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Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) 462-6443 http://www.stlucieco.org/public—works/permifting.htm Issued: 06/29/2009 Job. Location: 10753 S U S 1 Permit Type: Fence Job Description: BUILDING PERMIT Page 1 Conf #: 640 Permit #: SLC- 0906-0075 City: PORT ST LUCIE INSTALLATION OF 8' WOOD FENCE GOING AT WEST SIDE OF PROPERTY 353.40 LF (OUTSIDE THE 160' CONSERVATION EASEMENT) S/D St Lucie Gardens S/D Lot: 4 Block: 4 Parcel: 3414-501-5004-300/4 Contractor MEHRDAF MORADI MERCON CONSTRUCTION CO (407) 260-6710 133 E PINE AVE LONGWOOD, FL 32750 Property Owner PARS PROPERTIES LLC (407) 432-4794 PO BOX 574233 ORLANDO, FL 32857 Setbacks Left: Right: Front: Rear: 162.50 Zoning: CG Number of Units: 1.00 Floors: 1 Buildings: 1 Square Footage: 0.00 Minimum Floor Elevation: Flood Map: 295F Flood Zone: X Elev: Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further, he/she acknowledges responsibility to comply with all requirements of the 2004 Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this County, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10), F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR BUILDING IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s.713.135, F.S. Christopher Lestrange Building Official Date For Automated Inspections, Call (772) 462-1261 For Questions, Call (772) 462-2172 St. Lucie County Land Development Code Section 11.05.01 (A) (2) states; Building Permits shall expire and become null and void if work authorized by such Building Permit is not commenced, having called for and received a satisfactory inspection, within six (6) months from the date of issuance of the permit, or if the work is not completed within 18 months (permit by contractor) or 24 months (permit by owner) from the date of issuance of the Building Permit. Date: Fee Due: � ' Recei t# .,� Permit # St. Lucie County Building & Zoning 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 't Tel. 462-1553 SPECIALTY PERMIT APPLICATION ❑ Electrical ❑ Shed ❑ Plumbing ❑ Demolition ❑ HVAC 0 Fence ❑ Gas ❑ Siding Seepage 2 for instructions and additional paperwork required for specialty permits 1. Location/Site Address: _ t01 S 3 S.y S )�VW S 2, Parcel ID Number: Office Use Only Section Townshi Range Map Page' Zoning Land Use I In• la 3. Description of Projector Work Activity: ` l 0 4. Owners Information 5. Contractors Information Name: ec' , �.�� FL Reg/Cert #: Address: g 15 3 Lam Se vg YLe _ County Cert#: pC 7"V City: br`kvVL� State: Business Name: eo�✓S'.; Zip: 3Phone "dl y33 y�rl�Phone4o7-ZGoG7�� Faxleo7Z4a 671 6. Value of Construction: S -.2 - —yn in compliance with all applicable laws regulating construction and zoning. PRINT QUALIFIERS/OWNERS NAME SIGNATU ALIFIER/OWNER STATE OF FLORIDA.,,�COUNTY OF ACKNOWLEDGED BEFORE ME THIS' _ DAY OF —J 2i1L_; BY (� W • SONALLY KNOWN TO ME OR WHO HAS PRODUCED / ^ AS IDENTIFICATION ` t r SiGN " URE F R TYPE 0 PRIN AME OF NOTARY GEAS�p5�a 10 TITLE: NOTA C COMMISSION NUMBERg\s X ary1N, ����ecs FgbN n`���nd \\ d• abA " \` St. Lucie County Specialty Permit Application rev. 8125/05 dmg NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $5,000. INSTRUCTIONS Please complete all information in the space provided. All information must be printed (use black or blue ink only) or typed. This permit application is to be used only for those activities that are not otherwise included under a primary building permit. This application may not be used for any activity that includes structural alteration. The information to be provided with this application includes: 1. Location/Site Address Indicate the street address or general location of the property where the building activity is taking place. 2. Parcel ID Number Indicate the tax- identification number of the property where the building activity is taking place. 3. Description of Project or Work Activity Fully describe the activity to take place. 4. Owner Informa#ion Indicate the name and address of the..owner of the property ori.whiich- activity is taking place. 5. Contractor Information - , Indicate the State of Florida registration number (if applicable), St. Lucie County contractor license number and the name of the business doing the work. 6. Value of Construction ' Indicate the total value of the work to take place. Total cost of construction includes all current retail material and labor costs associated with the building/construction activity. Construction value" is used to determine the permit fee. St. Lucie County, reserves the. right'to question and/of modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. ❑ Gas Attach 2 piping schematics with tank size, location, and BTU of each appliance ❑ Shed: Attach 2 plot plans, 2 copies of DCA letter and plans, 2 anchor specifications ence Attach 2 plot plans showing location of fence height of fence and type of fence ❑ Siding Attach 2 copies of manufactures specifications., . s ❑ HVAC Attach 2 residential energy studies, 2 manual J calculations. 2 sets of duct layouts for new system or full replacement 1 This application can be submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort,. Pierce, FL 34982. All permit applications must be filled out completely before submission. No applications will be accepted for processing after 4:3.0 P.M. For assistance in completing this,application, please call (772) 462-1553, during regular office hours (8:00 -AM - 5:00 PM), Monday through Friday. NOTE. Emergency electric service change out inspections will not be performed after 3: 00 PM without special arrangements and additional fee paid. Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261. St. Lucie County Specialty Permit Application rev. 8/25/05 ding lE C St. Lucie County �• y Building and Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 0 772-462-1553 f Design Certification for Wind .Load Compliance This Certification is to be completed by the project design architect or engineer. This Cerrifrcation must be submitted with all applications for budding permits involving the construction of new residence (single or multi- family), residzi titd ndditior ,.any accessory stricture requiring a building pemtit, and any nonresidential structure. This Certification shall not apply to interior rcrimations (provided that no structural walls, columns or otter similar component is being effected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172. Project Name fq Office Use C7ii1 Street Address 10 7 5 S w1l I Permit Number pot-'... - -� . Lx ciL Occupancy Type t,ticit. Llur�, $9 ConstrucuonT e Certification Statement: I certify that, to the best of my knowledge and belief, tfi d s cati a esi ed to comply with the applicable structural portion of the Bu'fes y adopted and enforced by St. Lucie County. I also certify that structural elements depicted eplans provide adequate resistance to the wind loads and forces specified by current code provisions. -- Design Parameters and Assumptions Used: (Please check or complete the appropriate boy:.) 1. Florida Building Code 2004 Edition ✓ ASCE 7-98 2. Building Design is (check one) Enclosed —Z Partially Enclosed Open Building 3. Building Height: - 1 , Gr ta^) 4. Wind Speed Used in Building Design: 13bAf _3 second gust 5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line #1): 6. Average Wind Velocity Pressure on Exterior Faces of Structure _ 3 01, PSF 7. Peak Woad Velocity Pressure on Exterior Faces of Structure `/7. PSF' i 8. ImportancelUse Factor (obtain from Building Code): 1. 9. Loads: Floor f ' O PSF Roof/dead _ PSF Roofllive a 0 - PSF 10. Were Shear Walls Considered for Structure (check one): Yes ✓ No (if No, attach i planation) 111. Is a Continuous Load Path Provided (check one): Yes ✓No (if No, attach explanation) 12. Are Component and Cladding Detail Provided (check one): Yes ZNo (if No, attach explanatlon) 13. Minimum Soil Bearing Pressure: �;t S O D PSF As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the b of ray lac ge and belief. Name: Certification #: go29%`' _ [Sed! Here) Design Firm: Date: SLCCDV Form 4 Owil A rev. i:015105 ;'arg Product Review Affidavit St Lucie County, Public Works Department Code Compliance Division -The following products will be intalled in the structure located at 10753 U,5 N�,a f , F'or+S -ILkc- Buildina Permit # �' gi l - GC)$ .Owners Name r�-ea 0 ( a uv« Owner's Address PO �o,( 574,23 39$5 Contractor ()n 5druriiav, b ,g 3 Contractor's Address) �? ZJ; nnl� " W-('� qu l - 15 i Product *Product Rated Design Pressures Manufacturer Model Number Method of Attachment Windows * Fill in the rated wind design pressures listed by the manufacturer for each,prbdu'c!'listed 1st Choice 1 5400 Mullions <"3 J406 lhixed Glass 1stChoice yp 54 �\V � o AI)J5 c 40C `DILo ZA-A Skylights N lass (other) Butt Glass Glass Block liding Glass Doors 1st Choice 2nd Choice ,,.wi„h,•, Swing Type Doors IstChoice � 'FL 2lq P 0?5-411EFL N F r a t=Lk-r P �.tY-;") verhead Garage Doors lst Choice 2nd Choice fir...ii.hm find Material Asphalt/Fiberglass FL 3t0 to !S . i - E-4S Co¢-• U } �,: �e:.c5 IN1 ELVA T-CL5k Metal Q , _ G � ze - c, z cb• F0.5kev4 Other fit, Idh�� '�- e a, �o e,��� ', r. Q t, «,� i-, ,,�, g. 01./21/2008 MON 14:18 PAX 574 296 0166 0002/010 ;ETC-05-113-17646.0 Page 2 of 10 Report Number: ETC-05-113-17046.0 Test Start Date: 02/28/06 Test Finish Date: 03/02/06 Report Date: 03/07/06 Dade County Notification Number: ETC06005 TAS 201, TAS 202, TAS 203 Combine Test Report Rendered To Philips Products, Inc. 3221 Magnum Drive Elkhart, UN 46515 Series / Model 9400 Twin T-Bar Picture Window (00) Summary ProductMeA htil U—n Rik ;� Item Uni Value Frame material - PVC Overall width in. 95-5/8 Overall height in. 71- 5/9 Overall depth in. 4-1/2 ' Overall 10 nominal thickness in. 1-1/2 Number of glazing layers - 2 Glass type - Annealed/Laminated Interlayer thickness in. 0.090 Spacer type Aluminum Box Summary of Results Item Unit Value Overall Design pressure (Pos./Neb.) psf 50/50 Air Leakage Rate schrid 0.00 Maximum Water Pressure Achieved psf 7.50 Maximum Structural Pressure Achieved ps:f 50.00 Nominal Missile Speed Resisted ft/sec 50 Max. Cyclic clic Pressure (Pos./Neg.) sf 50.00 Test Specifications: The testing was conducted in accordance with Florida Building Code test Protocols for High Velocity Hurricane Zones TAS 201-94, TAS 202-94 and TAS 203.94 without deviations. ETC Laboratories — Certified Test Report Florida Registered Professional Engineers Review: Joseph Labora Doldan, P.E. FL Reg. P:E. 942929 Signature: IT/60 39dd QDNd DNIcliina sAomis 0ZSV1986T6 0Z:0T 600Z/Z0/T0 EOO'd OZSK98616 0£:60 600ZIZOILO aw!UaIeO XH 01/21/2008 MON 14,18 FAX 574 296 01d6 vjuvjivav ETC-05-113-17446.0 Page 3 of 10 Product Description of Test Specimen Specimen Item Laboratory. Verification )Frame: 95-5/8 in. W x 71-5/8 in. H x 4-1/2 in. D, Vinyl, mitered and welded corners Drainage Interior slots - 518 in. W x 5/32 in. D, 1-1/8 in. on center from interior corners, under the TG units. Exterior slots - 3/8 in. W x 1/8 in. D, 2-1/4 in. on center from the exterior corners and 3-3/16 in. on center to either side of the centerline of the T-bar in the accessory pocket, without weep hole covers Reinforcement Steel channel, 1.-5/8 in. W x 3-5/8 in. D. 0.057 in wall thickness, running full height of fixed intermediate member Method of Installation Nailing flange Weather-stripping None T- Bar: Vinyl, coped and butted, fastened with four #8 x 3 in. pan head screws driven from both head and sill into screw bosses of T-bar. Screw heads and threads sealed with butyl. Glazing: Overall Thickness 1-1/2 in. Nominal (1.563.in. actual) Daylight opening(s) 43-1/4 in. x 67-1/4 in. Thickness of Glass(s) 3/16 in. annealed (0.184 actual) exterior 5/16 in. laminated annealed (0.302 in. actual) interior 0.106 in. 10.090 in. / 0.106 in. Laminate thickness 0.090 in. Number of lites 2 Spacer Aluminum box Al-D Nlethod of Glazing Exterior drop -in Interior Hot lnelt butyl, Perfect gl NA! Exterior Snap in vinyl glazing bead a 4 Anchorage of Window Frame to Test Buck: Type Dry wall screws Size 98 x 1-5/8 Quantity 74 Location Jambs - 17 each, head and sill - 20 each 5 inch on center average spacing through the nailing fin Test Buck, Mounting Gap 1/8 inch Shims None Stops: None Sealant Silicone ETC Laboratories — Certified Test Report - Florida Registered Professional Engineers Review; Joseph Labora Doldan, P.E. FL Reg. P.E. 442929 Signature: IT/00 39bd QONd JNIQ-iIOg sAoo s GZGP198616 0Z:01 600Z/Z0/T0 b00'd OZSbL98616 0£:60 600ZIZO/l0 awamep xa 61/21/2008 MON 14:18 FAX 574 296 0146 1000G/UIU Buck Size 2 x 6 Material Pine - #2 Specimen Alterations: None Note: Glazing bug identified before testing; began. ETC-05-113-17046 0 Page 4 of 10 Seguence and Results of Uniform Static Air Pressure Tests Direction of % of Design Duration Name of Test D er enreal Force Pressure (see) Air Infiltration Test 1.57 Positive N/A N/A Uniform Static Air Pressure 37.5 Positive 75 30 Test at %Z Test Load Uniform Static Air Pressure 50.0 Positive 100 30 Test at Design Load Uniform Static Air Pressure 37 5' Negative 75 30 Test at %2 Test Load Uniform Static Air Press -are 50.0 Negative 100 30 Test at Design Load Water Resistance Pest 7.50 Positive 15 900 15 min Uniform Static Air Pressure 75.0 Positive 150, 30 Test at Full Load Uniform Static Air Pressure 75.0 Negative 150 30 Test at Pull Test Load Results of Testing MAO, Ir esul d Specimen 1 0.3 scfm/ft- 1. Air Infiltration Test—ASTM E283 sefm/ft2 2. Water Resistanco Test —ASTM E331 ' Pass No Leakage 3. Uniform Static Air Pressure Test -AST M 330 Full Test Load: Permanent Set Positive Load — 75.0 psf (1501/o x DP) 0.016 in. 0.277 in. Negative Load — 75.0 psf (150% x DP) 0.019 in. 0.277 in. Design Load: Positive Deflection 0.336 in. 0.374 in. Negative Deflection at mullion 0.359 in. 0.374 in. Note: Deflections and permanent set measurements were recorded at the center of the T=Bar -- exterior surface. FTC Laboratories — Certified Test Report Florida Registered Professional Engineers Review: Joseph Labora Doldan, P.E. FL Reg. P.E. 942929 Signature: TT/50 39dd Mid 9NIc-iina s711 oNE 0ZSVT986T6 S00'd OZStrl98616 OE:60 600ZIZOILO 0Z:01 600Z/Z0/I0 aw11/01ea Xb OL/:)1/2008 MON 14:18 FAX 574 296 0166 WJUUDIVIV TT/90 39dd 900' d 4. Forced Entry Resistance—ASTM F588 Too]/Lock Manipulation Test ' ErC-05-113-1704& 0 Page 5of10 Pass No Entry Test Notes for Uniform Static Air Pressure Tests 1. Water spray was delivered to the specimen and maintained at a rate of 5 gallons per hour per square foot of specimen area for the duration of the Water Resistance Test. 2. No water infiltration past the inner most plane of the test specimen occurred during the 'Water Resistance Test. 3. The specimen remained in place throughout the test and no damage to the fasteners was observed. 4. The specimen successfully completed all testing as prescribed by Test Protocol TAS 202-94 and the associated Frequently Asked Questions and sections of the Florida Building Code. 5. No change in the specimen was observed that could be indicative of incipient failure. 6. The specimen was subjected to uniform static air pressure loads of the same sequences, duration and pressure differentials stated in the Static Loading Pressures table. 7. The maximum inwa;d and outward acting pressures exerted on the specimen for ASTM E330, tests were equivalent to 1.5 times the design pressures stated in the Static Loading Pressures table. 8 The deflections were recorded using electronic deflection transducers — accurate to 0.001 inches. Impact Test Results` k0ova lLt X Y Impact Location Missile Speed Measurement Measurement (fUsec) in.) in. Center of right gldSS, 50.5 70 35 Lower right glass 50.7 87.5 86 corner, right side Center of T-Bar 50.6 47.75 36.25 Y-' Y Impact Location Missile Speed (fusec) Measurement Measurement in. in. Center of right glass 50.3 73 36 Lower right glass 50.5 86 85 corner, right side Center of T-Bar. 50.1 47.75 36.25 ETC Laboratories — Certified Test Report Florida Registered Professional Engineers Review: Joseph Labora Doldan, P.E- FL Reg. P.E. #42929 Signature: QONd DNIQ-If18 sNooas OZGV198616 0Z:OT 600'Z/Z0/10 OZSVL98616 OE:60 6002/ZOIIO aw11/01e0 Xb ' /01/21/2008 MON 14:19 PAX 574 296 0146 wig 051Ulu ETC-05413-17046 0 Page 6 of 10 Impact Location Missile Speed X Measurement Y Measurement (ftlsec) in. in. Center of right glass 50.1. 71.5 36.5 Top left glass corner, 50.2 58 5.5 right side Center of T-Bar 49.8 47.75 41,5 E Specimen 2 Impact Locations Specimen 4 X Specimen 3 co - Test Notes for Impact 'rests' 1. All three specimens were of identical constnlction. 2. The circles on the diagrams indicate the impact locations for that specimen. 'the X measurement is from the left edge of the specimen, 3. The Y measurement is from the top edge of the specimen. 4. The large missile used was a piece of 92 southern yellow pine 2 x 4 dimensional lumber approximately 92 inches long and weighing 9.1 lbs. 5. The specimen successfully completed all testing as prescribed by Test Protocol TAS 201-94 and the asscoisted Frequently Asked Questions and sections of the Florida Building Code. ETC Laboratories — Certified. Test Report Florida Registered Professional Engineers Review: Joseph Labora Doldan, P.E. FL Reg. Y.E. #42929 Signature: TT/La 39dd CIMfd DNIa-iina sAoo'!g BZSV1986TG 0Z:OT 690Z/Z0/10 L00'd OZSirl98616 0£:60 600ZIZOILO aW11101ea Xb •0.1/21/2008 MON 14:19 cax 574 296 O)4 6 i • E007/010 Cyclic Wind Pressure Loading Test Results -Specimen 2 - Inward Acting Cycles - DP = 50.0 sf ETC-05-113-17046 0 Page 7 of '10 Number Pressure Ran a of Cycles Fre uenc of C clos % of IMP Pa sf % of DP Pa s c cles/min 3500 20 10.0 50 25.0 16 300 (1, 0.0 60 30.0 24 600-1 50 25.0 80 40.0 20 100 30 15.0 100 50.0 15 TIT) = Sfl f1 ncf 50 0 Specimen 3 - Inward Actin g Cycles - DP = 50.0 Psf Ilk Number Pressure 1Zan a of WcTes Frequency of Cycles % of Dp Pa sf) % of , P Pa s (cycles/min) 3500 20 10.0 50 25.0. 20 300 0 0.0 60 30.0 22 600 50 25.0 80 40.0 24 100 30 15.0 100 50.0 22 -..,,...... Number of Cycles -- Pressure Ran a of C cles Frequency % of UP Psf % of DP Psf (c eles/min 50 30 15.0 100 50.0 24 1050 50 25.0 80 40.0 22 50 0 0.0 60 30.0 20 3350 20 10.0 50 25.0 20 ETC Laboratories - Certified Test RC ort Florida Registered Professional Engineers Review: Joseph Labora Doldan, P.E. FL Reg. P.E. #f42929 Signature: i odd Mid JNIcliina SNowa 0Z5bT98616 0Z:0T 600Z/Z0/T0 OZStil98616 0£:60 600ZIZOILO aW11101e0 xH 0 /21/2009 MON 14:19 FAX 574 296 0146 1600a/010 Specimen 4 - Inward Acting Cycles — DP = 50.0 psf ETC-05-113-1 7u46.0 Page 8 of 'IO Number of Cycles Pressuu a Ran a of C cles Fre uenc %of'DP Pa(pst) %oofDP Pa( st) ((cycles/min) 3500 20 10.0 50 25.0 16 300 0 0.0 60 30.0 24 600 50 25.0 80 40.0 20 100 30 15.0 100 50.0 15 n..#..,. A a M;- r"..rloe _ TIP = 5n n ncf Number of C cles ^ Pressure Ran a of Cycles Frequency % of Dp sf % of DP Psf (c clesJmin 50 30 15.0 100 50.0 16 1050 50 25.0 80 40.0 16 50 (i 0.0 60 30.0 16 3350 20 10.0 50 25.0 Results of Testinfro Specimens Number Tear Length (in) 3 irfMAesu S b. . I at 2 0 No • ssa a Pass 3 0 No Passage Pass 4 0 No Passage Pass Maximum Permanent Specimen Number Deflection. Set Pos - Neg Pos / Ne y 2 3/8-3/8 0.0/0.0 3 3/8-3/8 0.0/0.0 4 3/8 — 3/8 0.0 / 0.0 r.•. Pressure Toad Tests: 1. All specimens were of identical construction. 2. All specimens were subjected to pressure cycles of the same sequences and pressure differentials stated in, the Cyclic Loading Pressure table. 3. The maximum inward and outward acting pressures exerted on the specimens were equivalent to the design pressures stated in the Cyclic Loading Pressure table. 4. .The maximum deflection and permanent set were recorded using a straight edge and steel scale and represent the average deflection over several cycles at maximum pressure differential and the difference between measurements taken before cycling and after cycling respectively. ETC Laboratories — Certified 1'est Re t )+Iorida Registered Professional Engineers Review: Joseph Labora Doldan, P.B. FL Reg. k'.B. #42929 Signature: TT/60 39dd QONd DNIQ-iina s>iooNg GZGVT98616 600'd OZSVL98616 0£:60 600ZIZOILO oz:31 600Z/Z0/10 owumea Xa ol/21/2008 MON 1d:19 FAX 574 296 01d6 0009/010 ETC-05-113-17046.0 Page 9 of 10 5. The specimen successfully completed all testing as prescribed by "Pest Protocol TAS 203-94 and the associated Frequently Asked Questions and sections of the Florida Building Code. Pressure Load Tests: (conOdl 6. The specimens remained in place throughout the tests and no damage to the fasteners was observed. 7. After testing, the specimens exhibited many fractures to the impacted light of glass. 8. These specimens average recovery over maximum deflection was 100%. Statement of Compliance: The results of the testing demonstrate the product tested Meet the requirements of Chapters 1606, 1619 and 1626 of the Florida Building Code for building with design pressure requirement equal to or less than those achieved by this product and the requirements of Florida Building Code Test Protocols for High Velocity Hurricane Zones TAS 20I-94, TAS 202-94 and TAS 203-94 )drawings Submitted: Review of Bill of Materials — As Supplied Review of Assembly and Detail Drawings BOM pgsl-4, 20289 Vertical and Horizontal views. 1129, 1128, 1138, 9378, IG 0 Asaikk This report, for its original jorm contains product drawings- and a Bill of u Cr.1 Persons Witnessin! Tests: Florida Registered Professional Engineers: Joseph Labora .E g. P.L. #42929 Mark Sennett and Art Murray, ETC ETC Laboratories — Certified Test Report Florida Registered Professional 'Gngineers Review: Joseph Labora Doldan, P.E. FL Peg—P.E. #42929 Signature: TT/OT 39dd QOad 9NIa-iins s>ioo s OZSV1986TG OZ:OT 600Z/ZO/TO Ol0'd 0ZSbl98616 OE:60 600Z/ZO/l0 awlliale0 XH 01/21/2008 KoN 14:19 rrAx 574 296 0146 ®oloiolo ETC -05-113-17046 0 Page to of to Conditions Terms and General Notes ..Regarding These Tests The product tested Has Been compared to the detailed drawings, bill of materials and fabrication information supplied by the client so named herein. Our analysis, which includes dimensional and component description comparisons, indicate the tested product and engineering information supplied by the client "Are :Equivalent". The report and representative samples will be retained for four years from the date of initial test. These test results were obtained by employing all requirements of the designated test methods with no deviations. The test results and specimen supplied for testing are in compliance with the referenced specifications. The test results are specific to the product tested by this laboratory and of the sample supplied by the client named herein, and. they relate to no other product either manufactured by the client, a Fabricator of the client or of installed field performance. This report does riot constitute a certified product. The program administrator may only grant product certification. SY C Laboratories makes no opinions or endorsements regarding this product and its perfonnanc . This report may not be reproduced or quoted in partial 'form without the expressed wri approval of ETC Laboratories. ISO No conclusions of any kind regarding the adequacy of th a eci be rawn from the test, Procedure "A" in ASTM B330 was used ffArk ETC Laboratories letters, reports, its name or insignia or are for the exclusive use of the client so named herein and any other use is strictly prohibited. The report, letters and the name of ETC Laboratories, its seal or marls shall not be used in any circumstance to the general public or in any advertising. Limitation of Liability: Due diligence was used in rendering this professional opinion. By acceptance of this report, this client agrees to hold harmless and indemnify ETC Laboratories, its employees and offices and owners against all claims and demands of any kind whatsoever, which arise out of or in any manner connected with the performance of work referred to herein. FOR ETC LABORATORIES .L ..t 4 ..,.. W— Mark Sennett AWS, Supervisor ,-La-� . Sam Yuan, Ph.D. Director of Testing ETC Laboratories — Certified Test Report Florida Registered Professional Engineers Review: Joseph Labora Doldan, P.E. FL Reg. P.E.'942929 Signature: TT/11 39dd QONd DNIG-lins SAoms OZSVT986TG BZ:01 600Z/Z0/To I.Wd OZSbl98616 0£:60 60OZIZOIt0 aw11101epXa Qiricxl S�dzud Non-C}itlanl Itclaaec 1.375 i-----�1.375 �----i 1 — 75 1 � (1.375) � � 1.375 -� indicator. solid rocswglo iadicatuc dYshed tec:mngk indicAsot: pucatbcis indicamr rn twUnyle tol.cs: i.012 tnlcas�rs: M,02 wlcs =; �.020 akrxa=: t020 nIlSDkAWING 767'mstiBYxoPPRiYOPPtIILtP3 vJ'CRAn�ANDAfi)ST. PJfipOxnNYPI.•ORkA WRIS7i4�tA nnrravn�ro�.srwr _ PArs ar BV86 SERIES 9000 GLAZING BEAD SEE PHILIPS BNG. MATERIAL SPECIFICATION 5.041 wrrro2� r PHILIPsNS1 lalt 99 PRODUCTS MVe CI VLY A u-r In7 1 128 91/01 39Vd Mld 9NIG-lIns SAMNS 0Z5bT986T6 ZZ:0T 600Z/Z0/T0 0LO'd OZSVL986L6 ZE:60 600ZIZOILO owil)aae0 xm RX Date/Time 01102/2009 01/02/2009 10:22 9198614520 09:32 9198614520 BROOKS BUILDING PROD P.011 PAGE 11/15 M 61LL OF MATERfALS PHILIPS PRODUCT ENGINEERING PRODUT SERIES NUMBER: Series 940p PW-Stucco BUM NO. 21141 PRODUCT DESCRIPTION: Picture Window eu- c11a AlA A OM Ir- Rev. Sym. Item No. Purch M S. Raw MtL. Description No. Req Dwg No. Comments/Formula 20141 1 LAYOUT 2 3 CUT CHART 22141 3 OUTER FRAME SUB -ASSEMBLY: 23021 5 M 1129 Frame Head 1 112 AA WDw+.25 (tip -tip WDw+3.25 5 M 1129 Frame Jamb 2 1129A WDh+,25 (tip -tip WDh+3.25) 7 M 1129 Frame Sill' 1. 11298 WDw+.25 tip -tip WDw+3.25) B B t3 9 10 M M 1 P 1 1133 1133 2069 Glazing Bead Horizontal Glazing 89ad ertical) Glass Satting Block for 314" IG 3/32 Thk. 2 2 2 1133A 1133B 2069-01 GLw + .53 or WDw - 2.63 GLh • 1.00 or WDh - 4.25 Locate par Dw . 31021 11 12 P 1 2069 Glass Setiin 61ock for 3/4" lG1118 Thk.) 2 2069-02 Locate per Dwq, 31021 C 13 14 15 16 17 18 M P 9915 Glass Ass-' for STANDARD 314" IG Glass Width Glass Height Gtazin is a (BackBaddinq) Fixed 1 1 21300-51 I 9915 GLw x GLh/ 144 WDw • 3.26 WDh- 3.25 2 WDw-3.251+2(WDh-3.25)112 19 20 21 OTHER REQUIRED ITEMS: 22 P 9725 Label - AAMA 101-97 5 Lo _e per _ -3 E 23 24 25 P P P 9294 0295 9702 Label - NFr RC Tem ore Label - NFRC Permanent Label - InStallatlon Instructions 1 1 8� 9 5 L0 e W . 20159-3 Locate er dw . 20159.3 Locate er dwg, 20159-3 26 27 y 28 29 30 31 C 32 STQ.N bA TIlDN JI;0','CHARTf•. ,gyp.aGfi�l ri�..- 24025 33 C 34 :.GENERAL` 11Ft�05>~zQL t`S5?AS • 705] 1 ?�.1/B lO . ;,: i �r. • 20500-1 36 36 Take out items: 48. 9 10, 11, 13, 14, & 15 37 38 Add folloWny items to Outer Frame Assembl ; 39 C 40 41 M P 2070 Glass Sub-Ass'y or 1 118 IG DS (Fix) Glass Selling Block 1 115 IG 3/32 Thk.) 1 1 2 21300.16 2070.01 GLw x GLtV144 Locate Oar Dw , 31021 42 P 2070 Glass Selling Block 1 1/8 IG (1/ti Thk. 2 3U70-02 Locate per Ow . 31021 43 Glass Width Fix WDw - 3.25 A4 Glass Height Fix WDh - 3.25 B 45 M 1132 Glazing Bead Fixed Horizontal) 2 1132A GLw +.63 or W Dw-2.63 8 E 46 47 M P 1132 9915 Glazin i Bead Fixed Vertical Glazing Tape SackBaddin Fixed 2 1 1132E 9915 GLh - 1.00 or WDh-4•.25 2(WDw -3.25)+2 WDh-3.251112 48 49 50 C 51 ::. ",:' ' 20300.2 52 j.8ENER—AL:pljRP.OSEGLASSASS..Y•'F-;OR.9•:1121G.. 53 Take outlltems: #8, 9, 10 11, 13, 14, & 15 ffVITTC141-11 eRepoet P.- LI'C116.113-18521 8/6/2005Uara: 0621141 ser,9400 SI/ZI 39Vd Mad 9NI -iins S>IOOi'IS OZGVT98616 ZZ:31 600Z/Z0/10 Z l0•d OZSV 198616 Z£:60 600Z/ZO/ l0 31111l/ale0 XN BILL OF MATERIALS PHILIPS PRODUCT ENGINEERING PRODUT SERIES NUMBER: Series 9400 PW-Stucco BOM NO. 21141 PRODUCT DESCRIPTION: Picture Window ,. No. Dwg Rev. I oor Perchnmtl_. Sym. No. Mfg. Description Req _ No. Comments/Formula 54 55 Add following Items to Outer Frame Assam bl : C 56 57 M Glass 5uo-Ass for 1 1121G SS -Triple (Fix) 1 v3oo-1a GLwx GLh1144 P 2070 Glass Setting Block 1 112 IG 3/32 Thk. 2 2070-01 Locate per Dw , 31021 59 P 2070 Glass Settin Black 1 112 IG 118 7hk.) 2 2070-02 Locate or Dwq. 31021 60 Glass W JWDW • 3.25 PB58 B 61 Glass Height Fix W Dtl - 3.26 82 M 1128 Glazing bead Fix Horizontal 2 1128A GLw +.63 or WDw-2.63 63 - M 1128 Glazing Bead Fix Vertical 2 1125D GLh - 1.00 or WDh-4.25 E 64 P 9915 Glazing Tape (BackBaddin (Fixed) 1 9915 2(WDw-3.25)+2(WDh-3.25)1112 65 66 It A IV C 67 GENI=RAL PURPOSE -GLASS ASS'.Y•FOR•7-11/2'1G : •.-' • 20300-2 56 69 Take out items: 0, 9, 10. 11, 13,14 8 15 70 71 Add following items to Outer Fra erAs ` I . 72 C 73 M Glass But>-Ass'v for 1 112 DS-Trl le ix A� oo-te GLw x 01-h/144 74 P 2070 Glass Setting Block 1 112 1G (3132 Th : 10 2 2070-01 Locato per Dwq, 31021 75 P 2070 Glass Settin Block 1 112 IG 1/8 Thk. 2 2070-02 Locate per Dwq, 31021 75 Glass Width Fir WDw - 3.25 77 Glass Height (Flx WDh - 3.25 13 78 M 1128 GlazingBead Fix Horizontal 2 1128A GLw +.63 or W Dw-2,63 B 79 M 1128 Glazing Deed Fix Vertical) 2 11208 GLh -1.00 or WDh-4.25 E 80 P 9915 +Glazing Tape (BackBaddinq) (Fixed) 1 9915 2 WDw -3.25 +2 WDh-3.25 /12 D 81 'GENERAf:<.P, URP.OSB GC11SS'ASS'Y:FOR 1s:3/8IG-5.7C•`,;:;.•' .'i. °i'� 20301-1 82 '(To aecom lish 1 112 IG use 118 Thk. Gl. Tape B 83 Take out items: #8, 9, 10, 11, 13, 14, 15 13 16 84 85 Add f 11gwins, horns to Out Frame Assembl : 86 87 M Glass Sub-AS5'y for 1 318 IG STC (Fix) 1 213o1-ts GLwf x GLh/144 88 P 2070 Glass Setting Block 1 112 IG (3/32 Thk.) 2 2070-01 Locate per Dw , 31016 gg P 2070 Glass Setting Block 1 112 IG 11B Thk. 2 2070-02 Locate per Own. 31018 90 Glass Width (Fix) WDw - 3.36 91 Glass Height FIX WDh/2 - 2.78 92 M 1128 Glazin eeiad (Fixed Horizontal 2 1128A GLwf +.56 or WOw-2.78 93 M 1128 Glazing Bead Fixed VertlCal 2 11286 GLhf - 1.03 or Dh/2 -3.81 t3 94 P 9917 'Glazing (Backbeddinq) Tape FT 9917-02 2(WDw -3.25)+2 WDh 3.25 12 95 E 96 106 C 107 GENERA-t,-j }l1RPOSE,G1 ASS•:ASS'Y•FOR•,.i-4121G S•TC "f '."• : •r •':. 20301-1 108 t09 Take out Items: 93. 9, 10. 11, 13, 14. & 15 110 111 Add followins items to Outer Frame Assembl : 112 C 113 M Glass Sub -A! s'y for 1 112 IG 8TC Fix 1 21301•+9 GLw x GLh/144 114 P 2070 Glass Setting BIooK 1 1/2 IG 3132 Thk. 2 12070-01 Locate oer Dwp. 31021 ETC Labar Reporrk: )ETC-06-113-18521 21141 ser.9400 64ffodBy: M Date )3rllI;AU6- /6/2005 ST/ET 39dd QONd JNI(I-iIfla sNomiS OZGV198616 ZZ:0T 600Z/Z0/T0 ELO'd 0ML986L6 Z£:60 600ZIZOILO aW!11a1120 XN BILL OF MATERIALS PHILIPS PRODUCT ENGINEERING PRODUT SERIES NUMBER: Series 9400 PW-Stucco ROM NO. 21141 PRODUCT DESCRIPTION: Picture Window No. Dwg Comments/Formula Rev. Item Pureh Raw. Sym. No. Mfg. MtL. Description Req 2 Wo. 2070-02 Loca!0 per Dw . 31021 115 p 2070 Glass Se tin stock 1 1!2 IG 1/8 Thk. 116 Glass Wlath Fiz) WOW - 3.25 117 Glass Height Fix) WDh - 3.25 B 11 B M 1128 Glazing Bead FlxD0 Horizontal 2 1128A GLw+.63 or WDw-2.53 B 119 M 1128 Glazin Bead Fixed Vertical E 120 P 9915 'Glazing ) Tape FT 9916802 2(WDwo3 25W2Dh Dh53.25)112 121 GENERA'L•PUR. ,0S,F'GL•A'SS ASS'Y FOR 1 IG-STC :' 20301-1 122 123 Take out Items: $B 9 10, 11 13, 14, 8 15 124 125 Add following items to Outer Frame Assambl C 126 127 MT- Glass 5tlb-Ass for 1 1/2 IG STC (Fix) 1 zlaol�o GLw z GLh1744 128 P 2070 Glass SettingBlock 1 112 IG 3132 TI1k 2 2070.01 Locate er Dw . 31021 129 P 2070 Glass SettingBlock 1 1/2 IG (118 Thk. 2 20T0 02 Locate er Dwg. 31021 130 Glass Width Fix WDw - 3.25 131 Glass Height (Fix) WDh - 3.25 B 332 M 1128 Glazing Bead Fixed Hod onlaO 2 1128A GLw+.63 or WDw 2.63 B 133 M 1126 Glavin Bead Fixed Vertical 2 11288 GLh - 1.00 or WDh-4.25 E 134 P 9915 'Glazing Sackbeddin Tape FT 9915 02 2 WDw-326 {2(WDh•3.Z5 ! 135 C 136 137 G 1/2IG=SrG' 2 03 01 -1 ip 138 139 Take out items: #8, 9, 10, 11, 13, 14, 8 15 140 141 Add following items to Outer Frame 0", C 142 143 M Glass Sub Ass' for 1 112 IG STC Fix GLw x GLh/144 2070 Glass Setting Block 1 1/2 IG 3/32 Thk.) 2 2070-01 Locate per Dw.. 31021 144 P P 2070 Glase 5ottin Block 1 112 IG Ivii Thk.) 2 2070-OZ Lacate per Dw . 31021 1a5 146 Glass Width Fix WDw - 3.25 Glass Wei ht (Fix WDh- 3.25 147 1 M 1 126 Gill Zing Bead Fixed Horizontal z 1128e +1 B 148 B 149 M P 1128 •9915 Gtazln Bead Fixed Vertical) FT 891 rr02 'Glazin 8ackbadding►lape GLh 00 or WOh 4 25 2 WDw-3.25)+2lwtlh-3.25 112 E 160 PURP.,U56:t1;L'ASS'ASS. ! F0R-'% 7 .1121G-S.TG.' ':=r. =' :' 20301.1 C 151 "GEIifER<!'I: 162 153 Take out items: A8, 9, 10, 11, 13 14, 8 15 Add following Items to Outer Frame Assembl : 154 155 C 156 157 M Glass Sub Asa' for 1 1f2 IG STC Fix 1 ziso1-22 GLw x GLhl144 158 P 2070 Glass Scttinsl Block 1 1/2 IG 3/32 Thk. 2 2070-01 Locate per Dw . 31021 159 P 2070 Glass Settin Block 1 1/2 IG 1!8 Thk.) 2 2070 02 Locate per Dw . 31021 160 Glass Width Fix) WDw- 3,25 161 Glass Nei ht Fix WDh • 3.25 g 162 M 1128 Gld'Cinq Bead (Fixed Horizontal 2 1128A GLw 4,63 or WDw-2.63 163 M 1128 Glazin Bead (Flied Vertical) 2 11288 GLh - 1.00 or WOh-4.25 B E 164 P 9615 'Glazin Backbeddin Tape FT 9915-02 2(WDw-3.25)+2 WDh-3.25j112 165 ETC "Labora i' Ruporr t1: ETC-06.113-18521 6/6/2005 21141 ser. 9400 Va`ii�r' �fiy: Orae: I?it 1l2006 9T/bT 39bd GONd 9NIvIf18 S7100Ns 0Z9bT986T6 ZZ:OT 600Z/Z0/10 1710'd OZSVL98616 Z£:60 600ZIZOIIO awil/01DO x8 ETC- 06-113-18521.0 Page 7 of 7 This Mori, in its ori6it:a1 form contains product drawin s and a Bill of Materials. Conditions Terms and General Notes Regarding These Tests The product tested Has .Been compared to the detailed drawings, bill of materials and fabrication information supplied by the client so named herein. Our analysis, which includes dimensional and component description comparisons, indicate the tested product and engineering information supplied by the client "Are Equivalent The report and representative samples will be retained for four years from the date of initial test. These test results were obtained by employing all requirements of the designated test methods with no deviations. The test results and specimen supplied for testing arc in compliance with the referenced specifications. The test results are specific to the product tested by this laboratory and of the sample supplied by the client named herein, and they relate to no other product either manufactured by the client. a Fabricator of the client or of installed field purlbrmance. This report does not constitute a certified product. The prograrn administrator may only grant product certification. F-*FC Laboratories makes no opinions or endorsements regarding this product and its performance. This report may not be reproduced or quoted in partial form without the expressed written approval of ETC Laboratories. No conclusions of any kind regarding the adequacy of the glass in the test speci a fro the test. Procedure ".A" in ASTM E330 was. used for this test. ETC Laboratories letters, reports, its name or insignia.& ar the e e use of the client so named herein and any other use is strictly prohibited. left d the name of ETC Laboratories, its seal or mark shall not be used in any circumstance tat ge b ie or in any advertising. Limitation of Liability: Due diligence 'was used in rendering this professional opinion. By acceptance of this report, this client agrees to hold harmless and indemnify ETC Laboratories, its employees and offices and owners against all claims and demands of any kind whatsoever, which arise out of or in any manner connected with the performance of work referred to herein. 'FOR ETC LABORATORIES Ben Meunier. Director of Testing Dave Kehrli, President 9I/91 OJdd G08d JNIa-iins sAco8s 0Z9t)1986i6 ZZ:01 600Z/Z0/Z0 Sl0'd OZSbl.98616 Z£:60 600ZIZOILO awwawa X8 ETC- 06-113-18521.0 Page 2 of 7 Report Number: ETC-06-113-18521.0 Test Start Date: 11/20/06 Test Finish Date: l 1/27/06 Report Date: 12/07/06 ASTM E1996 Test Report Rendered To Philips Products Inc. 3221 Magnum Drive Elkhart, IN 46515 Series/Model 9400 Series Fixed Picture Window Summary Product Description Item 'Emit Value _ Frame material - PVC Overall width in. 47-1/2 Overall height in. 71-1/2 Overall depth_ in. 4-1/2 Overall IG noxninal thickness in. 1-1/ Number of glazing layers - at Glass type J le d/L d I.nterla er thickness o.090 Spacer type - Aluminum Box Sash size (Wx. H) . Win. PVC Summary of Results Item Chit Value Overall Design Pressure (Pos/Neg) psf 60.0 Missile Resisted - D' Level Nominal Missile Speed Resisted ft/sec 50 Max. Cyclic Pressure (Pos/Neg) psf 60.0 �w Test Specifications: The test spectrlens were evaluated in accordance with ASTM E 1996-04 "Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors and Storin Shutters Impacted by Windbornc Debris in Hurricanes". The test method used in these evaluations was ASTM E 1986-04 "Stattdard Test Method for 1'erfortnanbe of Exterior Windows, Curtain Walls, Doors and Stonn Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials". 91/Z0 39dd Z00' d QONd 9NIa-iine sAomi8 0Z5b1986t6 ZZ:31 600Z/Z0/10 OZSb198616 Z£:60 600ZIZOIIO awillale0 X8 Specimen Item Frame: Drainage Reinforcement Method of Installation Weather-stripping Glazing: Overall Thickness Daylight opening Thickness of Glass(s) Laminate thinkness 'Number of Lites Spacer Method of Glazing Interior Exterior FTC- 06-113-18521.0 Page 3 of 7 Product Description of Test Specimen Laboratory 'Verification 47-1/2 in. W x 71-1/2 in. H x 4-1/2 in. D, Vinyl, mitered and welded comers lnterior slots -- 5/8 in. W x 5/32 in. D, 1-1/8 in, on center from interior comer, under the 10 unit. I"xterior slots - 3/8 in. W x 1/9 in. D, 2-1/4 in. on center from the exterior corner in the accessory pocket, without weep hole covers None Nailing flange None 1-1/2 in. nominal (1.570 in, actual) 43-1/4 in. x 67-1/4 in. 3/16 in. annealed (0.180 actual) exterior 5/16 in. laminated annealed (0.335 in. actual) interior 0.105 in. / 0.090 in. / 0.105 in. 0..090 in. Aluminum box A 1-D Exterior drop -in 1-lot melt butyl, entire cavity le sides Snap in vinyl glazing CO Anchorage of Window Frame to Test Buck: Type Dry wall screws Size 48 x 1-1/2 Quantity 58 Location Jambs — 17 each, dead and sill — 12 each 4 inch on center average spacing Test Buck: Mounting Gap Shims Stops Sealant Buck Size Material Specimen Alterations: 1/4 inch at sill, 1/8 inch at jambs and head Yes None Silicone 2 x 8 Pine - #2 None Documentation Submitted: Drawing numbers — pages 1-4, 2041 Vertical, 2041 Horizontal, 1129, 1128, IG Unit 9i/E0 39dd (10ad 9NIc-iinH S>mNE 0Z9V198616 ZZ:0I 600Z/Z0/W £00'd OZSb198616 Z£:60 60OZ/ZO/l0 awll/a1e0 X8 Impact Test Results: Specimen 1 LTC- 06-113-18521.0 Page 4 of 7 Impact Location Missile Speed Missile Orientation X Measurement Y Measurement . (fl/sec) (degrees) (in.) in, Center of Glass 50.0 4.9 Top Right Comer 49.9 4.9 Specimen 2 Missile Speed Missile Orientation X Y Impact Location (fII5CC) (degrees) Measurement Measurement (in.) (in. Lower Left Comer _ 50.6 4.8 Center of Glass 49.2 4.9 Specimen 3 Missile Speed Missile Orientation X Y Impact Location ( ft/sec) (degrees) Measurement Measurement To lZi ht Corner 49.8 4.9 Center of Glass 49.3 4.8 GONd 9NIa-iinE sAoo s OZSbl98616 tA�•yn ✓� OZGV198616 ZZ:31 600Z/Z0/10 ZE:60 600Z/ZO/ l0 awi11ale0 XS Impact "hest Locations 0 0 0 0 Specimen 1 Specimen 2 ETC- 06-113-18521.0 Page 5 of 7 0 0 Specimen 3 Test Notes for Impact Tests: 1. All three specimens were of identical construction. 2. The circles on the diagrams indicate the impact locations for that specimen. 3. The X measurement is from the left edge of the specimen, 4. The Y measurement is t.'rom -the top edge of the specimen. 5. The large missile used was a piece of #2 southern .yellow pine 2 x 4 dimensional lumber approximately 93.25 inches long and weighing 9 lbs. 6. The specimen successfully completed all testing as prescribed by ASTM E1886. 7. Temperature of Test Lab during Impact was 70°F. Cyclic Wind Pressure Loadi ' e Inward Acting Cvcles - DP 60.0 nsf Number pressure Range of Cycles . Period of Cycics % of DP Pa ( sf) % of DP Pa s (sec/cycle) 3500 20 12 50 30 2.5 300 0 0 60 36 4.8 T~ 600 50 30 80 48 2.6 100 30 18 100 60 4.9 Outward Acting Cvcles - DP = 60,0 nsf Number Pressure Range of Cycles Period of Cycles % of DP sf _ % of DP Psf I (see/cycle) 50 30 18 100 60 1 5.0 1050 50 30 80 48 1.8 50 0 0 60 36 4.5 3350 20 12 50 30 2.6 9T/90 ODdd S00'd QOc%Jd DNIaiins SNomE OZ901986TS ZZ:01 600Z/Z0/T0 OZSV1986L6 Z£:60 600ZIZOIl0 aw11101e0 Xb ETC- 06-113-18521.0 t Page 6 ur 7 Results of Testing: Specimens Number Tear Length in 3 in. diameter sphere passage Results 1 0 No Passage Pass 2 0 No Passage Pass 3 0 No Passage Pass Test Notes for Cyclic Wind Pressure Load Tests: 1. All specimens were of identical construction. 2. A single sheet of 2-mil plastic film was used to seal the specimen against air leakage. The film was applied with many loose folds of extra material over the face of the specimen. It is the opinion of the test engineer signed below that the film did not influence the results of the test. 3. All specimens were subjected to pressure cycles of the same sequences, duration and pressure differentials stated in the Tabulation of Pressure Differences 4. The maximum inward and outward acting pressures exerted on the specimens were equivalent to the design pressures stated in the Tabulation of Pressure Differences. 5. The specimen successfully completed all testing as prescribed by ATM Y. 1886/L1996, 6. The specimens remained in place throughout the tests and no damage to the fasteners was observed. 7. The specimens remained closed and locked throughout the test and no damage to the hardware was observed. S. After testing, the specimens exhibited many fractures to the impacted ligh o 91/90 39dd QONd 9NIa-iing s7mag 0Z901986% ZZ:aT 600Z/Z0/T0 900'd OZSbl98616 Z£:60 600ZIZOILO OW11101e0 Xb r. LC) CD o� . r. am w a a- THIS DRAWING tS T"E SOLE PROPCRTY OF PAUPS PROOUCTS, 0ACORPORATED, AND MUST NOT BE COPPED OR ANY rMr0RMnT10N USED %VTHOUT THE WRITTEN Auy"oRMATta" OF THE COMPANY R EVISIOfYS SYW... E.C.N. I CIiAh'GE DATE I BY t249 9JUASM7nPPM' M4 elmtal tkat ra O Le c7 z H Q _1 H CQ N cn CTf O CA m O N O In N N rI O M ^+ OD � O'I CD rI cri W, m H d m E m i= N 4W CV R m G 4 X m OC 03 O -+ CD 00 a 1n A O 0Y Il CD Z H Q J H Lo O Y N O ,n O fY1 ILD 03 m rn O rnm O 01 CD N N O O Dn O Iq m CV EV m ci d On E m H N d CN 4� N cc CS) H X CD OC 7H1S ORAWlNG IS THE SOLE PROPERTY OF PHILIPS PRODUCTS, INCORPORATED, AUD MUST NOT 6E COPIEO OR ANY Wrok (ArtoN USED WITHOUT THE WRJIT]rN AUTHORIZATION Of THE COMPANY REWISt OtVS SEE GLASS SYM. .C.N- CHMICE DATE RY BONI RE EA9:DT0FRDR llJN QIRGNI Vim ' /'� A f131 P,kb{AYWWEFPIgIE5F1a0At 1GUll �i T I1 R l3 G1A2A'G UAR R[DIM)TUTWO IDM RA 1.31 Oo ITo" s LL 1.63 G1h 1 112 • IS REF WDd VERTICAL SECTION ROTATE_ _ D 90. DEG.. b ETCif Labor Reporr�: PTC-Dc-113-1Rs21 vrFed dl'= Dri1e: 12n 128QG REF %KA PEWNY -L �OUPIANCC ,Ct'Ew CNCC LMUMS alut RtwSC s►Qg" ALL DWENSONS AAC to IwcHo t>ocru iu P-Ln V- tam n�t[s to �� atp woMr 0.aynd. Aga. GOM 021141 CUT CHtiRI #22141� LAYOUT 9400 PICTURE WINDOW Mi rK� ,_,,,,� ■ PHILIPS PRODUCTS B-SIZE -zj 20141 O U7 O r-1 O 0•, 0. m C] O 0' CL (.7 Z H Q J H O Y N O Ln O U3 00 a) Q) - N M Q1 O Qf m O CV O N N r+ O O r- Q1 O a 0'1 CV 04 m d CD E m j- C-4 d CV �m c, C3 x m cc THIS DRAMNG IS THE SOLE PROPERTY OF PHILIPS PRODUCTS. JNCORPORATEO. AND MUST NOT OE COPIED OR ANY INF0RAfAT101J USED mr#4oUT THE WRRTEN AUTHORQATION OF THE COMP01Y Fi EV1S1C>"S MOWS CI1kq7 OWE OF 5-- Ina] U Sri. E•C.N. C+W:GE Or•TE BY lu nta 0l%V M'. 1.477 I [37.51] i.D72 r— ,I SAME AS DETAIL 'B- EXCEPT AS SHMN .29 5 [7.50] .079 [2.00] DETAIL-A- �C1 L.E. 1$9 I .t38 [3.50] [4.041 J I I -_ .059 (1.50] .059 [1.50) III IN1Ut_ YVRLL-REF v 1.5p1 DETAIL -8' ] ] EXPOSED ` ] E { SECTION THRU P.W_SILL 1122 B(LA E 'T'YP. OUTER 4 1� - P7 WHE• RE NO TEU .079.12001 � 7'YY. frFltt[I t -wr WHERE NC)11:I}.069-U.saJ SEft. USCD ONiill -- .03f [.67] -J K07'ES CR SION. 9<O HLAD (11.. [u .Dos (.13] TYP VC[(p Pfi280 A. PC TD�cRI NC6 MAIN WINDOW FRAME SER. 90D .065 [1.T$] TYP RE ERR,sc spr�ca,00 Jslo,�, µ.L VZf.3011S Pl.E f1I -C127 f MODEL 940 P« , STUCCOSTYLE 30r lYP • 020 1.51)) /.RG C.GAN.1 ,,_ ,,,, O[O1Wf �R U-Rt1 �J- IMI IhGII IRIS .R�+ E1 ?PHILIPS M .225 ]15.71] . PRODUCTS 160 [ 4.06�—rT—i L J •A,L-H• REF. ENGINEERING MATERIAL -� - �- ELK!•rnriT, IN .006 - [.15] TYP - - � 2X�CAC.E SPF.CIFICATION'5.062 B—SIZE - 1 1129 215 [s.4G] M I A M I -MADE MIAMI-DADE COUNTY, FLORIDA ® METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Owens Corning One Owens Corning Parkway Toledo, OH 43659 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such prod t or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determine CO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with CWU Mg I including the High Velocity Hurricane Zone. DESCRIPTION: Oakridge PRO 40 AR LABELING: Each unit shall bear a permanent label with the m ac rer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA #04-1124.01 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 05-1213.02 Expiration Date: 07/19/11 Approval Date: 04/27/06 Page 1 of 4 ROOFING ASSEMBLY APPROVAL Category: Sub -Category Materials Deck Tyne: Roofing 07310 Asphalt Shingles Laminate Wood 1. SCOPE This revises a roofing system using Owens Corning Oakridge PRO 40 AR. Asphalt shingles manufactured by Owens Corning as described in Section 2 of his Notice of Acceptance. 2. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications Oakridge PRO 40 AR 131/a" x 39 3/8" TAS 110 Accessory Shingles various proprietary 3. EVIDENCE SUBMITTED: Test Agency Celotex Corp. Testing Service PRI Asphalt Technologies, Inc. Underwriters Laboratories, Inc. Test Identifier 258495B OCF-069-02-01 OCF-071-02-01 OCF-075-02-01 OCF-083-02-01 94NK9632 03NK04954 03NK04954 03NK21814 04NK06517 03NK33481 96NK30503 98NK16342 98NK24243 OONK14644 02NK02878 02NK02878 98NK38907 A heavy weight, fiberglass reinforced four tab asphalt shingle. Accessory shingles for hip, ridge and 4 starter strip applications. ,t Name a �o : a ' TAS 107 TAS 107 TAS 107 TAS 107 TAS 107 TAS 107 ASTM E 108 ASTM D 3462 ASTM D 3462 ASTM D 3462 ASTM D 3462 ASTM D 3462 ASTM D 3462 06/01/98 08/21/03 08/22/03 03/01/04 09/24/04 07/O1/98 03/28/03 03/11/03 08/28/03 05/04/04 12/02/03 10/11/96 05/14/98 09/03/98 O1/29/O1 10/15/03 10/20/03 12/14/98 4. LIMITATIONS 4.1 Fire classification is not part of this acceptance; refer to a- current Approved Roofing Materials Directory for fire ratings of this product. 4.2 Shall not be installed on roof mean heights in excess of 33 ft. 4.3 All p roducw listed herein. shall havrc a quality assurance a-adit ui accordance wit , the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. o NOA No.: 05-1213.02 Expiration Date: 07/19/11 Approval Date: 04/27/06 Page 2 of 4 5. INSTALLATION 5.1 Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 5.2 Flashing shall be in accordance with Roofing Application Standard RAS 115 5.3 The manufacturer shall provide clearly written application instructions. 5.4 Exposure and course layout shall be in compliance with Detail W, attached. 5.5 Nailing shall be in compliance with Detail W, attached. 6. LABELING 6.1 Shingles shall be labeled with the Miami -Dade Logo or the wording "Miami -Dade County Product Control Approved". 7. BUILDING PERMIT REQUIREMENTS 7.1 Application for building permit shall be accompanied by copies of the following: 7.1.1 This Notice of Acceptance. 7.1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. 8. MANUFACTURING PLANTS 8.1 Savannah, GA 8.2 Medina, OH 8.3 Jacksonville, FL 8.4 Houston, TX 8.5 Irving, TX 8.6 Denver, CO. 8.7 Portland, OR. O N . NOA No.: 05-1213.02 Expiration Date: 07/19/11 Approval Date: 04/27/06 Page 3 of 4 DETAIL A 1" 11 13-1 /4" 2"!am 11 END OF THIS ACCEPTANCE c�'T "9 xr[/ o ., r 7 "i C�EP�� In 5 5/8" EXPOSURE NOA No.: 05-1213.02 Expiration Date: 07/19/11 Approval Date: 04/27/06 Page 4 of 4 Northbrook Division - Underwriters 333 Ptingsten Road Laboratories Inc., Northbrook, IL 60062-2096 USA tiAIMUl.com tel:1 847 272 8800 fax: 1 847 272 8129 Customer service: 1 877 854 3577 October 6, 2008 Mr. Ted Berman P.E. Senior Project Manager A&A Arnold & Associates, Inc. 1711 W 38th Place, Unit 1207 Hialeah, FL 33012-7077 Subject: Owens Corning Dear Mr. Mr. Berman: This is to confirm that, OakridgeO PRO 30TM with Surenail, Oakridge® PRO 30TM AR with Surenail, Oakridge® PRO 40TM with Surenail, OakridgeO PRO 40TM AR with Surenail, Oakridge® PRO 50TM with Surenail, and Oakridge® PRO 50TM AR with Surenail, Duration, Duration Premium, Classic® or Classic® AR, Supreme® or Supreme® AR, Prominence® or Prominence® AR, Oakridge® (Oakridge® OT or Oakridge® (Oakridge® PRO 30TM AR), Oakridge® PRO 40TM o Oa . dge® O 40TM AR, Oakridge® PRO 50TM or Oakridge® PRO 50TM B s ' e, I er uard HP, Hip & Ridge with sealant, High Ridge, WeatherG a shire ip and Ridge shingles are Listed in accordance with ANSI/UL , (ASTM E 108, Class A), ASTM D3462-04, ASTM D3161-03b Class F, S D7158-05 and/or UL2390-041, ASTM D 6381-03 Class H and Dade County Protocol TAS 107-95. Hip and Ridge type shingles secured with 4 nails, Berkshire secured with 5 nails, WeatherGuard HP secured with 6 nails and all other shingles secured with 4 nails. All the products have been tested and meet the criteria for these standards and are covered by UL's Follow -Up Service Program for File R2453. If you should have any questions, please feel free to contact the writer. Very truly yours, Martin K. Rowan (Ext. 42349) Senior Project Engineer Fire Protection Division o 0 i; r k n g 1 0 r a 1 a t w Q! I d v. ; t h i rf t 8 i t a= f? P a r C, rt -� rl 11 x r; 0 of I c tr g t2 . TGDY.R19380 Prepared Roofing Accessories Prepared Roofing Accessories See General Information for Prepared Roofing Accessories OWENS CORNING 1 OWENS CORNING PKY TOLEDO, OH 43659 USA R19380 Asphalt underlayment accessories, "WeatherLock@G", "WeatherLock Cold Climate", "WeatherLock@Mat", "WeatherLock@P", "Weatherl-ockpPM", "Starter Shingle", self -adhered or nail down for use in the installation of Class A asphalt glass fiber mat shingles and Class C asphalt organic felt shingles. "WeatherLock@Metal" self -adhering modified bitumen membrane for use in the installation of Class C metal shingles. "WeatherLock FLEX", self -adhering modified bitumen membrane, for use in the installation of Class A asphalt glass fiber mat shingles and Class C asphalt organic felt shingles. "Fiberglas Reinforced Felt". An asphalt saturated organic felt for use In the installation of this manufacturer's Class A asphalt glass fiber mat shingles and Class C asphalt organic felt shingles. "Fiberglas Reinforced Felt" can also have the adjunct statement - Also Classified In accordance with ASTM D6757. Last Updated on 2008-07-29 Questions? Notice of Disclaimer Page Too The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufact re I nder UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Se s look for the Mark on the product. UL permits the reproduction of the material contained In the Online Certification Directory subject to the following co dittio. s . The 1 e Info ation, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulatio the d (or a gs). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." q1W app adjac • 11 e extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright 20, nderw oratories Inc.p" Hr. Fndet>°snderii oiganizalior: ;rorri;ig i;r V, s:.feIW0rld it a ur, prc4isiLn and Riio edge. F.I.Building Code Online Building Page I of I Publications FBC Staff BCJS Site Map Links Search -Code Version 2007 FL Application Type ALL Product Manufacturer Category ALL ibcatego SL ry 4 Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ :Impact Resistant ALL Design Pressure Other ALL Refinese,archz 3341.1 ALL ALL ALL ALL ALL ALL ALL FL# anufacturer aliclated Elplicipted , FL3341- Affirmation Fleming Door Products Ltd. roved R2 Wistou FL#- FL3341.1 Model: Exterior Hollow Metal Swinging Doors Description:UL Classified Windstorm Resistant C.Mmer - Metal Doors lCategory; Exterior Doors JISubcategory: Swinging Exterior Doom s mb . tAl N_b�� Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumafd OaR Boulevard Tallahassee, Florida 32399-2100 (850) 487-la24, Fax (850) 414-6436 0c 2000-2005 The State of Florida. All rights reserved. copyright and Disclaimer PmductRApEN proval Accepts: M H = http://ww�v.floridabulIding.org/pr/pr_app_lst.aspx 4/22/2009 -,. Florida Building Code Online Page 1 of 2 r 6CLS Home Loa In User Registration Hot Topics Submit Surcharge Sb� &Facts Publications FBC StaffBQS Site NLUp Link Search ( `ek Product Approval USER: Public User product App!oVai Mri! U > PradUtt or App§U1U0n Sea!'Ch > %4[1Qiicaton. us, > ApplfrmMeim qe U Z # EL3341-R2 Application Type Affirmation Code Version 2007 Application Status Approved Comments :. . Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Fleming Door Products Ltd. 20 Barr Road Ajax, (1)05) 643-3667 Ext Z17 bbuffey@flemingdoor.com Bud Bulley bbulley@flemingdoor.com Bud Bulley 20 Barr Aja bbu i d Bud B ' ey 20 Barr Road Ajax bb ull ey @fle min gd oor. c om Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Underwriters Laboratories Inc. Referenced Standard and Year (of Standard) Standard year ANSIA250.13 2003 TAS-201, TAS-202, TAS-203 1994 Equivalence of Product Standards Certified By Product Approval Method Method I Option A littl)-//www.ileridabu.ildi(ig.,,)rg/pr/ppr a p_dit.aspx'?parain=-wGEVXQ tDgtPHx6k%2fil`i'... 4/22/2009 Florida Building Code Online Page 2 of 2 Date Submitted 01/06/2009 Date Validated 01/06/2009 Date Pending FBC Approval Date Approved 01/20/2009 FL # .Model, Number or Name 'Description 33341.1 Exterior Hollow Metal Syringing UL Classified Windstorm Resistant Commercial Hollow Doors lQuality Metal Doors _ Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Assurance Contract Expiration Date Approved for use outside HVHZ: d impact Resistant: Installation i:stri_-ctions Design Pressure: +/- PTID 3341 1 ANSI A250-11.pdf Other: Ins.;ing and outswing, singles and pairs of flush, PTID 3341 1 UL, Windstorm Product Li bels,pdf embossed or glazed Windstorm Resistant Doors as listed PTID 3341 R1 I UL 2004 FBC ComD_lia. ce_Letter. pdf Versed By: by Underwrters Laboratores under Guide Reverence ZHCW.R8930 Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 3341.2 Exterior Hollow Metal Swinging UL Classified Windstorm Resistant Commercial Hollow Frames, Transoms, Sidelights and Metal Frame Product Windows Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Installation Instructions Verified By: Other: Inswing and outswing, singles and pairs of Created by Independe arty: Windstorm Resistant Frames, Transoms, Sidelights and Evaluation Reports Windows as listed by Underwriters laboratories under Created epen nt Thir Guide Reference ZHDL.R8931 nam OCA A m'a rab0 Department of Community Affairs Florida Building Code Online codes and Standards 25555humard Oat, 8ouievard Tallahassee, Florida 32399-2100 (850) 467-1824, Fax (a5O) 414-8436 © 2000-2005 The State of Florida. All rights reserved. copyright and Disclaimer Product Approval Accepts: Y Itlgn Bo Setarcd v[u�rvr http://www. fl oridabuil ding. org/pr/pt-_app_dti.aspx?param=wGEVXQwtDgtPHx6k%2fnY... 4/22/2009 Notice of Acceptance (NOA) GAF EverGuard' TPO Single Ply Roofing Over Wood Decks CO? Updated: 8/08 System TM Your Best And ^ Safest `I Quality a You Can Trust Since 886 M I A M I-DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such test and the AHJ may immediately revoke, modify, or suspend the use of such product or materi i their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined ade County Product Control Division that this product or material fails to meet the i men the applicable building code. This product is approved as described .herein, and has been designe , co with lorida Building Code and the High Velocity Hurricane Zone of the Florida Bu' e. DESCRIPTION: GAF EverGuardo TPO Single Ply Roofin s er Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 04-0723.02 and consists of pages 1 through 8. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08-0514.05 MiAMMADeCouNTv Expiration Date: 09/22/10. �LgjualngslApproval Date: 07/31/08 . Page I of 8 ROOFING SYSTEM APPROVAL Category' Roofing Sub -Category: TPO, Single Ply Roofing Deck Type: Wood Maximum Design Pressure -97.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description EverGuard® TPO Membrane Various ASTM D 6878 ThermoPlastic Olefin reinforced (White, Grey and Tan) membrane. EverGuard® TPO (45 mil, 60 Various ASTM D 6878 ThermoPlastic Olefin reinforced, mil, 80 mil) Membrane fleece -backed membrane. EverGuard® TPO 45 mil Various ASTM D 6878 Reinforced flashing membrane. Utility Flashing Membrane EverGuard® UN-55 Detailing Various ASTM D 6878 reinforced flashing membrane. Membrane EverGuard® Coated Metal 4' x 8' US CS-245-62 EverGuard® membrane 1 ma 4' x 10' sheets Ga. galvanized st EverGuard® Preformed 4" x 4" x 4" ASTM D 4434 Prefabri mo d o piece Corners 20 pcs. crtn. co s. EverGuard® Preformed Vent 1" - 8" o.d. ASTM D 443 re- ed vent pipe boots. 'Boots 6 pcs. crtn. EverGuard® TPO Bonding 5 gallon pails Proprietary Adhesive for fully adhered systems Adhesive and membrane flashing. EverGuard® H2O Bonding 5 gallons Proprietary Water based adhesive for fully Adhesive adhered systems and membrane flashing. EverGuard® TPO Cut Edge 1 quart squeeze Proprietary Solvent based sealant for TPO cut Sealant tube edges. EverGuard® Aluminum 1/8 x 1 " x 10 TAS 114 Lip termination bar. Termination Bar . EverGuard® Expansion Joint 4"-8" x 50' Low profile expansion joint cover. Cover EverGuard® Standard 1/8" x 30" x 36" Standard duty walkway pad. Walkway. EverGuard® Heavy Duty 1/4" x 30" x 36" Heavy-duty walkway pad. Walkway NOA No.: 08-0514.05 CMIAMMIiDADEcouNTY Expiration Date: 09/22/10 • Approval Date: 07/31/08 Page 2 of 8 Test Product Product Dimensions Specification Description VersaShiele 350 sq ft. roll ASTM D 226 Non -Asphaltic Fiberglass -Based Type lI Underlayment and/or fire barrier. TOPCOAT® Fireshield ASTM D-3412 Surface coating for smooth surfaced Elastomeric Roofing ASTM D-21-96 and mineral surfaced roofs with fire Membrane ASTM D-1475 prevention additives. ASTM E-1644 ASTM D-6083 TOPCOAT® Surface Seal 5 or 55 gal ASTM D-412 Solvent based elastomeric membrane ASTM B-1 17 system used to protect various types ASTM C-794 of roofing surfaces ASTM G-12 ASTM D-21-96 ASTM D-1475 ASTM E-1644 FireOut 5 or 55 gal UL R1306 A low VOC, water -based coating system that provides flame spread and penetration protection. APPROVED INSULATIONS: TABLE 2 Product Name Product Desiinlation M u rer urrent NOA EnergyGuardTm PolyIso Polyisocyanurate foam GAF Materials Corp. EnergyGuardTM RA, RN Polyisocyanurate foam GAF Materials Corp. EnergyGuardTm Composite RA, RN Polyisocyanurate foam insulation with GAF Materials Corp. high -density fiberboard or Permalite perlite insulation. EnergyGuardTM Perlite Perlite insulation board. GAF Materials Corp. EnergyGuardTM High Density High density wood fiberboard GAF Materials Corp. Fiberboard insulation. EnergyGuardTM Composite Polyisocyanurate/wood fiberboard GAF Materials Corp. composite. Dens Deck® Water-resistant gypsum board Georgia Pacific NOA No.: 08-0514.05 MIAMI•oaoecOUNTY Expiration Date: 09/22/10 • Approval Date: 07/31/08 Page 3 of 8 APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. TABLE 3 Product Product Name Description Drill-TecTM #l2 Standard Insulation fastener for steel, & # 14 HD Roofing wood & concrete decks. Fasteners Manufacturer Dimensions (With Current NOA) BMCA. Drill-TecTM ASAP Pre -assembled fasteners and metal and plastic plates. . Drill-TecTM Plastic Round Polypropylene plate. 3" & 3-%2" Polypropylene Plates round Drill-TecTM Metal Round galvalume plate. 3" & 3-%2" Insulation Plates round Drill-TecTM AccuTrac Square or Round Plate Plate or Drill-TecTM Steel Galvalume® coated steel Diameter: 3" Plates plates and 3 '/2" BMCA. BMCA. BMCA. GAF Materials Corp. 6. Drill-TecTM XHD Barbed Round barbed galvalume 2%" round GAF Materials Corp Seam Plates membrane plate. EVIDENCE SUBMITTED: .. \% Test Agency/Identifier Name Report Date Underwriters Laboratory, Inc. 03CA38009 UL 790 01/21/04 R19254 ASTM D-226 09/13/01 Factory Mutual Research Corp. 3B9QLAM FM 4470 01/08/98 3020588 FM 4470 03/24/04 IRT-ARCON 02-005 TAS 114 01/18/01 02-008 TAS 114 01/24/02 Atlantic & Caribbean Roof 08-022 TAS 114 4/17/08 Consulting, LLC NOA No.: 08-0514.05 MIAMI•DADE COUNTY Expiration Date: 09/22/10 Approval Date: 07/31/08 Page 4 of 8 APPROVED ASSEMBLIES: Deck Type 1: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type D: Membrane mechanically attached over preliminary fastened insulation to wood deck. All General and System Limitations apply. Fire Barrier: FireOutTM Fire Barrier Coating or VersaShield®Non-Asphaltic Fiberglass -Based (optional) Underlayment. Dens Deck: Minimum'/" thick, preliminary fastened to deck with 4 fasteners per board. Membrane: EverGuardo TPO or EverGuardo TPO (60 or 80 mil Fleece -Back) 5.0' wide mechanically attached with Drill Tec® #14 HD screws and.2%" Drill Tec® XHD Barbed Seam plates at 6" o.c. in the minimum 5" wide side lap and sealed with minimum IN' wide heat welds. Surfacing: (Optional) 2. Advanced Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. EverGuarde self -adhering Standing Seam Architectural Profiles installed in compliance with manufacturer's specifications and applicable Building Codes. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal./sq. Maximum Design Pressure: -45 psf; (See General Limitation #7) NOA No.: 08-0514.05 MIAMI•DADE COUNTY Expiration Date: 09/22/10 Approval Date: 07/31/08 Page 5 of 8 Deck Type 1I: Wood, Non -Insulated Deck Description: 19/32" or greater plywood or wood plank System Type E(1): A mechanically attached anchor sheet with membrane fully adhered. All General and System Limitations apply. Fire Barrier: FireOutTM Fire Barrier Coating or VersaShield®Non-Asphaltic Fiberglass -Based (optional) Underlayment or minimum '/" thick Dens Deck, preliminary fastened to deck with 4 fasteners per board.. Anchor sheet: GAFGLAS® #80 UltimaTM Base Sheet, STRATAVENT® EliminatorTm Perforated Nailable Base Sheet, RUBEROID® Modified Base Sheet, RUBEROID® 20 or RUBEROID® Mop Smooth base sheet mechanically fastened to deck as described below; Fastening Options: Anchor sheets attached to deck with approved minimum11/4" annular ring shank nails and I %" tin caps at a fastener spacing of 9" o.c. at the 4" lap and in two staggered rows 9" o.c. in the field. Membrane: EverGuare TPO or EverGuard® TPO (60 or 80 mil Fleece -Back) adhered to anchor sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Surfacing: (Optional) 1. Advanced Green Technologies Photovoltaic Laminate solar energy collector auxiliary roo equipment installed in compliance with manufacturer's specifications and applic B 'din Codes. 2. EverGuardo self -adhering Standing Seam Architectural Profiles i sta in co lia manufacturer's specifications and applicable Building Co 3. TOPCOAT® Surface Seal, TOPCOAT' Fireshield® SB S t d meric Roofing Membrane applied at Ito 1.5 gal./sq. Maximum Design Pressure: —60 psf, See General Limitation #7 NOA No.: 08-0514.05 MIAMI•DADECOUNTY Expiration Date: 09/22/10 • Approval Date: 07/31/08 Page 6 of 8 Deck Type 1: Wood, Non -Insulated Deck Description: 19/32" plywood nailed 6" o.c. at the field of the sheet with #8 ring shank nails and 4" o.c. at the perimeter of the sheet with #10 ring shank nails. Plywood installed over wood rafters spaced 24" o.c. System Type E(2): Membrane mechanically attached to wood deck. All General and System Limitations apply. Fire Barrier: FireOutTM Fire Barrier Coating or VersaShield®Non-Asphaltic Fiberglass -Based (optional) Underlayment or minimum '/4" thick Dens Deck, preliminary fastened to deck with 4 fasteners per board. Membrane: EverGuardo TPO 45 mil, 5.0' wide mechanically fastened over the plywood deck into the cross bracing of the deck (48" o.c. span) with Drill Tec® #14 HD screws and 3".Drill Tec®AccuTrac plates spaced 6" o.c. in the minimum 5" wide side lap of the sheets followed by applying a minimum of 1 %2" wide heat weld. Surfacing: (Optional) 1. Advanced Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. 2. EverGuardo self -adhering Standing Seam Architectural Profiles installed in compliance with manufacturer's specifications and applicable Building Codes. 3. TOPCOATr" Surface Seal, TOPCOAT' Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal./sq. Maximum Design Pressure: -97.5 psf, (See General Limitation 47) NOA No.: 08-0514.05 MIAMI•DADECOUNTY Expiration Date: 09/22/10 Approval Date: 07/31/08 Page 7 of 8 ;i �tJ' � ? •_' li _ .�t� .i lJ i.i ��J{/ �� WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall beat a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of - 5. Fastener spacing for insulation attachment is based on a Minimum Characters c r alue of 275 lbf., as tested in compliance with Testing Application Standard TAS 1 I stene alue, as field-tested, are below 275 lbf. insulation attachment shall not be ac 6. Fastener spacing for mechanical attachment of anchor/base et or emb . n achment is based on a minimum fastener resistance value in conjunction th mu , ign value listed within a specific system. Should the fastener resistanc a quired, as determined by the Building Official, a revised fastener spacing, pr and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consult mabe submitted. Said revised fastefier spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NO' , General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be _ applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY ...• • jllllllllllF NOA No.: 08-0514.05 Expiration Date: 09/22/10 Approval Date: 07/31/08 Page 8 of 8 1 TEC"I°UNdTM Roof Deck Project Installation Guidelines � -11Tl; PET-l`RS, & ASSOC., INC. U hivlsllitt j V11Ctlri ells This dr,rtttlwilt has beer rrvleN+cr1 for ci,afr,rutarta with fire tle,Jihrr cotlapts nlid tgc-ne.eal Crtmpliallee wita the colltrn.ct docilo lim 1'1)e Conit•actrir• Is resptilmlble for cstni?t'utiat;� Hatt cr,1-7-611i1q, nii ritlanl[tles, and cllntc�tt=,inus, fi1111'ICariOp r,pcl cnn�tt•ttctlutt ntrtl; =�i,, ilitrl rr,urtiinatini; this wotk with rill t�tiscr tt'n.Glrs, 'NO EXCEP1,71ONS TAKEN E'NCETTIONS NOTER 0 IRESl,'13NITT Distribution: Installation Supervisor Job Foreman TmTrademark of Tectum Inc. �nuM$ P.O. Box:3002 Newark; Uhlo 43650.3002 740,345-9691088,977.9691 740.349-9305 or 800.882-8869S* X ilUpi//y�inv,tectlim.com Table of Contents I. Introduction 11. General Instructions 111, Before- the Peck Arrives A. Jo . b site Inspection B. Shop drawings review C. Delivery date 'D. Job site: meeting with: generaf contractor and related trades, 'E. Stbrage on job site IV. Installation A. Safety B, Planning C. Transfer material rial to job D. Tools 'Ago 1. Cutting 2. fastening tile 3. Fastening plank 4. SlIde,harnmer E. Special requirement's 1 Penetrations In roof deck 2. Skylights . 1 3Painting, F. Cautions 1. COricerittated loads 2. -'IZIoof traffic 3. Damaged panels 4. Prcilonged'ox'posiure to precipitation 5. Inside moisture problems 6. Use of,vapor,46tarderg 7. '806rid transmission blocks 8. Wind soils G. Job site clean up H. Inspections / Acceptance 2 The TECTUMTM roof deck:project. checklist is provided as.a guide for.coMrac- tors using TECTUM roof'deck.products. Congraiulations..:you are about to install one of. the.preir ler roof decks available today. Quality Installation procodures will assure a quality .6u i1dl% Proper, han- dling'will also assure the contractor of,optimuin. production efficiency. TECTUM roof.deck products provlde a -combination of physical characteristics usually achieved only in a combinatloa of several separate building materials'. The, installation of a TECTUM roof, dock; provides with one product 1) structural roof ,deck with diaphragm and'vedical.loading capacity; 2) excellent sound, absorption;.3),insulation values .up to an N of 45; and 4)': a{unIIque'decorafive textured Interior finish: Good ,planning will lower your risks�of:omissions and/or costly errors. TECTUMM roof deck Is relatively easy, Jo install and -malntain.provided,a tew�basic precau- Vons are, taken .by the. jobsite.foreman by roviewing and using the guidelines for the,job., Rooi D®ck Project To ensure fast, efficient installations,, the following steps. should precede t_he arrival of file TECTUMTM roof'deck.on the jobsite. A). The jobsitb.shouid be-inspecte(d. The area where the material will be stored and stagod for . production reserved: 1) The accessibility ;of the building will determine the hoisting equipment. requlred'on the jobsite for unloading the trucks and placing material on the roof. B) C)' D) 2) Qeternllne the.'stdrf ,opint on the -deck. 3) Verify the structural.spacing:of the:purllo and"structuratsteel/wood. Will standard, length, material be acceptable or will special lengths be required? Does it conform to the approved shop drawings? 4) Verify the purfIns are;all'spaced correctly on:the same; plane. b) Verify the perimeter supports are installed and properly. aligned with ,the puriins/structural ste'eUstructuml wood." Shop drawings, should be reviewed, Approved.shop'drawI 's are ..qulm before the project, begins; Clarify quasifons or orris ion it the0 , before'you proceed- Thp cutting -list should bo m t. .shop drawings and the order and dell 'dates confir, a it t f Delivery dates should be.confirmed a minfm of a week in advance -of 'tie requirements -Prows and equipment.sh bd- be available to unload 'trucks in a ;timely matter. Truckers are independent contractors and the mejcrity will be prompt; but ,deilvery, is: always,_sub)ect to weather,,'break= ;downs and unforesoen.clrcumstances.Do not schedule, production until.the -material Is on the jobsito. Inspect. -al l-TECTU.M roof 11 deck.. shipments. Any variation from. the bill of. lading. must be noted as well, as damage..Chedk accessories and provide: safe storagp. Requestthe general contractor orowner's-representative schedule a'meot- Ing to coordinate the Installation with other trades. Review the scope and responsibllities.,of :the roof.deck sub -contractors; as related`to other trades. Access to the work,area, restrictions to trades working. below, 'spacing of bar joists/purlins: to accommodate -standard length material and' coordina- Lion of waterproofing are examples of itemsthai must be discussed: E) Storage 1) TECTUMIM roof deck should, be unloaded and stored on the site or In a building under.constructlon on a stacking platform. The platform isto be raised at least 6" i-om .the ground 'or floor level. The TECTUM roof deck should be covered with a'tarpaulihsj waterproof paper or plastid film and secured. Waterproof coverings must be ultraviolet (UV) flight resistant for TECTUM III,.NS;and"E" decks. The.deck.Will. be stacked so that the pro- tective covor will shell -water. ff the TECTUM roof deck Is to, be stored for a long p©riod,'the:platform_will.bs covered with a, moisture resistant material' before the dook Isstacked ion `the platform. Allow for eircirculation under the -waterproof cover to.prevent'condensation. I] .Nohow ?m TEC ,UAt' "`� TECTUM -- TAO 6" MIN. G" MIN: r END VIEW SIDE VIEW E) Care "of the. Material 1.) Care must be used in handling. TECTUM roof deck to pre edges and exposed:surfaces,0om.mechanical. devises and' exposure. 4 All TECTUM1deck1bld In a dayshould bevad® We 1 of that days-vuork,. prefetalily by the appllcation�o era n 1 j '"fie of the contractor, by covering wish waterproof films s ene. When sitlewalls and roof deck.are not erected at tho sa time;, edges_ and plank entls should be'temporarily weather proofed to,safeguard against damage. 3) Ifuncompleted'deck gets wet, planks should be.placed`over It.to suppdrl.tiny heavy mat©vials whie i.might bestacked`on the deck, or to.support the weight o(Wheel-barrows or buggies transporting concentrated loatls,.lf welting.has. been ongoing."over a- period: of time, judgment m'ust,,be. used as to whether wet;pan@Is:neod roplacemenf:. 4) A0011cation of.roofing over TECTUM roof decks should, be in accordance with : m roofinganufactureds'speciflcations. Careful'job coordination will result in tile stmuitaneous,applicatior :of the -roofing to Insurethe TECTUM deck'is not exposed to precipitation or condensation which may cause water staining. Extended exposure totnoisture.may result In loss of struoturai strength. If job, conditions'do not permit prompt application of.the roofing, ;tlio TECTUM deck shall. beprotected.fiom the Weather. Sioped roof shallb6covered'with under- lay paper.. goof Doan Protect A) Safety. All pertinent health and safety rules and regulations for the project must be followed. B) Planning. A well thought out plan of action will, incorporate all the elements - need to complete the "project, in a timely fashion: work schedule, maierlals, labor; tools and hoisting equipment. A mebting with the crew before the pro)- act begins should provide thorn with a plan of action, the Job conditions they will be working with and the type of material, fasteners and safety precau- tions. C). Transfer. For transferring,TECT,UMTm roof'deck,from the, storage or staging area to the, roof, a forklift hoist or a crane maybe used. A level platform for temporary storage on the deck`Is recommended. The platform must spread the ,load to, the underlying structure. For moVing TECTUM roof"deck panels dcross "a low slope'roof, the use' of light roller conveyors (roller skate type) is: recommended: Doilies (four wheel,rubber tire) can be used, Planking should be used to- prevent, con- centraied loading "f rem stacks or piles of construction material and wheeled vehicles. .D) Tools. Different TECTUM deck systems will require special tools; however, most Jobs will require ctiiting, fasteners,and a slide hammer to drive the TECTUM panels 'tightly together. T{r,r.rr },ura " WPIWl W. rtWrp dal 1 "!v Wrrfi&N& .a 1) Cutting. Circular saws and Linearlink VCS12 for kerYECTUM Ili and TO panels.' CAUTION:' Cutting should be' done on a eVel' surface. Dust on"a sloped roof willcreete. a hazard: 2) Fastening'- The System. a):Posiliohirig and Attaching Tees (1) Bulb tees/truss tees should be spaced accurately according to specifica- tions (plus or minus :1/16") and securely: positioned,'by means, of tem- plates. The tees shouid`'be welded at every point of crossing over the main framing-members.by means of a filletweld on alternate "sides of�'the tep. flanges -at intermediate supports for spans of less than 8' (both sides on :spans over 8') and on both sides of the, tees •at the ends. Fillet welds shouid be a, minimum of dW. in length. Allow expanslon joints as directed by the structural engineer Screws can'be used Instead of fillet welds for truss tees: Holes for the screws,can be'prepunched or field drilled with the typical pattern the same as the welds. Attachment .must meet the uplift requlrements of.the,local building code. ��. Template for Posltloning Bulb Toes (2) Ends,of bulb tees/truss tees should fall ornthe main framing, members and have a minimum bear(ng of 1". Ai this point, a fillet weld should be made on both -sides of the tee flange. Where tee ends bear on masonry, they should be secured by suitable means. Typically a welding plate is attached to the masonry. (3) When layingaeos on wood purlins, welding plates spaced at24" or 32" o.c. are halted or screwed to'the purlins and the tees welded to the plates.-Whe'n concrete purlins are used, steel'inserts should be provided. (4) bn slopetl decks, when iees.' areplaced parallel with the ridge, the tilo spacing must becM*r arefully necked sirice'the TECTU^ deck will naturally bear more_'on the lower bulb tee. This will require temporary sh(mmin the ails to°Insure equal grouting'on both sIdes of the tiles. (5) Truss tens.maybe used when the framing, members are w OfThe t tees are screwed tolhe wood members with a1 cr least 1-1/2"In length through the bottom angle Recommended WeI dIhg Layout Root Deelt Project b) Laying TECTUMTM Tile on Bulb,Tees (1) TECTUM roof dials laid with the long dimension,paraliel to bulb tee sub purlins. Each the should be spaced evenly between the bulb tees to provide a miniinuin edge bearing of 1/2. (2) When laying 48" long ends T & G tile, all Joints running, perpendicular to the bulb tees are broken by starling with a full tile, then a half tile, in alternate rows. When square end spoclal length tile is applied, the ends should fall over the bulb te6sup0orls, Tile lengths should be staggered where practical. (3) The' unsupported tongue and groove ends should be butted tightly. (4) Tile is then cut to fit at ridges, hips; valleys, parapets, curbs, walls, around tints, plpes,, etc; Where Ills necessary to.cut and fit standard pieces, use a power saw with -carbide tipped blades. c) Bulb -Tee Spacing and Anchoring TECTUM Tilo. 610 V (1) The open joints between the and bulb to a I wit t prior, to I he applicationof, roofing or insulation. Ch It ectum Inc. dis- 4ributor for,premlxed TECTUM grout. See' chnical Bulletin T 32; (2) After grout has been poured At should be leveled. (3) ,Filler strips maybe required for thicker TECTUM tile;.A special hoe. or ;trowel should. be used to, level the grout,and provide the proper. depth slot for the flllerstrips. (4) Tile used on a slope, may,require wedges to, maintain the -proper spac- ing of tie panel in.the tee. The wedges are placed between the tee and ;the panel on the lower side. (5) Tile installed with toes. running up the slope will require an additional mechanical fastener or thrust angles to prevent the the from moving down the slope: (6), Grout should fill the entire space between tale 'and bulb tee. After the grout has taken its initial set, :the excess above the, ton surface.of the deck should -be scraped -off to form a joint flush with the top surface of `the deck. The roofing, or insulation may then, be:appiied. M. GROUT 1ECiUA1 iCC1UM SSSS aR 1 A 24", is Weld AIMO l► appsdle 6/ ruclu)el auppollln6 elal tdttt at man it mppollt S mitt. 3) TECTUMTN1 Plank Systems a) Verify that. tlie, span -does not exceed the plank capacity. b) All TECTUM"plank should, be started approximately_' from`the parapet Wall and/beWood_blocklhg as dictated by building tlosign, c) In laying TECTUM.plank; the unsupportedtongue and groove are butted tightly. This Is best accomplished using a Tectum Inc, slide hammer. This tool'reduces,the risk of,damage to tho,panels that can,occur when using a driving block and sledge: Safety Is also increased as the user does not need to be attheedge of the panel swinging a sledge.. d) The end joints on adjacent rows of -plank are staggered. 4) e) All TECTUM plank, with the exception of long span- when c ache. , should be installed wit h':the tongue leading. This fa it as pfica, tion of construction adhesive when. required., Anchorage of TECTUM Roof Plank a) Install TECTUM plank;In:accordance wlth'the ap , ve, shop drawings., b) Typical methods, rot installation dnclude, attachment with screws and washers; clips, spedial'nails or special screws. Installations may require construction adhesive. The'adhesive is placed onstructural members and along the tongue'. A WEE broad .is 1 , ,5 rE,5- ��., used. iDrb4 c) Anchorage must be at intervals which provide uplift meeting -the requirement, 'of the local "building codes or 3o lbs. -ps:f:, whichever is greater. d) A minimum of.iwo (2)_screws-or.nails per bearing Is, required .unless clips are used, mmmim Roof Deck Project e). Clips, when used, should be placed at each crossing of the plank over supporting members. Typical attachment of the clip is by welding. Screwatlachment is also acceptable. f) Screws are required to be of sufficient length to penetrate the steel with full threads. Screws'intb wood need to be at.least 1" longer thanthe deck thlckness. Nails should be of sufficient length to penetrate the nailable members by 1=1/2". g) Special attachment methods may be 'required for diaphragm construe- tion. Contact Teclum Inc. for additional information. h) Special installation methods Ere required in high humidity areas such as over swimming pools. Contaof Tectum Inc. for proper design and special installation requirements. rhty 114 At frr�d�d/n9�/4' 111G�daeiw�wl/l�o1-112" aaJe�; /aJidln,�m � to/a//f! /Qv/ m n ',. ' r &n1 mW a,C,ery v 1if�%tr:�x1N'Jp'� A/axluaa� a ar�ca7ra/. �.y-Oxmvo/aanre/s A /doirl/Je Na6/r9%6°leo/a/im*AdAma11k W1D mgedvitmg az ,'V 10 wcio� :7Pa�r. !k!/a/HrmvaA2" E) Special Roquirements. 1) Penetrations In roof deck --- Openings greater than 6" In diameter or 8" In. any dimension. shall be framed and tied into the structural framing: Skylights require special care. Adequate drainage for condensation on metal component of openings must'bo provided: 2) Painting. The exposed underside of TECTUM?M decks may be painted after ihstallation with a sprayer using quality paint. A latex'non-bridging paint should be used to maintain acoustical properties. F) Cautions. 1) Avoid concentrated loading during construction; Pallets should be dis- trlbuted over several bar joists when being placed on roof staging area: 2)' Secure all individual panels before allowing traffic or other trades on roof. 3) Do not. install damaged & marred panels: 4) Do not expose roof deck to prolonged precipitation. If Job conditions do not permit prompt •appllcation of the roofing, the TECTUM deck should be protected from the. weather. Sloped roofs should be covered with underlay paper. TECTUM deck must hot be subjected to excessive water during the erec- 09 tion process. 5) TECTUM roof deck should not'be installed over freshly po . d; un red concrete floors without providing adequate ventilation, ee r com dations•of-the ASHRAE Handbook of Fundamo�sS� 6) Limitatlons. TECTUM Ill or,TECTUM l decks wl� and 'addl- tional Insulation must:be used In hIgh`humidlty a s. M . UM "E".and NS should not ;be specified for.' rooms subject to Conti ' ous high humidity such as.swimming pools or,commercial. laundries, When suspended ceifings:are Used under TECTUM decks, the enclosed space should always be vented following the •,ventilation recommendations of the current ASHRAE Handbook of Fundamentals:. 7) Sound Transmission Block& To.minimize room to room sound transmission, place sound transmission blocks over partitions. Blocking should be:V thick wood, grout or equally'dense material' and should be caulked for .best results when wood'or other rigid.materlals are used. -]Roof PPOIC Project 8) Wind Seal. To,provent heat loss laterally through'the'TECTUM deck, a wind seal should be installed when TECTUM deck spans an exterior wall. Wind seals can be roofing. felt, wood; grouting material, etc. �G) Daily Cleanup a1 Jobsite. All endouts, dunnage acid waste materials shall be disposed of at the end of each working day. Protectcutoffs that are required for use In .other areas. H) Inspection/Acceptance. The job foreman for the erection area should inspect the job In progress at various Intervals to ensure the following: 1) -Is the deck surface suitable to receiving roofing? 2) Is roof deck'protected against rain after.the day's .work? 3) During erection', are overly heavy concentrated loads being applied to deck surface? 4) Any -piece§ found unsuitable°due'to abrasion marks, abused plank should be removed and replaced. 0 6) Check the following: a) Are all clips properly spaced and Installed correctly? 40 b) Are all joints properly•grouted? .,, c) Are all. pieces, properly secured by nails sc d) Are all joints, both side and end, driven, tig e) is good'ventilatlon provided'for closed in bu Iding during construction? 6) Upon final inspection by erection crew foreman, another final Inspection should be made with the Job superintendent to verify that the 'deck Is acceptable in all respects.IThe final, inspection should be confirmed in writ- ing, if possible signed by; both inspectors and filed with.the,other permanent job records. January 12 1999 0 � M� s - the Nohe Control So1_ufi TECTUM ROOF DECK DESIGN GUIDELINES DESIGN LOAD DATA'*' System Thickness!•• Wt.(psW** Product 24'! 30'! '36" 38" 40" 42" 44" 48" 50" 52". SO 60" 66" 72" 84" 96" Comp, 210 4.4 E 206 125 1-00 90 80 74 65 50 Plank 3Y" 4.5 E 200 ISO 135 120 110 100 90 75 70 65 60 50 E 4" 4.6 C 200 180 165 -ISO 135 125 •115 9S 85 75 70 60 '55 50 35 5" S.0 E 200 195 175 15S 140 120, 110 100 95 85 70 65 60 45 6",,T 5.1 [ 200 180 170 160 M 125 30S 7S 60 W,,9",10" 5.5, E 200 165 130 100 75 Plank 2%" 4.7 NS 200' 12S 100 90 80 74 6S 50 NS 3" 5.6 NS 200 195 135 120 110 100 50 75 70 65 60 50 3%",4" 6.4 NS 260 195 175 155 140 120 '110 100 95 80 70 60 50 °• All published design loads are based on'minlinuni sofety factor of four, For example, 50 psf design load has'an ultimate load'of 20D psf. ••• Tfiickness and weight are nominal. For loads greater than 200Ebs., contoc4Tcctumfnc:Techlikai Department 11 1 f l 0/0 s'P��'�'�►e� 'mac �h��� ,�rna-���:. C©rlsulth1 f) iwffr;Inears This dovilmc11.1 1:1 bi:vn' rerieNve t for omropill 11ilev wil•Er tic fl('sit'n t:i)t7C,pis .n.n(1 1, voill.1111.111ce 10th tIre eaI)(-raCt C"ctn(nicirn- i:: r(ml)(111sible for "fl!h-mflit! W'd (—orrrt :bill; all quafltlties mid {11111 •llsln.ns, f.,lbriculioli ;trill coitstrticfinn .thncls, wid cotlydlnnl.ili1; this work with '111 t:Th 1. fradec ' i4 CL1rT(i3NS NOTED www.tectum.com 888.977-9691Phone 800.832.8869'Fox Einalli Info@tectUM.COm UPLIFT kesISTANcr. or ittyum Scam Asmlemcs U00 W.011 711-cy . Um 11 !, W1111 Po . MR UPLIFT SPAN P . MR FAST . IN . HIS Pkil RESISTA, N"COO PRODUCTS 36" 470 AD I, Gy! %Be AS 47Y 2 60 NSC, III t6w, '3, NSO.Zlil 2. LS 3 lid is 47,' 2 so, 7214 01 3 47", 4. 9w1f 47" 2 so E, III 90114 .47" 3 75 100 V, III safety factor of 21JOS,been used to 'Screws to 6a, b-imInImum 61111longer Via"'panchh'Icknoss." VT 6wil 6c. V moo & AISSWIC41 INC. C?il It I I I g E, h g I Ii.flot I I, ft I I d I.:, I I It's. 11, 1, ti, v o 1) w. it 41, oioiflo4 atn.d -.06 wo 1,11, 10 (11 it 11. 4, 1 wi W11.1tectUrgcoln 880-977-091 ph*60 00-13241369fam. Walk InfookeCtum'COR. RE: 69140 - Const. by J, Inc./Golden Corral, PSL Site Information: Customer Info: Construction by J, Inc. Project Name: Golden Corral Model: Lot/Block:, Subdivision: Address: US Hwy!. City: Port St. Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building: Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/TP12002 D Design Program: MiTek 20/20 7.1 Wind Code: ASCE 7-05 Wind Speed: 140 mph Floor Load: N/A psf Roof Load: 45.0 psf This package includes 6 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name Date f IT3322268 JA 1 4/7/09 I �2 IT3322269 113 4/7/09 13 IT3322270 JB1 14/7109 1 14 I T3322271 1 GE1 1 4/7/09 15 I T3322272 J PB 1 4/7/09 16 I73322273 J-P 1 4/7/09 -XrGh. �o re wevi + Verity ail �(Mrf freia's BRITT, PETERS, & ASSOC., INC. Consulting Engineers t This document has been reviewed for nformmnct "th the dcsi;n concepts and rencr::i cunrl �..ancc vJth the contract docr1�,C:,': 'i he C iitr;utor is responsible for all quantities and t;c�n and construction ci i.3g this v,-ork with all The truss drawing(s) referenced above have been pared by Robbins Engineering, Inc. under my direct.su_pervision based on the.parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My -license -renewal -date -for the state.of-Florida.is -February23, 201.1. !-� _ CEP IONS TAKEN Lw'l r X 'EPTIONS NOTED ❑ 1%ESUB-N1I,r Date: N ao 4'? By: Gv l t NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss . 'components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, -per ANSI/TPI-1 Sec. 2. 6904 Parke East Boulevard Tampa, FL 33610-4115 Phone: 813-972-f135 Fax: 813-971-6117 www.robbinseng.com -DALLAS TAMP -A •, -FT. WORTH Velez, Joaqtun Joaquin Velez, FL Lie. #68182 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 April 7,2009 loft Job Truss Truss Type City Ply Const. by J, Inc./Golden Corral, PSL T3322268 69140 A HIP 4 1 Job Reference (optional) Chambers Truss, Inc., Ft. Pierce,'FL 34982 I 7.120 s Feb 10 2009 MiTek Industries,Inc. Tue Apr 07 07:59:37 2009 Page 1 -0 10- 4 9-7-12 19-4-8 29-1-4 38-9-0 3 -7- 4 0-10- 4 9-7-12 9-8-12 9-8-12 9-7-12 0-10- 4 This truss has NOT been designed for a 10.0 psf bottom chord live load Scale=1:73.6 7x10 M1120 3xa Mllzo I I nonconcurrent with any other live loads. Truss NOT to be used for residential 4x8 MII20 = buildings. 3 4 5 6 7x10 MII20 6.50 12 7x8 M1120 i 7x8 M1120 2 7 8 n 1 4 N L6 LEI ezill 1s 14 13 12 11 10 9 3x4 101120 11 4x4 M1120 = 4x8 M1120 = 4x8 M1120 = 4x8 M1120 = 4x4 M1120 = 3x4 M1120 11 9-7-12 , 19-4-8 , 29-1-4 i 38-9-0 , 9-7-12 9-8-12 9-8-12 9-7-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.06 12 >999 360 M1120 2491190 TCDL 20.0 Lumber Increase 1.25 BC 0.19 Vert(TL) -0.14 12-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB• 0.42 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2007lTPI2002 (Matrix) Weight: 334 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, except BOT CHORD 2 X 6 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 9-0-2 oc bracing. 3-12,6-12: 2 X 4 SYP No.2D, 2-15,7-9: 2 X 6 SYP No.2 WEBS 1 Row at midpt 3-14, 3-12, 5-12, 6-12, 6-10, 2-15, 2-14, 7-9, 7-10 ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 'REACTIONS (lb/size) 15=1823/0-2-2 (input: 0-5-8), 9=1823/0-2-2 (input: 0-5 8) Max Horz 15=530(LC 3) Max Upliftl5=-652(LC 3), 9=-652(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1566/684, 3-5=-1616/818, 5-6=-1616/817, 6-7=-1566/685, 2-15=-1765/679, 7-9=-1765/678 01, BOT CHORD 14-15=-466/476, 12-14=-775/1220, 10-12=-566/1220 WEBS 3-14=-560/358, 3-12=-483/674, 5-12=-789/542, 6-12=-483/674, 6-10=-560/359, 2-14=-595/1303,7-10=-596/1304 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp B; enclosed; M S \In rtical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) cept Qt=lb) 15=652, 9=652. LOAD CASE(S) Standard Joaquin Velez, FL Lic. #68182 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 April 7,200 A WARMNG - Verify design parameters aced READ N07M ON MIS dND INCLUDED MITEKREFERENCE PAGE MI 7473 BEFORE USE. Design valid for use only with MiTek or Robbins connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols Numbering System Q General Safety Notes PLATE LOCATION AND ORIENTATION 14-1 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -'/16.' For 4 x 2 orientation, locate plates 0-1a6' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. O U CL O 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-131 1,-ESR-1352, ER-5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A NER-691 © 2006 MiTek@ All Rights Reserved I I[ no; Qo�" k I — i Robbins Engineering Reference Sheet: RE-10-10-06 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words. and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. sq Job Truss Truss Type oty Ply Const. by J, Inc./Golden Corral, PSL T3322269 69140 B COMMON 3 . 1 Job Reference (optional) Chambers Truss, Inc.,'Ft. Pierce, FL 34982 7.120 s Feb 10 2009 MiTek Industries, Inc. Tue Apr 07 07:59:39 2009 Page 1 2-3-6 9-8-4 194-8 29-0-12 38-9-0 41-0-6 2-0-6 9-8-4 9-8-4 9 8 4 9-8-4 2-3 6 Scale = 1:79.4 5x8 M1120 11 This truss has NOT been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Truss NOT to be used for residential 6.50 12 5 buildings. 4x8 M1120 i 4x8 M11 3x4 M1120 \\ 3x4 M11212 0 34 67 m 2 8 aQ � s I� 1 o 4x6 M1120 = 13 12 11 10 4x6 M1120 = 4x8 M1120 = 4x4 Mi120 = 4x4 M1120 = 4x8 M1120 = i 12-10-1 25-10-15 _i_ 38-9-0 12-10-1 13-0-14 12-10-1 Plate Offsets X Y : 4:0-3-4,0-2-0, 6:0-3-4,0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.09 8-10 >999 360 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.30 8-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(rL) 0.09 8 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 260 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-10, 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1933/0-2-4 (input: 0-5-8), 8=1933/0-2-4 (input: 0-5-8) Max Horz 2=361(LC 3) Max Uplift2=-799(LC 4), 8=-799(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2896/931, 3-5=-2494/942, 5-7=-2494/942, 7-8=-2896/931 BOT CHORD 2-13=-836/2379, 10-13=-360/1595, 8-10=-597/2379 WEBS 5-10=403/857, 7-10=-688/498, 5-13=403/857, 3-13=-688/498 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=799, AIVW 8=799. OF LOAD CASE(S) Standard Joaquin Velez, FL Lie. #68182 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 April 7,200 © WMMAIU - Verify design pmiametem and READ NO78S ON7711S AAW lNCLEFDED Mr7£KREFERBNCB PAGE Mf1.7473 BEFORE USE. Design valid for use only with MiTek or Robbins connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1PI1 Quality Criteria, DSB-89 and BCSI1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. . Apply plates to both sides.of truss and fully embed teeth. 1/16 v For 4 x 2 orientation, locate plates 0-'Qd ,from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI l : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3' TOP CHORDS BOTTOM CHORDS 8 7 6 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ]CC -ES Reports: ESR-1311, ESR-1352, ER-5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A NER-691 5 © 2006 MiTek@ All Rights Reserved L I � 6�76� 17gp I Robbins Engineering Reference Sheet: RE-10-10-06 ,& General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For Wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. <at, Job Truss Truss Type City Ply Const. by J, Inc./Golden Corral, PSL T3322270 69140 B1 COMMON 2 1 Job Reference (optional) dhambers Truss, Inc., Ft. Pierce, FL 34982 7.120 s Feb 10 2009 MiTek Industries, Inc. Tue Apr 07 07:59:40 2009 Page 1 9-8-4 19-4-8 29-0-12 _ 38-9-0 i 9-8-4 MA 9-8-4 9-8-4 5x8 M1120 = Scale = 1:75.8 This truss has NOT been designed for a 10.0 psf bottom chord live load 6.50 12 nonconcurrent with any other live loads. Truss NOT to be used for residential 4 buildings. 4x8 M1120 i 4x8 M1120 3x4 M1120 \\ 3 5 3x4 MII20 2 6 1 7 I 90 0 4x6 M1120 i 11 10 9 8 4x6 M1120 4x8 M1120 = 44 M1120 = 4x4 M1120 = UB M1120 = 12-10-1 25-10-15 , _ 38-9-0 12-10-1 13-0-14 12-10-1 Plate Offsets X,Y : 1:0-3-4,0-2-0 , 7:0-3-4,0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.15 1-11 >999 360 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.36 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.10 7 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 247 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-8, 4-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=1723/0-2-1 (input: 0-5-8), 7=1723/0-2-1 (input: 0-5-8) Max Horz1=-376(LC 2) Max Upliftl=-600(LC 4), 7=-600(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2952/982, 2-4=-2549/992, 4-6=-2549/993, 6-7=-2952/983 BOT CHORD 1-11=-918/2437, 8-11=-405/1621, 7-8=-717/2437 WEBS 4-8=-448/895, 6-8=-710/522, 4-11=-448/895, 2-11=-710/522 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=600, 7=600. LOAD CASE(S) Standard e Joaquin Velez, FL Lic. #68182 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Ceft.#5555 April 7,200 U WA MNG - Verify design parameters and READ N07ES ONTHIS AND INCLUDED M =REPBR WB PAGEM I.7473 BEFORE USE. Design valid for use only with MiTek or Robbins connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tamoa. FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. -'/16 " For 4 x 2 orientation, locate plates 0- IN" .from`outside edge of truss.. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal - Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI l : Building Component Safety Information, Quide to Good Practice for Handling, Installing & Bracing'of Metal Plate Connected Wood Trusses. O U o_ O 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ER-5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A NER-691 0 o' O U a- O © 2006 MiTek@ All Rights Reserved Robbins Engineering Reference Sheet: RE- 10-10-06 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIAPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottbm chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIAPI 1 Quality Criteria. c;! Job Truss Truss Type Qty Ply Const. by J, Inc./Golden Corral, PSL T3322271 69140 GE1 GABLE 2 1 Job Reference (optional) Chambers Truss, Inc., Ft. Pierce, FL 34982 7.120 s Feb 10 2009 MTek Industries, Inc. Tue Apr 07 07:59:42 2009 Page 1 -0 10-14 9-7-12 29-1-0 38-9-0 3 -7- 4 0-10- 4 9-7-12 19-5-9 9-7-12 0-10- 4 This truss has NOT been designed for a 10.0 psf bottom chord live load Scale=1:74.1 nonconcurrent with any other live loads. Truss NOT to be used for residential 7x8 M1120 - buildings. 7x8 M1120 = 7x8 M1120 = 7 8 9 10 11 12 13 14 15 16 17 18 19 20 6.50 12 6 21 ` 5 22 3x8 M1120 11 4 23 3x8 M1120 11 3 24 2 2526 1 on N W 6 49 48 47 46 45 44 43 42 40 39 38 37 36 34 33 32 31 30 29 28 27 5x6 M1120 11 48 M1120 - 4x8 M1120 = 5x6 M1120 11 38-9-0 38-9-0 Plate Offsets X,Y : 8:04-003-5 13:0-4-0 0-5-4 19:0-4-0,0-3-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) -0.00 26 n/r 120 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.00 25-26 n/r 90 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.01 27 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 469 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2 X 6 SYP No.2 end verticals. WEBS 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. OTHERS 2 X 4 SYP No.3 WEBS 1 Row at midpt 1438, 12-39, 11-40, 10-42, 9-43, 7-44, 6-45, 15-37, 16-36, 17-34, 18-33, 2032, 2131 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 38-9-0. (lb) - Max Horz 49=531(LC 3) Max Uplift All uplift 100 lb or less at joint(s) 38, 39, 40, 42, 43, 44, 45, 47, 37, 36, 34, 33, 32, 31, 29 except 49=-1050(LC 2), 27=-1004(LC 3), 46=-125(LC 4), 48=-1071(LC 3), 30=-125(LC 5), 28=-1028(LC 2) Max Grav All reactions 250 lb or less at joint(s) 38, 39, 40, 42, 43, 44, 45, 46, 47, 37, 36, 34, 33, 32, 31, 30, 29 except 49=934(LC 3), 27=888(LC 2), 48=991(LC 2), 28=947.(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-49=-293/465, 2-3=-205/321, 3-4=-35/253, 4-5=-36/285, 5-6=-36/331, 6-7=-37/365, 7-8=-42/322, 8-9=0/345, 9-10=0/345, 10-11=0/345, 11-12=0/345, 12-14=0/345, 14-15=0/345, 15-16=0/345, 16-17=0/345, 17-18=0/345, 18-19=0/345, 19-20=-42/322, 20-21=-37/362, 21-22=-36/329, 22-23=-36/283, 23-24=-35/250, 24-25=-188/303, 25-27=-272/443 BOT CHORD 48-49=-240/283, 47-48=-240/283, 46-47=-240/283, 45-46=-240/283, 44-45=-240/283, 43-44=-240/283, 42-43=-240/283, 40-42=-240/283, 39-40=-240/283, 38-39=-240/283, 37-38=-240/283, 36-37=-240/283, 34-36=-240/283, 33-34=-240/283, 3233=-240/283, 31-32=-240/283, 30-31=-240/283, 2930=-240/283, 28-29=-240/283,27-28=-240/283 WEBS 3-48=-322/367, 24-28=306/351 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)^nd: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf, BCDL=3.Opsf; h=18ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Joaquin Velez, FL Lic. #68182 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable Robbins Engineering End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 6904 Parke East Blvd 4) Provide adequate drainage to prevent water ponding. Tampa, FL, 33610 5) A41 plates are 3x4 M1120 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. FL Cert.#5555 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). April 7,200 C?aQ?jb Zed at 2-0-0 oc. A WdRNING -Verify design parmneters and READ N07Ps ON7NIS MID INCLUDED IdT7E1CRPFERENCE PAGE 697!•7473 BEFORE USE. Design valid for use only with MTek or Robbins connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the aa=EE41: fa�1k erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPl1 Quality Crifedo, DSB-89 and BCSI1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION _ 3/4' Center plate on joint unless,x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-1i,6' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. *Plate location details available in MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate. 4,x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION O U a_ O 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A NER-691 BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings. occur. Industry Standards: ANSI/PI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Cbmponent Safety Information, Guide to Good Practice for Handling, Installing & @racing'bf Metal Plate Connected Wood Trusses. 0 rY O S U 0- 0 © 2006 MiTekO All Rights Reserved 6+611C1u Robbins Engineering Reference Sheet: REA0-10-06 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 'Ar Symbols PLATE LOCATION AND ORIENTATION 14-1 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -'/16 For 4 x 2 orientation, locate plates 0-_'N" from outside edge of truss. This symbol.indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 soffware or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI 1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 fie U a- O Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ER-5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A NER-691 © 2006 MiTek@ All Rights Reserved Robbins Engineering Reference Sheet: RE-10-10-06 � General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI I Quality Criteria. ,> I ob Truss Truss Type - ^1 Qty Ply 9140 PB GABLE 4 1 Const. byJ, Inc./Golden Corral, PSL T3322272 � Job Reference (optional) Chambers Truss, Inc., Ft. Pierce, FL 34982 7.120 s Feb 10 2009 MiTek Industries, Inc. Tue Apr 07 07:59:44 2009 Page 1 9-8-12 9-8-12 This truss has NOT been designed for a 10.0 psf bottom chord live load 6x8 WIN = nonconcurrent with any other live loads. Truss NOT to be used for residential buildings. 3 3x5 M1120 = 7 6 3x5 M1120 = 4x6 M1120 = 3x4 M1120 11 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 20.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2007/TP12002 LUMBER TOP CHORD 2 X 6 SYP No.3 BOT CHORD 2 X 6 SYP No.3 OTHERS 2 X 4 SYP No.3 Scale = 1:38.6 r� 0 CSI DEFL in (loc) I/deft Ud GRIP TC 0.81 Vert(LL) n/a n/a 999 249/190 BC 0.13 Vert(TL) n/a - n/a 999 WB 0.21 Horz(TL) 0.00 5 n/a (Matrix) eight: 98 lb BRACING TOP QWC l� St al wood sheathing directly applied or 6-0-0 oc purlins. B O Rig eilibg directly applied or 10-M oc bracing. pFTe—k recommends that Stabilizers and required cross brac installed during truss erection, in accordance with Stabilizer REACTIONS All bearings 19-5-9. (Ib) Max Horz 1=-179(LC 2) Max Uplift All uplift 100 lb or less at joint(s) except 1=-673(LC 6), 5=-673(LC 7), 2=-662(LC 4), 6=-180(LC 4), 4=-633(LC 5) Max Grav All reactions 250 lb or less at joints) except 1=456(LC 3), 5=399(LC 5), 2=1172(LC 6), 6=682(LC 1), 4=1172(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-363/328, 23=-286/150, 3-4=-286/114, 4-5=-177/328 WEBS 3-6=-577/222 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 673 lb uplift at joint 1, 673 Ib uplift at joint 5, 662 lb uplift at joint 2, 180 lb uplift at joint 6 and 633 lb uplift at joint 4. 5). SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S) Standard Joaquin Velez, FL Lic. #68182 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 April 7,20 A WARAILNG - Verify design parameters and READ NOTES OM THIS AND INCLUDED MITEKREFERENCE PAGE M14473 BEFORE USE. Design valid for use only with MiTek or Robbins connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the EEEEE�&S"*a";,'b' W- erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols � Numbering System � & General Safety Notes PLATE LOCATION AND ORIENTATION 14_3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. -'/16 For 4 x 2 orientation, locate plates 0-1iid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. *Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI l : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing 8, Bracing of Metal Plate Connected Wood Trusses. 0 Cz O U rL O R 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1.352, ER-5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 - 95110, 84-32, 96-67, ER-3907, 9432A NER-691 0 cz O U o- O © 2006 MiTek@ All Rights Reserved 6, f7k) 1 7@ 1 n E ;Z7(� Robbins Engineering Reference Sheet: RE-10-10-06 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 'I 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, . or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Job Truss 69140 P13GE -Chambers Truss, Inc., Ft. Pierce, FL 34982 9-8-12 9-8-12 i This truss has NOT been designed for a 10.0 psf bottom chord live load 5x6 M1120= noncoricurrent with any other live loads. Truss NOT to be used for -residential buildings. 5 1 Job Reference 7.120 s Feb 10 2009 1 Corral, PSL 3x4 M1120= 15 14 13 12 11 10 3x4 M1120= 3x4 M1120 11 3x4 M1120 II 4x6 M1120= 3x4 M1120 11 3x4 M1120 II 3x4 M1120 11 Scale = 1:38.6 LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 5.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.21 - 8C 0.06 WB• 0.07 (Matrix) DEFL in Vert(LL) n/a Vert(TL) n/a Horz(TL) 0.00 (loc) I/deft L/d - n/a 999 - - n/a 999 8 n/a n/a PLATES GRIP MII20 249/190 Weight: 113 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 6 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 MiTek' recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 19-5-9. (Ib) - Max Horz 1=179(LC 3) Max Uplift All uplift 100 lb or less atjoint(s)14, 11 except 1=-151(LC 6), 9=151(LC 7), 2=-220(LC 4), 15=-208(LC 4), 8=-192(LC 5), 10=-209(LC 5) Max Grav' All reactions 250 lb or less at joint(s) 1, 9, .12, 14, 11 except 2=435(LC 1), 15=349(LC 6), 8=435(LC 1), 10=349(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-15=-297/222, 7-10=-297/223 ,. A NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 14, 11 except lb) 1=151, 9=151, 2=220, 15=208, 8=192, 10=209. 5) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION IDETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S) Standard ii Joaquin Velez, FL Lic. #68182 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 Apol 7,20 A WARMG - Verify design parameters amd READ N07M ON77UB AND INCLUDED M7BKREFERBNCB PAGE Z9I-7473 BBFORB USE. Design valid for use only with MiTek or Robbins connectors. This design is based only upon parameters shown, and is for an individual building component. I Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in,-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-1/16" from outside edge of truss. This symbol indicates"the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or -Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &,Bracing -of Metal Plate Connected Wood Trusses. Numbering System Ej 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS C2-3 WEBS Do, 4 0 ��1 0 u U o_ C6-7 c5-6 0 BOTTOM CHORDS 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311,ESR-1352,ER-5243,9604B, 9730, 95-43, 96-31, 9667A - NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A NER-691 © 2006 MiTek@ All Rights Reserved Robbins Engineering Reference Sheet: RE-10-10-06 ,& General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss'fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult. with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. C11Pft - vt C r: W:7]j-TRUS JOIST`, commercial Depa�ment °ra Product Rv1 ew• Package Golden Corral - Port St. Lucie, FL (GC11 ME.7.1 LH) Port St. Lucie, FL 08-033929 Reference Documents: 41812009 Drawing Section By Date Revision I Type I Sheets Architectural LMHT Associates 1/5/2009 AD1,A1-A3,A8, A8.1, A10,A11,A13,R1 Structural Britt Peters and Associates 1/5/2009 4 Full set Mechanical LMHT Associates 1/5/2009 4 Full set If you have questions, please contact: Technical Representative: IGuy Brousseau John Sipple 200 E. Mallard Dr. (866) 257-6775 Boise, ID 83706 ��Op LICENSE NO Design Center Contact: l b $Spy 1D Brent Barham (614)430-1558 Return reviewed drawings to: Brent Barham 1900 Polaris Parkway Columbus, OH 43240 Calculations pp. 1-26, Material List pp. 1-2, Drawings pp. 1-4 Our responsibility is limited to the design of iLevel products in accordance with the above referenced documents based on design loads specified by the engineer of record. Please sign and date below and check the appropriate box. ** One set of shop drawings must be returned to the technical representative (see above for address). ** I warrant that this iLevel Trus Joist Commercial submittal package has been provided to the contractor/installer and responsible design professional and that it has been verified and/or corrected for accuracy, including any clouded items. I also agree that all materials shall be furnished by others unless specifically noted "by TY herein and that installation of the materials is the sole responsibility of the installer. Please indicate your currgnt requested date for product delivery: Check One: Company Approved, no change* Name Approved, as corrected Title Revise & Resubmit Date *If there are no changes to the approval drawings, fax this signed cover sheet to the technical representative. iLevel Trus Joist Cormmercial 1900 Polaris Pkwy Ste 300 • Columbus OH 43240 • Mail: 1900 Polaris Pkwy Ste 300 • Columbus OH 43240 Ph: (614) 781-5840 • Fx: (614) 848-3171 BRITT, P'7 ITERS, & ASSOC., INC. Consulting lvngineers This docume,it has been reviewed for conformance Tvith the des;n concepts and �rencral compliance titiitlt the contract 9ocuments. The Contractor is res onsible for r.onfirmincy an., c ,rre'atirt .tl: t;uantities and t ai tcr,sinr,s, f^l}rir.ation ar,d c•o:,straction hodc, and coordin-,d ng this v ork with all other trades. LJ EXCEPTIO:'OS NOTED ❑ RESUBMIT Date: Bv:Gt��/ ■ TM TRVS JOIST®R commercial Index Sheet The following calculations and drawings have been reviewed and sealed per Florida Rule 61015-31.003 by: Registered Design Professional Engineer for the product design package) Florida P.E. License #XXXXX Cc 8s'I iLevel Trus Joist Commerical 1900 Polaris Parkway, Suite 300 - Columbus, OH 43240-4055 Phone: (614) 781-5840 or (800) 456-4787 Fax: (614) 848-3171 Engineering responsibility is limited to the design of iLevel Trus Joist Commercial products in accordance with the referenced documents (see cover sheet) based on design loads as specified below. Calculations: Pages: 2-26 of 26 (TJ-Beam© software) Drawings_. Pages: 1-4 of 4 (dated 2-04-09) Proiect Design Criteria and General Information Project Name: Golden Corral Port St. Lucie. FI. 408-033929 Project Submittal Date: 04-10-2009 Buildings Code Information• Governing Building Code: 2006 Florida Building Code (2006 IBC) Product Code Approvals: 1CC-ES Report ESR-1 153-111"Joists WC -ES Report ESR-1774 - TJ-0penweb-1 Trusses ICC-ES Report ESIZ-1387- MicrollamoLVL, Parallanio PSL & TimberStrand'*LSI, l..A City RR # 22614 - TJI'* Joists & TJ-Openweb " Trusses L.A. CityRR # 25202 - MicrollamO LVL, Pauallam® PSI.. & TimbcrStrandf' LSL Roof Load Considerations: Iaq � c1imti n Uniform iv t28St t�'niform.Dead 1 1 �ad.D4iratj.p ., .actor Roof 20 psf Q psf 1.25 Gross Wind t.Jplift *-31.4 psf (Interior) 15 psf x .60 = 9 psf 1.33 ( penes -51.7 psf (Perimeter) (Program Reduction) .60 i) -77.7 psf (Corner) Note: - * Wind Uplift based on Wind Speed 140 mph @ Exposure "B s ed on sheet SI - See followingpages for a Material list - In addition, all members will be checked f)r dead load application only at a load duration factor of 0. 90 MeveIT" Trus Joist@ Commercial Production Engineering Group 1900 Polaris Parkway, Suite 300 - Columbus, OH 43240-4055 Phone: (614) 781-5840 or (800) 456-4787 • Fax: (614) 848-3171 ib Lam" MA, -Long Microllam 3 1/2" x 14" 1.8E Microllam® LVL user. an'44„ncO598:zss4AMr 70THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 6.35.0 FOR THE APPLICATION AND LOADS LISTED A Mernber Slope: 4.37A2 Roof Slope4.37,12 1 x 24' 2 1f.2" All dimensions are horizontal. LOADS: Analysis -is for a Header (Flush Beam) Member. Tributary Load Width: 6' Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 30.0 Dead SUPPORTS: Input Bearing Width Length 1 Stud wall 5.50" 5.50" 2 Plate on steel beam 7.25" 7.25" 3 Stud wall 5.50" 5.50" Overall dimension: 37' 5 1r21r 0 11.9„ 1 Product Diagram is Conceptual. Other 1 Ply 1 1/4" x 14" 1.3E TimberStrand® LSL None 1 Ply 1 1/4" x 14" 1.3E TimberStrand® LSL DESIGN CONTROLS: Maximum Design Control Result Locatfon Shear (Ibs) -4619 -4164 11638 Passed (36%) Rt. end Span 1 under Roof ADJACENT span loading Vertical Reaction (Ibs) 8009 8009 10784 Passed (740A) Bearing 2 under Roof ADJACENT span loading Moment (Ft-Lbs) -17450 -17450 25716 Passed (68%) Bearing 2 under Roof ADJACENT span loading Live Load Dell (in) 0.418 1.276 Passed (IJ733) MID Span 1 under Roof ALTERNATEn ing spa-0 Total Load DeFl (in) 1.108 1.701 Passed (U276) MID Span 1 under, Roof ALTERNATE sp oad[ng' -Deflection Criteria: STANDARD(LL:L/240,TL:U180). -Bracing(Lu): All compression edges (top and bottom) must be braced at 23' 9" o/c unless detailed othe ro t chm positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loadi ADDITIONAL NOTES: -IMPORTANT[ The analysis presented is output from software developed by iLevel®. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. iLevel® Engineering has verified the analysis. The input loads and dimensions have been provided by others( ) and must be verified and approved. for the specific application by the design professional for the project. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -(Minimum cut length) = (Overall horizontal length) x 1.064 + 5 118" Vertical Reactions (Ibs) Detail Livo/Dowd/UplftTotaI 1399 / 2379 / 0 / 3779 Overhang 2953 / 5055 10 / 8009 Intermediate 419 / 281 /0 / 700 End. TJI Blocking PROJECT INFORMATION: OPERATOR INFORMATION: Golden Corral GC11ME.7.1 LH Brent Barham Port St. Lucie, FL 08-033929 iLevel Trus Joist Commercial 1900 Polaris Parkway Suite 300 Rep.: John Sipple Columbus, OH 43240 - ^.npyrigi: r. )Gf •; by ,. =der;' way, 19h. Nir..r. r,.i :amb�"a a ..�q:___:e•x-_nactra:.. of iLevels. S r, D a +e MA2 1 W<:,1r„P.1?1, r 3 1/2" x 14" 1.8E Microllam® LVL TJ-Beam 6.35 Serial Number: 7004100344 User:4 4/e/2C098:26:42AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Paget Engine Version:6.35.0 FOR THE APPLICATION AND LOADS LISTED A R7enllzier slope: 4.57f2 Roof Slope4,5112 21' 3" All dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 6' . Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 30.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(psf) Roof(1.25) 0.0 5.0 0 To 31' 6" Adds To overframe SUPPORTS: Overall Dimension: 31' 6" --- Product Diagrarn is Conceptual, Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live/Dead/UpliftlTotal Depth 1 Parallam PSL Beam 5.25" Hanger 1078 / 212310 / 3201 1 18.00" NIA L3 None 2 Plate on steel beam 7.25" 7.25" 2570 f 5113 / 0 / 7682 NIA N/A NIA Intermediate None 3 Stud wall 5.50" 5.50" 365 / 285 / 01650 NIA N/A N/A End, TJI Blocking 1 Ply 1 1/4" x 14" 1.3E Tim HANGERS: Simpson Strong -Tie® Connecfors 01L Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger HHUS41OX U21 4.5/12 0, No NIA N/A N -Nailing for Support 1: Face: 30-16d , Top N/A, Member. 10-16d double shear DESIGN CONTROLS: Maximum Design Control Result Shear (Ibs) -4434 -3933 11638 Passed (34%) Vertical Reaction (Ibs) 3201 3201 3201 Passed (100%) Moment (Ft-Lbs) -14578 -14878 25716 Passed (57%) Live Load Deft (in) 0.243 1.111 Passed (U999+) Total Load Dell (in) 0,713 1.482 Passed (U374) Location Rt. end Span 1 under R loadin Bearing 1 under Roof AA RNATE span loading Bearing 2 under Roof loading '"' MID Span 1 under Roof ALTERNATE span loading MID Span 1 under Roof ALTERNATE span loading -Deflection Criteria: STANDARD(LL:L/240,TL:L/180). -Bracing(Lu): All compression edges (top and bottom) must be braced at 28' 5" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. Allowable product values shown are in accordance with current iLevellb materials and code accepted design values. ILevel® Engineering has verified the analysis. The input loads and dimensions have been provided by others L. and must be verified and approved for the specific application by the design professional for the project. ) -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the ILevel® Custom product listed above. -(Minimum cut length) = (Overall horizontal length) x 1.068 + 5 1/4" PROJECT INFORMATION: Golden Corral GC11ME.7.1 LH Port St. Lucie, FL 08-033929 Rep.: John Sipple OPERATOR INFORMATION: Brent Barham iLevel Trus Joist Commercial 1900 Polaris Parkway Suite 300 Columbus. OH 43240 • Copyright f.. 7009 by il,n;.•a i:e;, Federal fia.Y, WA. Mlcrr,t.lamt and ?rnnsla.,a ;ice? Ve"Istered trademarks o Simpson St:'c:•:g-:'; e:; registered trades ark ei' Strrp.son ` 5: \CvstomErq\t F.Fast ,..,.ousts\Golden Cotra'_iGo'den Corral - F art St. Luci.e, FL\nesigns\RA2.=.s ra LMJ' MA2 Uplift 3 1/2" x 14" 1.8E Microllam® LVL TJ-Beam(a 6.35 Serial Number. 7004100344 User:4 4/8/20098:28.18AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page Engine Vers;on. 6.35.0 FOR THE APPLICATION AND LOADS LISTED r) Member Slope: 4.5r12 Root Slope4.5/12 21' 3" All climensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 6' Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 30.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(psf) Wind(1.60) -46.8 0.1 0 To V Replaces uplift -perimeter (zone 2) Uniform(psf) Wind(1.60) -26.5 0.1 6' To 25' 6" Replaces uplift -Interior (zone 1) Uniform(psf) Wind(1.60) -46.8 0.1 25' 6" To 31' 6" Replaces uplift -perimeter (zone 2) SUPPORTS: Overall Dimension: 31' 6" a 10' 3" Produci Diagram is Conceptual. Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live/Dead/Uplift/Total Depth 1 Parallam PSL Beam 5.50" Hanger -2058 / 135 / -1974 / -1974 1 18.00" N/A L3 None 2 Plate on steel beam 7.25" 7.25" -3819 / 3231-3625 / -3625 N/A N/A N/A Intermediate None 3 Stud wall 5.50" 5.50" -1285 / 18 / -1272 / -1272 N/A NIA N/A End, TJI Blocking 1 Ply 1 1/4" erStr ® LSL HANGERS: Simpson Strong -Tie® Connectors Support Model Slope Skew Reverse Flanges Top Flange Offset Top Flange upport Slope ecies ood 1 Face Mount Hanger HHUS410X U21 4.5112 0 No N/A NIA -Nailing for Support 1: Face: 30-16d , Top N/A, Member: 10-16d double shear DESIGN CONTROLS: Maximum Design Control Result Shear (Ibs) 1983 1774 14896 Passed (12%) Vertical Reaction (Ibs) 171 171 171 Passed (100%) Moment (Ft-Lbs) 6956 6956 32917 Passed (21%) Live Load Dell (in) 0.065 0.530 Passed (L/999+) Total Load Dell (in) 0.361 1.480 Passed (Lf738) Location Rt. end Span 1 unde ' Ind loading Bearing 1 under Wind ALTERNATE span loading MID Span 2 under Wind loading MID Span 2 under Wind ALTERNATE span loading MID Span 1 under Wind ALTERNATE span loading _ -Deflection Criteria: STANDARD(LL:L/240.TL:L/180). -Uplift exceeds 1000 Ibs for total load. -Uplift exceeds 1000 Ibs for unbalanced load. -Bracing(Lu): All compression edges (top and bottom) must be braced at 33' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: AMPORTANTI The analysis presented Is output from software developed by iLevel®. Allowable product values shown are in accordance with current iLeveM materials and code accepted design values. iLevel® Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. ) -THIS ANALYSIS FOR iLevel® PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -(Minimum cut length) = (Overall horizontal length) x 1.068 + 5 114" PROJECT INFORMATION: Golden Corral GC11ME.7.1 LH Port St. Lucie, FL 08-033929 Rep.: John Sipple OPERATOR INFORMATION: Brent Barham iLevel Trus Joist Commercial 1900 Polaris Parkway Suite 300 Columbus, OH 43240 copyr_rr,c =oos ay _•ez 'eueral n'ay xn. `!icro:a«cE:,•and Par�.l?awi are :e�i stared t: adeaa:ks nr i;.rve.l?7. a .r,.psen ..,iron. -Ties Crnnec^ors IS r_gistc:ed trade -use¢ Of r!'%psnr. Sixong-T:e Crr..pany, rrr.. S:`.^.a<[ni-F:nq,r:AFaet ::c uia:Cs\Guiuer: Cbrrat:G.:.yen r:orr.l .'.Of e`�i _�11.i9i9 - Po:t St. Lucia. `Lam' MA2 Uplift >.,,h,1�.,_t., 3 1/2" x 14" 1.8E Microllam® LVL TJ-Beam 6.35 Serial Number: 70041003 4 User:4 418/2009828:18AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page Engine Version:6.35.0 FOR THE APPLICATION AND LOADS LISTED Operator Notes: + Use HHUS410 Uplift capacity per Simpson spread sheet = - 2475# PROJECT INFORMATION: OPERATOR INFORMATION: Golden Corral GC11ME.7.1 LH Brent Barham Part St. Lucie, FL il-evel Trus Joist Commercial 08-033929 1900 Polaris Parkway Suite 300 Rep.. John Sipple Columbus, OH 43240 cpYri ,:;t 200- ry 1Leve1✓R. Federal stay, WA. Micr.a!ato:: un: Pr, rallamb err. registered rradr_w-- at ._,e•✓?l Y. Sirt:psr,•n ctr-�ng-:iex• Connectors is a registcrud :ruce:ra: a .> , ;fin Stuv;g-Tie Company, Tic. Accounts\Golder, !' . Corral lGcl rer. Ca r. r;:i is `—-0339^>9 - Fort St. Laci,o, FL:De5:.gns111A;`llT:!tft.sms a� _ LM MA3 Uplift 3 1/2" x 14" 1.8E Microllam® LVL @ 56.4" o/c TJ.Beam06.35 Serial Number: 7C04100344 User:4 4/8/20098:31:23AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 6.35.0 FOR THE APPLICATION AND LOADS LISTED F.lember Slope: 012 Roof S1013e4,512 All dimensions are horizontal, LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 30.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(psf) Wind(1.60) -46.8 0.1 0 To 2' 1 1/2" Replaces uplift -perimeter (zone 2) Uniform(psf) Wind(1.60) -72.8 0.1 2' 1 1/2" To 4' 1 1/2" Replaces uplift -overhang Overall Dimension: 4' 1 112" Product Diagram is Conceptual. SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live/Dead/Uplift/Total Depth 1 Microllam LVL beam 3.50" Hanger 528 10 / -241 /528 1 14.00" NIA Top Mount Hanger None 2 Stud wall 5.50" 5.50" -1439 / 2 / -1438 / -1438 N/A NIA N/A Overhang 1 Ply 1 1/4" x 14" 1.3E Timber5trand®LSL HANGERS: Sirnason Strong -Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Su pport Flanges Offset Slope Species Wood 1 Top Mount Hanger MIT414 0/12 0 N/A No 0 N/A -Nailing for Support 1: Face: 4-N10 , Top 4-N10 , Member: 2-N10 DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 704 608 14896 Passed (4%) Lt. end Span 1 under Wind loading Vertical. Reaction (Ibs) 528 528 528 Passed (100%) Bearing 1 under Wind ALTERNATE s ading. Moment (Ft-Lbs) 846 846 32917 Passed (3%) Right OH under Wind AL sp0 a I g Live Load Dell (in) 0.001 0.053 Passed (U999+) MID Span 1 under Total Load Deft in E sp oa : g ( ) 0.001 0.080 Passed (L/999+) MID Span 1 under W! A s Ing -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Uplift exceeds 200 Ibs for total load. -Uplift exceeds 200 Ibs for unbalanced load. -Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading, ADDITIONAL NOTES- -IMPORTANT! The analysis presented is output from software developed by iLevel@. Allowable product values shown are in accordance with current iLevel materials and rode accepted design values. iLevel® Engineering has verified the analysis. The input loads and dimensions have been provided by.others and must be verified and approved for the specific application by the design prorossional for the project. ) -THIS ANALYSIS FOR iLevel® PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -Cantilever length is greater than 1/3 Member Length -Cantilever length is greater than 1/2 backspan length. PROJECT INFORMATION: Golden Corral GC1IME.7.1 LH Port St. Lucia, FL 08-033929 Rep.: John Sipple OPERATOR INFORMATION: Brent Barham iLevel Trus Joist Commercial 1900 Polaris Parkway Suite 300 Columbus, OH 43240 Copyright' V 2009 by iLevalvJ, Fenera.l Way, WA. :d:crollu;n,-r and Micrnlla*W' am regis[ered trademar'rs S ampscn Strong-atJ;. Co::nec.`.:u r; 1F a :.9i::ter,,d „nFsnn S?:.; rng-Tin llwpan" 7.^. S:\Cus r.c:r,Fng\kAF.aat Acra;;,,Cs \E;plden Corral;r;oldc?n '., .:r?al r'crC St. Lct;.e, Fi.\Eies.i ;nsl:VUL'p: �:•.,,...,, m MA4 3 1/2" x 14" 1.8E Microllam® LVL TJ-Beam. 6 35 Serial Number: 7004100344 User:4 418/20098:41:22AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS • Page Engine Version:6.35.0 FOR THE APPLICATION AND LOADS LISTED %j Member Slope: 4,3712 Roof Slope4,37,'12 TV b 21' 3" All dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 6' Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 30.0 Dead Vertical Loads: Type Class Live Dead Location Applicatlon Comment Uniform(psf) Roof(1.25) 0.0 6.0 B' To 29' Adds To additional dormer load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Width Length Live/Dead/Uplift/Total 1 Stud wall 5.50" 5.50" 1536 / 2776 / 0 / 4312 Overhang 2 Plate on steel beam 6.00" 6.00" 2554 / 4914 / 0 17468 Intermediate 3 Stud wall 5.50" 5.50" 389 / 190 / 0 / 579, End, TJI Blocking DESIGN CONTROLS' Maximum Design Control Result Location Shear (Ibs) -4328 -3846 11638 Passed (33%) RL end Span 1 t Vertical Reaction (Ibs) 7468 7468 8925 Passed (84%) Bearing 2 (el Moment (Ft-Lbs) -14048 -14048 25716 Passed (55%) 2 d Live Load Dell (in) 0.240 1.119 Passed (U999+)Total Lt. Load Defi (in) 0.678 1.491 Passed (U396)n Overall Dimension: 36' t` 10' 3" - Product Diagram is Conceptual. Other 1 Ply 1 1/4" x 14" 1.3E TlmberStrandO LSL None 1 Ply 1 1/4" x 14" 1.3E TimberStran ADJACENT span loading Z ERNATE span loading ALTERNATE span loading -Deflection Criteria: STANDARD(LL:U240,TL:L/1B0). % `✓ -Bracing(Lu): All compression edges (top and bottom) must be braced at 29' 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis Include alternate and adjacent member pattern loading. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by iLevelO. Allowable product values shown are in accordance with current iLeve0 materials and code accepted design values, iLevel® Engineering has verified the analysis. The input loads and dimensions have been provided by others ( ) and must be verified and approved for the specific application by the design professional for the project -THIS ANALYSIS FOR iLevel® PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS, -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -(Minimum cut length) = (Overall horizontal length) x 1.064 + 5 1/8" PROJECT INFORMATION: OPERATOR INFORMATION: Golden Corral GC11ME.7.1 LH Brent Barham Port St Lucie, FL il-evel Trus Joist Commercial 08-033929 1900Polaris Parkway Suite 300 Rep.: John Sipple Columbus, OH 43240 Ccpyri aht 2`109 by Aevelk, t'edeu,l Way, WA. N:1 CrJl l:uzf+:"is ri r-e:qi stared trade:mar:: ..- .i Levu lk7. \Cus tom: r�•�\YAE:�.ist ?•ccoo.+.ts \Gas den �crral`.Gc i.ler. +:or:.al '20u8\vP-Q37fi25 - Pori St. Lucie, F'L\rre<_i,�nSlhG.4.sms a� MA4 Uplift at V o.c. 3 1/2" x 14" 1.8E Microllam® LVL TJ•Beam(96.36 Serial Number: 7034100344 User:4 418/20098:50:46AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page Engine Version:6.35.0 FOR THE APPLICATION AND LOADS LISTED fj Member Slope: 4,3702 Roof Slope4:3Z112 Overall Gimensian: 35, 3' 6'l 6 21' 3" All dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 6' Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 30.0 Dead Vertical Loads: Type Class Live Dead Location Application Uniform(psf) Wind(1.60) -72.8 0.1 0 To 3' 6" Replaces Uniform(psf) Wind(1.60) -46.8 0.1 3' 6" To 6' 6" Replaces Uniform(psf) Wind(1.60) -26.5 0.1 6' 6" To 29' Replaces Uniform(psf) Wind(1.60) -46.8 0.0 29' To 35' Replaces SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/Uplift/Total 1 Stud wall 5.50" 5.50" -3482 / 191 /-3367 /-3367 2 Plate on steel beam 7.25" 7.25" -37201 314 / -3532/-3532 3 Stud wall 5.50" 5.50" -1389 / 181-1376 / -1376 DESIGN CONTROLS: Maximum Design Control Result Shear(lbs) 1918 1709 14896 Passed (11%) Vertical Reaction (Ibs) 630 630 11481 Passed (5%) Moment (Ft-Lbs) 6661 6661 32917 Passed (20%) Live Load Defl (in) 0.218, 0.397 Passed (2L/438) Total Load Defl (in) 0.208 0.529 Passed (2U458) 10' 3" j Product Diagram is Conceptual. Comment Uplift Overhang Net Uplift (zone 2) Net uplift interior Net Uplift (zone 2) 0 Detail Other Overhang, 1 Ply 1/4" E Timb ndO LSL Intermediate 1 End, TJI Blocks 1 P " x E TimberStrandO LSL Location RL end Span 1 under Wind ADJACENT span loading Bearing 3 under Wind ALTERNATE span loading MID Span 2 under Wind ADJACENT span loading Left OH under Wind ALTERNATE span loading Left OH under Wind ALTERNATE span loading -Deflection Criteria: STANDARD(LL:L/240,TL:U180). -Uplift exceeds 1000 Ibs for total load. -Uplift exceeds 1000 Ibs for unbalanced load. -Bracing(Lu): All compression edges (top,and bottom) must be braced at 37' 3" o1c unless detailed otherwise. Proper attachment and positioning of lateral bracing -is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by iLevel®. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. iLevel® Engineering has verified the analysis. The input loads and dimensions have been provided by others ( ) and must be verified and approved for the specific application by the design professional for the project, -THIS ANALYSIS FOR iLeveM PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel(D Custom product listed above. -(Minimum cut length) = (Overall horizontal length) x 1.064 + 5 1/8" Operator Notes: HTS20 straps for uplift restraint PROJECT INFORMATION: Golden Corral GC11ME.7.1 LH Port St. Lucie, FL 08-033929 Rep.: John Sipple OPERATOR INFORMATION: Brent Barham iLevel Trus Joist Commercial 1900 Polaris Parkway Suite 300 Columbus, OH 43240 • Cr.Pyr:i r•,}:� by evr l.t, F'ede. a 'n'ay, 'A:Y. lsa r".q stenad .zadema"'. __ 1Leve 1(i. .w::vwit;\Go:._rn ^Orral . cl drr. Cc rrai 200, O,y-p139_a P•;r[ .?t. .:%G S. yI'I.v'\: 1:\•i:)G11IC '3 ,. ... ..:.. m ` PA1 TJ•Beam�6.35Serial Number: 7U04100344 5 1/4" X 18" 2.0E Parallam® PSL User.4 4/8/20098:52:22AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version:6.35.0 FOR THE APPLICATION AND LOADS LISTED /I menlLer Slope: ,125.12 Roof Slope4,5-12 All dimensions are horizontal. 26' 2 1 /2" LOADS: Analysis is for a Header (Flush Beam) Member, Tributary Load Width: I I' Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 30.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(psf) Roof(1.25) 0.0 &0 0 To 26' 2 1/2" Adds To additional overframing Uniform(plf) Roof(1.25) 0.0 70.0 0 To 26' 2 1/2" Adds To wall above SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UplifVTotal 1 Wood column 5.00" 5.00" 2883 / 6782 / 0 / 9665 L5 None 2 Wood column 5.00" 5.00" 288316782 / 0 / 9665 L5 None DESIGN CONTROLS: Maximum Design Control Result Location Shear pbs) 9450 -8252 22838 Passed (36%) Rt. end Span 1 under Roof loading Vertical Reaction (Ibs) 9665 9665 19688 Passed (49%) Bearing 1 under Roof loading Moment (Ft-Lbs) 60540 60540 81872 Passed (74%) MID Span 1 under Roof loading Live Load Dell (in) 0.440 1.281 Passed (U698) MID Span 1 under Roof loading Total Load Dell (in) 1.476 1.708 Passed (U208) MID Span 1 under Roof loading ProclUcr Diagram is Conceptual. -Deflection Criteria: STANDARD(LL:L/240,TL:U180). -Bracing(Lu): All compression edges (top and bottom) must be,braced at 26' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: th current IMPORTANT! The analysis presented is output from software developed by iLevel®. Allowable product values shown are in accordance wiiLevel�l materials and code accepted design values. iLevel® Engineering has verified the analysis. The input loads and dimdnslons have been provided by others and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLeveI0 Custom product listed above. -(Minimum cut length) = (Overall horizontal length) x 1.000 + 1/4" PROJECT INFORMATION: OPERATOR INFORMATION' Golden Corral GC1 IME.7.1 LH Port St. Lucie, FL Brent Barham 08-033929' iLevel Trus Joist Commercial 1900 Polaris Parkway Suite 300 Rep.: John Sipple Columbus, OH 43240 cPYrf.-mt :, 2009 t:; iLevel?i, Feders:. Xav, >1 !•a ra:_i,.n3 Ls a -c•,i s::erro Lradar.,arY. of. 1.4e.; ,a L!). s: V_u �,.�;r.;E:r:c'•,SAF.as= ....,:c;.^.0 `. ,,,. ..;❑ Corrnl'; ;altlr. n Corra'. J:7910A-033929 port o.. t.ucl-, FI , ii an' A @ Hood-8 r..',.,,,:..,- 16" TJI®/L65 @ 24" o/c TJ-Beam 0 6.35 Serial Number: 7004100344 User:4 418/20098:53.07AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 6.35,0 FOR THE APPLICATION AND LOADS LISTED N FaerrIber Slope:-.314112 Roof Slope-,314r12 b All dimensions are horizon al. 22' LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 30.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(plf) Roof(1.25) 130.0 115.0 10, Knee Wall Point(lbs) Roof(1.25) 0 194 6' 9" Hood-8 (776/4) Point(lbs) Roof(1.25) 0 194 11.61. Hood-6 (77614) Point(lbs) Roof(1.25) 0 155 21' hood-4 (618/4) Point(plf) Roof(1.25) 0.0 70.0 6' 9" bulkhead Uniform(psf) Roof(1.25) 10.0 15.0 0 To 10' Replaces unsheathed area (load reduction) Point(lbs) Roof(1.25) 0 100 17' sat. dish (200#12) SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Plate on steel beam 3.00" Hanger 426 1905 / 0 / 1331 Custom Detail s Acc cry 2 Plate on steel beam 3.00" Hanger 514 / 1128 / 011642 Custom D C a cce -User specified custom detail for support: 1, 2. DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) -1617 -1617 2913 Passed (56%) Rt. end Span 1 under Roof loading Vertical Reaction (Ibs) 1617 1617 2355 Passed (69%) Bearing 2 under Roof loading Moment (Ft-Lbs) 9398 9398 11512 Passed (82%) MID Span 1 under Roof loading Live Load Dell (in) 0.302 1.075 Passed (U855) MID Span 1 under Roof loading Total Load Deft (in) 0.922 1.434 Passed (U280) MID Span 1 under Roof loading :F21 PrOCILICT Diagram is Conceptual. -Deflection Criteria: STANDARD(LL:L/240,TL:U180). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 6" a/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by il-evelo. Allowable product values shown are in accordance with current iLevelO materials and code accepted design values. iLeveIS Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR iLeveM PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevelM Custom product listed above. -(Minimum cut length) = (Overall horizontal length) x 1.000 + 7116" Operator Notes: Support 1 & 2 Hanger: BA2.56/16 capacity per Simpson spread sheet = 2235ft PROJECT INFORMATION: Golden Corral GC11ME.7.1 LH Port St. Lucie, FL 08-033929 Rep.: John Sipple OPERATOR INFORMATION: Brent Barham iLevei Trus Joist Commercial 1900 Polaris Parkway Suite 300 Columbus, OH 43240 "cpyr:ghr.: 2UG9 r.9 iLevelt-, Federal Way, WA T,Vi3 and S-eazmi. arA registered trademarks c` l'_e•ve_?, e-t 7ci.s. ,:.., an:i .,.-Pro^ t.re t.r.,remnrks or S; 1Cu5 tOT:;f[j:'iJhE st Rcccunts\^valdee iorr�l\f,<;1dar, 1.,.. r.aL 7J�id`•. ii5-r 3929 - VOrt 5--. i.ucie, Fl.l LesurasiP.:�Ho:ae. sas 0 A to Header RTU-2, RTU 3, RTU-4 or RTU-5 r,<>.- 16" TJI®/L65 @ 24" o/c T,I-Beam& 6.35 Serial Number. 7004103344 User:4 4/8/20098:54:08AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version:6.35.0 FOR THE APPLICATION AND LOADS LISTED N 11.4ember Slope:-,314A2 Roof Slope-.31112 All dimensions are horizontal. 51' r0 15, 9" LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psi): 20.0 Live at 125 % duration, 30.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(plf) Roof(1.25) 130.0 115.0 10' 3" - Knee Wall Uniform(psf) Roof(1.25) 10.0 15.0 0 To 10' 3" Replaces unsheathed area (load reduction) SUPPORTS: Input Bearing VerticalReactions (lbs) Width Length Live/Dead/Uplift/Total 1 Plate on steel beam 3.00" Hanger 264 / 341 / 0 / 605 2 TJI beam 3.50" Hanger 4211526 / 0 / 948 -User specified custom detail for support: 1, 2. DESIGN CONTROLS: Maximum Design Control Result Shear (lbs) -918 -918 2913 Passed(32%) Vertical Reaction (lbs) 918 918 2356 Passed (39%) Moment (Ft-Lbs) 3426 3426 11512 Passed (30%) Live Load Den (in) 0.081 0,761 Passed (U999+) Total Load Deft (in) 0.178 1.014 Passed (U999+) Detail Other Custom Detail Custom Accessory Custom Detail Custom Accessory Location Rt end Span rider ding Bearing 2 and , oof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading Product Diagram is Conceptual. -Deflection Criteria: STANDARD(LL:U240,TL:U180). -Bracing(Lu): All compression edges (top and bottom) must be braced at 6' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTAN'rl The analysis presented is output from software developed by ILevel®. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. !Level® Engineering has verified the analysis. The input toads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevelOD Custom product listed above. -(Minimum cut length) = (Overall horizontal length) x 1.000 + 7/16" Operator Notes: Support 1 & 2 Hanger: BA2.56/16 capacity per Simpson spread sheet = 2235# PROJECT INFORMATION: Golden Corral GC11ME.7.1 LH Port St. Lucie, FL 08.033929 Rep.: John Sipple OPERATOR INFORMATION: Brent Barham !Level Trus Joist Commercial 1900 Polaris Parkway Suite 300 Columbus, OH 43240 Copyright ;i 2009 !',V .11 (-.;r, federal Way, WA. are roq!stered der.:arks Of !Lave c, and .,.-F: Ow ,.... t:adr_r::ur:as c. 17-eve1w. ...: \Costomsn rAEaar. Accm:nte'.GO !den CO: rat\Go.ldcr. Cerra_ [C'a8 Vi8-r133929 - ParC .,... Lucie. 5'L\DesSy.^.a\A r.r n..- FiTti2.siis V an A @ RTU-4 with header loads „.;. Y.;• 16" TJIO/L65, 2 plies @ 24" o/c TJ-Beam:g 6.35 Serial Number. 7004100344 User:4 418120098:54:58AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Pape i Engine Version: 6.35.0 FOR THE APPLICATION AND LOADS LISTED Clember Sloiae:-.314.12 Roof Slope-314.112 4 - + i 0 b 22' i All dimensions are horizonxal. Produce. Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 30.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Roof(1.25) 0 685 16' rtu-4 (2740/4) Point(lbs) Roof(1.25) 0 685 21' 6" rtu-4 (2740/4) Point(plf) Roof(1.25) 130.0 115.0 10' 3" Knee Wall Uniform(plf) Roof(1.25) 10.0 15,0 0 To 10' 3" Replaces unsheathed area (load reducton) Point(pff) Roof(1.25) 0.0 70.0 18' pependicular bulkhead Point(lbs) Roof(1.25) 336 359 16, 10" - Header 1 reactio Point(lbs) Roof(1.25) 20 20 21' 3 3/4" Header 2 reaction Uniform(plf) Roof(1.25) 40.0 40.0 16' 10" To 21' 4" Adds To add'I trib. between ders SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live/Dead/Uplift/Total Depth 1 Plate on steel beam 3.00"' Hanger 441 / 747 / 0 / 1188 1 16.00" 3,50" Top Mount Hanger None 2 Plate on steel beam 3.00" Hanger 928 12411 / 0 / 3339 1 16.00" 3.50" Top Mount Hanger None -Web stiffeners are required at support(s): 1, 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: Simpson Strong -Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Specios 1 Top Mount Hanger HB5.12/16X D1-.314/12 0 N/A No 0 Douglas Fir 2 Top Mount Hanger HB5.12/16X U1-.314/12 0 N/A No 0 Douglas Fir -Nailing for Support 1: Face: 16-16d , Top 6-16d , Member: 10-N16 -Nailing for Support 2: Face: 16-16d , Top 6-16d , Member: 10-NlS DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) -3314 -2396 4194 Passed (57%) Rt. and Span 1 under Dead loading Vertical Reaction (Ibs) 2396 2396 4725 Passed (51%) Bearing 2 under Dead loading Moment (Ft-Lbs) 11543 11543 23025 Passed (50%) MID Span 1 under Roof loading Live Load Dell (In) 0.199 1.075 Passed (L/999+) MID Span 1 under Roof loading Total Load Defl (in) 0.566 1.434 Passed (U456) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:U240,TL:U180). -Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: Golden Corral GC11ME.7.1 LH Port St. Lucie, FL 08-033929 Rep.: John Sipple OPERATOR INFORMATION: Brent Barham iLevel Trus Joist Commercial 1900 Polaris Parkway Suite 300 Columbus, OH 43240 • C,'Pyrtghr "' P9 ny i7.evel k, Fnd-r:.t ua•✓. >U.. 'rJ^s and '-nesm➢ are registered radea:a,i:_ o iLevel . e- r JciSco`" anPJ-Pro'" - rndea,ar%s iLevel.^:: {)SOr:S COf;t1-Tlfi+ Connect.::r.'s c.,.. .i r."..ti��:r%�1 Lr.l rir.Ta C% (]r iJ'I'(i::ri 51, I': ::"1+_ •_�:1�>ut:�. Src. e. ..u._Drc y\M?u:a... ?:ccoun[s'•.uoid<n Cvrra�%, *iaen Corral 200.6\0e- 33 29 :'oir ..,. Lucie, BY, t!esi•Jns\Al'i<;'L'4. ,n:; la .. I V=J , A @ RTU-4 with header loads •y W' '. rha•;ose. 16" TJI@/L65, 2 plies @ 24" o/c TJ-Beam06 35 Senal Number: 7004100344 User.4 4/8/20098-54:58AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Paget Engine Version.6.35.0 FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by iLevel®. Allowable product values shown are in accordance with current iLevelO materials and code accepted design values. iLevel® Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design,professionat for the project. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -Note: See iLevel® Specifier's/Buiider's Guide for multiple ply connection. -(Minimum cut length) = (Overall horizontal length) x 1.000 + 7116" PROJECT INFORMATION:OPERATOR INFORMATION: Golden Corral GC11ME.7.1 LH Port St. Lucie, FL Brent Barham 08-033929 (Level Trus Joist Commercial Rep.: John Sipple 1900 Polaris Parkway Suite 300 Columbus, OH 43240 • tib;:yr.t ghC C 2(l liy bY iLevel:.,, Federal Ka:,,, liA. TJtte and TJ-8ca:n6: are eaisc:d radama cf `", F': c'" and TJ -[•ro, a::e t-arlur..a r.ka c" iLe:relc9. Simpson �.. �: or,q-; icF: ::nnr:ectore is a :, 'in;J;:on fe GL o, Cc.rai 'J.UUV'',:!S-U:f:39T4 - r - .,_ _ r 4 A @ RTU-4 ' left side of unit with bulkhead TJ-BeamS6.35 Serial Number: 7004/00344 16" TJI®/L65 @ 24" O/C User. 4 4/8/2009 8:55:57 AM PagoI Engine Version!6.35.0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED �\ R1eml:er.Slope:-.314;12 Roof Slope-314,12 0' ,O 22' All dimensions are horizontal, Product Diagram is Conceptual, LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 30.0 Dead Vertical Loads: Type Class Live Dead Location Application Point(plf) Roof(1.25) 130.0 115.0 10' Uniform(psf) Roof(1.25) 10.0 15.0 0 To 10' 3" Replaces Point(lbs) Roof(1.25) 0 457 16, Point(lbs) Roof(1.25) 0 457 21' 7" Point(plf) Roof(1.25) 0.0 70.0 18, SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/Uplift/Total Comment Knee Wall unsheathed area (load reduction) rtu-4 (27409 /6) rtu-4 (27409 16) bulkhead Detail Other 1 Plate on steel beam 3.00" Hanger 2 Plate on steel beam 3.50" 423169510 / 1118 Custom Detail Custom A0090k Hanger 512 / 1602 10 / 2114 Custom Detail C t Acce -User specified custom detail for support: 1, 2, DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) -2085 -1584 2097 Passed (76%) Rt. end Span 1 under Dead loading Vertical Reaction (Ibs) 1584 1584 1697 Passed (93%) Bearing 2 under Dead loading Moment (Ft-Lbs) 8497 8497 11512 Passed (74%) MID Span 1 under Roof loading Live Load Deft (in) 0.298 1.073 Passed (1-1865) MID Span 1 under Roof loading Total Load Defi (in) 0.852 1.431 Passed (U302) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:U240,TL:U180). -Bracing(Lu): All compression edges (top and bottom) must be braced at T 10" o/c unless detailed otherwise. Proper attachment member stability. and positioning of lateral bracing is required to achieve ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by iLevel®. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. iLevel® Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -(Minimum cut length) = (Overall horizontal length) x 1.000 + 7/16" Operator Notes: Support 1 & 2 Hanger: BA2.56/16 capacity per Simpson spread sheet: 2235# PROJECT INFORMATION: Golden Corral GC11ME.7.1 LH Port St. Lucie, FL 08-033929 Rep.: John Sipple " " Pyri:;ht by 1.revelk, Federall sy. WA. TJS•4, aO:-Nr- dte :y iECCT.rd :'edatratr� tr ••_ Jqi.... .. ... ...::f ...-r. . ,ore L•:rfEmx: k<'; .�f il.e,.. ,,.. OPERATOR INFORMATION: Brenf Barham iLevel Trus Joist Commercial 1900 Polaris Parkway Suite 300 Columbus, OH 43240 :::\.:a'omifn;l\ AF:eSC hrroi:n[s Usc. _d:r, forzal`.Gpi der. ^ot'rci 2GU%i'•.JH-r,33329 - Pert. St. L�,CjE, F";, �. C;eai•;rs\AKH1'V4 ... Gle.stc9 21 Lm' A Uplift perimeter Q Sng. r:, w..:—,•; 16" TJI®/L66 @ 24" o/c TJ-Beam) 6 35 Serial Number: 70N1.00344 User:4 418120C98:57:54AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Pagel Engine Version:6.35.0 FOR THE APPLICATION AND LOADS LISTED . N 17.9elnber Slope:-,31402 Root Slope-,31412 a All dimensions are horizontal. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 30.0 Dead Vertical Loads: Type Class Live Dead Location Applicat Uniform(psf) Roof(1.25) 0.0 10.0 0 To 10' 3" Replace Point(plf) Wind(1.60) -460.0 0.0 10' 3" - Uniform(psf) Wind(1.60) -46.7 0.1 10' 3" To 22' Replaces Point(pff) Roof(1.25) 0.0 70.0 18' 22' ion Comment s Under over frame MA1 uplift less knee wall SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/UplifVTotal 1 Plate on steel beam 2.75" Hanger -780 / 1841-670 /.670 2 Plate on steel beam 2.75" Hanger -1238 / 164 / -1139 / -1139 -User specified custom detail for support: 1. 2. DESIGN CONTROLS: Maximum Design Control Result Shear (Ibs) 1118 1118 3728 Passed (30%) Vertical Reaction (Ibs) 179 179 1697 Passed (111/6) Moment (Ft-Lbs) -7341 -7341 14736 Passed (50%) Total Load Deft (in) 0.673 1.437 Passed (L/384) Q PrOCIUC1 Disgrarll is Conceptual. Net perimeter Uplift bulkhead Detail Other IR Custom Detail Custom Accessory Custom Detail Custom Accesso 0 Locatio Rt. en a e loading Bearing rider D d loading MID Span der Wind loading MID Span 1 under Wind loading -Deflection Criteria: STANDARD(TW180). -Uplift exceeds 200 Ibs for total load. -Bracing(Lu): All compression edges (fop and bottom) must be braced at 4' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. Allowable product values shown are in accordance with current !Level® materials and code accepted design values. iLevel® Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -(Minimum cut length) = (Overall horizontal length) x 1.000 + 7116" Operator Notes.• Support 1 8 2 Hanger: BA2.56/16 Capacity: -1170# Top: 6-16d; Face: 8.16d; Member. 8-N10 Mid -Span Bracing has been considered, use bracings shown on TJ Shop Drawings (if none shown none required) PROJECT INFORMATION: Golden Corral GC1 IME.7.1 LH Port St. Lucie, FL 08-033929 Rep.: John Sipple • ropy. fqhJ ; '2(-C3 ks' �Level�i`• Federal Why. WA. TJI;1• art' 'rJ-:i•_ant-1 are regIa Leted Lradararks o? A.&`ela. -L Jci'< .Prr,� and *rJ-Pro'" are trader..arks c_ _t.evel3.. OPERATOR INFORMATION: Brent Barham (Level Trus Joist Commercial 1900 Polaris Parkway Suite 300 Columbus, OH 43240 ` S: ;Gust :.',:1'iag'•.i'iiiasl A.:ccar. ea\Gol der, r:rrral\Golden Corral b.:0•!\98-0.13y29 - :-rt St. i,ucle, ..,`. L4::iga ,\A -au i;.:t perlrt,eter.Wfns I:'...s a� "- B Q 3009 condenser and Hood 7 (2nd from grid 8) 14" TJI@/L65 @ 24" o/c TJ-BeamV 6.35 Serial Number: 7004100344 User:4 4/8120099:05:00AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Pape 1 Engine Version:6.35.0 FOR THE APPLICATION AND LOADS LISTED N Plember Slope:-.314:12 Roof Slope-,314A2 in: All dimensions are horizontal. 24' 2 V2" LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 30.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Roof(1.25) 0 50 1' 8" hood (198#/4) Point(pif) Wind(1.60) 250.0 0.0 21' 2 1/2" - Brace Point(lbs) Roof(1.25) 0 50 616.1 hood (198#/4) Point(lbs) Roof(1.25) 0 150 10' 6" condenser (300#/2) Point(lbs) Roof(1.25) 0 100 6' condenser 41g , SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Plate on steel beam 3.00" Hanger 482 / 969 / 0 / 1451 Custom Detail to ory 2 Stud wall 5.60" 5.50" 698 / 834 10 / 1532 us End, TJI Bloc inQ1 ly 1 ', JI®/ 65 -User specified custom detail for support: 1. DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) -1498 1426 2656 Passed (54%) Lt. end Span 1 under Roof loading Vertical Reaction (Ibs) 1426 1426 2356 Passed (61%) Bearing 1 under Roof loading Moment (Ft-Lbs) 8230 8230 10037 Passed (629/6) MID Span 1 under Roof loading Live Load Defl (in) 0.455 1.180 Passed (U623) MID Span 1 under Roof loading Total Load Defl (in) 1.333 1.573 Passed (U212) MID Span 1 under Roof loading Product Diagram is Conceptual. -Deflection Criteria: STANDARD(LL:L/240,TL:U780). -iLevel® maximum bearing length controls reaction capacity. Limits: End supports, 3 112". Intermediate supports, 5 1/4". -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLeveM. Allowable product values shown are in accordance with current ILeveM materials and code accepted design values. iLevel® Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR iLeveM PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevelO Custom product listed above. -(Minimum rut length) = (Overall horizontal length) x 1.000 + 3/8" Operator Notes: Support 1 Hanger: BA2.56/14 capacity = 2235# per Simpson spread sheet PROJECT INFORMATION.OPERATOR INFORMATION: Golden Corral GC11ME.7.1 LH Port St. Lucie, FL Brent Barham 08-033929 iLevel Trus Joist Commercial 1900 Polaris Parkway Suite 300 Rep.: John Sipple Columbus, OH 43240 Cuyyrigt:I'. G: tOb9'iiy il.evel&, Federal Play, WA. T:; f:ti and T,:-8earva are req:sccred traclemar ka of e-r JotscT', ?ro" and Td-Fro"' are tradetrarks cr : '•::us ta:nF.nq\xAY.asc AccountslGc"et: Pori: at. .i.oc;e, Fi,\Desi;nsl8 Rhood,,ma B a@hood7,6&sf-lb 14" TJI@/L66 @ 24" o/c TJ-BoamJ 6.35 Serial Number 7004100344 ' User:4 4/8/20099:05:59Am THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Paget Engine Version: 6.35 a FOR THE APPLICATION AND LOADS LISTED N Member Slope:-.31412 Roof Slope-,31412 0� s All dimens(ons are horizontal, 24' 2'1rP" Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (pso: 20.0 Live at 125 % duration, 30.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Pcint(lbs) Roof(1.25) 0 50 1' 6" Hood-7 198#14 Point(lbs) Roof(1.25) 0 50 5' 6" Hood-7 19B#/4 Point(lbs) Roof(1.25) 0 78 19' 8 112" - Hood-6 309#14 Point(lbs) Roof(1.25) 0 78 23' 6 1/2" - Hood-6 309#14 Point(lbs) Roof(1.25) 163 0 15'4" SF-1B(650#14) Point(pif) Wind(1.60) 250.0 0.0 21' 2 1/2" Brace '00 SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Width Length Live/Dead/Uplift/Total 1 Plate on steel beam 3.00" Hanger 640 1824 / 0 11364 Cus Detai Cu ccessory 2 Stud wall 5.50" 5.50" 776 / 885 / 011662 End, ! cki y 14"' TJIG/L65 -User specified custom detail for support; 1. DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) -1628 -1431 2656 Passed (54%) Rt. end Span 1 under Roof loading Vertical Reaction (Ibs) 1439 1439 2356 Passed (61%) Bearing 2 under Roof loading Moment (Ft-Lbs) 7999 7999 10037 Passed (80%) MID Span 1 under Roof loading Live Load Den (in) 0.567 1.180 Passed (U499) MID Span 1 under Roof loading Total Load Den (in) 1.311 1.573 Passed (L/216) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:U240,TL:U180). -iLevel® maximum bearing length controls reaction capacity. Limits: End supports, 3 1/2". Intermediate supports. 5 1/41'. -Bmcing(Lu): Al compression edges (top and bottom) must be braced at T 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. iLevel® Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project -THIS ANALYSIS FOR iLevel® PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -(Minimum cut length) = (Overall horizontal length) x 1.000 + 3/8" Operator Notes: Support 1 Hanger; BA2.56/14 capacity = 2235# per Simpson spread sheet PROJECT INFORMATION: Golden Corral GC11ME.7.1 LH Port St. Lucie. FL 08-033929 Rep.: John Sipple • COr;yrip!:L Q 2009 by iLe:•e 1:4, Federal Way, t,,A. r.7 ter and '- -eeamv era registered tradennrks o: iLcvsi�. ..-. Jo.+.,U-. •ro"• and TJ-?r. ace tcadematks Of iLeve!'.a. OPERATOR INFORMATION: Brent Barham iLevel Trus Joist Commercial 1900 Polaris Parkway Suite 300 Columbus. OH 43240 ... .::us[onEry`�FAEasc ACCovn -s1G.^!den ace: a.. ,;3oldan -,oral li�UJ\Pb-U33929 - F0-- Lucie, FLt_e _ • -• ai,7nsla Pb:ad;, ri6a f.-tb. sr„s B @ EF-3 w/Hoods-193 14" TJI®/L66 @ 24" o/c 'fJ-Beann 6.35 Serial Number: 7004100344 User.4 4/8/20099:06.48AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version:6.35.0 FOR THE APPLICATION AND LOADS LISTED N menll)er Slope:-.314M2 Roof Slope-.314 12 d All clinlensions are horizontal. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 30.0 Dead Vertical Loads: Type Class Live Dead Location Application Point(lbs) Roof(1.25) . 0 77 4' 9" Point(lbs) Roof(1.25) 0 77 8' 9" Point(lbs) Roof(1.25) 0 93 10'31/2" Point(lbs) Roof(1.25) 0 93 14' 6 1/2" Point(plf) Wind(1.60) 250.0 0.0 21' 2 1/2" Point(lbs) Roof(1.25) 0 106 7' SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/Uplift/Total 1 Plate on steel beam 3.00" Hanger 482 / 1000 / 0 11482 2 Stud wall 5.50" 5.50" 6913 / 899 / 0 11597 -User specified custom detail for support: 1 DESIGN CONTROLS: Maximum Design Shear(lbs) -1563 1457 Vertical Reaction (Ibs) 1457 1457 Moment (Ft-Lbs) 8740 8740 Live Load Dell (in) 0.455 Total Load Deft (in) 1.422 Control Result 2656 Passed(55%) 2356 Passed (62%) 10037 Passed (87%) 1.180 Passed (L'623) 1.573 Passed (1-/199) 24' 2 112" PrOCIUct Diagram is Conceptual, Comment Hood-3 308#/4 Hood-3 3084/4 Hood-1 371 #/4 Hood-1 371 #/4 Brace EF-3 (112#/2) -00 Detail Othe Custo 11t m Accessory End, TJI eking 1 Ply 14" TJI4D/L65 Location Lt. end Span 1 under Roof loading Bearing 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:L/240,TL:L/180). -iLevei® maximum bearing length controls reaction capacity. Limits: End supports, 3 1/2". Intermediate supports, 5 1/4". -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 6" c/o unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by iLeveIV. Allowable product values shown are in accordance with current iLevelO materials and code accepted design values. il.eveWD Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR iLeveM PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the il..eveldO Custom product listed above. -(Minimum out length) = (Overall horizontal length) x 1.000 + 3/8" Operator Notes. Support 2 Hanger: BA2.56/14 capacity = 2235# per Simpson spread sheet PROJECT INFORMATION: Golden Corral GC11ME.7.1 LH Port St. Lucie, FL 08-033929 Rep.: John Sipple "PYriv•"t 2009 by Ei.eve:F:, Eedcca' 'r;r.y. HA. T'M& dnQ T.7 Bearrtzc are regisrer.e::e:ra er,� �i iLavci::. t:rd<.Eemn: ka cf iLevet:+.i. s:\Cie tomf:ny.NAc:Ast Ac-cowir.,\Gcice:: Corra11Go- a :: �AiOr-933927 - .� " OPERATOR INFORMATION: Brent Barham iLevel Trus Joist Commercial 1900 Polaris Parkway Suite 300 Columbus, OH 43240 B @hoods, EF's5,6 - '14" TJI®/L65 @ 24" o/c Ti-BeamS 6.35 Serial Number: 7004100344 User:4 4/8/2C099:07.29AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version:6.35.0 FOR THE APPLICATION AND LOADS LISTED �\, meml3er Slope:-,31412 Root .Slope-.31 i12 51: All dima dimensions are horizontal. 24' 2 1/2" Produce; Diagram is ConceptUal. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 126 % duration, 30.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Roof(1.25) 0 75 5' 1" Hood-5 300#/4 Point(lbs) Roof(1.25) 0 75 12' 1" Hood-5 300#14 Point(lbs) Roof(1.25) 0 56 8' 6" EF-5 112#/2 Point(lbs) Roof(1.25) 0 78 17' 8" EF-6 112#/2 Point(plf) Wind(1.60) 250.0 0.0 21' 2 1/2" - Brace SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail er Width Length LlvelDead/Uplif (Total 1 Plate on steel beam 3.00" Hanger 482 / 877 / 0 / 1358 Custom D u cessory 2 Stud wall 5.50" 5,50" 698 / 860 / 011559 End, TJI Blo -'ng •r ly 14" TJI®/L65 -User specified custom detail for support: 1. DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) -1525 1333 2556 Passed (50%) Lt. end Span '1 under Roof loading Vertical Reaction (Ibs) 1333 1333 2356 Passed (57%) Bearing 1 under Roof loading Moment (Ft-Lbs) 8048 8048 10037 Passed (80%) MID Span 1 under Roof loading Live Load Deg (in) 0,455 1.180 Passed (U623) MID Span 1 under Roof loading Total Load Deft (in) 1.310 1.673 Passed (U216) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:U240,TL:U180). -iLevei® maximum bearing length controls reaction capacity. Limits: End supports, 3 1/2". Intermediate supports, 5 1/411. -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by iLevelO. Allowable product values shown are in accordance with current iLevei® materials and code accepted design values. iLevei® Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR iLevei® PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevei® Custom product listed above. -(Minimum Cut length) = (Overall horizontal length) x 1.000 + 3/8" Operator Notes: Support 1 Hanger: BA2.56/14 capacity = 2235# per Simpson spread sheet PROJECT INFORMATION: OPERATOR INFORMATION: Golden Corral GC11ME.7.1 LH Brent Barham Port St. Lucie, FL iLevei Trus Joist Commercial 08-033929 1900 Polaris Parkway Suite 300 Rep.: John Sipple Columbus, OH 43240 "'Pyright :s 2009 tv :Le•rei="„ Federal tidy. {9A. T,1.19 arse T$-See,,.?: ; rg toi:ed 'sadc^nrks atiLrve'.z. e-I Solst'",Pra "..... 1.,,:-Prow are S:V:UStomEnulLAEasC Ac::,untsiGradar �Lcrral �Goi 4�a Cr. r.: s1: 20: N:f?9-033529 - Fort �.,. Lucia, f'1.1Desi q�s :3 Nhc�d :e: V. smS r� B @ RTU-1 with header loads 14" TJI0/1_65, 2 plies @ 24" o/c TJ-BearrZ 6.35 Serial Number: 7004 i00344 User:4 4/8/20099:08:55AM THIS PRODUCT MEETS OR EXCEEDS -THE SET DESIGN CONTROLS Page Engine Version•6.350 FOR THE APPLICATION AND LOADS LISTED N memlaer Slope:-,31412 Root Slope-,314l12 All dimensions are horizontal, LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 30.0 Dead Vertical Loads: Type Class Live Dead Location Point(lbs) Roof(1.25) 89 89 8' 10 3/4" Point(lbs) Roof(1.25) 240 76 16' 6 1/2" Point(lbs) Roof(1.25) 0 505 8' 10 3/4" Point(lbs) Roof(1.25) 0 505 16' 6 1/2" Point(plf) Wind(1.60) 250.0 0.0 21' 2 1/2" Uniform(plf) Roof(1.25) 20.0 30.0 8' 10 3/4" To 16' 6 1/2" SUPPORTS: Input Width 1 Plate on steel beam 3.00" 2 Stud wall 5.50" �p 24' 2 1 Z' Product Diajranl is Conceptual. Application Adds To Bearing Vertical Reactions (Ibs) Length Live/Dead/Upilft/Total Hanger 684 / 1387 10 12071 5.50" 908 / 1471 / 0 / 2378 Comment Header 1 Header 2 RTU-1 (1615/4)xl.25 RTU-1 (1615/4)xl.25 brace add'1 trib. be s Ply Depth Nailing Data I Depth 1 14.00" 3.50" Top Mount Hanger . N/A N/A N/A End, TJI Blocking -Web stiffeners are required at support(s): 1. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: Simpson Stronq-Tie® Connectors Other None 1 Ply 14" TJI®/L65 Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Top Mount Hanger H65.12/14X D1-.314/12 0 NIA No 0 Douglas Fir -Nailing for Support 1: Face: 16-16d , Top 6-16d , Member: 10-N16 DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 2345 2191 5373 Passed (41%) Rt. end Span 1 under Roof loading Vertical Reaction (Ibs) 2199 2199 4713 Passed (47%) Bearing 2 under Roof loading Moment (Ft-Lbs) 14779 14779 20075 Passed (74%) MID Span 1 under Roof loading Live Load Defl (in) 0.389 1.180 Passed (U727) MID Span 1 under Roof loading Total Load Defl (in) 1.203 1.573 - Passed (U236) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LUL/240,T1-:1-1180): -iLevel® maximum bearing length controls reaction capacity, Limits: End supports, 3 112". Intermediate supports, 5 1/4". -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 10" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: Golden Corral GC11ME.7.1 LH Port St. Lucie, FL 08-033929 Rep,: John Sipple OPERATOR INFORMATION: Brent Barham iLevel Trus Joist Commercial 1900 Polaris Parkway Suite 300 Columbus,,OH 43240 I CoP:frlght C% �..E':e11, [E,:+?r31 Way, WA. are req'ster'd traders rYs o: iLeaeld,. and - , . i rAdemarks of 11.e•ael... SrmP;:or S',.^. ron-...:'.i i..nre._[cr., a registered trademark of ..;i :1-sqr Sctony-Tt_ _ -Pr, +, .rt. .law La,......^.+�l t... i ......... ....:.aen C:r,rral \Gai..i�r. 'arra.t 2!?061.:.;8-0.379::9 - -c'nrt 5t. Luc/a," - i I MM B Q RTU-1 with header loads 14" TJI@/L65, 2 plies @ 24" o/c TJ-BeanrD 6.35 Serial Number 7004100344 User 4/812009 9:08:55 Am THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Paget EngineVersion:E. FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTESS:: -IMPORTANT! The analysis presented is output from software developed by iL.eveI9. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. iLevelO Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR iLevelOD PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -Note: See iLevel® Specifier's/Builder's Guide for multiple ply connection. -(Minimum cut length) _ (Overall horizontal length) x 1.00D + 3/8" PROJECT INFORMATION - Golden Corral GC11ME.7.1 LH Port St. Lucia, FL 08-033929 Rep.: John Sipple r, N �i•` a:: OPERATOR INFORMATION: Brent Barham ILevel Trus Joist Commercial 1900 Polaris Parkway Suite 300 Columbus, OH 43240 copyright 0.2009 b :6e. eY•-i Federal >1ay. ri;�. T,:1F, an", ..1 . n.J, _ .ed _c a�rmarks t.e.ei^ Toa C^,Pro'" anc -, .r.T^at- tradeaatks cf o= liLere h-,J, ��mpsvr, Stror.q-1'; rt r,rrr,ct ;: .n .. .. rear st•_ced ttadrmark of r., •, . cps,, ct'on a-?'ie Co:apyny, Inc. :';Cus tor.;Enq\,iArrat hC,:,n;.,:,:. s':Gc 1.<leu Cc t.el\G�•lde:, Curtal 2COp19d-:)3.'.923 - Port Ltu].L G. PI,\Pe=1 �t B Gal hoods 1.2, 4 with header loads „5 :.:.,•:..' 14" TJI®/L65, 2 plies @ 24" o/c TJ-Beam 6.35 Serial Number: '1004100344 User:4 418120099:09:36AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engino Version:6.35.0 FOR THE APPLICATION AND LOADS LISTED Nlemlaer Slope: -,314r12 Root Slope-,314+12 ,F21 d 24' 2 1!2" All dimensions are horizontal, Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 126 % duration. 30.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Roof(1.25) 0 149 3' 9" - hood 4 (596#/4) Point(pif) Rcof(1.25) 250.0 0.0 21' 2 1/2" brace I Point(lbs) Roof(1.25) 82 82 8' 2" hdr Point(lbs) Rcof(1.25) 193 130 11' 2" hdr , Point(lbs) Roof(1.25) 0 93 10' 4" hood 1 (371#14) Point(lbs) Roof(1.25) 0 93 14' 6" hood 1 (371#/4) Point(lbs) Roof(1.25) 0 87 11' 2" hood 2 (346#14) Point(lbs) Roof(1.25) 0 87 14' 6" hood 2 (346#14) Point(lbs) Roof(1.25) 0 150 9' 8" EF-8 (300#12) Point(lbs) Roof(1.25) 0 56 2' 10" EF-4 (112#12) SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live/Dead/Upliftlrotal Depth 1 Plate on steel beam 3.00" Hanger 695 / 1285 / 0 / 1981 1 14.00" 3.50 Top Mount Hanger None 2 Stud wall 5.50" 5.50" 1048 / 1095 / 0 / 2143 NIA N/A NIA End, TJI Blocking 1 Ply 14" TJI®/L65 -Web stiffeners are required at support(s): 1. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: Simpson Stronci-Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges, Offset Slope Species 1 Top Mount Hanger HB5.12114X D1-.314/12 0 NIA No 0 Douglas Fir -Nailing for Support 1: Face: 16-16d . Top 6-16d , Member: 10-N16 DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) -2105 -2097 5313 Passed (39%) RL end Span 1 under Roof loading Vertical Reaction (Ibs) 2105 2105 4713 Passed (45%) Bearing 2 under Roof loading Moment (Ft-Lbs) 13022 13022 20075 Passed'(65%) MID Span 1 under Roof loading Live Load Dell (in) 0.392 1.180 Passed (L/723) MID Span 1 under Roof loading Total Load DeR (in) 1.031 1.573 Passed (U275) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(L1-:1-1240,TL1/180). -(Level® maximum bearing length controls reaction capacity. Limits: End supports, 3112". Intermediate supports, 5 1/4". -Bracing(Lu): All compression edges (lop and bottom) must be braced at 4' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: Golden Corral GC1IME.7.1 LH Port St. Lucic, FL 08-033929 Rep.: John Sipple OPERATOR INFORMATION: Brent Barham (Level Trus Joist Commercial 1900 Polaris Parkway Suite 300 Columbus, OH 43240 Copyright ^.. 200 by Levelti, Fedetai Wl.y, wA. ar:d T,7-Beam': are reg:rtered trademarks of ILe:e'..W. c.ist"',rrc"' and T.i-Pro'" are tradema r'rn of •:va:.;. t'Imp .son ::tronr, ..Tl eP Connectors +e a regi:;toeed trade:nar% c!' Slmpson Stronq..Tie Company, Fort St. l.uule, FL'.❑os_ga•.G t nd1, 7, 4bhnr. Sn: sa �' B 8 hoods 1,2, 4 with header loads 14" TJI®/L65, 2 plies @ 24" o/c TJ-BeamC� 5.35 Serial Number: 7CO4100344 User.4 41e/2C099:09:38Am THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Paget Engine Version:E.35.0 FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLeveP&. Allowable product values shown are in accordance with current iLevelD materials and code accepted design values. iLevel® Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verged and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR !LevelS PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -Note: See iLevelO Specifiees/Builders Guide for multiple ply connection. -(Minimum cut length) = (Overall horizontal length) x 1.000 + 3/8" PROJECT_ INFORMATION: Golden Corral GC11ME.7.1 LH Port St. Lucie, FL 08-033929 Rep.: John Sipple OPERATOR INFORMATION: Brent Barham iLevel Trus Joist Commercial 1900 Polaris Parkway Suite 300 Columbus, OH 43240 (-`.::pyriaht .. 2009 by iLevca!V, F•ecera 'hay, WA, TJIc and T.;-9e.:m.?: are ra(1!5tereC. t,r� �a„arks c-1 JC" ,F'rc and TJ-Pro'" .- traciau:a ri:;. <>fr _u.pu.... St. rD �Ti ei...7onto rC ,., ,. r e.}„Lvre-J•.. ia:lSa rk �%f 1.T.p<o15 SCrO[n: -'C1C r„yy.a^y, In C. ..:\Cus con8r,^\NT.East Acco:vrt r\Coicir.n srru \Cr,ldrn rocral 2009%08-03i42? - port Luz e, FL\De—qr:o\a 0 m B @ hnod 4 with header loads 14" TJI@/L65, 2 plies @ 24" o/c TJ-13eam0 6.35 Serial Nurnber: 7004100344 User:4 4/6/20099:1ti:21 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 6.35 0 FOR THE APPLICATION AND LOADS LISTED N felember Slope:-.314?12 Roof Slope-,314','12 a, All dimensions are horizontal. 24' .2 1,2„ LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 30.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Roof(1.25) 0 149 3' 9" hood 4 (596#/4) Polnt(plf) Roof(1.25) 250.0 0.0 21' 2 1/2" brace Point(lbs) Roof(1.25) 82 82 8' 2" hdr @ EF8 Point(lbs) Roof(1.25) 200 130 11' 2" hdr @ EF8 Point(lbs) Roof(1.25) 127 127 12' 6" hdr @ EF2 Point(lbs) Roof(1.25) 160 98 14' 4" - hdr @ EF2 Point(lbs) Roof(1.25) 0 87 11' 2" hood 2 (346#/4) Polnt(lbs) Roof(1.25) 0 87 14' 6" hood 2 (346#/4) Point(lbs) Roof(1.25) 0 75 918.1 EF-8,(3009/4) Point(lbs) Roof(1.25) 0 36 13' 6" EF.2 (144#14) SUPPORTS: Product Diagranl is Conceptual, ., w•A �r �' . s „ Input Bearing Vertical Reactions (Ibe) Ply Depth Nailing Detail Other Width Length Live/Doad/Upiift/Total Depth 1 Plate on steel beam 3.00" Hanger 825 i 1216 / 0 / 2041 1 14,00•' 3.50" Top Mount Hanger None 2 Stud wall 5.50" 5.50" 1213 11108 10 12320 N/A N/A N/A End, TJI Blocking 1 Ply 14" TJI®/L65 -Web stiffeners are required at support(s): 1. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: Simpson Strong -Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Top Mount Hanger HB5.12/14X D1-.314/12 0 N/A No 0 Douglas Fir -Nailing for Support 1: Face: 16-16d , Top 6-16d , Member: 10-N16 DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) -2283 -2274 5313 Passed (43%) Rt. end Span 1 under Roof loading Vertical Reaction (Ibs) 2283 2283 4713 Passed (48%) Bearing 2 under Roof loading Moment (Ft-Lbs) 14411 14411 20075 Passed (72%) MID Span 1 under Roof loading Live Load Defl (in) 0.503 1 180 Passed (1./563) MID Span 1 under Roof loading Total Load Defl (in) 1.138 1.573 Passed (U249) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:U240,T1.1/780). -ILevelO maximum bearing length controls reactlon'eapacity. Limits: End supports, 3 1/2". intermediate supports. 5 11411. -Bracing(Lu). All compression edges (top and bottom) must be braced at 3' 10" o/c unless detailed otherwise. Proper attachment member stability. and positioning o1 lateral bracing is required to achieve PROJECT INFORMATION: Golden Corral GC11ME.7.1 LH Port St. Lucie, FL 08-033929 Rep.: John Sipple OPERATOR INFORMATION: Brent Barham iLevel Trus Joist Commercial 1900 Polaris Parkway Suite 300 Columbus, OH 43240 Gqp7right f) U`-"9 b7 SLeVelA, Federal Wa7, WA. ,iml TJ-Hearu. „re rayle;tere:i tradern;,rk:; of .. i:v, eh Joist',.!: sn5 T?.-P. .0- 3ro CCede^ZITS .%r LC•1 (! �?, .. -psr:n a.-nr.•^-..t. - "+ec,ors is 1 regls-.: ed _'Id:GCNrK f>t StIf7S6� 3 rv. rg-T:2 ::cn`p.i'.y, Inc. S :'•C::arcmlinq :NRf>asr. A;::c:o::r•.s\Go.iden :7c:rra2\4o: icn Corrr,l 2o.)eloe-073929 - 'cct St.. L:a-i±. F•I,\Ge.:ianylri 4 h:l2,4a4dr.sr„s B Q hood 4 with header loads - 14" TJIO/L65, 2 plies @ 24" o/c TJ-Beam06.35 Serial Number: 7004100344 User:4 418=099:10:21 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Paget Engine Version.6.35.0 FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT: The analysis presented is output from software developed by iLevel(D. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. iLevelO Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -Note: See iLevel® Specifier's/Buildees Guide for multiple ply connection. -(Minimum cut length) = (Overall horizontal length) x 1.000 + 3/8" PROJECT INFORMATION: Golden Corral GC11ME.7.1 LH Port St. Lucie, FL 08-033929 Rep.: John Sipple cnyriu'rt [OG3 by .Le•+e i��•, Faaera: 'clay, Y7:., OPERATOR INFORMATION: Brent Barham iLevel Trus Joist Commercial 1900 Polaris Parkway Suite 300 Columbus, OH 43240 P:;rt 3t. Luca c, PS1 U^e-qn:. `•,a Qi? M 8 Uplift perimeter » t. 14" TJI@/L65 @ 24" o/c TJ.Beam® 6.35 Serial Number. 7004100344 User:4 418/2C099:11.22AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Pagel Engine Version.:6.35.0 FOR THE APPLICATION AND LOADS LISTED N menllaer Slolse: -.314 12 Roof Slope-.314+12 -- n L 24' 2 1 Z' � All dimensions are horizontal. Product Diagram is C0I1Ceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 30.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(psf) Wind(1.60) -46.8' 0.1 2 3/4" To 24' 2 1/2" Replaces Net Perimeter uplift Point(plf) Wind(1.60) -250.0 0.0 21' 2 1/2" brace Unifomt(psf) Wind(1.60) 0.0 0.1 0 To 2 3/4" Replaces load on plate SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length LivelDead/Uplift/Total 1 Plate on steel beam 2.75" Hanger -1160 / 2 / -1159 / -1159 Custom Detail Custom Accessory 2 Stud wail 5.50" 5.50" -1584 / 2 / -1583 / -1583 End, TJI Blocking 1 Ply 14" TJI®/L65 -User specified custom detail for support: 1. DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 1548 1540 3400 Passed (45%) Rt. end Span 1 under Wind ioadin Vertical Reaction (Ibs) 2 2 1697 Passed (0%) Bearing 1 under Dead load' Moment (Ft-Lbs) -7183 -7183 12848 Passed (56%) 10 MID Span 1 under Wind toa : Total Load Deft (in) 1.192 1.574 Passed (L/238) MID Span 1 under Wind load' -Deflection Criteria: STANDARD(TL:L/180). -iLevel® maximum bearing length controls reaction capacity. Limits: End supports, 3 1/2". Intermediate supports, 5 1/4". -Uplift exceeds 200 Ibs for total load. -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 10" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by !Level®. Allowable product values shown are in accordance with current iLeve[O materials and code accepted design values. iLevelO Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Cade IBC analyzing the iLevel® Custom product listed above. -(Minimum cut length) = (Overall horizontal length) x 1.000 + 3/8" ODerator Notes: Support 1 Hanger: BA2.56/14 Capacity: -1170# Top: 6-16d; Face: 8-16d; Member: 8-N10 Mid span bracing has been analyzed, use bracing as shown on TJ Shop Drawings. If no bracing shown, none required. PROJECT INFORMATION: Golden Corral GC11ME,7.1 LH Port St. Lucie, FL 08-033929 Rep.: John Sipple CcPyrirh; 2009 :^,y _Wiy, WA. TJ'I'd ar.d-Beae1-� are t.rade:rarla •11 • e-1 :roistTM, Pre" aril 11J.Pro, are trademeeks Of '_Lec•_:i:. OPERATOR INFORMATION: Brent Barham (Level Trus Joist Commercial 1900 Polaris Parkway Suite 300 Columbus, OH 43240 S:\CustunEn9'•.XAFa,;t Aaac1In:_s`.G1'11,; Crrrai\G:;d-r. Corral '2,'J0r\Oe-"33919 - ?,it SL. Lucie, rL\Geeiyrs\s Uplift if nmele. ...ms oe ' TRUS JOIST' CUfp 171BfG!al TJ Number 08-033929 Project Name Golden Corral Location Port St. Lucie, FL (GC11ME.7.1 LH) Delivery I D1: 08-033929 - Roof Plant Delaware Latest Revislon Material List Operator Brent Barham Office Columbus Project Coordinator Comment Preliminary: Not For Production Status Out For Approval Report Type Customer TJI' Products Joists Quantity Type Series Depth Length Profile Bevel Lt W.S. Lt Bevel Rt W.S. Rt P.E.T. Footage Notes 62 A TJI/L65 16 22'-0.00" None Attached Loose No 1364.0 4 Al TJI/1-65 16 4'-0:00" None Attached Loose No 16.0 9 A2 TJI/1-65 16 6-0.00" None Attached Loose No 54.0 57 B TJI/1-65 14 24'-6.00" None : Attached Loose No 1396.5 8 Bi TJI/1-65 14 4'-0.00" None Attached Loose No 32.0 75 "' TJI/1-65 16 ""' •'"'••.• •.. •••. ..... ••••• ••••• ••••' Total 1434.0 65 "' TJI/1-65 14 ""' """••. ......• •••.• ..... ••••• ••••• Total 1428.5 TJI® Products Web Stiffeners Quantity Type Series Depth Installation Location Standard Beveled Angle Length Width Bevel Cut Notes 162 TJI/1-65 16 Loose End Std Not Beveled 0.0 10.250 3.500 0.000 " 150 TJI/L65 16 Aft End Std Not Beveled 0.0 10.250 . 3.500 0.000 146 TJI/1-65 14 Loose End Std Not Beveled. 0.0 8.250 3.500 0.000 130 TJI/1-65 14 Aft End Std' Not Beveled 0.0 8.250 3.500 0.000 TJI® Products Blocking Panels Quantity Type Series Depth Length End Blocks Custom Depth Series Substitution Notes 51 TJIl1-65 16 21.438 w/o End Blocks Not allowed 51 TJI/L65 14 21.438 w/o End Blocks Not all Connectors Quantity Type Model Top Face Member Slope Sk Fig. Slope Fig. Angle Fig. Offset NetH Finish Notes 6 1-11 HHUS41OX i 30-16d 10-16d 1 1 H2 U410 16-16d 6-10d 23 H3 MIT414 4-16d 4-16d 6-N10 100 H4 BA2.56/16 6-16d 8-16d, 8-N10 27 H5 HB5.12/16 6-16d 16-16d 10-16d 67 H7 BA2.56/14 6-16d 8-16d 8-N10 7 H8 H85.12/14 6-16d 16-16d 10-16d Tension Bridging jantity Type Model Nou 48 TB36 TJI® Products Double Joist Kit Quantity Type Series Duty Length Material Thickness Height Footage Notes 11 A TJI/L65 Standard 22'-0.00" TS,PWD,OSB 2-1" 3.5" 242.0 7 B TJI/1-65 Standard 24'-6.00" TS,PWD,OSB 2 - 1" 3.5" 171.5 Open -Web Products Bottom Chord Nailer VeamBuilder v1.66 D1: 08-033929 Golden Corral 1 of 2 08-033929-MaterialList.xls Out For Approval 4!8/2009, 10:06 AM Lineal Ft Type Size Grade i Notes 101 , 2x4 Parallam(& PSL Products Beams Quantity Typo Size Length Grade Camber Footage Notes 1 PA1 5.25x18 26'-0.00" 2.0E 0.000 26.0 1 PB2 5.25xl1.88 20'400" 2.0E 0.000 20.0 1 .. 5.25xll.88 ......... ....... ..... ..... ..... ..... Total 20.0 1 ... 5.25x18 ......... ....... ..... ..... ..... Total 26.0 Microllam® LVL Products Beams Quantity Type Size Length Grade Footage Notes 6 MA1 3.5x14 41'-0.00"' 1.9E 246.0 9 MA2 3.5x14 34'-0.00 1.9E 306.0 13 MA3 3.5x14 5'-0.00 1.9E 65.0 23 MA4 3.5x14 38'-0.00" 1.9E 874.0 1 MA5: 3.5x14 21'-6.00" 1.9E 21.5 10 MA6 3.5x14 3'-0.00" 1.9E 30.0 1 MB1 3.5x16 19'-0.00" 1.9E 19.0 2 MB2 3.5xl6 7'-6.00" 1.9E 15.0 1 M83 3.5x16 23'-0.00" 1.9E 0 23.0 2 MC1 1.75x11.88 4'-0.00" 1.9E 80 2 MC2 1.75x11.88 6'-0.00" 1.9E C; 12.0 4 ... 3.5x16 ........ ..... ... .... ..... ..... ..... Total 57.0 62 "' 3.5x14 • •. •. ••• • •. Total 1542.5 4 ... 1.75x11.88 . ....... ..... ..... ..... ..... Total 20.0 Hardware Quantity Type Description Notes 5 lb 8d (8dx2.5) Nails 16 lb N10 (10dx1.5) Nails 7 lb 10d (10dx3) Nails 86 lb 16d (16dx3.5) Nails 40 3/4"x5" Grade 5 Bolt w/Nut Straps Quantity Typo Description Fasteners Notes 57 H2.5A Hurricane Tie 10-8d 46 H8 Hurricane Tie, 10-10d 22 HD2A Holdown 4 HD5A Holdown 6 HD6A Holdown 19 OHS135 Strap Tie 30 SP6 Stud Plate Tie 85 TPA57 Tie Plate Other Products Quantity Type Description Notes 260 HTS20 Twist Strap TeamBuilder v1.66 D1: 08-033929 Golden Corral 2 of 2 OS-033929-Mate rialList.xls Out For Approval 418/2009, 10:06 AM SAINT LUCIE COUNTY FIRE DISTRICT PLAN REVIEW FORM 5160 N.W. Milner Drive Port Saint Lucie, FL 34983 Telephone: 772-621-3322, , Fax: 772-621-3604 Web Address: www.slcfd.com Building Dept. St. Lucie County FMO Permit # B 09-123 Project Name Golden Corral ' BLDG Permit # 0811-0084 Address 10753 South US Hwy.1 ;City Port St. Lucie Occupancy Type Assembly Construction Type VB Square Feet 11,417 ---.....------- ...... _..... __....1 ......... ....-- .. .... ........... ...-........-..... _.. _ .... Occupant Load 388 Seating area NumberofStories 1 Access Box Required Access Key Switch ......... - - ..._ ...-.._. -- - —- .... _.._..-- AFS Permit Required FA Permit Required FFP Permit Required General Notes 1. An electronic copy of the construction documents submitted on a CD is required. The file format shall be .pdf only. 2. All revisions, including the electronic copy must be received prior to permitting. 3. The Fire Marshal requires 24 hour notice on all inspections. 4. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. S. Failed inspections require payment of fee prior to rescheduling of further inspections. 6. Penetrations through rated assemblies shall be of the proper UL design. Design criteria shall be submitted with the construction plans. 7. Fire alarm panels shall be located indoors within air conditioned space. Plans and construction are subject to corrections in the field to maintain code compliance. THE FLORIDA FIRE PREVENTION CODE, 2007 EDITION IS CURRENTLY ENFORCED Required Revisions 1. A separate review and permit is required for the installation of the fire sprinkler, fire al ye r otection systems. 2. Remote test and inspect switches equipped with an audible/visual indicator is quire for th T duct smoke detectors. Page F of Fil Reviewed by TT.Liento w - _ Date F�-�2-720097_] UNIVERSAL ENGINEERING.SCIENCES, INC. r ( Consultants In: Geotechnical Engineering o Environmental Sciences t Construction Materials Testing ^ Threshold Inspection fl 820 Brevard Avenue • Rockledge, Florida 32955 w• Phone: (321) 638-0808 Fax: (321) 638-0978 1� National Restaurant Designers Division LMHT Associates 2805 Meridian Pkwy Durham, NC 27713 Atten: Joanne Williams Project Manager Re: Site Inspection Letter of Intent Golden Corral Restaurant 10753 US Hwy 1 Port St. Lucie, FL Universal Project no. 1900093-001-01 Docs No.: 747004 Dear Ms. Williams: January 13, 2009 As requested the purpose of this letter is to provide with this letter of intent to do the following: Foundation design and sitework shall be verified prior to placement of concrete. A written verification signed and sealed by a geotechnical engineer (representative of Universal) shall be submitted to the structural engineer of record stating that the bearing elevations exposed after site stripping have been inspected and are adequate to support a minimum of 2000 psf (allowable bearing capacity) and the soils supporting the foundations are adequate to minimize differential movement to less than % inch and total movement to less than 1 inch. ' Note that it is the responsibility of the contractor to notify Universal when the footings have been exposed so we can perform the bearing inspection noted above. We trust that the information listed in this letter is sufficient. Please call if you have any questions. Sincerely, Universal Engineering Sciences, Inc. Richard -. Hoaglin, P.E./ Z14-Y Branch Manager FL License No. 48796 To be completed by DOT a STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION FORM S92-12 DRAINAGE CONNECTION PERMIT APPLICATION ROADWAY DESIGN, 10/86 Drainage Connection Permit Application No.. U � 7 ®®p Date42 -Oa—9 Received By. ���, , I ca rz b Maintenance Unit 90. State Road No. Construction Project No. Section No.. station to Milepost �� s�� FROM TO To be completed by Applicant Applicant's Name: HOSSEIN'-(F.RED) OLAMA Address: P'O ' 0X. 4677381-' ztw L( STREET ' TELEPHONE NO. ORLANDO SEMINOLE : FL CITY COUNTY STATE ZIP Project Name: GOLDEN.CORRAL Location:. 5 . 1 ST. LUCIE COUNTY --STREET SR; 'NO' - US•HW.Y NO. CITY ST. LUCIE 12" WS 40E COUNTY SECTION(S)' TOWNSHIPS) .. RANGE(S) Brief Description of Activity Proposed: CONSTRUCTION OF SURFACE WATER MANAGEMENT SYSTEM TO SERVE A GOLDEN CORRAL RESTAURANT, AND ASSOCIATED PARKING WHICH WILL BE LOCATED ON THE 5.47 ACRES: Briefly Describe Why This Activity Requires a Dra (include Where the Stormwater Will Discharge) . .FDOT DRAINAGE -DITCH LOCATED ON THE WEST SIDE OF P.S. NOTE:- Rule Chapter.1.4-�86:004 specifies the exact data requirements which cons"titute,a coil p_ pliaatldiFLIMA I'ION. form must be submitted with all -the, required items'in'quadruplicate. Theseinclude: cmiR�" �j Affidavit of ownership or Control ®Location Map ® Legal Description ® Grading Plan t . ®_ Statemeht of Contiguous Interest �xj Soll.Boririgs ;N0 ' Z . `LJ08. ®:Computations FXJ INaiet i . le/Percolation Certification ®.Permit FoiTrl'592=93 TR](+ ASUY2' CO� [ g. Photographs.of Existing Conditions PERMITS Please mark Items which, have been submitted: I HEREBY CERTIFY THAT THE INFORMATION SUBMITTED IN,THIS APPLICATION IS COMPLETE, ACCURATE, AND ;-INDICATIVE OF THE ACTIVITY -AND OF�THE EXISTING`'AND'PROPOSED DRAINAGELSTORMWATER MANAGEMENT - -_FEATURE_ S AND PATTERNS. (SIGN) APPLICANT -- HOSSEIN (FRED)`OLAMA / PARS PROPERTIES, LLC: �j.= QX 57`r NAME' (MAILING -AD DRESS S) STREEI: ORLANDO FLORIDA. CITY STATE - ZIP (407) 381., qq DATE TELEPHONE . If this appiicat on Is signed 6y a; representative of the:appllcant' a ettet of authon6iion irori the permitted inust.be attached. i -Q 49Q�- Q5 ... FORN1592-13 .ROADWAY DESIGN . To 6-:completed �by DOT. ra9ezora 1 This permit is a license for permissive use only,and doe`s not convey any property rights _ether in. real estate. or. material, or any exclusive- privilege; and d does not authorize any injury to, private.propertyorinvasi in of private rights, infringemerit of F:edeml,: State';or"bcal'law's or regulations; no does ii.,' viate the necessityof obtaining any requiredstate�or local approvals. . 2 The drainage'connectionas authorized herein. shall be constructed and .thereafter maintained in accordance with. the documents'attached hereto and'incor orated b ;reference herein. All construction on the Departments nght of way shall conform. to l- epartm'entaspec,fications andahe Department's manual on Traffic Controls and,Safe., Practices for Streetand Highway Consiruction, Maintenance and U ility Operation. Such.construction shell be sublecffo the,supervision and, approval of the,Deparfineni and the Departmentv may: at any time make such inspectibns.as.it.ddem's necessary t'o assure tt at,the* rainage connection isirrcompliance.with this permit.. 3 'The'entire: expense of construction-withirr th6bepartment•eigft of way, ':including replacement ofexisting) •' pavement or=othe� existing' features;.shall be'tio�me by the: permittee: ...... 4 The permitteeshall..maintain that port,on,of the drainage connection a uthonzed,here'in located on his pro perty,in good condition: Tiie.Department shall'maintain:that portion`of the drainage.connection'authonzed Herein located . within its nght of.way. 5 If the drainage; connection is not constructed operated or maintained in•accordance with this permit, the permit may be_suspended-or revoked. Inthis event modification or'removal-of any portion of the drainage;connecti , fr the,Department s'rightof way, shall be at the permittee's expense; 6 The Department reserves the right:to modify, or remove the drainage connec 'on to evenk mag n. . conlunc4on with road improverrients. 7 The. perinittee hall; make no attempt to (dibid the full and Ire a oii - of all; navigable wafers at or - ad�acenYto,the'dranage cornection.. 8 It is -understood and agreed that the rights and privileges herein. set ouf 4e granted only to the extent of the " Departments right, title, and iriterest in the�land to be;entered upon and used'by therpermittee; and.the permittee, will, at -all times, assume all risk andJndemhiify, defend and save harmless fire Department from and against all loss;damage; :cost or expense arising: m any, manner on account of.;the exercise' o�..atteriipted exercises by said l permittee-oft hese'rights and pnvdeges, regardless of the respective degrees of fault of the: parties:; ' ti 48hrs'PRIOR TO STARTING WORK CALL -9 The permittee'shall:not,fy' '. r •. I at i JOHN KINKA@ OF VMS, INC AT 772 360'7_119 7 i 24 hours in advance of starting any Wbrk orithe drainage connection„authorized by this permit and :also 24 hours i nor.to any ' ik, within the right of way Construchgi%of any work o"n the right of way shah' be completed within days after such.nofificat,on: If such works not completed within days -after such notification, the permittee shall notify the Department of the_ anticipated completion date. contacfthe Cletk of Circuit Court floe 'be located within the right of way Pnor to beginning work the permitEee shalt g. gas lines may, he name, address and`telephone number of any gas line owner who will provide,nformatlon upon regoeston,poss,ble,conficts between the,;gas hne%and the permittee's drainage connection. Ttie permittee shall also.locate all utilities acid obtam,information from;the utility owners as.to possible . conflicts -between utilities and the drainage connection The:permittee,shaIL be solely responsible for any damage to or.confl,cts with gas lines, utilities and/or third'oersons. I'll....The permit shallexpire if construction oii;the drainage connection is.not.begun within one year of the date of approvaiand: if.'construction on the drainage -connection is^notcompleted'by (Date) 12 All, the provisions of this permit shall-be'binding _on. any signee-orsuccessor,i.h interest of the permitfee. . To be completed by the Applicant 0 8"D 4 9 0- 0 0 5 5FORM 592-13 ROADWAY DESIGN 10/86 Paga 3 of 3 The above conditions are hereby accepted and agreed to this day of (If this application is signed by a representative of the permittee, then a letter'of authorization must be attached.) Witnessed By: -Applicant: If a�z� 57YZ33 OI/C"a1 F- 3z YS,7 o :3r;x q a. 33 (MAILING ADDRESS)(CITY)(STATE)(ZIP) (MAILING ADDRESS) Witnessed By: ORLANDO, FL'3ak67 di= (CJTY)(STATE)(ZIP) (MAILING: ADDRESS)(CITY)(STATE)(ZIP)- , To be completed by DOT' The above request has been reviewed .and has, been'found ,to meet.the regulations as prescribed, and is hereby approved, subject to the following special conditions: j 48hr. NOTICE PRIOR TO WORK CALL VMS John Kinkaid 772-360-7119 Department of Transportation: i(Si'�id7t3i. • iiiyll�l'1 CI�i�LW��lia'P4'Vfi}AJEftt;'�a,., 11 w (SIGNAT,VRE) (TITLE) Gap`j (DATE OF AXPROVAQ +`-- To be completed by the Applicant The above special. conditions are `.hereby accepted' and agreed%to-this clay of Witnessed By: (MAILING A RESS)(CITY)(STATE)(ZIP) Witnessed By:�,.. (MAILING ADDRESS)(CITY)(STATE)(ZIP) Applicarit: _r SSEIN (FRED) OLAMA APPLICANT FLORIDA DEPARTMENT OF TRANSPORTATION D'.ISTRICT FOUR GENERAL USE_PERMIT:APPL'ICATION ., DATE OF DEPARTMENT .RECEIPT:A; Z_L-2V _ PERMIT. NUMBER': _® 8y,_49a.. _ 9J_05_3. ROAD SECTION:_9yU%D STATE ROAD:_5 (US 1 )'LIMITED ACCESS:Yn COUNTY: ST.'-,LUCIE APPLICANT- PARS.PROPERTIES, LLC PRONE:(407) 381=4414' ADDRESS: PO Hox.574233, Orlando, FL 3285.7. Appplicant requests.permission from the State of Florida Department of.Transportation -(hereinafter called the Department), to " X construct operate maintain the:facility •ahown.in the accompanying engineering rd awings and descri a ere: , To construct approximatel 0o o ssiewalkc long the westerly right of wayline of US Highwa 1 'an FF -rtra X SFr -fnn nf- aTi nw.- Ar o inrt ewaTo c—Ta rT�a�anf f n nrnnncu ci nmaTFff f. .,oi rarnnFTv permitteU work).. FROM MP _ _ _ _ TO MP ! _ _ _;..or FROM STATION _ _ _ TO STATiDEQ_ _t_ ZU08_.= Reference 'associated. State Project -.Number;' _ _ _ _ _ date c °`iRl� Div . P ATS? under construction.(date construction began): date to'be let: The requested,permit work is: in ,the city of- not. in a city X Applicant agrees to the following conditions: 1.. The applicant, with. the applicant's engineer ofrecord; shall.supervise thepermitted work. The De artmentt reserve's the right to inspect the work, materials.; or equipment at. any time. with or wihout.prior notification. 2. The applicant :shall submit. documentation acknowledging the pending. work from all affected . maintaining agencies prior to approval of�this permit: Maintaining-. agencies are•those:aggencies that byy agreement, maintain some facilities in Department right-of-way. Maintaining agencies may place obligations upon •the applicant which the Department may include as permit conditions. .... . ...... for tiaffie signals: for street lights: for' _ for 3,. The applicant certifies by, signature.hereon that. the location'. al .aff ted ut" itie been ascertained and that the applicant is in compliance With..all app le or at a The applicant mailed letters of notification•. of pending. permit equ tin 1 onto. the following municipalities,' -and utility owners on the date. June 27,, 2007, Port St:. Lucie Utility Systems De artmen ,.2007. "Comcast Cable June 27, 2007-.._Florida-Power and•Light June 27, 2007 AT&T -Florida, 4. It -is 'expressly stipulated that this permit is.a license -for permissive use only. -'The placing -of facilities or:improvements within public right-of-way, pursuant to :this permit, does not.create or. vest, any' property.:rights.. 5; The Department may'.determine that removal'or adjustment of.r•permitted.features or improvementsis required to facilitafe.necessary construction, sa fety, efficiency of-,�the highway. Removal or. adjustment will be immediate or as. otherwise .directed. by'the'Department.and.shall be .at the, expense of the .applicant .unless reimbursement..is authorized. 6..- The applicant, may be required: to provide notice relating the plan to the public. in a, manner prescribed by, the Department. The peimftted,'work shall not unduly interfere with the, rights of others, including other permit holders, without appropriate agreements with those others... 7':-. The-integrity.of ali'declarations.,(whethe,r expressed or-implied).and of'all design drawings presented :to support this permit- request' is the responsibility of the applicant. Any misrepresentations of fact by the applicant.may be cause,.for revocation of an issued permit. S. To: -the extent allowed by law, the applicant,• heirs,..assigna', and successors -in interest As bound and obligated to save and hold the State of Florida; the Department,.'its_:agents , and. employpes. harmleas from any and- all, damages,: claims, expense, or'injuries arising out of any act,"'neglect,. or omission by the applicant; heirs,.assigna;..and'successors in 'interest that may occur,by reason of this facilityy desiggnn,.construction•, maintenance, .or continuing existence. of .the.permitted. work. except,.that the applicant hall. not be. liable under this; provision for damages ar' AjON negligence of the .Department,lvirub� trr" 9. The.appli'cant agrees' 'to safely conduct the .public .through the permitted work arearFEils� Vt e work begins to the time,, of acceptance .of certification. of work's Full, compliance with the current Department Roadway and Traffic Design Standards (600.'Series), .is a minimum requirement• The - Department may require - the --applicant to take further- measures,, including the acquisition of the servscea of uniformed off.'duty'police officers: to assist .n.traffic. safety. Z a NON 2.' to -be completed by the. -Department, D-4 GU.Revised'March, 2602 ITS TREASIiJE, CO.-- °ERM 10. The applicant shall provide fora pre -.construction conference with the Department project engineer.. The applicant shall prepare and present.at the pre -construction conference an emergency restoration plan to address eventualities such as hurricanes. The applicant shall provide a 24= hour 'telephone humber'by which the Department may contact the - -person. 'responsible for and who has authority to act on theemergency restoration plan and maintenance of traffic'. ' 11.. In the.event the applicant fails to i.eet,any of the provisions of this permit-, all work in pursuit of the.permit objective must.cease.and the applicant: must immediately.restore.affected public property. to A. condition as good as..or:better. than.before permit work ,began. ..The,applicant will continue to indemnify the Department as stated above until restoration is accepted by the Department. 12. The applicant.is required by Florida Statute.to notify,localllaw enforcement agencies prior to closing one or more lanes of the -State highway for periods exceeding two hours. 13. Special -conditions for this permit: ----------------- - 48hrNOTICE-PRIOR -------------=.----- TO WORKCALL VMS - ------ --- ---------- -- (other special conditions say be attache, .. 3ohn Kinks d 772=,360-.7119:. . 14 _ At the completion of . the constructio..; a..0 VXr . w .ucParcinelic. ac'ce.Pceuice o= cerci=icaziori, the engineer of record shall certify with original -signature that the work -and materials: - (a) Comply with the Department Standard Specifications for,Road and Bridge.Construction dated • and' Design Standards dated -(b) Is in. accord with_all plans,, special .provisions,.policies, regulations, and safety standards pertaining to the permittedwork•. • ; (c)Is in.accord.with all applicable local, county, state,-aiid-national ordinances, rules, codes, and laws. 15: The Department may accept certification of the permitted work upon the restoration -of the public facility and satisfactory completion of the permitted work.; The'Departmeut h accept. certification prior to the applicant.�s.submission•.of two complete:sets.of tiaa�iIDh]]��,��q 0ans . and three sets.if a bridge structure is.involved. unless the applicant can show good -cause for delay and unless the Department approvea•sa extension, -all permitted coastiuct n-�morkts ll e. completed. within one year. of Dermit.approval.r 1. iU�Jl� 16': The en ineer of record is: /, MAAg.3R�,Flyfielephorie: (772)-345-3800 Professional Engineer License Num er:33 J ,Adams: ] 0521 SW VIL LUCIE,-FL 34987 17. The Prime Professional. Engineer (PPE)'is responsible to certify that all work permitted herein is completed in compliance with .the terms of this permit. The PPE"(P.E. Number ) is:; Telephone:'( ) - ___Address:• 18. The Department project engineer.of the local maintenance.office•or:the.-resident construction office is to accept the certification of the.Prime Professional. Engineer. The Department Project ' Engineer is: ... TeleQhone:..(_._ _ )o — -. Address: _ _ _ _ _ _ _._ _ 19.-Authorization for —the agent -signing for the applicant (if. other than._ the applicant.) .is indicated in a notarized letter from -the applicant dated The, letter is made a part -of this application. 20.. The applicantunderstands that alteration to this form -.(other than filling out -.the blank spaces provided in the•November,revision) makes this application-and,ap.proval—invalid. ;Use of both front and back is,required'with signature, blocks below on the back of 3`E'A`►CHED . THE APPLICANT OR .THE APPLICANT'S. AGENT: L.COND111 •SPECIAONS GCS SF N._(iF - O SIGNATURE: TYPED.OR PRINTED NAME.... :DATE' ... ado VICE PRESIDENT.. 0'/07 TYPED OR PRINTED .T.ITLE RECOMMENDED FOR THE DEPARTMENT OF TRANSPORTATION FOR APPROVAL'BY: . gel°•® o �v arx'imVVLl/ .cyn Ti�L. Li�tA[{1Y1G1Y{ V1. "ll{f{C1,7tlV1{"1"A11V�Y _Dii Is U g' Chrldhe N to- nc . I TIT: DISTRICT PERMITS ENGINEER` — — — to .be completed by -'the Department D-4.GU Revised March-, 2002 a ca' b Met zone: n1 Be)hlnd,an existing border,.. Work Areo 61 More than V behind. the -.curb. c Ivor more from the edge of travel way. GENERAL NOTES h If Ihe.work:operation fexchdino establishing and terminating - - - the work'aregl, requires that'hvo or more work vehicles . .. eras the offset zone 1n. any one oar hTraffic control will be .. .. .. .. .. In'accordance with Index No. 612. - - .. .. . 2 ko.sp '�a required rS 3. Th1s ndex so Iles -when work Is be/ng performed on mtiltllane'" - N1d1.d�hrghwcy_ 4: This ,1060a�f�o®a es to work performed in the, median ; beAlird an rler or more than {5' from the :edge of trove th roadways. Work performed in the medlge nd gorier shall be !n oxardanceND/TQN curbco CONDITIONS with I Whenwithin WHEREVEHICLE,-'% SYMBOLS 5. wort o �! r me cfs thesh�lgll� •ad 1 lono t Ito IroI devices placed. WORKERS AND' -THEIR. ACTIVITIES ARE .BEHIND AN EXISTING BARRIER, ®: Work Area with other Ilmb/e TCZ Indexes. ... ..� .. j fi. .' MORE "THAN 2' BEHIND THE CURB; ey Lone Ides/if1COJion � OlreclJoh of 'Traffic S. When 66tru lao 'cotivltles enerbach.oh. o sldew refer! ' to 1::dex No. 660. OR l5' OR MORE FROM THE EDGE y , - a t ' OF TRAVEL WAY. a 7, For geneiril T requfrem s and additional info lion, refer to Index No. . let tV �) 2008 FDOT Design Standards Shut No. TI01 i MULTI LANE. WORK OUTSIDE 6� �. • .SHOULDER aKA u vu4?47 r l a" 1J,���t1 j c•wti�'i1 i '#T "' �;� -�ie`4r . { �- r x . q� r v R trxb i as #': 3 ,+q • Z. � �! e�. • eq�nL htA si. L' en � � 4. t3" � . '+{ F L 0 R 1 0 A',.e ?. a y #. "�att ' ,: { �����' `\ eWy,'• . r 1 1t,- ne STATE OF FLORIDA ST. LUCIE CgUfYTX. . ROJECT VICINITY- �r � E ;�� 1 , t � 3•>" -ice �t�i�:S ,,� �'• f SEE 13E j cx �i YRh9r ft• Y'.'((`e � IIWtkA, —•._.. P 1 .,.d..,`—..-3 ✓'ffY' 1\ . � 4 rE' / .°Ora&Pakt. 4 �•'c. a, •1 �.i _�c�� WED e r's� 'ji,> t r�?tn 1f1G��iY�1.dr r „• sT. LUCIE COUNTY . N.T.S. Die' ZOOS a„ C i E i j �M^L.BA•t ;Y. Y `j n' Y i I MR. ��I^-'�-t p 7 • F St�i - 9 � --V�_kr�A'��� ��iLiAs40 1 - ��� ��1�\ \� rIt�CT �T, 4`9"V' ■ � 6 •flf a V Y ii slE" +.•� }j rid h"'r wkply;CAyy Bh.9 ,�'�Y'"00{""{ i •f, �� Nffi �`� Y ,� r ■'Y "y�It4al.ti"14 f . �• •,<, f �`i'As 7 —�,., yy '' . is,R �--'�c r t r., , t�`, at. 4 \ y fa' f� � J ; , °�,si �,-,,X.,. � rC. t �SW , _'iAS► � ! ..Y ,yKUtQ� �{ � '��`� . t �L�il.� .,"'ti $\""lter jku»� �.wiet wve:r9Y e u 4 ' t rc i +2i'?a�A [* `• ao r� 'S �A,`=- o ��... �{ •$°Kp��i �4y��'��'� I� ;fl^��j��'.� � �'�¢ ����L, �",�{t��iici* +��3i �*s'; � tjjj"a+ mac` a �. ar � �-�j ���'rii•a,.4` ' .. �d, d �- ''� \ gL1 a '� °3 f �y f`,1 �r�_ F � I�y, S .' . fn ;1. j J , Fir v, t t if IT" j }f 1 tt y' ., SWF •A g f tJ� r y `i �1 h' 4 ;� 11- tf� 1��•Yh .t Y i4 , tY� fit j+T'=r` t � t PROJECT . /. +. r 1 r e .A I -il ,•y\ 71 • 'h .dam .0 � - ,'�,$'lt Rtl. " ku ARM NM ' ' � ' - �.• �- e 5 n t� �6 JJ VICINITY MAP .s. a �. •'teaKimley-HOm. LOCATION :MAP . andAssa�iates -Inc:. Q 2007,KDAZY NOHN AND, ASSOCIATE% iNa .... GOLDEN `CORRAL. �'• 10521 W Kv CTR oe, sie t> eORr :qua FL >aez s+ectlotl 2;. Tow17ShIp 3T S,. Rang®40 E Ta (rn) s-3eoo 4UCIE COUNTY;. ROMA ww, L.MNLEY-11011RM • CA OOQ006QQ . .. R��, . : G�VM� Ex'� :.. Ore■D' fy .. -... - teeabe ■It . _ a SCYE: P[Q[CT DAl[:' � .. Kw► Luc;sd+ m soft »ss000: ,uNE sao� FIGURE 1 SPECIAL CONDITIONS :PERMIT NO.: 2008 K 490.0053; : State Section No. 94010` ❑ . During construction', highest:priority. should..bc�given insuring pedestrian safety. ..If permission is granted to temporarily close a sidewalk, it is.doneso with. the express condition .that it will be're-opened'as quickly as: possible. ❑ Please: be aware thata Portable Traffic Monitoring Site (PTMS) or a Telemetry Traffic Monitoring Site (TTMS) within the vicinity of your. proposed work. It is the responsibility of the permittee to locate . - -. -and avoid damage to the sesites.. If.;A PTMS, or. TTMS, is encountered during constructio I lbe.Planning and: Environmental Management Office;(PL&EM) must be'contoeted'immediately.at 954-777-4601. . ❑ The D.O.T. right-of-way cannot'be utilizedfor. ion -site -construction.. 0 'The D.O.T. roadway, sidewalk, etc. most not WAistuibed' until'the off site improvements shown on the permit are ready to be constructed. Tbis'construction should be eompleted'as'soon as. possible swas'to,mini nue. disruption within tbe.R/W. 0 Tbis? v ermit.is valid, poly for workproposed'withio the D;O:T, right of:.way Contact toschedule a.pre-construction conference. Certification acceptance and:final,approval is contingent .upon conformity of allwork doneaccording to.this permit..:. 0. maintenance 'of Traffic (MOT) lane closures,on,the state :roi d :system occurring dli ing peak bours :(7 00-9A AM Or, 4;00.6;00- PM)and/or lastinig overtwenty-four-boors must comply with the lane. closure ;analysis as outlined in the Plans Preparation. Manual, : Volume I, : Chapter 1012.7. All lane closures :occurring ,on ;an Interstate or limited access :facility; :regardless of time af',day .or. duration. must comply with . tLe lane closure. analysis in. the Plans reparation Manual, Volume t; Chapter 10.12.7.:. ❑ The permittee-shalkimplement best -management practices for erosiowand,pollution:control to.prevent violation -of state water quality standards. The'' . ittee. shall -be responsible. for the correction of:any, erosion; ...... +!. t. ... . shoaling, or water: quality: problems; that, result from thevonstruction:or operation ofthersurface:wat managementsysfem.•.. .. . ❑' A copy. of this permit and plan wiff l* on the ;lob, site:at. all. times duth the c r• u of, .` acili j . ❑. Permittee Is cautioned that utilities may be located wit s on;ar ❑ Vandi ' of this: ermit h contingent:u n ermittee obta in essa ern�its.from all other.a encies: ty p g :up p g rY P g evolved. ❑ Before beginning any work; the signal maintaining agency most be notified'to `establish the-1 wof any: i signal loops, wires, system communicatlons; etc. ❑ In the;event that a-Florida:Department of-Transportadon, (F.DOT) light 'pole.has to be:relocated, the pet Wi tet is required'to identifyand coordfnate'with,the:mainteining agency;prlor.to commencement of construction. Prior to Final Acceptance, F)QT and.the inawtaining agencyofthe tight pokwill be.required to sign off on the final inspection. Cl .. Give Speciafattentiou to MOT note.lostruct ng that the;loieal media shall be contacted _a week prior to any lane closures on the state road system if it will, occur during:'peak hours or over fhe span of more ,than one :day: Contact, Barbara Kelleher, FDOT. Public• Information Office at :954 777-4090. for guldauct� on: who to :contact: , . . Provide $ copy, of the press release o. .... .... .... . ... . Florida Department of. Transportation Public Informatiot Office 3400. West-Commiercial Blvd. Fort 1aaderdale,'Florida 33309: . Ustrict Permits 1.1/12/2008 .. ....... Florir)a Departrnentof 3usines^ )rofessi I Regulation MAY 28, 2008 OLAMA FRED P O BOX 574233 ORLANDO, FL 32857 Re: Division of Hotels and Restaurants Plan Review License Type: 2010 PERMANENT FOOD SERVICE Application No. 386790 File No. 22109.1 Log No. P4-08-1036 Dear Plan Review Applicant:. Charlie Crist, Governor Chuck Drago, Interim Secretary Congratulations on your decision to operate a restaurant in Florida! I have approved the public food service establishment plans for GOLDEN CORRAL BUFFET AND GRILL, US HIGHWAY 1, PORT ST LUCIE, FL 34952, as of May 28, 2008, with the following condition(s): 1. PROVIDE PROOF OF WATER AND SEWER CONNECTION TO THE INSPECTOR AT THE TIME OF THE LICENSING INSPECTION. 2. CONSUMER ADVISORY REQUIREF IF RAW OR UNDERCOOKED ANIMAL FOODS, SUCH AS STEAK AND EGGS, ARE OFFERED. 3. ALL DISPLAYED/EXPOSED.FOOD AND CLEAN DISHWARE MUST BE ADEQUATELY PROTECTED FROM CUSOTMER CONTAMINATION. 4. IF HANDWASHING VIOLATIONS ARE OBSERVED WTIHIN ANY FOOD PREPARATIO AN ADDITIONAL HANDSINK MAYBE REQUIRED'. Please have the above information or proof of compliance with th ondi - ns re t e inspector at your opening inspection. The conditions listed above are r ire, to as u . ernng inspection. Please include the file number listed above on any docu itt . Your p s are only approved as submitted to us -and with the above conditions.: Changes ! tional procedures may require additional equipment and certain changes may'require a ne pla, r view." If you decide to change the menu, equipment or operation, please notify us immediately. If you have not yet applied for your food service license, you should submit your Application for Food Service License and the correct fees to Tallahassee now. Once we process the application, we will contact you to schedule an opening inspection. If you are not ready to open at that time, you can call us later to set up the inspection. Please make sure to submit the completed application and fees early enough to receive your license by your planned opening date. You can get licensing information and forms online at www.MyFloridaL!cense.com/dbpr/hr. You can also call our Customer Contact Center at 850.487.1395 to have an application mailed to you. A license fee calculator located on our website can help you determine the.cost of your food service license. For faster processing, please attach a copy of this letter to the top of your completed license application along with a check or money order for the appropriate'license fee. Submit the packet to: Department of Business and Professional Regulation, Division of Hotels and Restaurants, 1940 N. Monroe Street, Tallahassee, FL 32399-0783. Before mailing,,please make sure you have completed the license application, paid the correct license fee and attached a copy of this letter to the top of your licensing packet. An incomplete or incorrect licensing packet will delay the licensing process. Phone: 850.487.1395 HURSTON BLDG., 400 WEST ROBINSON ST. www.MvFloddal-icense.com Fax: 407.317.7839 N: TOWER, SUITE 802 License Efficiently. Regulate Fairly. ORLANDO, FLORIDA 32801-1757 I Florida Department •. 30sines. Drofessi -al Regulation 9 CJhariie Crist, Governor Chuck Drago, Interim Secretary r Your plan approval is valid for one year from the date of this letter, so you must license the proposed establishment before then. If your plan approval expires after a year, you may have to complete the plan review process including fee payment again. If'you are no longer in charge of this project, please forward this letter to the correct person or company. For help with the license application process, or if you have any questions, please call our Customer Contact Center at 850.487.1395 between the hours of 8:00'a.m. and 6:00 p.m., Monday through Friday. Good luck with your enterprise! Si c I Kim Pleicones Plan Reviewer ENCLOSURE(S) Phone: 7.1395 HURSTON BLDG., 400 WEST ROBINSON ST. wwW.MvFloridaLicense.com I Fax: 407.317..317.7839 N. TOWER, SUITE 802 License Efficiently. Regulate Fairly. i ORLANDO, FLORIDA 32801-1757 i Business.. oFTNE Professional Regulafio;n Division of Hotels and Restaurants www.MyFlorida.com/dbpr/hr �oo'Wall FIXED PUBLIC FOOD SERVICE OPENING/LIGE.NS-ING INSPECTION CHECK -LIST Please read all documents that are returned to you when your plans are approved. The Plan Review Specification Worksheet and the approval letter will list all items that you. must complete before your establishment is ready for inspection and licensing. If you make any changes to the approved plans during fthe construction permitting process or during the build -out, you must immediately notify the` Plan Reviewer. If -you have alcohol beverage papers, they can be signed in the local district office once your plans are approved. Immediately after we received your plans, you were sent a letter advising you to mail your completed Application for Public Food Service License and correct license fee.to Tallahassee. If you have not already done so, please attach a copy of the plan approval letter and send in your license application and fee at this time. Your application for license and license fee must be processed before an inspection can be scheduled. When construction is complete and your establishment has received all approvals for a Certificate of Occupancy from the local municipality (if applicable), you, are ready for an inspection. If you have not already, been contacted by your inspector, call the Customer Contact Center at 850.487.1395 to request an "Opening Inspection". You will be asked for your name, contact phone number, establishment name and address, and the plan review file number. Please allow several working days response time for an inspector to call you, to set up an ap2oi e n all to schedule an opening inspection unless you are absolutely ready. If all require are plet your !inspection and licensing can proceed more quickly., Have the followin t t e o nspe Your copy of the division approved and stamped drawing (blu nn s cificatio rksheet Three -compartment sink, installed and working properly. Drain. �•ard' ded (or equivalent shelving installed). All hot and cold holding units working correctly'and provided with thermometers; stem thermometer, properly scaled (0 - 220°F) available to measure food temperature Portable and/or hood fire extinguishers. provided with a current, valid tag; properly sized/mounted. Dumpster/grease barrel located on a nonabsorbent surface; drain plugs installed; tight -fitting lids. LP-gas/natural gas tanks properly installed and protected (if appliccable); CO2 and helium tanks secured in place. Soap/paper towels/handwashing signs at handwash sinks; hot/cold water provided/functioning at all sinks. Consumer Advisory provided (serving raw/undercooked animal foods); oyster warning sign (serving raw shellfish) No bare hand contact with ready -to -eat food without an approved Alternative Operating Procedure. Backflow devices (vacuum breaker) installed on all threaded faucets; no utility lines installed horizontally on floor. Lights installed andfunctioning; light shields installed; no extension cords used. Chemical -test -kit-provided-(farmanual sanitizing or wiping cloth- contain ers:);-ifapplioable---.-- - .... All floors, walls and ceilings smooth, nonabsorbent and easily cleanable; weather stripping installed (as necessary) around exterior doors; all raw wood sealed Exterior/restroom doors self -closing; covered waste container in women's restroom Choking poster/information provided in area visible to employees; current copy of Chapter 509, Florida Statutes, available DBPR Form HR 5024-017 www.MyFlorida.com/dbpr/hr 2007 July07 o�Tn PaldaDeparmWff i._... �_._._. ;_. r__. AAA,, r Busines />> INDUSTRY BULLETIN ---�- -s�- _ Professi0aI c `� DAC, ' k I Regulation for Florida's Food'industry r.+."w,a.�,.agrrw4.,mw..K.m„o,. s �" ' �. �I SUBJECT: BOIL WATER NOTICE GUIDELINES October 18, 2007 BOIL WATER NOTICE, By Authority of Section 381.006 and 403.855-857, Florida Statutes These procedures must be observed while a "BOIL WATER NOTICE" is in effect: TAP WATER ♦ Do not serve water from faucets until local health authorities advise the water is safe for consumption. Use only bottled water ,from an approved source and/or boiled tap water. Boil water at a rolling boil for one minute to kill -infectious organisms. • An alternative method for areas without power is to mix 8 drops (1/8 teaspoon) of unscented household bleach per gallon of water and allow to stand for 30 minutes. If the water is cloudy in appearance, add 16 drops (114 teaspoon) and let stand for 30 minutes. (Water will not be toxic, but may have a chlorine odor and taste.) Note: Using bleach will not kill parasites that may be present, however boiling will kill parasites. ICE, ICE -MAKING, BEVERAGE & WATER VENDING ♦' Ice bagged or made prior to the issuance of the boil water notice may be used. ♦ Ice produced in ice machines after the issuance of a boil water notice must be discarded and machines not restarted until the water supply is deemed safe by local health authority. Sanitize the interior of the ice machine, ice trays and built-in ice -makers with two teaspoons (100+ ppm) of household bleach' in one gallon of water prior to restarting the ice machine or ice -maker. ♦ Disconnect or turn off water vending machines, drinking fountains, misters, ice -making units and soda machines to prevent their use. ♦ Filters in water lines should be replaced if the water'supplier detected bacteria in the water samples or if debris accumulation is observed in the filter(s). Information regarding the presence of bacteria will be provided by your water supplier or through the news media. HANDWASHING ♦ Do not use tap water for handwashing. Use only bottled water from an approved source and/or boiled (and safely cooled) tap water. After proper handwashing, use a sanitizing solution on the hands. This may be accomplished by using a is hand sanitizing lotion that requires no rinse or a chlorinebleach solution of two teaspoons of household e a of water. Single -use gloves may be used to provide additional protection after proper handwashi ♦ No bare hand contact with ready -to -eat food is allowed while boil water notice is in COOKING & CLEANING ♦ Food equipment, utensils and food -contact surfaces that must be cleat t fit into a three -compartment sink), may be cleaned with steam with no additives, a sanitizing mix of bottleoi' ater and bleach (50-100 ppm) or other approved sanitizing solution. ♦ Do not use tap water for food processing or food preparation until the "BOIL WATER NOTICE" is lifted by local authorities. Use only bottled water from an approved source and/or boiled tap water for these purposes. DISHWASHINGMAREWASHING ♦ Manually wash, rinse and sanitize dishes, food equipment and utensils with bottled•water from an approved source and/or boiled tap water utilizing a three -compartment sink in the approved manner. Use single -service articles when possible. ♦ Mechanical dishwashers may be used only. to remove food residue and debris, if followed by a manual wash, rinse and sanitization as described above. RESCINDING THE BOIL WATER NOTICE ♦ You will be advised by the local Health Department directly or through the news media when a "BOIL WATER NOTICE" has been rescinded (lifted). AFTER the "BOIL WATER NPTICE" is lifted, allow water to run for five minutes at each tap to flush the lines with safe water. Remember to include misters, drinking fountains, ice makers (discard the first binful), soda machines, etc., when flushing the lines. If you require further information, please contact your local water supplier. If you have questions about the BOIL WATER NOTICE Guidelines, please contact your licensing agency. Florida Department of Agriculture and Consumer Services: 850.245.5520 Florida Department of Business and Professional Regulation: 850.487.1395 Florida Department of Health: Local County Health Department Charlie Crist, Governor www.doacs.state.fl.us/fs www.MyFloridaLicense.com/dbpr/hr/ www.doh.state.fl.us Florida DepartmentRf Busines �l)) . Division of Hotels and Restaurants Professi had ' • Regulationwww•MyFloridaL:icense.com/dbpr/hr LOG NUMBER FILE NUMBER PLAN REVIEW SPECIFICATION WORKSHEET Establishment must meet all standards of Chapter 509, Part I, Florida Statutes, and Chapter 61C-4, Florida Administrative Code Establishment Name: (`� �: )t^'Ic j^3 Review Type Current License Number: ew/Conversion Previous License Number, License Agency and/or Name (if applicable): . ❑ Remodel ❑ Closed at least one year Licensing Agency: ❑ Department of Agriculture and Consumer Services ❑ Department of Health ❑ Division of Hotels & Restaurants WORKSHEET CODE KEY: S = Satisfactory NA,= Not applicable E = Existing U = Unsatisfactory — a plan cannot be approved with an item marked in this manner C = Caution — item is operationally based or cannot be determined by review and will be verified during onsite inspection Construction Finishes Floor Wall Cove Base Ceiling Food Preparation t i'I' I,i �-j� Food Storage ° Dishwash Area ' �- Restrooms 6, or Dry Storage V .• - to ' a, . - Bar %V / -i f`J ; Finishes in areas of moisture must be smooth, nonabsorbent and easily cleanable. No stuas, joists or ranters may oe exposed in areas of moisture. Curved and sealed cove bases are required at floor/wall junctures. .Sinks and Wairewashitig � Washing, rising and sanitizing acilities provided — 3-compartme ❑ comp men Location(s): QKitchen ❑ Bar Dishwash area ❑ Ot Y 11 4 5 Mechanical washing, rinsing and sanitizing facilities prove i ma i /glass Sher 6 Dishmachine sanitizing method -%R Chemical ❑ Hot Final Rinsll 7 Drainboards or equivalent provided at each end of dishwashing facilities 8 Hand sink(s) provided/accessible in food prep and food dispensing area(s) 9 Hand sink provided/accessible in dishwashing area(s) 10 Total number of hand wash sinks shown 11 Food prep sink(s) _�&1-compartment 2-compartment ❑ 3-compartment Number shown: 12 Comments: DBPR Form HR 5021-011 Page 1 of 3 Revised 2008 April 7 Equ'llpment and Storage 21 I 17ce machine installed in protected area 777 22 1 1 Displayed/exposed food protected 23 I&V Running water dipper well installed for bulk ice cream service 24 (r' Equipment to maintain proper food temperatures - cold holding 25 ' Equipment to maintain proper food temperatures - hot holding 26 Laundry facilities protected 2T Dry storage area designated 28 . ; Maintenance and cleaning equipment storage area designated 29 Employee personal article storage designated plLimbing and Restrooms 30 ,S- Mop/service sink; can wash - shown Location(s): g / 31 Water heating device I Location: {, i~ ► i-ui 26M,-) DBPR Form HR 5021-011 Page 2 of 3 Revised 2008 April 7 46 1 Seating capacity per plan: `Inside seating . El Outside seating `RTotal: , 47 ❑ Plans approved without provisos Plans .approved with noted provisos ❑ Plans denied 48 1 Provisos/Comments noted from review: / i n A{ C, 10 n)19 _ r • 1 � �o �,- C ? w- r W 22 14j 2 r 1�►_Mway.A�r.qu_7tWMP_S �.CL�i�S/J/L+M=05fi11K-SlAOLM� 171 r _ i • • r ill ..� 1 r Water The following general provisos apply to all public food service establishments. ALL ITEMS WILL BE VERIFIED BY AN INSPECTOR AT THE TIME OF INSPECTION. 49 Hot and cold water supplied to all.sinks where required (e.g., three -compartment, handwash, mop/service sinks) 50 Light fixtures required to be shielded, coated or covered where food is stored, prepared, displayed or where food or single -service items are open/exposed. 51 Illumination — 50 foot-candles in food preparation areas 52 Illumination — 20 foot-candles in self-service areas, inside reach -in or under -counter refrigerators, handwashing and warewashing areas, equipment and utensil storage, toilet rooms 53 Illumination —10 foot-candles in walk-in refrigeratorsand freezers, dry food storage areas 54 OperationEquipment Installation,aind No mesh filters in hood with automatic fire suppressions stems installed 55 Local exhaust ventilation installed at or over all cooking units.which release appreciable quantities of steam, grease laden vapors or smoke. 56 Restrooms ventilated or provided with windows 57 Restroom doors self -closing or constructed to insure:privac ; stalls constructed to insure privacy- 58 Equipment properly drained to sewer. 59 Waste container, grease receptacle, compactor, recycle bins on nonabsorbent surfaces. 60 Mop/service sink/can wash/compactor area drained to sanitary sewer. 61 Dish machines must have a visual sanitizer delivery system or must in rate aP audi m signal if the detergents and sanitizers are not delivered to the propn • 62 Faucets with hose fittings and hose bibs protected by back _ v e 63 Back siphonage/backfiow protection if no air gap/break 64 Refrigeration waste piping discharges indirect) into floor drain or other approved receptor 65 Doors to exterior self -closing unless emergency exit. 66 All gas appliances shall have a nationally recognized testing laboratory seal such as AGA or UL 67 Class K portable fire extinguisher required if producing; grease laden vapors 68 Automatic sprinkler and f e alarms stems required for occupancies greater than 300 �--_ Date: 'd a Plans Released on (date): ❑ Mailed/shipped/scanned to responsible agent/contact person (circle method returned) ❑ Plans picked up by: Signature: DBPR Form HR 5021-011 Page 3 of 3 Revised 2008 April 7 DB,PR HR-7005 — Division of Hotels and Restaurants Application for Plana Review STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION Call.Center@dbpr.state.fl.Lis 850.487.1395 For Office Use Only Log 04 Number. .� I� www,MvFloridaLicense.com/dbpr/hr "`)/%" File -,� �Q Numbe�1U/ NOTE — Please submit completed application with plans, plan review fee and su ortin documents in Section 6. SECTION 1 . 01=FICE:':USE ONLY Date Received Initials $150 Plan Review Fee Mofth lay Yeary Check # n , j ,, / Monet/ Order # SECTION 2 Ty PE:OF.F00®'SERVICE.:ESTABL[SHMENT Please check the box that best describes your establishment. Please check only one box. Seating (2010/SEAT) ❑ Non -seating (2010/NOST) ❑ Catering Only (2013) SECTION 3 PLAN REi/tEW TYPE Please check the box that best describes your establishment. Please check only one box. Newly Built Reopen Food Service Establishment, El Food Remodeling of Existing Establishment ❑ Closed at Least 1 Year * Food Service Establishment* Have you recently become the owner of this business? * ❑ Yes No If the Division of Hotels and Restaurants has licensed this business location before, please provide the following information *. * Name of Business Under Previous Owner * License Number sting or0ate6ng an Retnew; Owner Name (please check one: ❑ Corporation ❑ Partnership G Contact Name (name of person to contact if there are any questions abo t pl view, erent than the owner) Street Address or Post Office Box city kev`cki, Y State Zip Code (+4 optional) Florida County (if applicable) Country Phone Number (include area code) Extension E-Mail Address Fax Number (Alternate) Extension "u`7 3 1-L+4 k�"7 3'8z- 0y7 `SECTION $ ESTABLISHMENT LOCAYION-INFORMATIONoo Establishment Name (DBA) �o ck P. V\ et/ . c "i a vJ Street Address (A6 1 (sec. 1). ,Twv\&h p..3 73. gavxq t L406 city i Co +4 op tonal) Florida County Phone Number (include area code) Extension E-Mail Address SECTION 6.—SUPPORT-ING;DOCUMENTS L.Pkase attach the following documents: Minimum of three (3) sets of scaled plans showing all kitchen oposed Menu (list ofspecific foods) equipment, plumbing fixtures, bars, storage areas, etc. We will oof of Approved Water and Sewerkeep two (2) sets for our records. You may submit as many sets uipment Specifications (if available) of plans that you need stamped for local authorities. DBI?R'HR-7005 -• Division of Hotels and Restaurants Application for Plan Review SECTION 7 - GENERAL INFORMATION Number of Seats ' . Maximum Number of �� Staff per Shift -1 Total Square Footage of the Establishment f 2 5 Number of Exits CG Projected Start Date of Construction U, I G Q Projected Completion Date of Construction i r / 0 g - Approved plans are valid for one (1) year. ;Extensions must be requestedin writing prior to expiration. _;.. SECTION:8 - FINISH SCHEOULE..: Please indicate the type of material used in the following areas e.., quarry tile, FRP, stainless steel etc.). Coristruction finishes must be smooth;.easil � :`cleanable and nonabsortient: Floor. !Nall Cove Base Coiling Food Preparation ( v,c.�tt��t.Q I �tD, I-k'Qfr` i vi,^ Ps ;AC Food Storage iGv.tstt T� i R r� t� ► P f; Dishwashing Area J Restrooms .[u f`. -Tile wall q •er ' +i 12 Dry Storage - Y. o r- _ (Oct Ll IQ Bar (,j I No studs, joists or rafters may be exposed in areas of moisture. Where wall meets floor must be curved and sealed. SECTION'S; DISHVIiASIING FACILITIES. SHOW ON PLANS ❑ Manual (3-compartment sink with drainboards or equivalent shelving) O'Mechan.ical (Dishmachine/Glass washer) . Sanitization Method: ❑ Chemical Meat (Hot Final Rinse) Any dishmachine installed after January 1, 1998 must be equipped to indicate by sight or sound when you need to add detergent and/or chemical sanitizer to the machine. SECTION 10 OTHER. FACILITIES =BELOW ON'PLANS Number of Bathrooms Male / .2,c 3,r Female') Unisex Employee Only one (1) bathroom is required if the facility has 0-10 seats. Customer may not go through fo lion, food storage or dishwashing areas to reach the bathrooms . Number of h'andwash sinks j Number of prep sinks 5 Mop sink lzvuftt.,y " ;wl SEC'fION.'I1 :: FIRE Sl4FETY;;EQ _ EN - Show location of fire extinguishers on plans. Nftlov Types and number of each fire extinguish Minimum 2A10BC 10 # Q C ss Automatic hood suppression system to be installed [�'S'ES NO Required when grease -laden vapors or smoke are produced. Sprinkler system to be installed AYES ❑ NO Required if occupancy is 300 or more. o�pvxrsrt CITY OF PORT ST., LUCIE UTILITY SYSTEMS DEPARTMENT 900 SE Ooden Lane Port St Lucie, FL 34983 (772) 873-6400 — TDD Accessible F[ORIV (772) 873-6405 -= FAX Jesus A. Merejo, Director April 16, 2008. Kim Pleicones Senior Sanitation & Safety Specialist Department of Business & Professional Regulations Division of Hotels & Restaurants 400 West Robinson Ave., Suite 802 Orlando, FL 32802 RE: Golden Corral Dear Pleicones, This is to advise that the Cite of Port St, Lucie Utility Systems Department has re c ' d e provide water and wastewater utility service to the following location: Golden Corral 10753 S. US Hwy. i Port St. Lucie, FL 34952 . 00 Water and wastewater utility service is available at this location. Approval" for connection to these utilities is incumbent upon the applicant providing satisfactory documentation that the requirements for connection to the Utility's water and wastewater systems have been met. Should you have any questions or require additional information, please contact me at (772) 873-6400. Sincerely, L Lisa Campbell, Commercial Development Manager File.# 5063 N,fenu /Nu,tritional_Info Golden Guest Club Just for Kids Franchise Info Real Estate & Investment Gift Certificates Career Ormommities About Us Contact Us Home Restaurant Locator m ! a ^ %Mr rtiri�` E veTyorte Besse,%,res a poop me-aj.'. Hot.B_uffet Cold Buff et Soup_&,Potato Brass $el_l Bar Bal eryO Baked Potato(small, plain) Broccoli Cheese with Florets Chicken Gumbo Chicken Noodle Clam Chowder. Potato With Bacon Sweet Potato (SmaID. Timberline Chili Vegetable Beef 6tp� Baked Potato SLInrise Breakfast Buffetitt Search Site CONTACT US I CAREER OPPORTUNITIES I OPERATING PARTNERS PROGRAM � PRIVACY POLICY I FAQ 0 2006 Golden Corral. All Rights Reserved. CO littp:/,'goldencorral.net/tnetlu/soup.a.sp 9/1/2006 Men /_Natri.tional,Info Golden Guest Club Just for Kids Franchise Info Real -Estate & Investment Gift Certificates Career Di-ortunities About Us Contact Us I_ I;gni e .., Restaurant Locator .. .. _. . �-•;`' ^sue., .3'`veryG4' e deserve; a clood meal, - 1-lot_Buffet Cold BuffetSoup & Potato Brass Bell Bar Bakery Chicken & Pastry Noodles Maslied Pc Chicken Breast Filiet. Marinated Chicken Tenders Country Fried Steak.:<: Creamy Chicken & Pasta" t Fresh Fried Chicken Vegetables (Leg/Th.i gli). Grilled Pork Chou or Loin Slices Grilled Pork Chops with , r ) Ham (Pit Style, -Smoked) Macaroni & Beef Macaroni & Cheese Mashed Potatoes(Scratch) bleat] oaf Pizza Pork Roast Pork Steaks Potato Casserole Poultry Gravy Roast Beef koasted Herb Port: Chop Rotisserie Chicken {B rea.st/W i ng) Sirloin Steak Spaghetti Pasta Spaghetti Sauce Steak -burgers Tamales. Beef - •'u- - -- - Sunrise Breakfast BuLet(RD htti)://goldencorral.net/menu/liot.asp 9/1/2006 I Vy Vl1U .. VvIl-A -1- Tortillas Turlce ,v/ Wing White Rice Seafood Battered Pollock .Fish Fillet Brea.ded.Buttertlied Sluimp Breaded Jumbo Shrimp Breaded Shrimp Cajun Style Fish Fillet Caiun Whitefish Cracker Crumb Fish .Fillet Hot Steamed Shrimp Kentucky Style Fish Fillet Salmon Fillet Carved Salmon Steals, with Lemon Herb Butter Sauce Steamed Whitefish Vegetables Asian Beans Black-eyed Peas Brussels Sprout s. Cheese Sairce_ Cheddar Collard Greens Corn -on -the -Cob Creamed Corn Creamed Spinach Cut Corn Escalloped Apples Fresh Steamed Broccoli Fresh Steamed Cabbage Fresh Steamed Carrots Fresh Steamed Caulifla r' Fresh Vegetable Trio °w Glazed Sesame Carrots Green & Yellow Beans Green Beans Green Peas Northern Beans ` Pinto Beans Ranch Style BBO Beans Southern Style Cabbage Spinach 5-quash Medley Steamed Zucchini Turnip Greens Yams & :fipples Search Site CONITACT US I CAREER O PORT UNITIES QPERA_TTNG PARTNERS PROGRAM PRIVACY: POLICY P 2006 Golden Corral. All IUghts Reserved. llttp://` oldencorral.net/menu/hot.asp 9%1 /2006 -Menu. / Nutriti0»al,Info Golden Guest Club Just for Kids Franchise Info Real Estate & Investment Gift Certificates Career- 0 ortu«ities About Us Contact Us . Home �.�_�.�� Restaurant Locator Search Site Tt •1 M� ttl h� N. m ifi a+M lai '*ve you dose ve- a 9V rid meal, ` Hot_Buffet Cold_ Buffet Soup&: Potato Brass Bell Bar Baker LU d 2 L. - ,LL. L: Cajun Potato Sa.lad Carrot & Raisin Salad Chicken Salad Coleslaw Macaroni Salad Marinated Mushroom Marinated Vegetables Seafood Salad Sliced Yellow Peaches Tuna Salad Coudinients Cocktail Sauce IIoney Butter (indiy.cup). Tartar Sauce Salad Bar Meats Turkey - Dark. Julienne Turkey - White, Julienne s -3 Cold Choice Sunrise Breakfast Buffet@ Salad Dressingago . Blue Cheese'Dressinr; Creamy Caesar Dressing Diion Honey .Mustard Dres ` 1i Fat Free Blue Cheese Dressing Fat Free Ranch Dressing Fat Free Red French Dressing Fat Free Thousand Island Dressing French Dressing Hot Bacon Dressing . Lite Olive Oil Vinaigrette Poppy Seed Dressing Ranch Dressing Red French Dressin- Sesami Oriental DressingI Thousand Island Dressing CONT.%CT US I CAREER OPPORTUNITIES I Qe:ER.ATING_PARTNERS PROGRAA-1 � PRIv,aCY" POLICY I FAQ' http://col deiicoi`i-al . net/menu/col d.asp 9/ 1 /2006 Menu / Nutritional..Info Golden Guest Club_ Just for Kids Franchise Info Real Estate & Investinent Gift Certificates Career Opportunities About Us Contact Us Hom.e Restaurant Locator dare •' fy + 11 L. .... .. � Y e'�il 1 �ii Iai li.4f � `li Everyone deserves a ?cod me a,'. ' Hot Buffet Cold BLIfetSOup Potato ' Brass_ Bell Bar Bakervit' ,ple Pie Banana Pudding=r Bread Pudding }: Brownies 4 Carrot Cake _ Cherry Pie Chocolate Chess Pie Chocolate Chip Cookies Chocolate White Chip Cookies Cinn-a-Gold Rolls(& - Coconut Key Lime Cheesecake Shadow Cake Oatmeal Raisin Cookies Peanut Butter with Nuts Cookies �. Sunrise Breakfast Buff2t'�� afar rMY Fresh Baled Yeast Rolls Chocolate Chip Coc Breads/Muffins Corn .Muffins Banana Puddii>> Kaiser Rol '1 s Skillet Cornbread Yeast Rolls (without butter) Ice Cream/Toppings Caramel Top�in3 Chocolate Soft Serve Chocolate Syrup Hot Fudge Top ail na Sherbet Strawberry Topping Turtle Coatlna Vanilla Soft Serve No Sugar Added/Sugar Free Blueberry Pie Cheesecake Chocolate Chocolate Chip Cookies . Oatmeal Bar_ Red Gel ati n Sugar Free Strawben. Cake, Vanilla Cake SUC ar Free Strawbei Cak http://goidencorral.riet/menuMesser .asp 9/1/2006 .itticnu / Nutritional Info Golden Guest Club Just for kids Franclii se Info Real Estate &_In_estment Gift Certificates Career Opportunities About Us Contact Us 'dome Restaurant Locator Everyone desef,vas a good meal. - Hot Buffet Cold BtiffetSoul).c .Potato Brass Bell Bar .. _ �.<i...1 i. [. .i. �.,..t. is t•-•--- - -- --- — - — Bacon Bacon and Cheese Quiche 'Blueberfy and/or Chocolate Chip Pancakes Corned Beef Hash Creamed Chipped Beef Eggs Scrambled French Toast Golden Waffles Hash Brown Casserole Hash Browns Omelettes Plain Pancakes Sausage Gravy_ Sausage Links Sausage Patties Spinach Quiche Split Smoked Sausage Texas Toast Pancakes Omelettes �Llllri se_I3rea Icf=j st Buf'FeKK-% 17 Cin-a-Gold@ Rolls French Toast Juice Apple Juice Orange Juice Orange -Guava -Passion Fruit '.41 purNcipating locutions Search Site CONTACT US I CAREER OPPORTUNITIES OPERATING PARTNERS PROGRAM PRIVACY POLICY I FAO © 2006 Golden Corral. All Rights Reserved. littp://goIdencorral.net/inenu/1)reakfa.st.asp 9/1/2006 May 21, 2008 c Kim Pleicones --� Division of Hotels &Restaurants 400 W. Robinson St. : }� Ste. 802 Hurston Bldg., North Tower =� Orlando, FL 32801 - 0 Re: Golden Corral — Log # P4-08-1036 C' 10753 S. US Hwy 1, St. Lucie County, FL ' Dear Ms. Pleicones: We are in receipt of your plan review comments dated May 1, 2008 and respond as follows: 1. The dishmachine area must have an easily accessible handsink. The handsink by the ice machine could be relocated to this area. Response: We have added a handsink on the right wall of the dishwash area. Please see enclosed sheet BD1. 2. A handsink is needed for the hot bar grill. station area. Centrally locating near #26c would be easily accessible for both the grill area and the rotisserie area. Response: We have added a handsink at the back of the hot bar area, so that it is facing the hot bar and equipment #26c. Please see sheet BD2.. As you know, St. Lucie County will require a notification of approval from your office when we submit our building plans to them. Any approved set of plans or approval letter could be sent back to our office with the self-addressed shipping label that was included in our origi submittal. Please let me know if you need any other information. Sincerely, Joanne Williams Project Coordinator cc: Fred Olama 2805 Meridian Parkway, Durham, NC 27713 (919) 544-0087 Fax (919) 544-9399 L9J 1 gwidl 11, $lot -1 liffill4a il Fm 121b AE30VE c a) (jk i 4a 1 1 iikc (DOUBLE) 1 1 TURF 7 -------- I aD I '106 "M'' E51 "M 17-il Project: 05125 GOLDEN CORRAL Location: BD-2 � s US HWY 1 architecture eagiaeerirsg Descripiton: PORT ST. LUCIE, FL HEALTH DEPT. COMMENTS 2805 Meridian Parkway, Durham, N.C. 27713 Date: HANDSINK REVISION phone: 919.544.0087 fax: 919.544.9399 5/21/08 m ABOVE 41a � 41 i L •---------- 41b ABOVE ON ROOF. FIRE SUPPRESSION SYSTEM FOR HOOD 121c - SEE SHT. Mt 40 38 SWITCH 108 BANK t SPRA PRE -RINSE SPRAYER- 48" 90 ;I 79a `- 80 B _ STANDPIPE FOR 89b SPRINKLER SYSTEM AS REQ'D BY , LOCAL CODE. 0 BACKFLOW 8, PREVENTER 9618 P UTILITY RM. . 129 ' MIXING VALVE 89c ASSEMBLY 1JNI .) 93 I 95b CD 95a -. -----1 1-2-4-• �' I 57a IIII. 74a o� V O iMEMO i Eiiiii;iiieiiiiii::ii:ii iii:iiiiiiiis �iii:iiiiFii:iFiii: . Sheet ro 'ect: No. 05125 GOLDEN CORRAL B-D Location: Y--,M HT Ass ®c :L at_e s US HWY1 Descripiton: architecture ersgirieeriag PORT ST. LUCIE, FL HEALTH DEPT, COMMENTS Date; HANDSINK REVISION > 2805 Meridian Parkway, Durham, N.C. 27713 5/21/08 phone: 919.544.0087 fax: 919.544.9399 star . L—J L- 125 Now LMHT ASSOCIATES architecture engineering April 22, 2009 Ed DeGennaro St. Lucie County Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Re: Golden Corral, Permit #0811-0084 10753 US HWY 1, Port St. Lucie, FL 25633 Dear Mr. DeGennaro: We are in receipt of the plan review comments for the above project, and respond as follows: 3 Comment Need all subs and sub summary. Response It is our understanding that this is in the process of being provided by the General Contractor 5 Comment No seals on energy calcs and typed names not signatures. Needs three total only has one. Response Three sets of calcs are enclosed. These have typed names, signatures, and original seals. Please advise if this is not what the comment above is referring to. 2 Comment Provide three copies of manufacturers truss and tji placement drawings. Reviewed and approved by engineer of record. Response Three sets of truss and ji drawings, reviewed and approved by the eng' lo rd are enclosed. moo. 4 Comment Provide three signed and sealed copies of St. Lucie CoukUin;11 ,,}hw affidavit for all cladding components, windowoors,idMg, shutters (all products listed on exterior finish sch I Rqfseu Response See attached revised affidavits. 7 Comment Show roof component and cladding mplying with FBC Chapter 16. Response We have added a note on our Roof Shingle specifications (Section 07310) sheet SP3 to be fastened with 6 nails per shingle. 11 Comment Provide manufacturers installation drawings, including attachment method for cementitious roof deck panels, reviewed and approved by engineer of record. Three copiess — span is 72" Response Per technical bulletin cementitious roof deck panels will be fastened with (4) screws into each LVL (0'0' o.c.). See spec Section 03500 on sheet SP2. The reviewed Tectum submittal has been revised on the last page to show the 72" span. 2805 Meridian Parkway • Durham, NC 27713 • ph: 919 544 7251 • fax: 919 544 9399 - LMHT ASSOCIATES architecture engineering 15 Comment Provide roof system design for single ply roofing over light weight concrete, including engineering,if necessary, per FL approval #1259 and manufacturer's installation details. Response Please note that the product to be installed has been changed to GAF Everguard TPO Single Ply Roofing System Over Wood Decks, NOA No.: 08-0514.05. Please see attached Notice of Acceptance for this product, and please see attached "Enhanced Uplift Pressure" calculations in this letter per General Limitation note 7 indicating compliance with Roofing Application Standard RAS 117 for the perimeter and corner areas of the roof to receive the membrane roofing. Also please see attached additional sheet R2 indicating the roofing membrane pattern and fastener pattern to be used. "Enhanced Uplift Pressure" calculations in this letter per General Limitation note 7 indicating compliance with Roofing Application Standard RAS 117 for the perimeter and corner areas of the roof to receive the membrane roofing. Uplift Pressures from wind loading (sheet S1): Field Area: -31.4 psf Perimeter Area:-51.7 psf Corner Areas: -77.7 psf Membrane System Characteristics: Width — 5'-0" Fasteners spaced 6" o.c. 5" wide side lap Max. Design Pressure = -45 psf Determine s.f. per fastener: Net Width (ft) = (60") — (5") / 12 = 4.583' Net Length to make one square (100 ft2) Net Length = (100 ft2) J (4.583') = 21.82' Determine total fasteners per square: (1 fastener)/6" x (12"/ft) x (21.82'/row) x (1 row / square) =103.0 Ibf Determine anchor / base fastener spacing (FS) to meet the design pressures in the elevated pressure zones of the roof: FS = (fy x 144) / (P x RS) FS = fastener spacing (in) Fy = fastener value (plf) P = design pressure (psf) RS = row spacing (in) bD CZ a. 2805 Meridian Parkway - Durham, NC 27713 - ph: 919 544 7251 • fax: 919 544 9399 - LMHT ASSOCIATES architecture engineering For % size membrane sheets: Perimeter Area: FS = (103 plf x 144in2 / ft) / (51.7 psf x 30") = 9.56" Corner Areas: FS = (103 plf x 144in2 / ft) / (77.7 psf x 30") = 6.36" HVHZ perimeter: use 6" use 6" End Zone width =10% of least horizontal dimension or 0.4 x height, whichever is smaller, but not less than 4% of least horizontal dimension, or 3' 0.1 x 67.5' = 6.75' Controls 0.4x19.1'=7.6' 0.4 x 67.5'— 27' Therefore, provide 6" spacing of fasteners for all seams, with (3) half strips of membrane at roof perimeter. 16 Comment Provide attachment details for Owens Corning shingles, FL #3 cem ious r f deck and manufacturers installation requirements. atache techni b i , rom Tectum does not recommend shingle attachNTeltf t ct roo deck. Response Per our phone conversation with you (wit 16OSBasthetop surface) will be used, as stated on she , shall be attached with (6) nails per shingle per manufacturer's require nts 22. Comment Change of window and door manufacturer to Phillips should be made out to St. Lucie County not to the City of Port St. Lucie. Response Please see 3 copies of revised Affidavit. Please give our office a call with any questions. S' erely, Lee Mehler, AIA Principal m co a 2805 Meridian Parkway • Durham, NC 27713 • ph: 919 544 7251 • fax: 919 544 9399 - PAN -FAWN on ad LMHT ASSOCIATES architecture engineering 4-28-09 Ed DeGennaro St. Lucie County Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Re: Golden Corral, Permit #0811-0084 10753 US HWY 1, Port St. Lucie, FL 25633 Dear Mr. DeGennaro: We are in receipt of the Zoning plan review comments for owner, and respond as follows: 1 Comment You need to provide 3 sealed landscape plans. Response Please see the 3 sealed landscape plans enclosed. 2 Comment You need to provide the sub summary and sub agreements for electrical, Plumbing, mechanical, gas and roof. The sub agreements have to have original signatures. Response The General Contractor is in the process of ob6ed. his. 3 Comment You need to provide 3 sealed boundary survey Response Please see the 3 sealed boundary sure encl 5 CommentYou need to provide a cop pr FDOT permit. Response This was supplied in the pre s ittal. 6 Comment Is the 8' wood fence showing on the site plan an existing fence or a proposed fence. If proposed you are required to pull a separate permit. Response A separate permit will be obtained by the contractor for the proposed fence. 7 Comment You need to apply for a vegetation removal permit. Response The vegetation removal permit was filed with STLCO on Dec. 5, 2008. Kimley- Horn received an email with comments from ERD and responded to those comments on March 4, 2009. 8 Comment See conditions of the GM order 08-007: You need to submit the Florida Dept. of environmental protection, national pollutant discharge and elimination system compliance notice together with the constructible plans to our engineering department. cu on m a. 2805 Meridian Parkway - Durham, NC 27713 a ph: 919 544 7251 • fax: 919 544 9399 L PA.d MM W— ® WW W Mik LICA LMHT ASSOCIATES architecture engineering Response The GC will be required to submit the FDEP NPDES Notice of Intent prior to construction and Kimley-Horn Associates will prepare a set of Construction Documents for the General Contractor to accompany that application. Please give our office a call with any questions. 6ez Lee Mehler, AIA Principal Q�l a> W ca a. 2805 Meridian Parkway - Durham, NC 27713 - ph: 919 544 7251 - fax: 919 544 9399 1/12/2009=nergyGauge Summit v3.10 incorporating Florida Energy Code Version - FLA/COM 2004 v2.E Compliance Summary Component Design Criteria Result Gross Energy Use 25,488.5 32,588.3 PASSES LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? PASSES None Entered PASSES None Entered PASSES PASSES Yes/No/NA IMPORTANT NOTE: An input report of this design building must be submitted along with this Compliance Report. 1/12/2009=nergyGauge Summit v3.10 incorporating Florida Energy Code Version - FLA/COM 2004 v2.: 2 CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: LA W- ( Building Official: Date: 1 - � 2--OR Date: I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Date: 4,J4o If Required by Florida law, I hereby certify (*) that the system design is in compliance with the FLorida Energy Efficiency Code Architect: LEE MEHLER Reg No: Electrical Designer: ALAN CA Reg No: 57 (D ,5 9 Lighting Designer: ALAN CAV4gt,�_<��. Reg No: S (9 0 Mechanical Designer: N. RAY THORNTON Reg No: 5d 3 g 3 Plumbing Designer: RAY THORNTON Reg No: (*) Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. ;AF 1/12/2009 _nergyGauge Summit v3.10 incorporating Florida Energy Code Version - FLA/COM 2004 v2.1 3 IC. t • ,I Project: 05125 Title: GC11M7.1LH PORT ST. LUCIE Type: Dining: Family (WEA File: DAYTONABEACH.TMY) Building End Uses Design Reference Total 78.66 100.00 $25,488 $32,588 ELECTRICITY(MBtulk 74.35 95.66 Whl$) 504848 649500 $24,990 $32,085 AREA LIGHTS 5.48 8.74 37220 59359 $1,842 $2,932 MISC EQUIPMT 0.96 0.96 6520 6520 $323 $322 PUMPS & MISC 0.02 0.02 158 161 $8 $8 SPACE COOL 19.10 19.35 129659 131353 $6,418 $6, SPACE HEAT 0.94 63 890 ,o $291 VENT FANS 47. 65.72 4942 446217 $16, 085 $22, 043 NATURAL-GAS(MBtult 4.30 4.34 herml$) 997 1006 $499 $503 SPACE HEAT 4.30 4.34 997 1006 $499 $503 Credits & Penalties (if any): Modified Points: = 78.66 PASSES 1/12/2009=nergyGauge Summit v3.10 incorporating Florida Energy Code Version - FLA/COM 2004 v2.1, 4 External Lighting Compliance Description Category Allowance Area or Length ELPA CLP (W/Unit) or No. of Units (W) (W) (Sgft or ft) None Project: 05125 Title: GC11M7.1LH PORT ST. LUCIE Type: Dining: Family (WEA File: DAYTONABEACILTMY) Lighting Controls Compliance Acronym Ashrae ID Description Area No. of Design Min Compli- (sq.ft) Tasks CP CP ance RTU-1 7 RTU-2 8 RTU-3 8 RTU 4 8 RTU 5 8 Food Service - Kitchen Food Service -Leisure Dining Food Service - Leisure Dining Food Service - Leisure Dining Food Service - Leisure Dining 1,381 1 11 1 PASSES 2,133 1 7 1 PASSES 1,655 1 6 1 PASSES 2,825 1 7 2 PASSES 1,828 1 6 1 PASSES PASSES 1/12/2009=nergyGauge Summit v3.10 incorporating Florida Energy Code Version - FLA/COM 2004 v2., Project: 05125 Title: GC11M7.1LH PORT ST. LUCIE Type: Dining: Family (WEA File: DAYTONABEACH.TMY) System Report Compliance RTU-1 System 1 Constant Volume Packaged No. of Units System 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled 135000 to 9.70 9.70 10.20 PASSES 240000 Btu/h Clg Capacity Heating System Comb. Warm Air Gas 80.00 80.00 PASSES Furnace/AC Unit < 225000 Btu/h Air Handling System Air Handler (Supply) - 0.67 0.90 PASSES -Supply Constant Volume Air Handling System Air Handler (Return) - 0.75 0.90 PASSES - Return Constant Volume Air Distribution ADS System 6.00 6.00 PASSES System RTU-2 DINING A Constant Volume Packaged No. of Units System 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled 135000 to 9.70 9.70 10.20 PASSES 240000 Btu/h Clg Capacity Heating System Comb. Warm Air Gas 80.00 80.00 PASSES Furnace/AC Unit < 225000 Btu/h Air Handling System Air Handler (Supply) - -Supply Constant Volume 0.49 0.90 0 PASSES Air Handling System Air Handler (Return) - 0.6740 0.9 PASSES - Return Constant Volume Air Distribution ADS System 0 00 C PASSES System fe_\- RTU-3 DINING B Constant Volume Packaged No. of Units System 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled 135000 to 10.00 9.70 10.50 PASSES 240000 Btu/h Clg Capacity Heating System Comb. Warm Air Gas 80.00 80.00 PASSES Furnace/AC Unit < 225000 Btu/h 1/12/2009 _nergyGauge Summit v3.10 incorporating Florida Energy Code Version - FLA/COM 2004 v2.! Air Handling System Air Handler (Supply) - 0.48 0.90 PASSES -Supply Constant Volume Air Handling System Air Handler (Return) - 0.53 0.90 PASSES - Return Constant Volume Air Distribution ADS System 6.00 6.00 PASSES System RTU-4 BUFFET Constant Volume Packaged No. of Units System 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled 240000 to 9.50 9.50 9.70 9.70 PASSES 760000 Btu/h Cooling Capacity Heating System Comb. Warm Air Gas 90.00 80.00 PASSES Furnace/AC Unit >= 225000 Btu/h Air Handling System Air Handler (Supply) - 0.75 0.90 PASSES -Supply Constant Volume Air Handling System Air Handler (Return) - 0.87 0.90 PASSES - Return Constant Volume Air Distribution ADS System 6.00 6.00 PASSES System RTU-5 DINING C/D Constant Volume Packaged No. of Units System 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled 65000 to 135000 11.20 10.30 11.70 PASSES Btu/h Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling System Air Handler (Supply) - 0.50 0.90 PASSES -Supply Constant Volume Air Handling System Air Handler (Return) - 0.69 0.9 PASSES - Return Constant Volume ff Air Distribution ADS System 6.Oq -00 6. + PASSES System PASSES 1/12/2009=nergyGauge Summit v3.10 incorporating Florida Energy Code Version - FLA/COM 2004 v2.E Project: 05125 Title: GC11M7.1LH PORT ST. LUCIE Type: Dining: Family (WEA File: DAYTONABEACH TMY) Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Check Infiltration 406.1 Infiltration Criteria have been met System 407.1 HVAC Load sizing has been performed Ventilation 409.1 Ventilation criteria have been met El ADS 410.1 Duct sizing and Design have been performed T & B 410.1 Testing and Balancing will be performed Motors 414.1 Motor efficiency criteria have been met Lighting 415.1 Lighting criteria have been met O & M 102.1 Operation/maintenance manual will be provided to owner Roof/Ceil 404.1 R-19 for Roof Deck with supply plenums beneath it Report 101 Input Report Print -Out from EnergyGauge F1aCom attached? 1/12/2009=nergyGauge Summit v3.10 incorporating Florida Energy Code Version - FLA/COM 2004 v2.; 9 Plant Compliance Description Installed Size No Design Min Design Min Eff Eff IPLV IPLV Category Comp liance None Project: 05125 Title: GC11M7.1LH PORT ST. LUCIE Type: Dining: Family (WEA File: DAYTONABEACH.TMY) Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss liance Water Heater 1 Water Heater 2 Gas Storage water heater Gas Storage water heater <= 75000 Btu/h; 0.98 0.43 PASSES >= 20 Gal <= 75000 Btu/h; 0.98 0.43 PASSES >= 20 Gal PASSES 'roject: 05125 Citle: GC11M7.1LH PORT ST. LUCIE Cype: Dining: Family WEA File: DAYTONABEACH.TMY) Piping System Compliance Category Pipe Dia Is Operating his Cond Ins Req Ins Com lance [inches] Runout? Temp [Btu-in/fir Thick [in] Thick [i [F] SF.F] Domestic and Service Hot Water 2.00 False 140.00 0.28 1. PASSES Systems -Ad F PASSES I 1/12/2009=nergyGauge Summit v3.10 incorporating Florida Energy Code Version - FLA/COM 2004 v2.: 8 W R MiRN i - W 4 (11) A V F T a"� l'j" Enckosef,' ss 11ii TA N Ve'ri'n' F" P r" ur"3 3o'jiG0' Use forklift to remove TWO joists from truck DD fifffift V19joists by top flange DO NOT lift T110 joists in the flat orientation Use supporthlocksat 10'on-canter to keep products out of mud and water. We I iLevel clo ine some, V"R erl" MIMI,, rerrcrai protective equipment (PPE) for hands. feel No! protection Ike of im.lirl naders and other hand tools A., —Ir�0011W ' ` mki,li r— ty . .. . .. . . . Plersil al-ineie lo the iLevel prod act I rstnlfoliirn ci imt,il!ffi,G,l ,!' sitety hiwflic nil lisl'f e Ill.(] floor� god !*COM-2002 COMMERCIAL INSTALLATION GUIDE Store and handle joists in vertical orientation. Leave joists banded together until ready to install. If You Have Problems - Damaged iLevel products m I mproper fit - Field modifications • Questions about these drawings Call your iLevel Representative directly, orfor general customer service call 1-866-TJWorks (1-866-859-6757) © WEB STIFFENER REQUIREMENTS Nailing Quantities for Web Stiffener AttachmerI Tile IN" to 2%" Flange Widths 3K" Flange Widths(2) The. HS80 Joists Joist Depth Bd (2Ys'9 Nails 16d OW") Nails 16d (V?) Nails End or Intermediate End Intermediate End or Intermediate 1 P/e" 3 3 3 4 14" 5 3 3 6 16" 6 4 4 6 18" 7 4 4 8 20" 8 5 5 10 22" 9 6 11 10 24" 10 6 13 12 26" 11 7 14 14 28" 12 8 15 14 30" 13 8 17 16 , 32" N/A 9 18 18 (1) For dealer -stocked TJIe joists, use three Ed (2V2") box nails, equally spaced. For T ho 560 joists, use l6d (35/z") box nails, equally spaced. (2) Excluding The HS90 joists. Web Stiffener Size and Material Flange Web Stiffener Size Web Stiffener Material 1y" s/a"x2s/s", Sheathing (with face grain vertical) that meets the requirements of PSI or PS2 2r/16" y" x 25/16"1 Via" r/s" x 25hs"I 2W' 1"x25/16" 364" 20 Construction grade or better a INSTALLATION BRACING C T ,10 .� 1 DO NOT allow workers to walk on joists until braced. Injury may result. jam__ DO NOT stackbuilding materials on unsheathed joists. Stack only overbeams or walls. IMPORTANT Strut lines must extend to braced end wall, beam or sheathing Strut lines (14 minimum) • 6' on -center for joists with 13i" wide flanges • 8' on -center for joists with 2yr6", 25/i6', and 2Yr" wide flanges • lo' on -center for joists with 3S4" \\ wide flanges Strut lines are required at all bearing locations where joists are not otherwise braced Cantilever bracing may be required,. / see plan Ends of cantilevers must be laterally j . stabilized with blocking, bracing, or rim joist The blocking DO NOT allow workers to walk on joists when lying gat. WEB STIFFENERS T1le blocking panel. When used for shear transfer, nail to bearing AT BEARING POINTS plate with connections equivalent to sheathing nail schedule. 4' (minimum) strip of sheathing (temporary or permanent) if there is no braced end wall. If permanent, fasten per plans and specifications. If temporary, use 8d (2S4") form nails at 12" on -center. Stn ack building aterials over alls or beams ® ly bearing wall or other concentrated load (exceeding 1500 Its). See plan/details ecific requirements. all stiffener both sides —must be tight against p flange. Attach with three 16d QW') box nails inimum at joists with 3S4" wide flanges. Attach ith three 8d (2t4") box nails minimum at all her joists. nimum iaximum each am .h side. of TU0 joist for ae (as occurs) to bearing cations. FLANGE NAILING TOP OF FLANGE yf Nailing of Sheathing to TJI® Joist Flange(1)(2) LOAD TRANSFER AT CONCENTRATED LOADS Use solid 2x_ blocking under post to transfer load around TJIe joist. Cut blocks rhs" longer than joist depth. IF WEB STIFFENERS ARE NOT INSTALLED PROPERLY: Web may punch through Web may buckle the bottom gauge IMPORTANT Flailing closer than specified may cause the flange Nailing pattern to be per plans and specifications. In addition, nail spacing shall comply with the criteria listed below. Joist may roll in the hanger 13 SLOPED BE RI IG REQUIREMENTS I PO HTA NT Beve lcrl plate or sloped hangers may be required far slopes greator than �/ per toot (y per loot with hangers)_Seeplari/dera,ls for specric pplicatmns --" NaiIT e Nail Closest On -Center DO Type Biameter Spacing Per Rowrar Box .113" 2" nr Fill ail nail holes Id (234") ,-i Common .13I" 2" with the proper a BoxCommon .18" 2" nails 10d (3") Common .148" 3" " d� ✓ Box .128" 2" 12d (3Yx") Common .148" 3" F' 16d (3Ye") Box .135" 3" Common .162" 4" ti Beveledplate Sloped hangers Two 8d (2S4") nails minimum me Minimum attachment One lOd (3') box nail each side of TJIe joist at bearing, lyz minimum from end to minimize splitting (1) Sheathing must be nailed to the full length of the top (or compression) flange on the The joist with the maximum nail spacing as follows: • 18" on -center for The joists with flange widths less than 2" • 24"on-center for TJIe joists with flange widths greater than 2" (2) 14-gauge staples maybe a direct substitute for 8d (2V2") nails if a minimum penetration of 1" into the flange is maintained. (3) If more than one row of nails is used, the rows must be offset at least 5h" and staggered. SIDE OF FLANS For light framing only. Use 16d QV?) box nails (maximum) at 3" on -center, staggered (use 10d (31 box nails on TJlejoists with flange widths less than 21. Attachment to filler blocks may be required. See plan/details. DO NOT 0 ALLOWABLE HOLES IV2" knockouts at approximately 12" on -center available in most joist series. Joists may be oriented with knockouts at top or bottom. D, 2 Joist depth. See Table 1.� of joist support Bearing 2x How to Determine Hole Location 1. Determine the joist depth and desired hole size and find hole factor (letter) or hole location (distance) in Table 1. If the table reports a hole factor, proceed to step 2. 2. Refer to Table 2. The dimension shown where the joist span and hole factor from Table 1 intersect is the required minimum distance from nearest edge of hole to inside face of support. ems-H.. roso�'ir`t.. Frrr Mars stig rtrncentret�l i loads or other conditions or For rectangular holes, Lz is the Longest possible exceptions, contact your horizontal or vertical measurement iLevel representative. \I- I, 2x TJI®joist span 'minimum' Special Considerations Tables are based on: — Simple spans. — More restrictive of either uniform loads or code -required concentrated loads (2,000Ibs over 2Sk feet square) with 25 pat dead a'nd 20 pat partition load. is The sizes given in the table are hole sizes, not duct sizes. Rectangular hole sizes are based on the measurement of the longest side. Table 1—Hole Size Factors and Localionsvrl .Round Hole Size Rectangular ..Hole Sizetzl Performance Plus®Web Joist Depth 117/r" 14" 16" 1 18" 20" 22" 24" 26" 28" 30"or 32" 2" 1'/." A I A I A 1 4" 4" 4" 4" 4" 4, 4" 3" li A A A 1,-3" V-3„ 1,-3„ 4„. 4" 4" 4" 4" 2y" B B A A A P-3" I'-3" 1'-3" 1'-3" 4" 5" 3" C C B A A A A A 1'-3" 1.4. 6" 3A.. E C C B B A A A A 1'-3" 1" 4" B C C B B A A A A 8" 4T4" E D C C B B B A A 9" 5'/0". E D C C B B B A 10" 6" E E D C C B B B 11" (i E D D C C B B 12" 1" E D D C- C B 13" 7%" E E D D C C 14" 8944" E E D D C IV 9" E D D C 16" 91V 1 E E D D 17" 10" E E D 181, 101 E E 191, 11 y" E E 20" 12" 1 E (1) Bold italic indicates that for Tll® HS90 joists, hole factor (letter) values must be increased by one letter and hole locations (distance) must be converted to Hale Factor A. No holes are allowed with Hole Factor E for Ill® HS90 joists. (2) Rectangular holes based an measurement of longest side. Example: Find minimum distance from inside face of support to nearest edge of hole. 18"r TJI® L65L Cantilever or continuous span bearing location, Do not cut holes i cantilever area withoat consulting your Lead representative. 7" round hole TJI0 joist span = 22'-D" r hale as Multiple holes require spacing 2 times the length of the largest hole. as Forjoists continuous over a support, add 1" to distance shown in table for each foot of joist span. See Example below. Holes may be located vertically anywhere in the web. Leave %a" of web (minimum) at top and bottom of hole. Is Do not cut holes in cantilever area without consulting your !Level representative. Table 2—Hole Locationsl'I Joist Hole Factor Span A B C D E 14' 1'-3" 2,-0" 2'-6" 3'-9„ T-0" 15' 1'-3" 2'-0" 3'-D" T-O" 5'-3, 16' 1'-3" 2'-3" 3'-3" 4'-B" 5'-9" 11' 1'-6" 2'-9" 3,4„ 5'-0" 6'-3" 18' 1'-6" 3'-0" 4'-3" 5'-6" 6'-9" 19' 1'-9" 3'-0' 4'-3" 5'-6" T-0" 20' t'-9„ T-0" 4'-3" T-6" T-U" 21' 2'-0' 34' 4'-3„ T-9" 7'-3- 22' 2'-0' 3'-0" 4'-3" T-9" 7'-3" 23' 2'-0' 3'-3" 4'-3" T-9" 7'-6" 24' 2'-3" 3'-3" 4'-6" T-9" 7'-6" 25' 2'-3" T-6" 4'-9" 5'-9" T-9" 26' 2'-3" T-9" 4'-9" 6'-0" 7'-9" 27' 2'-6" T-9" T-0" 6'-3" 7'-9" 28' 2'-6" 4'-0" T-3„ 6'-6" 8'-0" 29' 2'-6" 4'-0" 5'-6" 6'-9" 1 8'-3" 30' 1 2'-9" 4'-3" 5'-9„ T-0" 8'-6" 31' 3,-0" 4'-3„ 5'-9" 7'-3" 8'-9" 32' 3,4,. 4'-6" 64" T-6" 9,-3" 33' 3'-0" 4'-9" 6'-3" 7'-9" 9.'-6" 34' 3,4„ T-0" 6'-6" 8'4" 9'-9" 35' T-3" T-0" 6'-6" 8'-3" 10'-0" 36' T-3" T-0" 6'-9" 8'-6" 10'-3" (1) For Tlll HS90 joists, add Tito table value. Round Hale: For a 7" hole, find L, Rectangular Hales: For a N" hole, find Lb and Lr 1. From Table 1, hole factor is C 1. From Table 1, hale factor is E 2. From Table 2, distance is 4'-3" 2. From Table 2, distance Lb is 7'-3". Hole is nearest to an end support, 3. Joist is continuous over the support nearest the hole, so no distance increase is required. so increase L, by 1" for each foot of span (22"). 3. Minimum distance 4 between holes = 2 x L2; 4 = 2xRWa) =1'-1" L, = 4'-3 + 22" = 6'-1" August 20DS Reorder COM-2002 This document supersedes all previous versions. If this is more than one year old, comma your dearer or !Level rep. im Weyerhaeuser®, TJI®, and Trus Joitt® are registered trademarks and iLevel- is a trademark of Weyerhaeuser Company. m 2006 Weyerhaeuser Company. All rights reserved. Printed in the USA on Weyerhaeuser Lynx® Opaque. n N r�7i w h RIDGE U INrt Ul 2 DO NOT SCALE -THIS DRAWING L K G. D —� 32' -10" 30'-101/2" r-4• 5'-O• 6'-0' 6'-O' 4'-5• I 2 -D" 301-01 I O 5 SPACES @ 6'-O" o.c. rMCl MCl IB MC2 j I MC2 1 1 11 1 1 1 1 j CI I I C TYPMAl() PB2. f,l 1 1 1 P MA4(4)rA I N 1 II 1 1 (I I I v i ._._._._......... _.—._.----------- O_ _ _.----------- _._._._.�.�._.T.�. I VERIFY MICROLLAM II RAFTER REQ'D AT II I I I 6 1 II THIS LOCATIONT 1 1 H2 II II 1 1 1 = 1- L ...... . ---- - --------- CL .......... �^1I P --------- I T MA4(9) -� I�—MA2(9) 1 MA4uo); — 1 1 I �2� �� 1 N� O 1 1 1 \ I I rv(L n �\// 1 \ 1 I In O T^YP I I I v N EXPOSED BEAM I BELOW T P P I I PA1 START LAYOUT 1 '2@ 72' OC UAD. '-0" MB2 MBl MB2 2 9 I I I 17,_8Y2-' i R.O. 36, _ I" 24' -O" 26'-2Y2 I 33'-9V2" 39, _q" 3 1 L I J Microllam LVL Beams Quantity Type Width Depth Length Note 6 MAI 3.5 14 41'-0" q MA2 3.5 14 34'-O" 13 MA3 3.5 14 5'-0" 23 MA4 3.5 14 38'-0" I NAB 3.5 W 21'-6" 10 NAG 3.5 14 V-0" 1 MBI 3.5 16 Iq'-0" 2 MB2 3.5 16 7'-6" 1 MB3 3.5 16 23'-0" 2 MCI 1.75 11.575 4'-0" 2 MC2 1.75 111.5751 W-0" Parallam QUontity PSL -Beams Type WCdlh Depth CuL Length Comber No[e PAI 5.25 18 26'-11" 0.1, - I P62 1 5.25 111.8751 20'-0" 0.0 - N ROOF FRAMING LOCATION PLAN PLAN 3' 18" 0 3' 6' q' NORTH %%"MM—MMM SCALE %2"=1'-0" STRUCTURAL DEVIATION (BEAM SERIES) Han ers OUantity Type Model Noilinq Modificotions Finish Web SUFFeners Required Note Top Foce Member 6 HI HHU5410 30-16d 10-Ibd 5LU21 - - 1 142 1 U410 16-16d 23 H3 MIT414 4-I6d 4-I6d GENERAL NOTES I LEGEND DESIGN CONSIDERATIONS BUILDING CODE: 2006 FLORIDA BUILDING CODE ROOF DESIGN ROOF LIVE LOAD (@ 125%): 20 PSF IF LLOPI ' r -=t t -' DEAD LOAD: 30 PSF -. - .SF GROSS WIND UPLIFT (@ 160%): J_E L..' 1—o -_ F. F E ail! TJI - 0.25/12 SLOPE --,�;?-;F{EFT INTERIOR -31.4 PSF PERIMETER -51.7 PSF OVERHANG -77.7 PSF (RESISTIVE DEAD LOAD FOR UPLIFT = 5 PSF) v EDGE ZONE N DRAWING NOTES 4 LEGEND N I O 11IIj m q Ca. O FOR APPROVAL ONLY NOT FOR CONSTRUCTION TECTLI I DECKING: - THESE NOTES APPLY TO ALL SHEETS HEREIN PLAN NOTES APPLY TO RESPECTIVE SHEETS Q INDICATES COMMON DETAIL TRUE J015T PRODUCTS ARE n05T COMMONLY USED WITH INFORMATION FOUND ON SHEET 4. WOOD PANEL DECKING. HOWEVER, OTHER DECKING SYSTEMS CAN BE USED IF THEY PROVIDE ADEQUATE DIAPHRAGM - THESE DRAWINGS ARE ENGINEERED PLACEMENT PLANS AND STRENGTH TO STABILIZE THE TRUSSES AND THE FASTENERS DETAILS FOR STRUCTURAL EVALUATION OF TRUS JOIST DO NOT DAMAGE THE TRUE J015T PRODUCT. THE FOLLOWING PRODUCTS ONLY. THE BUILDER SHOULD REFER TO THE REg11REMENTS ARE FOR THE USE OF TECTUM I, 1I1, .AND E DECKING, ARCHITECTURAL/STRUCTURAL PLANS FOR GENERAL 1. TECTUM DECK APPLICATIONS MUST COMPLY WITH ICBO CONDITIONS AND ARCHITECTURAL DETAILS. EVALUATION REPORT ERIII6 AND REQUIRE THE USE OF TECTUM - TRUS JOIST PRODUCTS NAVE BEEN SIZED FOR LOADS 1, III, OR E MATERIAL. INDICATED ON THE PLACEMENT PLANS ONLY, ANY 2. ALL TECTUM DECK SYSTEMS MUST BE INSTALLED AS A ADDITIONAL LOADING MUST BE SPECIFIED AS ADDITIONAL DIAPHRAGM APPLICATION WITH CORRE5PONDING MATERIALS MAY BE REQUIRED. - DECK -TO -TRUSS SHEAR VALUES IN ORDER TO LATERALLY BRACE TRUS JOIST PRODUCTS - SECTIONS AS DRAWN SHOW ACTUAL BEARING CONDITIONS 3. FASTENER FOR THE TECTUM 1, III, OR E DECK ATTACHMENT ONLY. TRUSS CONFIGURATION MAY VARY (SEE PLAN FOR TO THE TRUS JOIST PRODUCT 15 ADHESIVE AND 5CREW5. DEPTHS, SLOPE, ETC.). TYPICAL SCREWS ARE 14 GAUGE. FASTENERS REQUIRE PRE -DRILLED PILOT HOLE5 WHOSE HOLE DIAMETER 15 75% OF - REVIEW PLACEMENT PLANS BEFORE CUTTING ANY DECK FASTENER DIAMETER. SPECIFIC DIAPHRAGM CONNECTION OPENINGS. SCHEDULE 15 TO BE PROVIDED BY OTHERS- - WALLS NOT SHOWN HAVE BEEN CONSIDERED AS NON -LOAD 4. MA%IMUM ALLOWABLE FASTENER SPACING FOR THE TECTUM BEARING WALLS. PLEASE INDICATED IF BEARING. 111, OR E DECK ATTACHMENT TO THE TRUS PRODUCT 15 24• OC. - DIMENSIONS ARE TO CENTERLINE OF MICROLLAM LVL 4 JOISTS OR GRID LINES AS SHOWN. ATHING MUST BE NAILED TO JOIST ALONG ENTIRE GTH OF TOP CHORD AT EVERY J015T (REFER TO WITECTURALS FOR NAILING REQUIREMENTS). - P ITIVE DRAINAGE MUST BE MAINTAINED DURING AND 0 AFTER ROOF CONSTRUCTION. - MICROLLAM LVL AND TJI JOISTS WILL BE SHIPPED LONG. FIELD TRIM TO LENGTH REQUIRED. - ALL NAILS SPECIFIED IN DRAWING PACKAGE TO BE "COMMON" NAILS UNLESS NOTED OTHERWISE. - ALL DOUBLE TJI's ARE FIELD ASSEMBLED WITH FILLER BY TJ. xx (9I) - DENOTES PRODUCT CALLOUT AND QUANTITY ON PLAN. KEY NOTES "XX" - STRUCTURAL MEMBER TYPE CALLOUT an. - QUANTITY OF STRUCTURAL MEMBER IN BAY OSTEEL BEAM BY OTHERS. H#— - DENOTES CONTINUOUS HANGER TYPE, SEE HANGER INFO. OFRAMING BY OTHERS IN THIS AREA. O ��RECTANGULAR SECTION NOTES It LEGEND SEE SHEET 3 OF 4 FOR TJI FRAMING L�i� IN THIS AREA. - DENOTES LOCATION OF BEAM OR COLUMN BY TJ. SEE MATERIAL LIST FOR MORE INFORMATION. - STRAPS, ANCHORS, CLIPS, AND OTHER HARDWARE NOT SHOWN ARE TO BE MICROLLAM LVL PROVIDED BY OTHERS. HARDWARE SHOWN 15 TO BE PROVIDED BY OTHERS UNLESS (GENERAL NOTES) MARKED 'BY TJ.' REFER TO THE CONTRACT DRAWINGS FOR HARDWARE SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. - SEE TJI INSTALLATION SHEET FOR WEB STIFFENER NAILING. - FOR BEAMS SUPPLIED BY OTHERS, SEE CONTRACT DRAWINGS FOR SPECIFICATIONS AND OTHER INFORMATION NOT SHOWN HEREIN. - FOR ATTACHMENT OF SPRINKLER LINES, MECHANICAL DUCTS, ETC... TO JOISTS OR TRUSSES, PLEASE SEE "SPRINKLER SYSTEM INSTALLATION GUIDELINES". IF ADDITIONAL COPIES ARE REQUIRED, PLEASE CONTACT iLEVEL TRU5 JOIST COMMERCIAL OR GO ONLINE TO: HTTP://WWW, ILEVEL COM iLevel Tru5Joist Commerciol 200 E. M011ord Drive Boise, ID 83706-3g80 GUY B. Brouss , P.E. Florid. P.E. License u6685q THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING - CONTINUOUS SUPPORT OF THE TOP EDGE OF THE BEAM 15 REQUIRED. - LATERAL SUPPORT 15 REQUIRED AT BEARING POINTS. - MICROLLAM LVL 15 MANUFACTURED WITHOUT CAMBER AND WILL DEFLECT UNDER LOAD. - FOR NAILS DRIVEN INTO THE NARROW FACE OF MICROLLAM LVL, MINIMUM NAIL SPACING 15 4 INCHES FOR 8d, 10d, 12d AND 8 INCHES FOF 16d. - ASSEMBLE MICROLLAM LVL WITH MIN. OF (2) Ibd NAILS (FOR (IY2" 4 117/a" DEPTHS) AND A MIN. OF (3) 16d NAILS (FOR 14" THRU 18" DEPTHS) PER 6" FULLY PENETRATING AT LEAST TWO PIECES OF LUMBER (SEE BELOW) UNLESS OTHERWISE NOTED. LM �4TRUS JOIST' commercial U I BY I DATE I REMARKS Golden Corral Port St. Lucie, FL (GCIIME.7.1 LH) RAWN DATE CHECKED DATE ORDER n SHEET DS 02/04/Oq BB 02/04/Oq 08-03392q 2 OF 4 DO NOT SCALE THIS DRAVIING Stra s Type Description Fasteners Note H2.5A Hurricane Tie 10-8d - HB Hurricane Tie 10-I0d HT520 Twist Strop 20-I0d - TJI Joists Quantity Type Depth Series Cut Length ProFile Note 62 A 16 TJI/1-65 22'-0" 24" o.c. U.N.O. 4 At 16 TJI/1-65 4'-O" q A2 16 TJI/L65 6'-0" 57 B 14 TJI/L65 24'-6" 24" o.c. U.N.O. 8 BI 14 TJI/L65 4'-0" Han ers Ouantity Type Model Nailing Modificotions Finish Web SUFFeners Required Note Top Foce Member 100 H4 BA2.56/16 6-16d 8-16d 8-NI0 ✓ 27 H5 HB5J2/16 6-16d 16-Ibd 10-16d ✓ 67 7 H7 H8 BA2.56/14 HB5.12/14 6-16d 6-16d B-Ibd Ib-Ibd 8-NIO 10-Ibd ✓ ✓ - jlf USE NIO NAILS WHEN ATTACHING HEADERS TO DOUBLE TJI off( STRUCTURAL DEVIATION HANGER TYPE DUE TO APPLICATION N ROOF FRAM I NG LOCATION PLAN PLAN 2' P 0 2' 4' 6' NORTH %1mmmm"%m=?mm19 SCALE i'4"=1'-0" DENOTES LOCATION 4 INFORMATION OF MECH UNITS IN REF. WITH CONSTRUCTION DOCUMEN MECHANICAL INFORMATION MECH UNIT WEIGHT (MAX) n OF MEMBERS RTI 1615m OVER (2) RT2 16159 OVER (3) RT3 2680a OVER (3) RT4 2740- OVER (3) RT5 1525n OVER (2) HDI 371a 4 POINTS HD2 346n 4 POINTS HD3 30533 4 POINTS HD4 5g6a 4 POINTS HD5 500- 4 POINTS HD6 30ga q POINTS MECHANICAL INFORMATION MECH UNIT WEIGHT (MAX) c OF MEMBERS HD7 Ig5m 4 POINTS HD8 776n 4 POINTS SFA,B 65Oa OVER (3) EF1,2 1443 OVER (2) EF3,4 112- OVER (2) EF5,6,q I I 2a OVER (2) EFS 300a OVER (2) CDI 300a OVER (2) CD2 463a OVER (2) CD3 215- OVER (2) SD 200a OVER (2 CD IOOc O R (2) FOR APPROVAL ONLY NOT FOR CONSTRUCTION ssI, . . A��+fl� o TRUS JOISTg commercial KEY NOTES OI STEEL BEAM BY OTHERS. O/r O2 NEE WALL BY OTHERS (130 plF LL, 115 pIF DL,-430pIF WIND). O3 TB36 NSI BR ING Y T (TY O4 2x4 BOTTOM CHORD NAILER BY OTHERS (TYP). OSUSPENDED BULKHEAD (70 plF). 4 L O6 PARAPET BRACE (250 plf WIND). %1� rwmn Qro�� f- fro . IA s � rp VERIFY THAT ALL - GENERAL CONTRACTOR OP. IS WILL MECHANICAL DUCT WORK WILL FIT BETWEEN REGULAR ON CENTER SPACING AS SHOWN PER THIS PLAN. IF LARGER Level TrusJoist Commercial 200 E. Mallard Drive BoiseID 83706-3G80 , / / O 1 ' / _ ' , BY DATE REMARKS Golden Corral Port St. Lucie, FL (GGIIME.7.1 LH) OPENINGS ARE REQUIRED, GENERAL CONTRACTOR 15 TO Guy B. Brou55e0U, P.E. PROVIDE SIZE AND LOCATION OF ALL SUCH OPENINGS. Florido P.E. License tt6685G THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING DRAWN DATE CHECKED DATE ORDER n 08-03392q SHEET 3 of 4 DS 02/04/09 BB 02/04/OG - -- � O Vc./ IVV I �V HLL I Films VKHWIIVI.;I PARAPET WALL AND HTS20 STRAPS BY TJ, BOTH SIDES OF MICROLLAM LVL AND (I) ADDITIONAL ON OPPOSITE G. , fl S pMICROLLAM FRAMING BY OTHERS LVL BEAM BY TJ SIDE (LEFT 8 RIGHT SIDE) (TOTAL OF 3 CLIPS @ LOCATION) q`� at P♦ �j/ "` `' SHEATHING BY OTHERS � / HANGER BY TJ (��SEE �`4TJI BLOCKINGPANEL PLAN FOR TYPE JFSa BY TJg<� -(PEMICROLLAM LVL OUTRIGGER BY TJ "r- E- RO\.L N FOR5 �\ E Q\-PTJI E 5RGHTRAP JOIST BY TJ 40TWEIP5, 48 BOTH DES (LEFT 8 I ! SDE) BY T BIRDMOUTH CUT MICROLLAM - HT520 STRAPS BY TJ (TYP) ONE(TOTAL OF 2 STRAPS @LOCATION) V-O"LVL AS REQUIRED. SEE REFERENCE ,) �� HANGER BY TJ, SIDE OF TJI JOIST. TOTAL OF (1) FIELD INSTALL WEB STIFFENER BY TJ, (1) (6" @ '4A") ® `` SEE PLAN FOR SIZE 8 TYPE ATTACH INTO WEB STIFFENER EACH SIDE OF TJI. SEE TJI COVER SHEET FOR REQUIRED NAILING. 2x STUD WALL @ "IA" 8 "IB° PARALLAM PSL BEAM BY TJ 2x STUD WALL BY OTHERS IB a 5/55, 9/55 /AIO REF 1q/ 2x6 STUD WALL BY OTHERS REF. T/AIO v v REF 2/5$, 2-1.3/A11 LREF fee, cowt,4 1 On 3 H2.5 CLIPS BY TJ, HT52F STRAPS BY TJ, 2. BLOCKING BY OTHERS BOTH SIDES OF MICROLLAM LVL TOP VIEW "OHS135 ORNAMENTAL STRUCTURAL DEVIATION: 4x PLATES BY OTHERS, REQUIRED H SIDES OF MICROLLAM LVL AN (I) ADDITIONAL ON OPPOSITE AND (1) ADDITIONAL ON OPP051TE B-B CONNECTOR SIDE" DUE TO UPLIFT LOADS Yz' SIDE (LEFT 8 RIGHT SIDE p ,\E(2 SIDE (LEFT a RIGHT SIDE) "OH9135 "HANGER VERHANG (MAX.) EACH SIDE TOTAL OF 3 CLIPS @ LOCATION) BIRDMOUTH CUT MICROLLAM �uL R FOR (TOTAL OF 3 CLIPS @LOCATION) ORNAMENTAL r SIDE° HANGER BY TJ, SEE PLANT FOR LVL AS REQUIRED SEE P\"PN \ "HANGER SIDE" HANGER BY TJ, SEE PLAN FOR REFERENCE \C'zpU\-y�E _ 5-( 6 -TYPE BIRDMOUTH CUT MICROLLAM 5 DE"CONNECTOR TYPE SI;R I g\ZE LVL AS REQUIRED. SEE SECTION A —A B_B RpF V N FOR REFERENCE MICROLLAM OUTRIGGER BY TJ X TJI JOIST BY TJ, TJI JOIST BY Ti, t-P TJI JOIST (NO TJI @ "GA") BY (2)2x PLATES BY OTHERS LVL P° PLAN FOR TYPE 8 \CROP` APE STUD KNEE WALL BY OTHERS SEE SIZE SEE PLAN FOR TYPE 8 51ZE g-( 8 S TJ, SEE PLAN FOR TYPE 8 SIZE - c�\2E 36" MAX, O.C. 36" MAX, ox. SHEATHING BY OTHERS •! '. ff WEB STIFFENER BY TJ WEB STIFFENER BY TJ STRUCTURAL DEVIATION: 4x PLATES BY OTHERS, WEB STIFFENER BY TJ TJI JOIST BY TJ, SEE PLAN 6j p<<-1/q PVC 6 ORREQUIRED Bf4 DUE TOUPLIFT LOADS HANGER FOR SIZE 8 TYPE UVL \�� FOR y 5(2f d ep STEEL BEAM BY OTHERS, SEE 2n OVERHANG (MAX.)EACH SIDE SEEP AN FOR TYPE VN\CRP PN fT'% PLAN FOR SIZE (2x FILLERS AS STEEL BEAM BY OTHERS, SEE y,GE P REQUIRED BY OTHERS) air PLAN FOR SIZE (2x FILLERS AS 2x4 LATERAL BRACING TJI BLOCKING PANEL UNDER KNEE WALL BY TJ HANGER BY TJ, SEE PLAN FOR TYPE --s REQUIREDBY OTHERS) 6 66 BY OTHERS 7 B HANGER @ OUTRIGGER DETAIL REF. 6�/55 REF, T/ss, Il,ss M41ER BY TOP VIEW "0145135 ORNAMENTAL T EE PLAN FOR TYPE "OH5135 ORNAMENTAL "OH5135 I CONNECTOR SIDE' ORNAMENTAL jjjjTl OR $.-5 CONNECTOR SIDE" "MCI" MICROLLAM LVL BEAM BY TJ t A ' BACKER BLOCKS INSTALL TIGHT TO TOP FLANGE BY OTHERS. ATTACH WITH (10)IOdz3" NAILS CONNECTOR "OTHER CONNECTIONS I "HANGER SIDE" -��, E CLINCHED. SEE TJI COVER SHEET FOR INSTALLATION 51 DE" 51 DE" OR 2x STUD WALL BY OTHERS 2x STUD WALL BY OTHERS g DOUBLE TJI BY "OTHER CONNECTIONS" R \ TJ SECTION A —A B—B OH5135 ORNAMENTAL CONNECTOR OPPOSITE SIDE OF HANGER OR _ _ 111 i O - A DOUBLE OR SINGLE TJI A CH5135 BOTH 51DES OF MICROLLAM FOR ALL OTHER _ r _ LL E FIELD FOLD BOTHAEWEB PER PLAN BY CONNECTIONS BY SIDES OF TJI.STIFFENER TJ STIFFENERS BY TJ, SEE TJI COVER SHEET FOR HANGER BY -(3, R S (CRO4 WIDTH OF BEARING INSTALLATION TJ, SEE PLAN FOR TYPE X t.pxA f f .1/1pC4N KER KS g2E BvXPF FOR "MC2" BTJI \CROL FAR S(�EgQ er TJ MICROLLAM LVL BEAM BY TJ J3IRDSMOUTH GUT DETAIL e TIGHTfBYCOONNE T�N51DE BACKER BLOCKS TO 16" L65S IiE2Y"x24' EE P (4)si'q"dt BOLTS JOISTS WITH (5)IOdx3" NAILS EACH 8 NUTS BY TJ SIDE. 2. CONNECT OUTSIDE BACKER BLOCK ® ® - ALL ITEMS "CLOUDED" MUST BE MARKED AS GAPTO A55EMBLED DOUBLE WITH (3)I0dx3" NAILS 0H5135 PLATE DETAIL REF. 4/55 OK OR CORRECT INFORMATION PROVIDED. SECTION A -A NOTE: TOP LOAD MUST TJI JOIST SHEATHING BY OTHERS FRAMING ANCHOR BY OTHERS OF DISTRIBUTED TO EQUALLY TO NAIL TO JOIDE ST ONLY EACH JOIST. - - MECHANICAL UNIT A TJI JOIST BY TJ CONTINUOUS FILLER BLOCKS BY TJ. ATTACH TIGHT TO TOP FLANGE, FILLER BLOCK BY OTHERS (NAIL TO TJI WEB) FOR APPROVAL ONLY., STAGGER JOINTS, 8 BUTT TIGHT. - _ \.' BLOCKS NAILED ASSEMBLE DOUBLE PER CHART. MEMBER XHANGER NOT FOR CON5TR CTION TO BRACE REP= SUPPORT AND BY OTHERS O O O NON -LOAD BEARING O PARTITION WALL RECOMMENDED ALTERNATE DETAIL @ LOADS LESS THEN 250rt LOAD SUPLPORT MEMBERS BY OTHERS DISTANCE Y2' (GAP ATTACHMENT BETWEEN WALL 8 JOIST) FOR NON —LOAD NOTE: USE THIS DETAIL FOR LOADS EXCEEDING 250 Ibs, BEARING PARTITIONS SECTION A -A TJI JOIST PER TJI. A 250 lb. LOAD CAN BE SUPPORTED ON NOTE: cl <„ ITINT UOUS FILLER BY OTRERS OR DOUBLE JUST KIT BY TJ� '•- JO,Si FASTENERS WODD FILLER A EACH SIDE OF THE TJI BOTTOM FLANGE AT 5'-0" ON CENTER, PROVIDED THE LOAD IS INCLUDED IN NORMAL DESIGN LOADS. SUPPORT MEMBERS SHOULD BE PERPENDICULAR TO THE TJI J015T Q ■ TRUS JOIST` SEfjlk'si (PER FILLER) -- i—,2era.Iar.y•) ---(2) � �' commercial W. A' 'Irlo TInBERSTRAND LSL 2 ROWS P 3' Oc ��O� BY DATE REMARKS (2) I'. ys• Fw0 O4 OSB . L65 (I) W. (L5L) AND (I) !1. PWD OR O50_2 RWS P 7h" a DOUBLE JOIST D ® iLevel TrB5JO151. C—erciol \ 200 E- MoHord D—e i 10 V' Golden Corral nlwnun DEI T 6 4L 4GST FILLERS ,S TO BE W _ _ — — — (NO SIDE LOADS SUPPORT DETAIL ® FOR LOADS SUPPORTED FRONT TJI Boise, ID 53706-3930 Guy B. P.E. _ l Port St. Lucie( FL (GCIIME.7.1 LH) ) DRAWN DATE CHECKED DATE ORDER *r SHEET ♦ .IJ `•I �} Florida P.E. License 866859 - E. LicOrIse 4 TLIIIJK r-,AFFTY - RFAr� InI�T01 I OTl,lnl INF(117M4T1(1N RFF/117F oor��rrnlnl� D�J 02/04/0G BB 02/04/Oq 08-033g2G OF 4 _ A Saint Lucie County Building Department Product Approval Submittal Affidavit Permit#: 0811-0084 Building Address: Golden Corral, 10753 U.S. Hwy 1, Port St. Lucie Florida 25633 Contractor: Construction By J Opening Schedule: Swing Doors, Fixed Glass & Windows Hollow Metal Doors Product Description — Frames and doors to be 16 gauge standard steel (see drawings) with no glass. Frames shall be cold rolled steel, mitered, fitted, continuously welded or interlocked, as required by fabricator. Manufacturer — CECO Door, Fire Door Corporation, Fleming Door Products, Republic or Steelcraft Attachment Method — Install frames in accordance with NAAMM CHM-1-74 and ASCE 7-98. Install doors in accordance with SDI-100 and DHI and ASCE 7-98. ASCE 7-98 — Minimum Design Loads for Buildings and other Structures. Building Design Pressure — 60.8 average with all components & cladding (see sheet S1) Product (HM Door) Maximum Design Load — +/- 60 psf Windows Product Description — Philips product 9400 impact (PVC) (INS LAM GL) vinyl windows. Manufacturer— Philips Products Attached Method — (See installation sheets) Building Design Pressure — 60.8 average with all components & cladding (see sheet S1) 0090, Product Design Pressure— +50/-50 Roof — Owens Supreme Series 3 Tab tir" Attachment Method — Underlayment felt, 11 gauge galvanized nails with 3/8" dia heads or 16 gauge min. crown, fasteners driven flush with single surface with Y4" penetration into wood deck. Three -tab shingle are applied with a 6" offset with joints no cl n 2" from a fastener. Product Design Pressure — UL® 997, Wind Resistance I�hav�'�revie iv the above ;product approval information and approved it.. (Sealed by.architecUor engin I o cord) Naii�e�: a N. Me hler Certification Nuiriber_: AR0011523 Ddibil'---..4/21/09 ll Seal: y\� a` DESCRIPTION THE SOUTH 353.40 FEET OF THE FOLLOWING DESCRIBED TRACT: BEGIN AT THE SOUTH EAST CORNER OF LOT 4, BLOCK 4, SECTION 12, TOWNSHIP 37 SOUTH, RANGE 40 EAST, ST, LUCIE GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 1, PAGE 35, ST. LUCIE COUNTY, FLORIDA, PUBLIC RECORDS ; THENCE, RUN EAST ON THE SOUTH LINE OF SAID LOT 4 TO ITS INTERSECTION WITH THE WESTERLY RIGHT OF WAY LINE OF FEDERAL HIGHWAY, THENCE, RUN NORTH WESTERLY ALONG SAID WESTERLY RIGHT OF WAY LINE A DISTANCE OF 860.51 FEET TO A POINT; THENCE, RUN WEST A DISTANCE OF 362.17 FEET TO A POINT; THENCE, RUN SOUTH TO THE POINT OF BEGINNING. S{, uci Co. F�Q-, tr Date Pr LIE�GEND & ABBREVIATIONS ed CONC. DENOTES CONCRETE P.B. DENOTES PLAT BOOK P.C.P. DENOTES PERMINATE CONTROL POINT C.M. DENOTES CONCRETE MONUMENT DENOTES PLAT DATA O.R. DENOTES OFFICIAL RECORDS BOOK DENOTES CALCULATED FROM FIELD MEASUREMENTS IR & C DENOTES IRON ROD & CAP �P C3 DENOTES PROPERTY LINE PG. DENOTES PAGE DENOTES MEASURED DATA COR. DENOTES CORNER �M) DENOTES IDENTIFICATION NUMBER P.O.B. DENOTES POINT OF BEGINNING ID DENOTES FLOW LINE P.O.C. DENOTES POINT OF COMMENCEMENT DENOTES TOP OF BANK I.P. DENOTES IRON PIPE TOB DENOTES TYPICAL IR/C DENOTES IRON ROD & CAP 'LS5556' TYP. DENOTES FOUND U.E. DENOTES UTILITY EASEMENT FND. DENOTES LICENSED BUSINESS P.I. DENOTES POINT OF INTERSECTION p j.U. DENOTES OVERHEAD UTILITIES L.S. DENOTES LAND SURVEYOR DENOTES WATER METER DENOTES ELEVATION (TYPICAL) ® DENOTES SANITARY MANHOLE O O DENOTES DRAINAGE MANHOLE GENERAL NOTES 1) Reproductions of this map and report are not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. 2) Descriptions shown hereon provided by the client and/or their agent and is in according to the engineering drawings prepared by Kimley Horn and Assoc. 3) Underground foundations and improvements were not located as part of this survey. 4) Overall parcel contains 5.47 Acres, more or less. 5) The last date of field work was July 16, 2009. 6) The bearings shown hereon are relative to the north line of subject parcel and is assumed to bear S89'46'59"E. According to the survey for the project in question, prepared by Steve J. Brown; 619 East 5th Street Stuart FI. 34994. 7) The formboard Information shown hereon is based on field measured information unless otherwise noted. 8) The Specific Purpose of this survey is to locate and measure the building currently under construction and to show the offsets to the adjoining property lines. 9) The description shown hereon looks to be in error as to the point of beginning. it is the opinion of the this surveyor the a point shoul a "begin at the south west corner of lot 4" Michael T. Owen P.S.M. Professional Surveyor & Mapper No. 5556 D e: FORM BOARD SURVEY • GEOMATICS SERVICES Inc. GOLDEN CORRAL PROFESSIONAL SURVEYORS& MAPPERS 3815 S.W. Savoy Dr. PALM CITY, FLORIDA D�) 1 PREPARED FOR:16 (772) 349-4476 FAX (772) 408-4208 MERCON CONSTRUCTION CERTIFICATE OF AUTHORIZATION LB# 7673 REVISIONS Z:109 Projects109.037 Golden Corra11DW&ACAD-09-037.dwg, 7120/2009 10:52:36 AM, Adobe PDF, mto24x36,mto24x36 FIELD BOOK: 08-001 SHEET OF 2 SCALE : 1"= 60' DRAWN BY: ERM JOB No.: 09-037 EFB FILE N/A CHECKED BY. MTO PAGE: 13 A I� L L D NODID 04 CM .4 - N 0.11' W 0.65' �a�9 SET IB FND 1/2- 0 IP O NO ID r S o.1Y.w 0.66' J i 1 1 FND 5/ - . IB No ID N au' w 5.45• i SET IB 'POINT OF BEGINNING )SW CORNER LOT 4, -BLOCX 4 I I I I LAND USE: COM (ST. LUCIE COUNTY) ZONING: CG (ST. LUCIE COUNTY) 90' LAND USE: OSC (CITY OF PSL) % ZONING: OSC (CITY OF PSL) S89'46'59"E 403.2' LOT 4, BLOCK 4 3621r (D) INVERT MES A\ ELEV. - 11.47' \\ LAND USE: COM (ST. LUCIE COUNTY) \ \LCPP \\\ \ \\ ZONING: CG (ST. LUCIE COUNTY) oy \\ SITE UNDER CONSTRUCTION CF- 578.07 EXISTING FORM BOARDS 7/16/0GN- .7 4.32t 53.47' o rn BENCHMARK #2\ W/ 4049 IN ° \\ TOP - 14.39' SET IB \\ LOT 3, I BLOCK 4 O \\ � 1x z. V O `\ GtJ� \\ SCALE: 1 "=60' 1.99' 1.99' 0_.ok kox A F \\ Y' \\\ J \\ L \\ \\ \\ Q° \\ \\ \\ 0 \ \\ t6 \\ 1 \\ N CPP ANCHOR O� 05� \\ \� BENCHMARK #1 LOT 2 'I SET PK d W BLOCK 4 W/ 4049 TOP m 15.90' I N0215'36'E` ��� /v EOP 121.9J i ASPHALT C — 4 g CURB INLET TOP 14.&5' SSMH TOP = 18.54' � S89'46'59"E ,� 765.36 m ®� e Ci sET PK ASPHALT i SOUTH UNE LOTS 3 a, 4 �'� l ' LAND USE: CG (CITY OF PSL) N / LAND USE: CG (CITY OF PSL) 6000 •E CURB GUUT1T71�1ER/ — ZONING: CG (CITY OF PSL) ZONING: CG (CITY OF PSL) ��I sa94659'E 1s0.89 s 9 00� 60.00' ACCESS EASEMENT ENT ANDBOOK 14667. O.R. PAGE 1269 WESTERLY RIGHT-OF-WAY LINE US HIGHWAYNa 1 (FEDERAL HIGHWAY) LOT 14, BLOCK 4 LOT 15, BLOCK 4 LOT 13, BLOCK 4 THIS MAP OF SURVEY IS NOT VALID WITHOUT THE ACCOMPANIED SIGNED SEAMED REPORT (SEE SHEET 1 OF 2) V) W IL 0 Wo LL ' V F- M Wo LLI Q_ x Z �> 0 (; V) o N Q U) 0 V) U) N Q w W LL- M w 0 0 w Q � � U n� w U JOB No.: 09-037 SCALE : 1'= 60' DATE: 7/16/09 DRAWN BY- ERM CHECKED BY: MTO FIELD BOOK: 09-02 PAGE: 17 EFB FILE: XX—XXX CADD FILE : 09-037MAP.DWG SHEET 2 OF 2 N Z 0 5 w tr Z:\09 Projects\09-037 Golden CorraRDWGWCAD-09-037.dwg, 7/20/200910:27:39 AM, Adobe PDF, mto24x36,mto24x36 T Project No.05125.00 A;tea *, ■ i A AMPERES JT JOINT A/C AIR CONDITIONING LAV LAVATORY ADD'L ADDITIONAL LIN LINEAR AFF ABOVE FINISH FLOOR LP LOW POINT ASF ABOVE SUB FLOOR LT LIGHT ATS ABOVE TOP OF SLAB LTG LIGHTING ALT ALTERNATE LVL LAMINATED VENEER LUMBER ALUM ALUMINUM MAX MAXIMUM APPROX APPROXIMATE MC MECH. CONTRACTOR BD BOARD MCB MAIN CIRCUIT BREAKER BLDG BUILDING MECH MECHANICAL BLK BLOCK MFR MANUFACTURE (R) (ING) BLKG BLOCKING MIN MINIMUM BM - BIG BEAM BOTTOM MISC MISCELLANEOUS BRIG BEARING MLO MAIN LUGS ONLY B/ BOTTOM OF MO MASONRY OPENING C CONDUIT MT MOUNT CB CIRCUIT BREAKER MTD MOUNTED C/C CENTER TO CENTER MTGHT MOUNTING HEIGHT CJ CONSTRUCTION JOINT MTL METAL CKT CIRCUIT N NORTH OR NEUTRAL CLG CEILING NEC NATIONAL ELECTRIC CODE CUR CLEAR NIC NOT IN CONTRACT CNTR CENTER NO or NUMBER CENTER LINE NOM NOMINAL CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE CO CLEAN OUT O.C. ON CENTER COL COLUMN OD OUTSIDE DIAMETER CONIC CONCRETE OPNG OPENING CONSTR CONSTRUCTION OPP OPPOSITE CONTR CONTRACTOR PC PLUMB. CONTRACTOR CONT CONTINUOUS PLMB PLUMBING DET DETAIL PLYWD PLYWOOD DIA DIAMETER PNL PANEL m DIAMETER PNLBD PANEL BOARD DIM DIMENSION PREFAB PREFABRICATED ON DOWN PROJ PROJECT DS DOWNSPOUT PVC POLYVINYL CHLORIDE DW DWG DRY WALL DRAWING R RADIUS R RISER EA EACH RD ROOF DRAIN EC ELEC. CONTRACTOR RECEPT RECEPTACLE EF EXHAUST FAN REINF REINFORCING EL ELEVATION REQ'D REQUIRED ELEC ELECTRIC (AL) RES RESILIENT ELEV ELEVATOR REV REVISION EM EMERGENCY RM ROOM EPS EXPANDED POLYSTYRENE RO ROUGH OPENING EQUIP EQUIPMENT RTU - ROOF TOP UNIT EW EACH WAY SAC SUSPENDED ACOUSTICAL CEILING EWC ELECTRIC WATER COOLER SAC-1.1 HOUR RATED EWH ELECTRIC .WATER HEATER SECT SECTION EXIST EXISTING SHT SHEET EXP JT EXPANSION JOINT SIM SIMILAR EXT EXTERIOR SPEC SPECIFICATIONS FA FIRE ALARM STL STEEL FD FLOOR DRAIN STRUCT STRUCTURAL FDN FOUNDATION STRL. STRUCTURAL FIN FUR FINISH FLOOR TEL TELEPHONE - FT FEET T & 8 'TOP AND BOTTOM FIG FOOTING T & G TONGUE AND GROOVE GALV - GALVANIZED T TREAD GC GENERAL CONTRACTOR T/ `TOP OF GFI GROUND FAULT INTERRUPTER TYP TYPICAL GND GROUND. LION UNLESS OTHERWISE NOTED GYP GYPSUM V VOLTS HOW HARDWARE VCT - VINYL COMPOSITION TILE HM HOLLOW METAL VERT VERTICAL HORIZ HORIZONTAL VWC VINYL WALL COVERING HP HIGH POINT OR HORSE POWER WC WATER CLOSET HT HEIGHT WD WOOD HVAC HEATING/VENTILATION/AIR CONDITIONING WH WATER HEATER ID INSIDE DIAMETER WP WATER PROOF IN INCH WR WATER RESISTANT INFO INFORMATION W/ V4TH INSUL INT INSULATION INTERIOR W/O WITHOUT INV INVERT WWF WELDED WIRE FABRIC JB JUNCTION BOX XFMR TRANSFORMER Architect / Engineer: LMHT ASSOCIATES 2805 Meridian Parkway 32869 Durham, North Carolina 27713 (919) 5 -- 087 THERMAL ENVELOPE ELECTRICAL SYSTEM AND EQUIPMENT BUILDING DATA METHOD OF COMPLIANCE: METHOD OF COMPLIANCE: OCCUPANCY: GROUP A2 - ASSEMBLY (RESTAURANT) PRESCRIPTIVE _ PERFORM ANCE_�./_ ENERGY COST BUDGET_ PRESCRIPTIVE _ PERFORMANCE .ENERGY COST BUDGET- OCCUPANT LOAD: FIXED SEATING: 388 EMPLOYEE: 30 ROOF/CEILING ASSEMBLY (EACH ASSEMBLY) LIGHTING SCHEDULE LAMP TYPE REQUIRED IN FIXTURE: SEE "E" DRAWINGS TOTAL: 418 DESCRIPTION OF ASSEMBLY: "FLAT" ROOF NUMBER OF LAMPS IN FIXTURE: SEE "E" DRAWINGS MIXED OCCUPANCY? _YES" _%Z_NO ROOF MEMBRANE OVER 5/8" PLYWOOD DECK, BALLAST TYPE USED IN THE FIXTURE: SEE "E" DRAWINGS WOOD ROOF STRUCTURE AND 6" BATT INSULATION, NUMBER OF BALLASTS IN FIXTURE: SEE "E" DRAWINGS CONSTRUCTION TYPE: V-B (WOOD - UNPROTECTED) AND ACOUSTICAL CEILING TILE. TOTAL WATTAGE PER FIXTURE: SEE "E" DRAWINGS U-VALUE OF TOTAL ASSEMBLY: 0.042 (BTU/HR.-Ft' -'F). TOTAL INTERIOR WATTAGE SPECIFIED VS. ALLOWED: 22,507W VS. 22,558W SPRINKLED? '/_YES ---NO (PER SECT. 903.3.11) R-VALUE OF INSULATION: R-19 BATT TOTAL EXTERIOR WATTAGE SPECIFIED VS. ALLOWED: SEE SITE DRAWING SKYLIGHTS IN EACH ASSEMBLY: NONE EQUIPMENT SCHEDULES WITH MOTORS (NOT USED FOR MECHANICAL SYSTEMS): NONE FIRE DISTRICT?_YES U-VALUE OF SKYLIGHT: MOTOR HORSEPOWER: �(�10 TOTAL SQUARE FOOTAGE OF SKYLIGHTS IN EACH ASSEMBLY: NUMBER OF PHASES: MINIMUM EFFICIENCY: BUILDING HEIGHT. 21'-0' DESCRIPTION OF ASSEMBLY: "SLOPED" ROOF MOTOR TYPE: BY OTHERS FIBERGLAS SHINGLES OVER "TECTUM" ROOF DECK III OF POLES: NUMBER OFSTORIES: 1 WOOD ROOF STRUCTURE - PART EXPOSED, PART WITH ACOUSTICAL CEILING TILE. MEZZANINE: --YES �(_NO U-VALUE OF TOTAL ASSEMBLY: 0.081 (BTU/HR.-Ft' -F) R-VALUE OF INSULATION: R-10.5 TECTUM GROSS BUILDING AREA: SKYLIGHTS IN EACH ASSEMBLY: NONE U-VALUE OF SKYLIGHT: GROUND FLOOR: 11,417 S.F. TOTAL SQUARE FOOTAGE OF SKYLIGHTS IN EACH ASSEMBLY: MEZZANINES: 0 TOTAL• 11,417 S.F. EXTERIOR WALLS (EACH ASSEMBLY) ALLOWABLE AREA: TABLE 503 - 6000 S.F. DESCRIPTION OF ASSEMBLY: (HORIZ. SIDING, 1/2' SHEATHING, 6" BAIT, 2x6. AREA INCREASE? YES WOOD STUD, 1/2" GYP. BDJ _NO U-VALUE OF TOTAL ASSEMBLY: 0.05 CODE REFERENCE: 506.3 R-VALUE OF INSULATION: R-19 ME{HIWICAL.SYSTEMS SETtVICE SYSTEMS. CALCULATIONS: OPENINGS (WINDOWS OR DOORS WITH GLAZING): 30OX INCREASE FOR SPRINKLERS U-VALUE OF ASSEMBLY: 0.55 (BTU/HR-Ft' -F) AND EQUIPMENT (3) (60DO) - 18,000 S.F. INCREASE .SHADING COEFFICIENT: 0.744 TINTED, 0.895 CLEAR GLASS METHOD OF COMPLIANCE: ALLOWABLE ! _ 6,000 + 16,000 = 24,000 s.f. PROJECTION FACTOR: 0.700 rxESOIIPINE ENERGY car el0crr I LOW E REQUIRED, IF APPLICABLE: NO _ DOOR R-VALUES: 1.67 EXTERIOR DIMM C"I3IaNS: WINTER DRY BULB: 397 : •F LIFE SAFETY SYSTEM WALLS ADJACENT TO UNCONDITIONED SPACE (EACH ASSEMBLY): NONE S ERDIY. BmB: 90 DESIGN LOADS BUILDING CATEGORY: IC ROOF DEAD LOAD: 20 PSF ROOF LIVE LOAD: 20 PSF WIND LOADS: BASIC WIND SPEED = 140 MPH I (WIND) = 1.0 CATEGORY II ENCLOSED BUILDING GCq = t 0.18 EXPOSURE = 8 MWFRS PRESSURE - 31 PSF NET UPLIFT SEE TABLE I__1 ;I 1111� 0 1 ELEMENT ZONE TRIB. AREA PRESSURE (S.F.) (PSF) ROOF CORNER 10 - -67.2+31.4 20 -62.7+29.6 50 -56.8+272 100 -52.3+25.4 EDGE 10 -67.2+31.4 20 -62.7+29.6 50 -56.8+27.2 100 : -523 +25.4. INTERIOR 10 -43.3+31.4 20 -42.4+29.6 50 -41.2 +27.2 100 -40.3+25.4 WALL EDGE 10 -58.3+46.3 20 -55.1 +44.7 50 -50.9 +42.6 100 -47.7+41 INTERIOR 10 -49.3+46.3 20 -47.7+44.7 50 -45.6+42.6 100 -44 +41 OVERHANG EDGE 10 -65.7+1 20 -65.7 +10 50 -65.7 +10 100 -65.7+10 INTERIOR 10 -110.6 +10 20 -99.8+10 50 -85.5+10 f00 -74.7+10 PARAPET INTERIOR 10 -62.7+80.7 20 -59.6+74.6 EDGE 10 -71.7+80.7 20 -66.9 +74.6 DESCRIPTION OF ASSEMBLY: w MINT UL31© CMNS: WINLeR MY MM: ro•F EMERGENCY. LIGHTING: YES U-VALUE OF TOTAL ASSEMBLY: SUq*R DRY WW: S'F __NO R-VALUE OF INSULATION: RELAT RBuom: sOu G' EXIT SIGNS: v .YES _NO OPENINGS (WINDOWS OR DOORS WITH GLAZING): BLatD.>Nc i]EarnaG LO'U: 331.ONEH U-VALUE OF ASSEMBLY: BLRL➢F COOLI LOAF) 906,7 ABH LOW E REQUIRED, IF APPLICABLE: MECHINdCAL SPACE CMIM" SYSTIM LE[f9X FIRE ALARM SYSTEM: ---,LYES _NO DOOR R-VALUES; U4TARY M rx RTO #2 M #3 M e4 IF U x5 SMOKE DETE 11ON SYSTEM: M �LYES NO WALLS BELOW GRADE (EACH ASSEMBLY): NONE UESUQPFILW OF UM HEATING. ErrmANcr: 81% GAS Hf. al% � 331ON G15 NE. alas � 171 TON G0.5 NT. sr % � 81 % LAS HI'. alas � 8M 70N fA5 W. ate L BASIC SEISMIC FORCE RESISTING SYSTEM =SHEAR WALLS DESCRIPTION OF ASSEMBLY: COO11%EFFR3 CY: EENR.O EERR.O EERu.s EER9.5 EMU.z PANIC HARD ARE: ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE U-VALUE OF TOTAL ASSEMBLY: Beni OUM OF Ur : 136.8I 1%M11 131 MH 211 ref 105 MH __-.LYES --NO R-VALUE OF INSULATION: COOLING GU1W OF uur: 3s31EH 106 MH 206 MH 285M 10I MH FLOORS OVER UNCONDITIONED SPACE ASSEMBLY): NONE M"IM aaurR. NINE EXIT ` REQUIREMENTS (EACH Ear eaaH=IENr EEP1aEncEs: LATERAL DESIGN CONTROL DESCRIPTION OF ASSEMBLY: U-VALUE OF TOTAL ASSEMBLY: Eplmnevr saEGUEEs wrm rmrORs (mECHwIaE srsraa) Uer mxmslEARTHQUAKE 6 DEAD END LIMIT - MAX.CONDITION: _ WIND R-VALUE OF INSULATION:. MICH MEPMR: 20 FEET ALLOWED Or ems; TRAVEL DISTANCE TO EXIT - MAX. CONDITION: SOIL: FLOORS SLAB ON GRADE rmm,3m LTFIaENa: 250 FEET ALLOWED SOIL BEARING CAPACITY PRESSUMED = 2,000 PSF DESCRIPTION OF ASSEMBLY: 4" CONCRETE ON 4" CRUSHED STONE INONR TYPE: F 04 OF POEEs:. NUMBER. OF EXITS E REQUIRED: 2 SOIL BEARING CAPACITY FIELD TESTED = 2,500 PSF U-VALUE OF TOTAL ASSEMBLY:0.89 R-VALUE OF INSULATION: 0 NUMBER OF EXITS PROVIDED: 6 HORIZONTAL/VERTICAL REQUIREMENT: NONE EXIT WIDTH REQUIRED: EXIT WIDTH PROVIDED: SLAB HEATED: NO TABLE 1003.2.3, 0.15" PER PERSON (2) 36"=72" TOILET FACILITIES 0.15" (418)=62.7" (2) 72"=144" (1) 42"=42" 418 PEOPLE = 209 MALE ; 209 FEMALE 50% THRU FRONT=31.e (2) 48"=96" TABLE 403.1 - RESTAURANTS 354" UNISEX REQ'D PER SECT. 1109.2.1 FRONT = 144" REQUIRED .N(C. URINALS LAY FEMALES 3 - 2 MALES 2 1 2 UNISEX 1 - 1 PROVIDED AC URINALS LAY FEMALES 5 - 2 MALES - 2 2 2 UNISEX 1 - 1 TES 11.. FOR JOIST & JOIST GIRDER DESIGN A 5 PSF DEAD LOAD MAY BE UTILIZED TO OBTAIN THE NET UPLIFT PRESSURES. 2.. NO ALLOWABLE STRESS INCREASES ARE PERMITTED FOR ANY COMPONENT. 3. WALL EDGE ZONES ARE 6'-5" FROM ALL CORNERS, PARKING SPACES REQUIRED: 155 MIN. OR PER LOCAL ORDINANCE WHICHEVER IS GREATER PROVIDED: SEE SITE PLAN REGULAR HANDICAP Ea FIRE RESISTANCE RATINGS DET./SHEET % WALL ASSEMBLY REQUIRED PROVIDED SHOWN ON OPENING PARTY / FIREWALL N/A N/A - EXTERIOR BEARING WALL EAST 0 HR 0 HR 6/A9 11% (NL) NORTH (REAR) 0 HR O HR 5/A10 4% WEST 0 HR 0 HR 3/A11 4% NL SOUTH (FRONT) 0 HR 0 HR 4/A6 42% NL� EXTERIOR NON -BEARING WALLS EAST 0 HR 0 HR - - ((NL) NORTH (REAR) 0 HR 0 HR - (NL) WEST 0 HR 0 HR - _ NL SOUTH (FRONT) O HR 0 HR - NL UL PENETRATIONS INTERIOR WALLS TEST NUMBER BEARING 0 HR 0 HR - - NON -BEARING 0R 0 HR - - .TENANT SEPARATION N/A - - - CEILING/FLOOR ASSEMBLY 0 HR N/A - - BEAMS 0 HR 0 HR - -. COLUMNS 0 HR 0 HR - - CEILING/ROOF ASSEMBLY 0 HR 0 HR - - VERTICAL SHAFTS N/A -- - - CHASES N/A - MIXED OCCUPANCY SEPARATION N/A® - - TENANT SEPARATION N/A - UTILITIES LIGHTING: TOTAL LIGHTS 1.51IAI ELECTRIC; TOTAL CONNECTED LOAD 535.7 KVA TOTAL DEMAND LOAD 3S7.3 KVA PLUMBING; FIXTURE UNITS SERVED 184.75 FIXTU!!RE DEMAND 89.S GPM GAS: TOTAL GAS DEMAND 2366 MBH A A DESIGNERS OF RECORD DISCIPLINE NAME LICENSE B TEL NUMBER ARCHITECT: LEE N. MEHLER 011523 919 544-0087 ELECTRICAL: ALAN E. CAVE 59658 ' M93 544-0087 MECHANICAL- N. RAY THORNTON 59658' (919) 544-0087 PLUMBING: N. RAY THORNTON 59658 (919) 544-0087 STRUCTURE: DAVID F. IMPSON 62535 (864) 271-8869 CIVIL: BY OTHERS SPRINKLER: BY OTHERS FIRE ALARM: BY OTHERS LIST OF DRAWINGS 6 6 nnn T1 - TITLE SHEET 0 6 4 3 z ADl -- ADDENDUM LIST & SITE -SPECIFIC CHANGES 0 I_S1 -- LIFE SAFETY PLAN �¢ 0 151 - STRUCTURAL FOUNDATION PLAN © A4A3 32 -- STRUCTURAL FRAMING PLAN 133 -- STRUCTURAL CROSS SECTIONS :34 -- FOUNDATION DETAILS 35 -- FRAMING DETAILS 136 -- FRAMING DETAILS 4 3 Al - FLOOR PLAN A© A2 - REFLECTED CEILING PLAN /4\/3\ A3 - FLOOR AND WALL FINISH PLAN �© A4 - FINISH & DOOR SCHEDULES A5 - EXTERIOR ELEVATIONS A A6 - EXTERIOR ELEVATIONS 0© A7 - INTERIOR DINING ELEVATIONS 444 A7.1 - NOT USED A8 - BAR DETAILS & 0 ABA - SOFFIT PLAN & GRAPHICS DETAILS A\ A9 - WALL SECTIONS & DETAILS A10 - WALL SECTIONS & DETAILS 0 All - WALL SECTIONS & DETAILS Q © Al2 - WALL SECTIONS & DETAILS L] A13 - WALL SECTIONS & DETAILS A14 - WALL SECTIONS & DETAILS �+ A15 - WALL SECTIONS & DETAILS A16 - ENLARGED TOILET PLAN & TOILET ELEVATIONS 4 3 z A17 - INTERIOR ROUGH -IN ELEVATIONS As A18 - COMPACTOR ENCLOSURE Q 7 0©0 F1 - EQUIPMENT PLAN Q 4 z F2 - EQUIPMENT SCHEDULE 4 3 F3 - SERVING LINE SHOP DWGS & SERVER STATIONS 1 & 2 F4 - NOT USED F5 - NOT USED 0 F6 - NOT USED F7 - BAR/CURB LAYOUT PLANS �® 1 ® -ROOF PLAN FASTI°PER SPACING Q L•1Cil P1 - WASTE & VENT PLAN & ROUGH -IN 0 P2 - SUPPLY PLAN & ROUGH -IN A©© P3 - WASTE RISER DIAGRAM A\13\12\ P4 - SUPPLY RISER DIAGRAM ® Q©® P5 - SPECIFICATIONS & GENERAL DETAILS ® & P6 - GENERAL DETAILS 4[A3© P7 - PLUMBING ROUGH -IN ELEVATIONS nt A3A P8 - PLUMBING ROUGH -IN PLAN De Q® PM1 - PLUMBING/MECHANICAL ROOF PLAN Da 4 3 Mt - MECHANICAL PLAN © M2 - MECHANICAL NOTES AND SCHEDULES 0 M3 - MECHANICAL DETAILS M4 - MECHANICAL SECTIONS M5 - MECHANICAL CONTROLS - LENNOX M6 - MECHANICAL CONTROLS - TRANE (ALTERNATE) ©® E1 - LIGHTING PLAN QQ E2 - POWER PLAN & ROUGH -IN E3 - ELECTRICAL DETAILS Q E4 - PANEL & RISER(S) E5 - ELECTRICAL ROUGH -IN ELEVATIONS E6 - ELECTRICAL CONTROLS - LENNOX E7 - ELECTRICAL ROOF PLAN E8 - ELECTRCIAL CONTROLS - TRANE (ALTERNATE) 4 3 VI - HOOD SHOP DRAWINGS QQ V2 - HOOD SHOP DRAWINGS V3 - HOOD SHOP DRAWINGS V4 - HOOD SHOP DRAWINGS Q V5 - HOOD SHOP DRAWINGS (>)Q V6 - HOOD SHOP DRAWINGS Q V7 - HOOD SHOP DRAWINGS V8 - HOOD SHOP DRAWINGS SP1 - SPECIFICATIONS ® © SP2 - SPECIFICATIONS Al 0 SP3 - SPECIFICATIONS �� SP4 - SPECIFICATIONS SP5 - SPECIFICATIONS NOTE : CIVIL/SITE', DRAWINGS BY OTHERS SPRINKLER DRAWING AND DESIGN BY SPRINKLER CONTRACTOR DI EWE" 2 `. ELEMENT TITLE DETAIL NUMBER MINN•••- T�Li c • �- DRAWING NUMBER DETAIL NUMBER DETAIL MARKS B6 A5 DRAWING NUMBER ELEVATION MARK G6/A4 DRAWING NUMBER ELEVATION NUMBER F-0'""I SECTION MARKS SECTION NUMBER rr DRAWING NUMBER 2/A4 ROOM NAME ROOM NAME/NUMBER ROOM 100 ROOM NUMBER DOOR NUMBE,I: 6101 BLOCKING NUOI,18 'R L� FLOOR BASE WALL CEILING liNTERIOR FINISH FI BI WI CI EXTERIOR FINISH O EOUIPMENT NO. i o0 d ;2 Zm w ,gym EP o N O }{ m do L'4) b� 0 u c a 1� oa IW m �r Ha I sW2 W N �wPgg�a �W=gym �j 0K02�*4��Sfi �UIW S ZF� O MV8 uh €���aKjg�2SF Wopnd� O 1(1OjW OFUy4�F,g OR 6a �CKr�-m{IJi OZ OQ¢ za�MHW3muzZ�ZoZ<Z�oOg Zo <�06 K 0 OWWZp�WW a[ZN]O Cs15 F3WN 'Grm�jo5za�� < as0�4K� CWxu OW OW �N� W{.'R W•f m0 W SWS< <�Z<HW �F6 �LLF-N OZ 3OWZ� 00 mI n 00 O LL EU rJ w N�Ld (n _ Ld 01 O C 0 3 W ® O J J 0 a� Revisions THRU ADDENDUM "A" 1/20/06 &HEALTH COMMENTS 5/21/08 &IIPOIIE TO QJMT STANDNE 7/2/II9 a CITY COMMENTS 1/5/09 &PLUMBING CHANGE 1/19/09 Qs ENERGY DESIGN 2/5/09 &CODE COMMENTS 2/26/09 &e CODE COMMENTS 4/23/09 PROJECT DATE 04/02/08 DRAWN BY CDK/KEW CHECKED BY NRT/RAM/GRL Sheet No. T1 CHASNGES TO PROTOTYPE FOR SPECIFIC SITE INITIAL /15/0s DATE F ro)ect No. U5115.UU CHANGES TO GC11 M .7.1 PROTOTYPE GENERAL NOTESITEM #1 FROM GC11MC.6.0 ADD. �F� PROTOTYPE DATE 06/17/05 1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS & INSPECf10NS REQUIRED FOR CERTIFICATE OF OCCUPANCY. 1. PARAPET WALL OWITED 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF FEDERAL, STATE, AND LOCAL CODES, LAWS, RULES, & REGULATIONS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION. IN CASE OF CONFLICT BETWEEN ITEM # DESCRIPTION REQUIREMENTS, THE MOST RESTRICTIVE SHALL APPLY. 2. VESTIBULE ENTRY 1. ADDED GENERAL NOTE #19 TO SHEET M2 FOR HVAC START-UP WITH "M.C. SHALL BE PRESENT DURING E.O.C. 3. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY SHORING AND BRACING FOR ALL STRUCTURAL ELEMENTS AS REQUIRED UNTIL NEW STRUCTURAL MEMBERS ARE PERMANENTLY INSTALLED, WHETHER INDICATED ON THE DRAWINGS OR 3. BRICK WAINSCOT ALL AROUND NOT. IF THE CONTRACTOR IS UNSURE WHETHER OR NOT TO PROVIDE TEMPORARY SHORING AND BRACING HE SHALL ASK THE ARCHITECT OR STRUCTURAL ENGINEER, IN WRITING, PRIOR TO COMMENCEMENT OF WORK. 2. ALL HOOD CONTROL PANELS SHOWN ON Ml. 4. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND CRITICAL DIMENSIONS PRIOR TO COMMENCEMENT OF WORK, AND SHALL NOTIFY OWNER &ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. 3. 18" CLEARANCE REQUIREMENT FOR "TYPE 1" HOODS PER CODE FOR CLEARANCE TO COMBUSTIBLE MATERIALS AT SUPERSTRUCTURE. CLARIFIED ON 4. MODULAR BARS W/SNEEZEGUARD ASSEMBLIES ATTACHED TO CABINETS and "THIN -WALL" BAFFLE SUPERSTRUCTURES / NON -MODULAR BARS SHEETS A8/A8.1. 5. CONTRACTOR TO VERIFY FIT &FINISH REQUIREMENTS FOR ALL PROJECT COMPONENTS, WITH OWNER, PRIOR TO ORDERING MATERIALS. REPORT CONFLICTING INFORMATION TO OWNER PRIOR TO PROCEEDING WITH WORK. W/SNEEZEGUARD ASSEMBLIES ATTACHED TO FULL CABINET SUPERSTRUCTURES 4. LOCATED A WP/GFI OUTLET FOR HEAT TAPE AT EACH EXHAUST FAN. 6. CONRTACTOR SHALL DISPOSE OF ALL DEMOLITION & CONSTRUCTION DEBRIS AS REQUIRED BY FEDERAL, STATE, AND LOCAL ORDINANCES. . ALL TILE FLOORING IN WET AREAS TO BE OVER WATERPROOF MEMBRANE W EPDXY GROUT, -TYPICAL. 5. L.E.D. PACKAGE 5. REVISED DETAIL 7/M3 TO UPDATE GREASE DRAIN. CREATED DETAILS 2/P7/ 3 AND 3/E4 FOR UPDATED GREASE DRAIN. 6. GENERAL CONTRACTOR WILL BUILD ALL BULKHEADS AND FINISHES FOR MODULAR "THIN WALL" BAFFLES, INCLUDING HOT BAR -WITH EXCEPTION OF B. CONTRACTOR SHALL STENCIL/LABEL ON ALL RATED WALLS IN CONCEALED AREAS THE FOLLOWING: "FIRE AND SMOKE BARRIER -PROTECT ALL OPENINGS 6. ADDED ACCORDION DOOR IN BANQUET ROOM TIN ROOF AND GREEN BOARD FINISHES AT COLD BAR. ADDED SHEET A7.1 FOR BAR/SUPERSTRUCTURE ELEVATIONS AND REWORKED DETAILS ON 9. BY THE USE OF THE DRAWINGS FOR CONSTRUCTION OF THE PROJECT, THE OWNER REPRESENTS THAT HE HAS REVIEWED AND APPROVED THE DRAWINGS, AND THAT THE CONSTRUCTION DOCUMENT PHASE OF THE PROJECT IS COMPLETE. SHEET A8 & A8.1 TO SHOW FULL HEIGHT SECTIONS AND DIMENSIONED RELATIONSHIP BETWEEN BAR, CONC. CURB, SUPERSTRUCTURES AND BUILDING 7. CHANGED INCREASED UNITS: RTU-2 FROM 10 TO 12.5 TON; RTU-3 FROM 15 TO 17.5 TON; AND RTU-4 FROM 20 TO 25 TON. _ 10. CONTRACTOR SHALL COORDINATE HIS WORK NTH ALL OTHER CONTRACTORS FURNISHING THE LABOR, MATERIALS, AND ALL WORK, SO THAT THE WORK AS A WHOLE SHALL BE EXECUTED AND COMPLETED WITHOUT CONFLICT OR DELAY. COMPONENTS. 11. CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF ANY AND ALL DRAWINGS INCLUDING ARCHITECTURAL, MECHANICAL, AND ELECTRICAL ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER & ARCHITECT PRIOR TO 8. DISHWASHING AREA MODIFIED 1 - 7. FOR NON -MODULAR BAR FULL SUPERSTRUCTURES, GC SHALL BUILD BAKERY BAR SUPERSTRUCTURE, COMPLETE WITH FINISHES. BAR MANUFACTURER ANY WORK. WILL PROVIDE ENTIRE HOT BAR SUPERSTRUCTURE INCLUDING FINISHES. HOT BAR SUPERSTRUCTURE WILL BE HUNG BY GC. COLD/SOUP BAR 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT HIMSELF WITH THE DIMENSIONS OF ALL EQUIPMENT INCLUDED IN THIS PROJECT SO THAT PREPARATIONS CAN BE MADE TO PROVIDE ENTRY INTO THE FACILITY WITH SUFFICIENT CLEARANCE, AND TO ENSURE THAT ADEQUATE FLOOR SPACE IS AVAILABLE. 9. SAUTE STATION ROTATED SUPERSTRUCTURE WILL BE BUILT ENTIRELY BY G.C. NTH EXCEPTION OF TIN ROOF AND GREEN BOARD FINISHES. 13. CONTRACTOR SHALL NEVER SCALE DRAWINGS. LOCATIONS FOR ALL PARTITIONS, WALLS, CEILINGS, ETC. WILL BE DETERMINED BY DIMENSIONS ON THE DRAWINGS. ANY SUCH DIMENSIONS MISSING FROM THE PLANS MUST BE BROUGHT TO THE 10. FLORIDA TOILETS W/ UNI-SEX TOILET ADDED. 8. DETAIL FOR FINISHES "W14" & "86" SHOWN AROUND SAUTE STATION OPENING. ATTENTION OF THE OWNER & ARCHITECT IMMEDIATELY. 9. MODULAR BAR WIRING INSTRUCTIONS CLARIFIED ON SHEET E2. 14. THE CONTRACTOR SHALL ADHERE TO THE DRAWINGS AND SPECIFICATIONS. SHOULD ANY ERROR OR INCONSISTENCY APPEAR REGARDING THE TRUE MEANING AND/OR INTENT OF THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL Im �' 11. CHANGED HVAC DUCT INSULATION FROM R-5 TO R-6 TO MEET FLORIDA ENERGY CODE Q °' 10. BARS SET BY GCD ON CORPORATE STORES AND SET BY AMERICAN FOOD SERVICE ON FRANCHISEE STORES. IMMEDIATELY REPORT SAME TO THE ARCHITECT WHO WILL MAKE ANY NECESSARY CLARIFICATION, INTERPRETATION, OR REVISION AS REQUIRED. A11. ADDED A QUICK CONNECT FITTING ON SHUT-OFF VALVE AT #12 JUICE MACHINE WATER SUPPLY LOCATION. 15. IF THE CONTRACTOR DISCOVERS AN ERROR OR INCONSISTENCY AND PROCEEDS WITH WORK WITHOUT NOTIFYING THE OWNER & ARCHITECT OF ANY SUCH DISCREPANCIES, HE SHALL ASSUME ALL CHARGES AND MAKE ANY CHANGES TO HIS +% m 12. RTU CURB DETAIL CHANGED TO COMPLY NTH FLORIDA BUILDING CODE m WORK MADE NECESSARY BY HIS FAILURE TO OBSERVE AND/OR REPORT THE CONDITION. � � z m 12. ADDED NEW DETAIL FOR FOOD BAR WATER SUPPLY ON P6. i6. IF THE INTENT OF THE DRAWINGS & SPECIFICATIONS ARE UNCLEAR, THE CONTRACTOR SHALL ASK THE ARCHITECT FOR CLARIFICATION, PRIOR TO PROCEEDING WITH WORK, IN THE FORM OF A WRITTEN R.F.I. ( REQUEST FOR INFORMATION). THE der E° 13. RUN RTU CONDENSATE DRAINS TO STORM DRAIN SYSTEM VIA SCUPPERS/DOWNSPOUTS ON Roof Plan R1 (ROOF PLAN PME1 RENAMED R1). ARCHITECT SHALL THEN RESPOND IN WRITING TO ALL APPROPRIATE PARTIES. 13. CHANGED RTU-1 AND RTU-2 TO DIFFERENT REFRIGERANT (R-410A) IN ORDER TO PASS FLORIDA ENERGY CODE. N Um s� 14. VENT SHOWN ON P-TRAP/CONDENSER; DRAIN AT RTU'S. 17. CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF WORK, MATERIALS, FIXTURES, ETC. IN LEASED SPACE FROM LOSS, DAMAGE, FIRE, THEFT, ETC. 14. FULL HT. WALLS W/ WINDOWS AT SERVER STATIONS ® p� 15. ADDED NOTE ON DETAIL 4/M5 FOR CONTRACTOR TO TERMINATE ON NORMALLY OPEN (N.O.) CONTACTS. 11 18. WHEREVER THE TERM "OR EQUAL" IS USED, IT SHALL MEAN EQUAL PRODUCT AS APPROVED IN WRITING BY ARCHITECT. � 16. REVISED ROOF TOP EQUIPMENT LOCATIONS PITH ADDITIONAL MAKE-UP AIR AND PIZZA OVEN EXHAUST FAN ON SHEETS M1, ROOF PLAN R1, AND S2. 15. STRETCH BLDG. G' ON CHIMNEY END ; 19. IF THE CONTRACTOR PROPOSES A MATERIAL OR EQUIPMENT SUBSTITUTION HE SHALL PROVIDE ALL APPROPRIATE DOCUMENTATION AND INFORMATION REQUIRED FOR THE ARCHITECT TO DETERMINE WHETHER OR NOT THE SUBSTITUTION IS 17. REVISED NOTE 6/M5 TO HAVE POINT OF CONTACT BE CHERIE BOONE OR DORIS STUCKEY (2) WEEK PRIOR TO E.O.C. AND MUST HAVE A DEDICATED EQUAL TO THE SPECIFICATION. `4 o 16. STRETCH REAR WALL OUT 2x6 HONE LINE OPERATIONAL FOR E.O.C. 20. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY INWALL FRAMING REQUIRED TO CARRY SHELF, HANGING, AND VALANCE LOADS, RAILINGS, ETC. AS PER PLANS. L a C Y 18. ADDED NOTE ON 5 M5 TO CALL D'MARCUIS CHILDRESS 972 497-7290 AS SOON AS RTU'S ARE OPERATIONAL AND PHONE LINE IS OPERATIONAL TO / ( ) 21. PROVIDE SILICONE SEALANT AT ALL JOINTS AND INTERFACES OF ALL COUNTERTOPS, EQUIPMENT AND WALLS. 17. STRETCH BLDG. 2' t ON TOILET END. m m� DO "PRE -CHECK" BEFORE E.O.C.. 22. PROJECT SHALL BE LEFT CLEANED AND POUSHED AFTER COMPLETION OF WORK. '' m v 19. ADDED FIXED WINDOW BETWEEN OFFICE AND COMPUTER TRAINING ROOM - LOCAL CODE PERMITTING. 18. EXTENDED WALL TOWARD PIZZA OVEN 12" and ADDED HANDSINK BETWEEN #17 FREEZER & #67o PIZZA PREP TABLE. 0 o c 23. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL FOOD SERVICE EQUIPMENT AND COORDINATE LOCATION OF FLOOR SINKS, FLOOR DRAINS, SLOPES SLAB DEPRESSIONS AND RAISED CURBS, ELECTRICAL AND PLUMBING STUB OUTS, AND ALL o 0 20. ADDED NCP (NETWORK CONTROL PANEL) QUICK REFERENCE INFORMATION ON M3. OTHER WORK UNDER THIS SCOPE OF RESPONSIBILITY RELATED TO THIS EQUIPMENT. REFER TO OWNERS FOOD SERVICE EQUIPMENT SUPPLER FOR SPECIFIC REQUIREMENTS & REFERENCES. d N a 21. CLARIFIED AVERAGING SENSORS AND CONFIGURATION FOR LENNOX UNITS ON DETAIL 3 5. 19. ADD PAGODA STATION. 24. CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, UNCRATNG, INSTALLATION AND HOOK-UP OF ALL FOOD SERVICE EQUIPMENT AND OTHER OWNER FURNISHED ITEMS. � 22. ADDED WIRING TO #7 AND #20 TERMINALS FOR HUMIDISTAT, ON DETAIL 3/M5. 20. REVISE ALL SHEETS TO 24"X36" SHEETS PER CITY REQUIREMENTS ��o3a w=gym 25. CONTRACTOR SHALL REFER TO THESE DOCUMENTS, AS WELL AS SPECIFICATIONS, FOR IDENTIFICATION OF ALL OWNER SUPPLIED ITEMS. CONTRACTOR SHALL VERIFY WITH OWNER, PRIOR TO ORDERING, WHICH ITEMS THE OWNER SHALL SUPPLY. K'� 5 L a ALL ITEMS NOT MARKED AS 'OWNER SUPPLIED' ARE TO BE SUPPLIED BY THE CONTRACTOR. UNLESS NOTED OTHERWISE ALL ITEMS ARE TO BE INSTALLED BY GENERAL CONTRACTOR. 23. MOVED LIGHT SWITCH BANK TO WALL BEHIND CONVEYOR PIZZA OVEN #66. ��W� sR���FW- 24. ADDED NOTE ON ELECTRICAL PLANS FOR TEMPORARY POWER AND LIGHTING TO BE PROVIDED BY E.C. DURING CONSTRUCTION. 26. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL CONFORM TO THE BUILDING CODE AND LOCAL GOVERNING BUILDING CODES/ORDINANCES.w�W$ibU HEALTH DEPARTMENT COMMENTS o22S5 25. UPDATED MODEL NUMBERS ON LUMINARY SCHEDULE ON SHEET El. 27. CONTRACTOR SHALL CONTACT THE LOCAL FIRE MARSHALL, AND PROVIDE AND INSTALL FIRE EXTINGUISHERS PER THE FIRE MARSHALS DIRECTION, INCLUDING: TYPE, QUANTITY, AND LOCATIONS. AS A MINIMUM, CONTRACTOR SHALL PROVIDE FIRE 5/27/08 F�Frn mfaoiW-go EXTINGUISHERS HAVING A RATING OF 2-A10-BC FOR EVERY 3,000 S.F. OF FLOOR AREA AND TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ITEM # DESCRIPTION o >marc 26. REVISE DOWNSPOUTS TO DISCHARGE TO STORM DRAINAGE SYSTEM ON FRONT AND BACK- NOTED ON SHEETS A3, AS AND A6. zLywom"oo€off 28. THE CONTRACTOR SHALL PROVIDE SPRINKLER DRAWINGS, SIGNED & SEALED BY A STATE LICENSED SPRINKLER DESIGN ENGINEER PROVIDED SEPERATE FROM THESE DRAWINGS, AND SHALL SUBMIT FOR AND OBTAIN ALL REQUIRED PERMITS. o� 27. ADDED HOT WATER HOSE BIBB ON ROOF SHOWN ON P2, P4 AND ROOF PLAN Rl. 1. ADDITIONAL HAND SINK IN DISHWASHING AREA. iWNm «2w�p�o 29. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS OR APPROVED SHOP DRAWINGS/DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 2. REMOVAL OF 1 ITEM 89c CLEAN SHELF TABLE AND ENLARGE 1 ITEM 89c TO BE 6'-O" IN LENGTH. <� a 3ig"W �z-� 28. CHANGED NUMBER OF PHONE LINES ON E3 TO 5 LINES. () () m omw BWMEWJF5 29. SHOW ALL REMOTE ICE CONDENSERS (#41b) ON ROOF PLAN RI ONLY (REMOVED FROM Ml). 30. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES. NOTIFY ARCHITECT IMMEDIATELY IF CONFLICTS EXIST BETWEEN EXISTING UTILITIES AND NEW 3. ADDITIONAL HAND SINK IN HOT BAR AREA. ° LL `€o-6-.6F=w CONSTRUCTION. PATCH, REPAIR, AND/OR REPLACE ALL ADVERSELY AFFECTED FINISHES AND SURFACES AS REQ'D. V$m m 'oW z�o?�>o 30. REVISED DISCONNECT FOR #79 PROOFER/OVEN TO A RECEPTACLE. 4. RELOCATE ITEM 26c MEAT PREP W/ COLD PAN APPROXIMATELY V-2" TO THE LEFT. vi CE F3'F-Flo�10' ommz31. FRANCHISEES MUST SELECT THE OPTION FOR EITHER MODULAR BARS W/'THIN-WALL" BAFFLE SUPERSTRUCTURES OR NON -MODULAR BARS W/FULL 31. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR. a8�,4 Fsz9pmpw mm 6zg z 32. MATERIAL AND COLOR SPECIFICATION SHALL BE AS IDENTIFIED ON THE DRAWINGS AND SPECIFICATIONS WHEN IN QUESTION, CONTRACTOR SHALL VERIFY COLOR AND MATERIAL WITH ARCHITECT AND OWNER, PRIOR TO BIDDING OR "M2;y P�-„ gi'mo CABINET SUPERSTRUCTURES. MODULAR BARS SHALL BE THE STANDARD FOR GCD AND OPTIONAL FOR FRANCHISEE USE. ww , a$�ag rc�ow CONSTRUCTION. UPGRADE TO CURRENT STANDARDS aOm�EMc�oo?ooz� 32. ADDED SHEET E7, ELECTRICAL ROOF PLAN. 33. ALL DIMENSIONS ARE FROM OUTSIDE FACE OF STUD TO OUTSIDE FACE OF STUD, UNLESS NOTED OTHERWISE. 7/28/08 ITEM # DESCRIPTION 33. REVISED NOTE ON E7 FOR E.C. TO PROVIDE TRANSFORMERS EVERY 32'-0" FOR L.E.D. LIGHTS. o\ 34. SHOW DETAIL ON HOLD UPS WITH BAR INFO FROM AMERICAN FOOD SERVICE. 1. CHANGE WATER HEATER TO BRADFORD WHITE. o � 35. EQUIPMENT PLANS UPDATED WITH LATEST COASTAL EQUIPMENT LIST INCLUDING LATEST BAR EQUIPMENT CONFIGURATION. THE FOLLOWING ITEMS HAVE 2. NEW INTERIOR AND EXTERIOR SPECIFICATIONS. BEEN ADDED TO THE PLAN OR REVISED. 2, 14c, i6, 26c, 30, 30a, 30b, 41, 41a, 41b, 41c, 41d, 50a, 50b, 67d, 69, 70, 70a, 83a, 84, 84a, 86, 116, 3. NEW SPEC AND INSTALLATION DETAILS FOR SAFE. 116a, 118, 121. 121b & 121e. THE FOLLOWING ITEMS HAVE BEEN DELETED - 34b, 39, & 121h. ITEM #85 IS PROVIDED AS PART OF THE HOT BAR 4. ADD CHOCOLATE FIXATION STATION SIGN. (� AND IS NO LONGER SHOWN AS SEPARATE EQUIPMENT ON SHEET Fl. 5. UPDATE STEAMER EQUIPMENT. IL 36. SOFTENED COLD WATER SUPPLY TO #95 WATER HEATER ONLY. 6. UPDATE NEW HOOD/EXHAUST FAN PACKAGE, LL 37. COORDINATED "Z" GOOSE NECK LIGHTS BETWEEN F4 SHEET AND El. 7. ELIMINATE TV AND ASSOCIATED UTILITIES. 38. CHANGE COMPACTOR HUB DRAIN TO BE BY CIVIL CONTRACTOR PER CONSTRUCTION NOTE 3/P2. c OPY F7 J 8. ADD SECURITY MOTION SENSORS IN OFFICE AND BAR AREAS. 39. INCORPORATED CAPTIVE-AIRE NEW HOOD PACKAGES TO REVISED HOOD SHEETS Vi-V8. 0 9. ADD SPRINKLER SPECIFICATIONS. a 40. ADDED (1) 1 1/2" CONDUIT FROM PRIME SIGN TO ELECTRICAL ROOM FOR MARQUEE SIGN. tc- W 10. CHANGE HUB DRAIN AT 2 AND 3 COMP SINKS TO FLOOR SINKS. 0 O 0 41. REMOVED IG RECEPTACLE BY SERVING STATION #1. 0 -3 A 42. SHOW VEGGIE PREP BASKET #50a AND VICTORY SANITIZING SYSTEM #50b. Q Q CITY COMMENTS/OWNER CHANGES 43. INCREASED NUMBER OF LIGHTS UNDER HOODS. _ 2 C 44. REMOVED PUBLIC PHONES #135 IN RESTROOM HALLWAY. 1/09/09 L p ITEM # DESCRIPTION 45. INSTALL HVAC IN NEW COMPUTER TRAINING ROOM SHOWN ON SHEET MI. I J J 0 1. PROVIDE LIFE SAFETY PLAN - DRAWING LS1. 46. REVISED FLOOR FINISHES AT BARS - 1 TILE AT BAR CURBS, THEN 24" CARPET STRIP TO 71" CARPET. (SHEETS A3 AND DETAIL 4/A7). THESE PLANS AND ALL PROPOSED WORD 2. PROVIDE LANDSCAPE PLANS -DRAWINGS LA1 AND LA2 47. DEPRESS SLAB 2" AT #20 STEAMERS FOR MUD SET QUARRY TILE AND SLOPE TO TRENCH DRAIN. AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 3. REWORK BAFFLES AT FOOD BARS. 48. UPDATED FRENCH DOOR HARDWARE SPECIFICATION ON SHEET SP4 . COOLER/FREEZER ALUMINUM BASE MAY BE NECESSARY IN ORDER TO 4. APPLY GRAPHICS ON FOOD BAR BAFFLE IN LIEU OF "FAUX" CABINETRY. � 50. BACKFLOW PREVENTER FOR WATER MAIN REVISED TO BE SHOWN HORIZONTAL. COMPLY WITH ALL APPLICABLE CODES. 5. UPDATE FINISHES TO CURRENT 12.5 FINISH PALLET. MBY ICS. 51. CLARIFIED DIRECTIONAL FLOW OF HVAC DIFFUSERS AT HOT BAR. 6. REPLACE EXISTING U-SHAPED SERVING BAR WITH L-SHAPE SELF -SERVE BAR AND ICE PROGRAM _ - 52. CLARIFY ON SITE SPECIFIC PLANS - HARDI-BOARD SIDING VS. VINYL. 7. SHIFT RTU'S 2, 3, 4 AND SF-1A TO WORK WITH NEW BAFFLES AT FOOD BARS. im im 53. ADDED SHEET P-8 PLUMBING ROUGH -IN PLAN FOR CLARITY. 54. MODIFIED GAS RISER TO SHOW ALL REGULATORS TO BE IN THE HORIZONTAL POSITION, SHOWN ON P5. PLUMBING CHANGE 1/19/09 ADDENDUM NO. "A" (FROM C01MC.7.1 PROTOTYPE) DATE: 1/12/06 OMMD ITEM # DESCRIPTION rim ITEM # DESCRIPTION [ENERGY CHANGES SANITARY SEWER CONNECTION LOCATIONS. 1. MODULAR BARS REVISED TO SHOW ELECTRICAL PANELS IN BASE CABINETS IN LIEU OF J-BOXES IN EACH SECTION. NON -MODULAR BARS REVISED TO CHANGED GREASE INTERCEPTOR TO (6) 1250 GALLON INTERCEPTORS. Revisions SHOW ELECTRICAL PANELS W/SEPARATE ELECTRICAL SCHEDULE FOR EQUIPMENT WIRED THRU OVERHEAD FULL SUPERSTRUCTURES THRU ADDENDUM "A" 2. SEATING REVISED TO SHOW "TABLES ONLY" OPTION VS. "TABLES & BOOTHS OPTION". 1/20/06 3. EQUIPMENT PLANS UPDATED WITH LATEST COASTAL EQUIPMENT SPECIFICATIONS - THE FOLLOWING ITEMS HAVE BEEN ADDED TO THE PLAN OR DESIGN REVISED. 2a, 9, 10ew, (SHOWN OPTIONAL) 17, 17a, 20b, 27a, 48, 61, 64a, 67d, 710, 77, 82. ITEM #10 ROTISSERIE IS REVISED TO SHOW BASE ITEM # DESCRIPTION 2/5/09 Q2 HEALTH COMMENTS 5/21/08 QI)ppATL TO QNWT STAIM 1/711/08 CABINET CBS-32 INCLUDED W/EQUIPMENT. CABINET BASE TO BE OMITTED IF OPTIONAL ITEM #10ew IS SELECTED. 1. CHANGE ALL ROOF TOP UNITS (RTUS) TO USE R-410A REFRIGERANT. Q4 CITY COMMENTS 1/5/09 4. PLANS ARE REVISED TO SHOW TRANE ALTERNATE WITH NOTES AND ALTERNATE CONTROL DIAGRAMS. 2. CHANGED ALL RTUS TO BE HIGH EFFICIENCYY. Q5 PLUMBING CHANGE 1/19/09 3. RTU'S 1 AND 2 CHANGED FOOT PRINTS (WITH DUCTWORK CHANGES). QENERGY DESIGN 2/5/09 4. GAS LOAD CHANGES ASSOCIATED WITH RTU CHANGES (WITH LAYOUT CHANGES). ACODE COMMENTS 2/26/09 CODE COMMENTS Qa CODE COMMENTS 4/23/09 ITEM # DESCRIPTION 2/26/09 PROJECT DATE 04/02/08 1. UPDATE CURRENT DOOR SPECIFICATIONS TO MEET FLORIDA CERTIFICATION/ INCREASE SHEATHING WIDTH FROM 1/2" TO 5/8" AS REQUIRED DRAWN BY BY FBC. KEW 2. SPECIFY ANCHORAGE OF "TECTUM" AND ROOF SHINGLES IN THEIR SPECIFICATIONS 3. ADDED SHEET R2 WITH ROOF PLAN FASTENER SPACING CHECKED BY GRL Sheet No. AD1 7. \ onns\ nql os\ Anl A A.7 a..,.. A... on onno-i. o7-- Project No.05125.00 rCo -N O ... ... ..... _ -r,. _________ .. :. .. .. .. .... HALL : n T26 - DISHWASHING-`---_bTILTrY RM� s 122 129 b w COMPACTOR 0 O I i t ACCESS ROOM o 0 ! - (C 131PRODUC �_- , -' COOLER REE E �. F126.. ------ I I f F I E[EjEo r-1 L L BUTCHER BUTCHE ' - ,3o COOLER ~`30KING NI Al 127 ; I t124 DI __"____-___ " , I 106 J J • • �� WOMEN -El m __ _ m A RY r F F -' U a t x -- --- -- — -_ _ -- ` C LER ' 3 BAKERY/ r 1 r:.:_} J t_ J - a ---i DESSERT BA ' - -..- - b r ,F 171 m SOUP/ o El POTATO B -- I (I - u MEN HALL COLD BAR „9 !ill�l' , 115 ®,� y 120 f d „4 „6 HOOT BAR 0 . , , ° ; r' , ( '; -I 0 = 1 J 1 J 1 'l- INlAZ�s€a m --------------------_.-_. .. V J l_ _J _. , ( 1 r rcwOZLu o��3� I- --__ - _ J '_-_ O� wz2T5a1 �ga xF��g OJ�W�O O SERVERH. ° -{4g 1 STATION 1 _- \,• L._J \._J �._✓ l J%. «+..:,.1 _...il __L ..r, _•1 ( , ( VISEX TOIL - - -.Im -. �� 332 S V 14 -11 MIN D NET LESS_ THAN _ _ H.C. H. a3 MZ INII DININ C 0 O ` o H.C. ., ._ ._ f: C, _, �n��m0000=X q 1 1 2 1111 ORDER 1 1 f 3 QF 43 rJ '1.4 6.. ,,. . Ell ___ ,, �_.._��_✓ J lozn ORDER2 {, -,,._ � �._, J -�>_- I. _ I,___ I %INI 1_ JI:...;a � 00 J_ .. _ ___ m .. - - __ 4����_. - -- F�l L-J :. . ..:. r ', r- _ � .' •. ',.. � ✓ �. J Q , ;_ __ SERVING , _ -.:_. � , r � ' _ a ui S (� 103 _ o r- lF --� r �r 3r � r . C.H _ ... ...... .... ... .. .. ..... ... r .. .1 .., .. .. �}I. F "i r '� l r 1 .. rd el FiI7_� . . �. . . . .. J t_ J l_ .. cd I__� J IL _ 1 .. __... . �O OF THESE PLANS AND ALL P c A ! W o 0 f�OPOSED WORK J 05 ! AND SUBJECT TO ANY ORRECTIONS �I REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORD ER TO F11.ODV �7 ED COMPLY WITH ALL APPLICABLE CODES. ® o BUILDING DATA LIFE SAFETY SYSTEM LIFE SAFETY NOTESjj� / / OCCUPANCY: GROUP A2 ASSEMBLY (RESTAURANT) EMERGENCY LIGHTING: —,LYES _NO 1. PER SECTION 7.5.1.4, EXCEPTION NO.1 OF NFPA 101, OCCUPANT LOAD: -FIXED SEATING: 388 BUILDINGS WITH AN APPROVED, SUPERVISE AUTOMATIC u—v EMPLOYEE: 30 EXIT SIGNS: �LYES _-NO SPRINKLER SYSTEM, THE MINIMUM SEPARATION DISTANCE S p BETWEEN TWO EXITS OR EXIT ACCESS DOORS SHALL) ENTRY TOTAL: 418 rn. EN I flY MIXED OCCUPANCY? _YES �L NO FIRE ALARM SYSTEM: _�LYES _NO NOT BE LESS THAN 1/3 THE LENGTH OF THE MAXIMUM 0 /'��'� 101 SMOKE DETECTION SYSTEM: ✓ YES _-NO OVEMERGENCY EXIT ERALL DIAGONAL DIMENSION OF SEE ELECTREICA E AREA SERVED. 1 {)) CONSTRUCTION TYPE: V-8 (WOOD — UNPROTECTED) \"'� SPRINKLED? �LYES __�10 (PER SECT. 903.3.11) PANIC HARDWARE: �LYES __NO LIGHTING PLAN FOR DETAILS. e Q FIRE DISTRICT? ,._YES �LNb EXIT REQUIREMENTS Ls �� BUILDING HEIGHT 21'-0 DEAD END LIMIT- MAX.CONDITION: LIFE SAFETY ���� NUMBER OF STORIES: 1 20 FEET ALLOWED Revisions TRAVEL DISTANCE EXIT - MAX: CONDITION: MEZZANINE: __YES -NLNO 250 FEET ALLOWED SCALE: 3/16" = 1'-0" NUMBER OF EXITS REQUIRED: 2 THRU ADDENDUM "A" GROSS BUILDING AREA: NUMBER OF EXITS PROVIDED: 6 1/20/06 GROUND FLOOR: 11,417 S.F. EXIT WIDTH REQUIRED: EXIT WIDTH PROVIDED: MEZZANINES: 0 " TOTAL: 11.417 S F. TABLE 1003.2.3, 0.15 PER PERSON (2) 36"=72" ALLOWABLE AREA: TABLE 5031- 6000 S.F. 0.15" (418)=62.7" (2) 72"=144" AREA INCREASE? /_YES __ INO 5OX THRU FRONT=31.4" (1) 42"=42" (2) 48"=96" CODE REFERENCE: 506.3 - 354" CALCULATIONS: FRONT = 144" a CITY COMMENTS 1/5/09 30OX INCREASE FOR SPRINKLERS (3) (6000) = 18,000 S.F. INCREASE ALLOWABLE = 6,000 + 18,000 = 24,000 s.f. SEATING COUNT MARK TABLE SIZE OUANTITY SUBTOTAL 124b 2 PERSON BOOTH 3 6 124 2—TOP 15 30 t25b 4 PERSON BOOTH 21 84 125 4-TOP 1 32 128 125h 4-TOP W ADA 20 80' 126 6-TOP 1 10 60 101 388 EGRESS LEGEND PROJECT DATE 04/02/08 DRAIVN BY KEW PRIMARY EXIT PATH — MIN. 44" WIDE 50 PEOPLE AND OVER CHECKED BY NRT/RAM/GRL Sheen No. THIS SEATING ARRANGEMENT ACCOMMODATES 92 PARTIES. SECONDARY EXIT PATH - MIN. 36" WIDE UNDER 50 PEOPLE LS1 THIS SEATING INCLUDES 20 HDCP. ACCESSIBLE SEATS (57.). Z:\2005\05125\LS1r4.dwg Jan 9, 2009-10:28om r � K G D B A Project No. 05125,00 3 160'-4" 35'-8" 24'78 5/8 33'-10" 30'-10 1/2" 35,-9" 5/S3 y4/S3 2/ 3 1 — 134'-41/4" 23'-11 3/4" 2-0" " o SHEAR WALL "SW3" SLOPE SLAB 1/2" 3/S3 TO F.D. SHEAR WALL "SW3" SLAB UNDER STUDWALL L cl 2 SLOPE SLAB 1/2" SLOPE SLAB 1/2" TO REMAIN LEVEL a 15 -8 3/ 4" SLOPE SLAB 1/2" TO F.D. 2" CW MAIN - > TO F.D. S4 TO F.D. 12'-3 1/2^ S E PLUMB. DWGS. ^` 1/S3 a F ( LEI - ----- - - ------ - - - x------- ---------------------- _._i------- --------- ---- - - --- ------ ---, � ---- --- 2 - - - - - - - - - - N FORAT-EDGE-i} NED'- -.. -- ---- ----- - -- -- I - - I--<�-�------- S4 I SLOPE SL DOWN SLAB A RE n N I a 1/2" TO f TO ACCOMOD GRA ---- _ L- I n L111 1 AT TRASH C PACTOR 1 IW 1 L.P. 0 DRAIN -0'-," o I CD t w a 1 0 4• Ido. 0"1'-9 3/4" a Z 0 Z 8'-3 3/4" tt 1/4" . 4'-0" 6' " ° 6'-6 3/ " 5'-7 3/d" I 4'-g 1/4" 1 ! U 0 _ 1 " MOP SINK & DRAIN W/6" " 17" I T DEPRESS SLAB 2" ®UTILITY HIGH CONC. CURB N 2 -5 1/8 RM. FOR SEALED CONC. SLAB SHEAR WALL "SWlI xy N I I I I PITCHED TO DRAINS I i (n DEPRESS SLAB 3 4'-0" 4'-0" I I I "I I A8 n 2" 0 BUTCHER o o DEPRESS SLAB 2" 7 I I a \ SHOP FOR THICK 0 DISHWASH AREA P8 I FL 27497 SET TILE, PITCH FOR THICKSET TILE I TO DRAIN Q PITCHED TO DRAINS 4�_d 1/q" 4'-0« t v N I ^1 t K3' 11 3/4" kit. i'-3 2 5'-3" '* 7'-2" THICKENED SLAB Cl I SHEAR WAIL "SW4" S4 SHEAR WALL "SWi" I 1 pom SLOPE SLAB 1/2" I I Ci I� THICKENED SLAB AR WALL "S TO F.D,SEE DET. 9fS4rT/BRICK LEDGE, I I I - -- I 1 I I o - - - - - - - - '>7 n t I I - 4 I 1 d. I -v I I i I I t - - - - - - - I '_ ! ,p 4; e ..�.. r r S4 , I _- I DEPRESS SLAB 2" 0 STEAMER I I I S4 I 3 m 0 0 1 F2 AREA FOR THICKSET TILE 6-6" L_ ` F1 C1 _r , o a' _0^ - - PITCHED TO DRAINS I� 1���11{{�I SLOPE SLAB I I o — 4 0" o F1 0 L F1 Im 1/2" TO F.D. SHEAR WALL "SW2" I I e F1 d I _ 1 NOTE. I I a I 4 S I 1 � , 1 I r o D 1 I FORM EDGE OF \ 1 I o In 4 F2 I S4 a TURNED DOWN SLAB I I 9 < 1 AS REO'D• TO I I 1 ^ ACCOMODATE GRADE - , Q3 C2 AT TRASH COMPACTOR I I� �,o SEE DRAWING F-7 FOR o 4'-0" 3'-0 '5=Ii cw R EXA T LOCATION OF CMU Z-Cr�\4� I ! �N=aPg3Ko I CUR S UNDER F000 BARS I �© tO p J T/EL. 0'- N N oU gWa�g wu W& 4" CONCREE SLAB REINFORCED WITH 6x6-W2.9 x W2.9 WWF SEE DRAWING F-7 FOR c I 5 PLACED 1 /2" CLEAR FROM TOP OF SLAB. PROVIDE 6 MIL EXACT LOCATION OF CMU I 54' N a � m o r' o f POLYETHYL NE MOISTURE RETARDER. CONTROL JOINT, TYP, 1p CURBS UNDER FOOD BARS I o aax}yogfo I SEE DET• 10/S4 S4 I I �ooa�$JW ado$ C2 Cl C1 V I 035xds�oozo�o �2p U Q�}.600�(lNU�� - - - - ---F- I - - - - - 1 - - - - - - - 'F - - - - - - 1 -+-�- - - - - - -r �- i 2 gPN � 51-0o i I 4 1 I _ F1 I 9 1 _ 1 DEPRESS I J 1 -- L r- - 1 r'---I-- l L-- J oo \\ S4 12" AT PERIMETER C4 I C4 7 - - COLS. (TYP) SEE I DIET. 4/S4 1 0 L EAR WALL "SW2" F1 -- DEPRESS SLAB 12" ' - F1 i 1.6 < " AT INTERIOR COLS. (TYP I I I La J 1 . SEE DET. i /S4 L _ J _ _ J 4 L _ _ _I _ _ J T/EL. 0'-0" t T/BRICK LEDGE 0 m - El. -0'-8" I 1 O 1 4" CONCRETE SLAB REINFORCED WITH 6x6 .W2.9 x W .9 WWF I • PLACED 1 1/2" CLEAR FROM TOP OF SLAB. PROViD 6 MIL I F LL 2 I i'' POLYETHYLENE VAPORBARRIER. PROVIDE 4" GRAVEL BASE. I m I SHEAR WALL a I (~f? SW2" !FILE 0' 2 s4 � z H- MF3 F3 TERMITE TREATMENT REQUIRED `� z fi SHEAR W L- r' � Q O a i "SW2" La_.I z C4 4'-0" 4'-0' C4 CONTROL JOINT Q O qn . T L------------------- ------- - ----- I I 1/"'�/ I 1 J------------------------------------------- ---- P I t SHEAR WALL "SW2" ' I L S4 5'-10 3/d" SHEAR WALL "SW2" 8-i 3/4" 9' 8' 1 SHEAR WALL SW2' TH KENED SLAB I 2 5-1 3/4" 0 2 I S4 o SHEAR WALL. -SW2" At z, S4 , o SHEARr-WALI-';4SW3" I I j SHEAR WALL SW3" I j 'i° 1 I I I 2/ 3 I I ?'' , 5fS3 L 4fS3 I 15 LLJJI I S4 I I'` y i/S3 "' "r F1 —� -' 4 I I L - - - 6x6 TREATED POST - SEE THESE PLANS AND ALL PROPOSED WORK I a ' ', d" DET 1t/s4 AND SUBJECT TO ANY CORRECTIONS ,. I T/BRICK LEDGE r 12x12 CONIC. PIER - SEE REQUIRED BY PIE[® INSPECTORS THAT r 2 .I EL. -0'-8« Ft DET. 71/S4 MAY BE NECESSARY IN ORDER TO 6x6 TREATED POST -SEE I Y COMPLY WITH ALL APPLICABLE CODES. DET, 11//S4 8 I 1202 CDNC. PIE - SEE - 34 �- I 8 - Revisions -- - - - -- - - - - - - - ------------- ------ ---- S4 f DET. 11 /S4 1 I ------------ � I -- — - THRU ADDENDUM .,A„ J L- J 1/20/06 1 b I 6" BRICK T/BRICKEDGE Fi 1 6" IICK LEDGE S4 LEDGE 1 EL - 0'- 3 �3,II1`0AiE 10 CURRENT STANDARDS 7/28/011 6'-s 1/2" 2'_g^ 26'-2 1/2" 10'-0 1/2" 6'-5 1/2" CITY COMMENTS 1/5/09 -4« � 533 fS3 2, 0 6" BRICl� '-6" 38'-9, 61,_g« __. -- - LEDGE 36'-1" — — - ---- — 24'-D" ----- 26'-2 112' — _ 33'-9 " 2 1 ! / L 39'-9" I L J SCALE: 3/16" = i'-0" L:\2006\06 Golden Corral\06324 Golden 77rral -Port St Lucie, FL\Drawings\S1AA.dwg Jan 8, 2009-5:19pm 4 STRUCTURAL NOTES WIND LV=140 MPH (3-SEC GUST) GENERAL NOTES 1=1.0 EXP. = B STRUCTURAL LOADS:! COMP. & CLADDING: 1. FOR EXACT LOCATIONS OF ALL PLUMBING DRAINS, C.O.'S, ETC., SEE 2006 FLORIDA BUILDING CODE WALL INT. = 36.7 PSF PLUMBING DWGS. DEAD LOAD: 0 PSF WALL EDGE = 44.0 PSF 2. REFER TO 6/S4 FOR FOOTING PENETRATIONS. LIVE LOAD: 0 PSF ROOF INT. = 31.4 PSF 3. SW# DENOTES SHEAR WALL TYPE, REFER TO S6. ROOF EDGE 51.7 PSF ROOF CORNER = 77.7 PSF PARAPET INT. = 78.6 PSF PARAPET EDGE = 106.0 PSF EDGE ZONE = 6.8 FT. SNOW LOADS: Pa: 0 PSF U COLUMN SCHEDULE FOOTING T3"CHEDULE MARK SIZE BASE PLATE ANCHOR BOLTS MARK SIZE (Wx xD) .�. REINFORCING C1 HSS 6" x 6" x .25" 3/4" x 12" x 12" (4) 3/4" 0 Fi 4'-0" x 4'-0" x 1'-0" (4) #5 EA.WAY C2 TS 4"x 4" x .3125" 3/4" x 12" x 12" (4) 3/4"0 F2 3'-0" x 3'-0" x 1'-0" (3) #5 EA.WAY C3 TS 6" x 4" x .25" 3/4" x 12" x 12" (4) 3/4"0 F3 6'-0" x 5'-0" x 2'-0" (7) #6 EA.WAY TOP & BOTTOM C4 TS 6" x 6" x .25" 1" x 12" x12" (4) 3/4" 0 PROJECT DATE 3/28/08 DRAWN BY LMHT CHECKED BY EAH Sheet No. S1 o'ect No.05125.00' �K� D B A 160'-4" r-- — 2/S3 CUT TO FIT LVL i 3/4" x 14" 1/S3 � 3 31'-10" 24-8 1/2" 32'-10" 30'-10 1/2" SCAB ONTO SIDE OF MAIN LVIL ' " 2'-0O 23-11 3 4 ' E •- 5fS3 - ram►- 4/1, — — - 134'-4 i/4" f - - CUTTOFITLVL13 4"x11 78" T STUDWALL 1 SCAB ONTO SIDE OF MAIN LVL / 3/S3 I A10 1 T�S D WALL A10 CUT TO FIT LVL 1 3/4° % 14" NAIL A10 7-4 1/2" A10 A10 Y 1 9 CONY. 2x10 FASCIA B0. At0 SHEAR WALL "SW3 CONY. 2z10 FASCIA BD. C T. 2x81 p \ p r 7 -4 1 2" ONTO SIDE OF VERY, STUD WALL H2 H2 w F CIA BD m N w 1 II 1 11 I 1 1 I 1 1 1 1 I I i 1 1 I 1 I N I It II II I N 1 1 I I I I N I L 1 I 1 1 , 1 SO MC H DWGS! ! I n p Z w to HEAD - O 1 3 4 x 1 r 10" 1_ 5'-11 9" 5.- t/aa e 1 t H1 Hi H1 HI < CUT TO FIT L i 3/4" x14" _- i/4 L W/ x6 T B L 3 1/2° x 14" NAIL ONTO SID OF VERT. STUD W LL BOTT. HEAD B 6" z w c a u ---- ---- --- i l 1 i EF 2x1 LKG. i; -0 1 2" 5 9 1 (2) 2x6 W/ CON 1/2" PLYWOOD SP CER x 1.- b' 0-44 r a O co CONY. STL E GE ANGLE 14 JI 35 - 1'-101. 6'-ri /8` 2xi BLKG. A13 co C> ' i i I N N(144 IOFS. N ( ` I- M (L 3x4xi/4 H) AT x EF E -6 }� \/ UNDER LVL TYP. .• _ I It 1 1 1 I I I 1 1 1 1 1 ,, +n CEMENTITIOU ROOF D€CK , 144 BS. i 2 LBS ( ) = oo .z \ x R 2x1. BLKG. o /\ L 3x4xi LLH AT I 10 � x 14 J 14 TJ 350 ( ( \ � o I I CONY. ST EDGE ANGLE o 1 � � r (16 5 BS.) HOOD ELO --- - r• CEMENTITI US ROOF DECK w (n A w i o A13 ' ' SF �B o ao LVL 1/2" L 3 1/2° x 14' 4 ON S. SEE CH. GS. \/ \/ b 1 1 I °d `� I x ` a I ' I /\ (30 LQJT� /\ 1 ' ' 3 2 iY ---T- i/2" C,/ <p =p 1 1 64 x 1 J I 1 O O \ 300 L .) L� (650 LBS.) n 1XIO B G. M 1 300 LBS. m I 1 1 i N x N t ^ I 1 1 1 1 1 0 1 1 I II y Ni4 T 350 II 11 ( 1 ) 1 1 t v N 497 N I14o ; 2x10 BLKG. 1 I o m ^ T N N >v ( 3 LB .) E_ ; o 0 o I o o L. i ; i I a a x a x p^ x p^ x 0^ x p^ x = w X x O ^ O O -__ N ( , n---_ _- -_ ---- •_-� '�_''�-a"---FT _ �'--- ----~Y - I i i 1 O O W I W I41 I "i 1 1 -LVL 3 i 2" r-^- 1 r- •- r- ---� ' p� 1M I\/ M \ 1 I J NNC ND. �� 1 I I I, � 11 LBS. 1NM; 1 1 N N\� L 3 i/2" x 14 \ BS. o -- --- _ - \ J N O O 21. ' ' � � / \� I- .n - 1 ;� I 1�) vl ^ In ^� vl \ v> r I v �I...1 N 1 I I 1 1 1 ; 2x1 , m -�--t -I I^ \/ I a M .✓ ...✓ v .� M N 4 Y Vt I 11 1 1, 1 �i' 211D a N IN /\ I -6 3 2 M M M M ' 14 TJI 3 B KG.- I SJ 51 5J' yJJ yJ' x •+ zh 4 14 JI 35 N 1 1 C... L_.J LL__.._L L___l..0 11 .__ I, ! � BLKG. -- , ,I 1, oN I•- •-1 N- N I I IL ; I I � 1 I i6'- 1/8" 'd•J t{ � ; ; 1 - 3 8° i- ; �, J Q 91 5, 0« 6,-Oa 6,_O« 4'_5a 1/2" 12' 7 7/8 - 4' 2 5/ ✓\ { M F W / SEE BEL i/2" -9 6'-0° fi-0" 6'-0" 6'-0" 6'-0" 2-0 * 2'-0 * o F-g SEE ECH. DWGS. 1 ro r(01 r o o a I 1 I \ 5 t 2' �. _ 13'- /6" - EF 5 12 LB ;---- ---- 7 1 I h N sT m IA -- .0 A \ 1 ! " m ) \/ ! 1 _ / \� SW3AR WALL ! LVL13 i/2" ' --- J r`�i M M ' ' M \ � LBS. nr, LU113 1/2" x 14" 1 1 I 1 o i °� 1 \ 2'-1 1 4" '` 0 � TTSTL. HOOD 6 LO I' ST E BEA SP I SH R WALL "SWi"STEE BEAM TEEL EAM LICE 737 s SHEAR WALL "SW SPLIC N^ N _6. 'o SEE E GS. m p a x10 L G. i____ _ ; A13 I � OPTIONAL DORM�RS - I 1 m 5'-0' EF 2x10 LKG. NII SEE SECTION 9 A14 Cz W1 36 15'- 1/2" I et v l Wi x 26 /STL. 15'-2 i/2" ( I W16 31 T/STL. 1 (112 BS.) i 6"( W16 3 STL 15-2 i E ----�1 0 1 - - - a w - ¢ c 4 16 TJI 35 O b S5 W21 44 T/STL. 15- 1 /2" 8 \ 16 TJI 350 / \ 16 TJI 350/ I " CONT. 20 FA CIA BD. 5 A13 / 240 IBLKG. \\ /� I �_ (� \\ // I I I c1 I S �A) \ I \ / ° ( MI ( 16ITJ1 35h 2'i1 1/4'I f E la ,+1 11 3 (650 LBS. In ---- ---- ---- ---- -• - \ / `_ I d, KG. \ / N i 1 I RAFTERSSFOR ti 3 �" F"+«� P• 7 v OOD ELO SEE ci x ECH. DWGS ci / \ R #Q I I J A+ 6 i6 TJI 350 4 / \ v CHIMNEY ROOF. ^ ' .N 1 i ZI / / \ \ d, ` \ � SEE DETAIL C2 �sx F-1 Q a ^ \ 4 \ N \ (16 LBS. \, KNEE WALL 8 A9 & d L 3 1/Z" x 14° G x 2 16 TJI 35 h \Z ® # / 2 16 TJI 350', (2)-T6 T l 350 rn 2X6 0 16"o.c. / \ - Ili 1 o w o 0 1 t R'fU 1 N t I 1 I t N N 2x10 BLKG.I I I 1 1 Nib TJ1135 / I 1 t I M I (2 0 LB .) I NI 2x101BLK II 7' -7 3/4" h 4-3 7/ti" I z 1 I 13/A14 1 _ - - I - WALL BRACE TS ' t 3 a N 4 KNEE - (1 25 LB ) 6 TJI 35 4 (2R7 0 LB 6 " 8' 11" M )OD DWGS ELOW SEE -ii 1 8" I ) 4 S5 1 0 5x5x.25 HORIZ. t h g12UQ w o IAO T/S N ^ 2z6 6 O.C. 8' 7 / - / � ;2 ---- -- ----- ----- ----- ALL / - - 6 6 - 12 2X €®W2 "o.c. iN I I 20/SS / / , N a 4' 2 5 8' - 9'-5 t 6' 5 8" S5 tiN 1 1 \ SEETDET.18955 i n K w ^ I 1 ` 1 1 1 1 N 1 N 1 KNEE WALL 2 X16 0 ON O.C: V131 2 x 14 1 R OF RIDGE 1 I I 1 I II I o n I 1 1. I I" I I 1 1 I I I N +N - ROOF RIDGE - -' - -- - NF Kzyva L 1 ° -- - --- ---- - -- ------ ---- ---- -- --- -- -- --- _ --_- - -- ---- - - - - w N w w .--..----.- _�------- --- ----- _-_- ----- - __ - __-_ _ _- _ ----- __ _ __ _ __ _ __ _ ____ _ _ ._ __ ____ _____ _ __ _ _ _ _ _ - __ _ __ __ _ _ _ _ _ __ _ _ _ _ P w w w o��bz - zwbwp JACK STU N 6 JI BR BL CKIN BE N 1 I �^ w d mN- O O „ II M x X x d wJ Z O In In i6 TJI Q SO 11 11 � � � N S' N 18 17 1 v ap 'byabm p ,,, ^ 1 1 JI 1 A13 14 1 M I' 1 i 1 1 t I I ;i_ t : + _2x - I - _ J. ! I ! 1 ~ S5 S5 ^ ov X�<b >�uvge5o TJI UN R Kill WALL _ __ _ I I I I WI 1 N I I I 1 I 4k I 1 1 I t 1 N h 1 I I 1 I 1 N p I 1 1 1 II B II '- 1 I 5^ 6 CHIMNEY - J KNEE WALL ON ' I _ i I I 1 „ 1 A13 I 1= I I 12X I wLL�w.woww L 31/2"x14" G N 'ol N 4 2x N2,8 S¢VTOP OFv�\ S6 S6 TYP.I I ;1<�:ROOFNDCOUS2x8 ! I z $ d o \ 3 N J ! ! SEE DETAILS ¢ j' 1 0 l I I N 1 N I 1 i+ J,) 1 11 N 1 I I I I 11 I N B 1 ! I I I I 1 II N I I I I I II \= N I I o++ , 8 28 1 1 I . 1 I / I . t I o m'-isor C] / +/ •,\` 8/A9 & 3/A14. c2 �wa �o as aa°J®o 1 C2 ii a�. ii •, • ii •�. I aO iN' �aa�mag.00Sobz,- �e _ 11 2 " " W12 G119 T/STL 15'-9 1/2 — M6 x 26 S L 5-9 2 \ 116 x T/STL. 15'-9 1 2" " W21 x 44 T/S L. 15'-9 tie" " 7K L 3 1/2" x 14° W21 x 44I T/STL. 15'-9 1/21 " 1 1 1 11 1 " " " O 6 n I \ I ;; ;i C! ;; ;; ` bo 7 t; it II STEEL] BEAM SPLI 4' 0" / S5 <'-6" STEEL B AM SPLICE STEE BEAM SPLI1}�� II 7 I• II °D r m� M Ca !2x8 2x8 1; S5 ;i _ _ - -i+ - x""�� ZxS OVER10' O"GSEQDETAL iP S5 I I d I I I N d' 9O ;I ii 11 II II 11 1, 11 7 2 _ _I I - - - -� - A . 6 - - _- _ 11 n 1 - , r 11 , I LVL 1 2" LJ..i 1 0 L 3 1/2 x 14" I 1 1 I I 1 I 1 o x c o n n / DORMERS -SEE SECTION 9/A14 " " 1 N rc �_ ao ! i " DORMERS - SE SECTION 9/A14 1 x ) Z n II d 11 11 II II m 2x8 I 2x8 J II la II II Y Q �p I II II II VI t I 'I I jl� 1 1 'i I 0 I I O) M "J W '-0" °- 6'-0.6'-01'' ' -0" 6'-0" 6'-0' 6'-0}' ' -0" 6'-0" 4'-0" 2' 0" v 6'-0" 6'-0" 6'-0" 6'-0" 6' 6'-0" 6'-0" 6'-0` 6'-01'' ' -0" 6'-0" 6'-0" 6'-01'' ' '-0" 6'-0" 6'-0" w 2'- "= 7-� Ulf CD LVL 31 2" a� _ Q% 11 II 3 2x8 • 2x6 _ ;; ;i ii ;t I z 1 PROVIDE NG IN CEMENTITIO ! S ^I m N ~ ROOF DEC FOR DUCT - SEE ;; a II a a 1; '� „ Y a z 4 IJ J X 11 •- 11 .- - - i x i� x o x a ;' x o I' x o o o x o ,MECH. DW S. w w w 2 \ 1 W 1 w x w x w w nl . IIR=040FDECKo_ �, a 1' a a 11 I; A11 . `y [v I Q N a. 1' O. 'i d N N ' N '' N t N I Ow ;i'< I OW II X 'i 1i; xl O 1; JC t 0 xi ONw w w „ " I I , a a i�i ,J,, W/ It �j N t� a a I n. I a a e 3\ i I O N M '•� \ N O li N O i t N O O O 4 O II O N N O X Wt. 2 \ J I, \ " \ N \ J \ J ;; \ V) �1 \ J \ N I N i; ii fn Vf i; •- v ;; N r- v M = f/1 .- Vf to tIl v . ` I K 11 11 t I M 11 ^ I r x LVL 3 1 2" 11 IM - (A ;1 MIv ;i MI" MI" M v ;I MI" ;; MI" M M J .`�♦ "I I I . a ^ M II " li M ..i " v M 11 II M M O L 1 2° 5! 11 n I 2x8 J v J J 1 L---si ----d 1 l'�--• {-----JJ D J N x x 2 M N a \ J J L----�-- ,J ,� �I J r.� -- , _ • �s x = pW., S� I i. -u�l -----" J �rJ J I i.--^v' -----" J J J x 4 s n.. n L-------•----•' -'------J L-------•----•' W.tj O O <n O fn t 2 x 8 RAFTE S ®24"o.c. SLOP 2x8 14 x8 ? 1 I 1 i 1 CONY. 2x10 I M 4 t' CONY. 2x10 ( ) 2 S5 RE 2 5J S5 FASCIA BD. .�- FASCIA BD I I I 1 1 ( 2) 2 x 101CONTIN000S - 1 S6 !llt 2x8 $! �i XS S6 I LVL 1 2 U LIJ n l 2° SEE BET. 14/ 5 0 _j Q _ 5 1 /4° x 8" LVL BEA B T. VL T-4" _ _ 1 _ _ z � H1 H1 H1 H1 H1 H1 - ; / (2) SIMPSON Hi H1 H1 H1 H1 Hi Hi H1 1 1 1 1 1 1 1 ca _�LSTA2>Ar�P TO / SHEAR ALL "SW2" M = 2) 2x6 OL. W/ CONT. 1/2' SHEA WALL "SW2" i - - i PL OOD SPACER UNDE LVL TYP d ( T1 / 2 x6 COL. W CONT. 1/2" PLYEir W00 SPACER UNDER L (TYP i =� O 2x6's ®RIDGE 19 ; ® I LVL AND SOLID ( ) LSTA24 STRAPS TO ABOVE BEAM d i ZTnru m cmc - SS a T1 BLOCKING BETWEEN v CANT. STL EDGE NGLE SHEAR WALL "SW2" FIELD TRIM TRUSS RAFTER TAILS LVL AND SOLID t Sow CONT. STL. EDGE ANGLE (L 4x3x1/4 LLH) SHEAR WALL rKRrm CONT. STL. EDGE ANGLE (L 3x1/4 LLH) r (L 3x4x1/4 LLH) T AS REQUIRED -TYP. EACH SIDE BLOCKING BETWEEN Ti 2x6 OUTRIGGERS ® AT CEMENTITIOUS CONT.ROOF DECK 2x10 FASCIA BD,5 "SW2" 2 " 1} ` °', CEMENTITIOUS R F DECK 2 5' AT CEMENTITIOUS ROOF DEC - T SHEAR ALL "SW3' A10 At0 CONY. 2x10 FASCIA BD. SHEAR WALL "SW3" �� S - --r^— - f --- ^ - Ai 0 A10 ! iv Tt ! 2x6 RAFTER TAILS _• ' °""" T2 T *" ^ NAILED TO SIDE OF o ?9 4/S RAFTERS I m - T2 T CONT. 2x10 FAS A BD. �5/S3 / - - ---�$�-- -- 2/S3 T 2x10 RAFTERS 1 I 13 I t I rc T2 T3 ! I 0 24" O.C. 2x1 RAFT R - - - - - - - - SS i BEAMS - 1 x'uJ - - - I �- ; N T2 T3 (2) 2x8 W/2x6 1 v 1/S3 tia &' sTP T $1 TOP &BOTTOM - �__ __ 1 1 �� ; \ s T2 T3 �_ 1 ! Al2 �� o ■ ■ Revisions I 7 H1 L 1 x i- B LVL T-6" T Hi �! PLANS AND ALL Pt2 OP SED WORK "A" 6x6 (TREATED) WOOD POSTS - - THESE THRU ADDENDUM t/2ofo6 ii viaa . - BY PEC ORS THAT ! L i -10"x 3'-0 CLR. ' 4 Al2 REQUIRED MAY N ORDER TO LE CODES. I' �UPDAIE 10 CURRENF S1AtAIdIArAS 1/28/OB ale.►- 3/S3 5 OPNG FOR ATTIC 2x6 OUTRIGGERS ® COMPLY/ WITH ALL APPLIC Y-9" 3" _4 CITY COMMENTS /5/09 Ai 2 ACCESS I 24" o.c. 6'-5 1/2" 1 -3" 3" '_1" 24'_ 0.. 26'-2 1/2" 33'-9 1/2" 39'-9" 14t4° 52,_.6a I 38,_9«. 6t1_9a ._. -_- s C A — - - 4 FASTENER SCHEDULE ROOF FRAMING PLAN CONNECTOR ROOF WIND (UPLIFT/ NOTES PROJECT DATE SCALE: 3/16" 1'-O" (GRAVITY) TENSION) 1. ONLY LOAD BEARING WALLS AND GIRDERS ARE SHOWN ON THIS PLAN. SEE 6. DAL INDICATES ABRAIDED PREFABRICATED LAMINATED VENEER LUMBER 3/28/08 A35 260# 335# ARCHITECTURAL DRAWINGS FOR OTHER WALLS AND DIMENSIONS. MEMBERS AS MANUFACTURED BY THE TRUS-JOIST CORPORATION (OR APPROVED BY EQUAL). DRAWN H2.5 --- 495 2. ENTIRE ROOF AREA, EXCEPT AREAS DESCRIBED IN NOTE 3, SHALL RECEIVE LMHR y 600 CEMENTITIOUS ROOF DECK PANELS. SEE SPECIFICATIONS. 7, SEE GENERAL NOTES ON SHEET S4. NOTE H2.5A -_- H8 --- 620 3. AREAS FRAMED BY TJI JOISTS AND 2x RAFTERS SHALL RECEIVE 5/8", STRUCTURAL 8, MARKS SHOWN THUS - INDICATE STRUCTURAL MEMBER'S CHECKED BY VERIFY ALL HOOD LOCATIONS AND 3015 960 SIZES WITH HOOD MANUFACTURER PRIOR TO FRAMING DIMENSIONS SHOWN IS FOR LENNOX EQUIPMENT, IF ALTERNATE TRANE EQUIPMENT IS SELECTED, CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL DIMENSION CHANGES. HU314 I I EXPOSURE 1 PLYWOOD W/ PLYWOOD CLIPS. ELEVATIONS ABOVE TOP OF SLAB ELEVATION. EAH 4• PROVIDE CONTINUOUS BRIDGING BETWEEN TRUSSES AND TJi'S ON ROWS AS 9. DIMENSIONS TO ROOF TOP EQUIPMENT ARE TO THE INSIDE OF REQUIRED BY MANUFACTURER'S SHOP DWGS. AND TYP. DETAILS. CURB -COORDINATE WITH MECHANICAL CONTRACTOR. Sheet No. 5, "TJI" INDICATES PREFABRICATED WOOD JOISTS AS MANUFACTURED BY 10. DOUBLE TJI JOIST, INDICATED BY (2) PRECEEDING THE SIZE LABLE, S TRUS-JOIST CORPORATION ( OR APPROVED EQUAL). SHALL BE ASSEMBLED BY THE MANFACTURER BEFORE DELIVERY. y' 1 HU316 3350HST2 960 --- 4350 MTS24C --- 1430 SPH4 --- 1240 ST12 --- 930 THA418 1 3050# 1550# NOTE: ALL FASTENERS ARE LISTED AS MANUFACTURED BY SIMPSON CO. ANY SUBSTITUTIONS MUST MEET THESE CAPACITIES. ss I':\2006\06 - (;olden Corral\06324 - Golden Corrol - Port St. Lucie, FL\Drawings\S2AA.dwg Jan 8, 2009-5:15pm 4 3 B 63' 0" 31'-6" 21'-iT 3f8" 2fl'-1 1/4" 20'-11 3, 27-8 4.5t 20' 6" —4.5# I 16'-41/21'-3" 3 6 " 10'-3 10'-3 3 5/8" LVL. CANTILEVER LVL. 6 CANTILE 7 I 4 I S5 h A9 1 T VL r6I 7 jk LVL BRG. 20 -10 SSJ�4146-0 BRG. OPTIONAL DORMER 16'-0 1/2" 1 2 - d T STL.BM, III 15-9 1 2 x -SEE 1 OIL) 15-9 1/2" ---------- ----- ETAIL 8/S5 4.5f CEMENTITIOUS ROOF DECK W18TIOUS LVL BEAMS, SEE III q ROOF FRAMING PLAN p I „-----------------CLG _ W B FRAMAft 41 11'-4„�------ 11-0 LVL BEARING rr r TS 3 1/2 X 3 1f IN WALL I I DINING Al DINING A2 DINING A3 r rr I r I T/SLAB 0'-0" T PARAPET 19 -0 14" TJI BRG 13 -8 II 1 1 " trlIL"NU S3 SCALE: 3/16" = 1'-0" SCALE: 3/16" = l'-O" 35'-11-1/2" CLG -- --- r-- -- -8�" r - - - - -- LL rl -6- TS 6" x 6" CORRIDOR BUTCHERS COOLER i! U n u CO rr n r, r, rr u rr r, H rr rr ,r rr Lu 4 WILVINU 3 03 SCALE: 3/16" = 1'-0" Pro ect No. 05125.00 1l 2 1.6 1 67'-5 1/2" 36-11 1/2" ' 10-6 5/8 ,- 20 11 3f8 N 1 0�1 E f 23'-2 i 2" 22'-0" 4'-7 1/2" .,16'-4 1/2"_. 3" 5/8" > > �{� DORMER BEYOND CANTILEVER LVL. -- DORMER BEYOND m ' p T VLtj& T1 LVL BRG. 20-10 S5 LVL BRG. gk T PARAPET 5/8"; `PLYWOOD ROOF DECK 19 -9 1 4 16 -0 1 2 19 _O I I I's IY LL! 15 5 T STLBM. I 16 -O 15 -9 1 2 z 15-2 1 2 CEMENTITIOUS ROOF DECK 12 �14.5f CEMENTITIOUS ROOF DECK I < z u.f ° - oi jk 14" TJI BRG UJ 10 z 0 z LVL BEAMS, SEE IV 13'-8" i - W16 W16 r LVL BEAMS, SEE F_ ROOF FRAMING PLAN 16" TJI 350 1D 2 G ROOF FRAMING PLAN „--'' Ii 6 --- --- ---- Pi"0- B FRAMNG - m ¢ 14" TJI 350 0 24" O.C. 11 S5 3 1 -0 (n LVL BEARING ' r 8,L06- - " - _ _ _ - 8 G6 { 55 LVL BEARING _-'"' _ _C�G� i a e - Y 7 i FL " 27497 8'-11/2' a-o 6-11f2" BAFFLE FACADE TS 6',I x 6" , mm Q n� FRAMING - SEE h BAKERY DESSERT BAR DISHWASHING DINING $ 1irr4� _ 11, , a.. ig) f h SC' LE, _ IN „w Chi �o , UAL �� ma G 0r a m T PEAK s z ° yj 'm t8'-0" 26_0 P625Ora- 6xx�d amm 6 zL40w SIN I s/sa 4/s3 s/s3 /s3 /s3���Q,wa�� owpw�z�+�zig o�i� s z o i x I I I I I I 1 IIII 11 1 II I1111 1111I I I11 i O1 ve `" ,,z�}�i,a t_i �pdztw cb po IIII I III III y i- I §�F ���wvri Nwn�w i III IIII I II `` � o�'zw 4 a w i - � a wz zd�mo I 'IIII II11 III � x L � �' um'�'�3� 3v°sa Nca ' 'IIII IIII LII I. I I CEMENTITIOUS OOF DECK IIL - "' ww5olya9a aw ,III IIII t11 "i �a� zt =O9z I � — LVL BEAMS, SEE .WAK ROOF FRAMING PLAN 1 12 9 3 4 TRUSS BRG. / AMS 8 p J -101/2 I i i 1 d ---- - - ---- - - - - - - - ---- CL 0 �: - U_ Q LLJ N 14 I 8:12 _ 8:12 0 J -,__ _ Wt CL :D T SLAB � 5/53 � 4/S3 � 3/Ss � 2/S3 � 1/s3 - T 0 o, o„ CP O Ir L = ; BUILDING KEY PLAN T I NOT TO SCALE THESE PLANS AND ALL PROPOSED WORK .-- AND .SUBJECT Fu ANY CORRECTIONS C7 � _j 0 RF-QUIRED 6v FIELD INSPECTORS THAT MAY SE NECESSARY M ORDER TO COMPLY WITH ALL APPLICABLE CODES T N R r 35-11 1/20 1 I 22'-10 7/8" 1 23'-7 1/4" I 1 20'-11 )A" 3" 23'-21/2" 22'-0" 4'-7 1/2 16'-4 1/2" 3" � 3 5/8" 11'-9" 10'-3" 3 5/8"" CANTILEVER LVL. 4 CANTILEVER LVL. DORMER BEYOND SS T LVL Ak A y 15 20 -17 S5 LVL BRGLVL BRG. 4 SS CEMENTITIOUS 15'-5 1/2" 18-0 i 2 ROOF DECK I T STLBM. ��vl����_ I LINE OF ROOF BEYOND I_ T B' 15'9 1 2 I �15-2 1 2'2x10 TIE SEE F THRU ADDENDUM "A" a ------------------ DETAIL 8/S5 12 1/20/06 CEMENTITIOUS ROOF DECK _______ _____ -02---__- II 2 4 5 CEMENTITIOUS ROOF DECK LVL BEAMS, SEE ---- - . _ 4.5t r— W16 W18 I ' I LVL BEAMS, SEE ROOF FRAMING PLAN H ;II ROOF FRAMING PLAN LVL BEAMS, SEE II ROOF FRAMING PLAN II i FRAMING i i 11 -D 1i X 6" FRAMING AT 16" O.C. 'I LVL BEARING k LVL BEARING 8'-1 1/2„ 8'-1 1/2" LVL BEARING ;; ;; 7'-4 i/2„" H CLG. JOIST I I 2' rr r, I m PROJECT DATE j COMPACTOR ACCESS RM. WOMEN prr;; MEN "" ; i DINING D 3/28/08 I TS 3 1/2 x 3 1/2" TS 3 1/2 x 3 1/2" lr w' 1I IN WALL DRAWN BY Li IN WALL ,T I H___ T/SLAB LMHA T/SLAB 0" 0'-01, '-0L__1 . CHECKED BY �"""� A'�('""I�M�� �1 /("�a' EAH BUILDING U�MaA�,N A 1 Sheet No. JJ 1 SCALE: 3/16" = 1'-O" S 3 t_:\2006\O6 - Golden Corral\06324 - Golden Corral -Port St. Lucie, FL\Drawings\S3AA.dwg Jul 23, 2008-1:57pm it P #4 x2'-Q" ® 12" o.c. GENERAL. NOTES Project No. 05125.0E Al 1/2 SLAB REINFORCEMENT CENTER ON DOOR OPENING C ,1/4„ I I. DESIGER ' r TO BUILDING ANALYSIS ON SHEET Ti. STATE BUILDING REQUIREMENTS. b. I I ° ! > : _� _ _ _. _ o _ p- .4 _ %- a , - - - = +I -� ° ° . IL FOUNDATION DESIGN AND SITEWORI( FM BUILDING u� iL `1. IT IS IMPERATIVE THAT THE ACTUAL BEARING GRADE BE CHECKED IN THE FIELD DURING L > co CONSTRUCITON BY THE SOILS CONSULTANT TO ENSURE THAT THE FOUNDATION SYSTEM IS SUPPOR D �-� BY SUITABLE BEARING SOILS AND WILL PERFORM IN ACCORDANCE WITHTHE ASSUMED CONDITIONS.L''L. &BMS. 7'-' -^ - (4) 3/4" DIA. X 12" HILTI HVA - ; I ; OPTIONAL p ° N '°2. FOUNDATION DESIGN AND SITEWORK SHALL BE VERIFIED PRIOR TO PLACEMENT OF CONCRETE. A ITTENADHESIVE ANCHORS EACH COLUMN i i ICKNESS VARIES - I I CONSTRUCTION i , ° VERIFICATION SIGNED AND SEALED BY A GEOTECHNICAL ENGINEER SHALL BE SUBMITTED TO THE \• 1 " SEE SCHEDULE DWG. S1 JOIST - . •Y 6"' ' `°. STRIPPING HAVE BEEN INSPECTED AND ARE ADEQUATE TO SUPPORT A. MINIMUM OF 2000 PSF: (AL EMBECO NON SHRINK LEVELING GROUT - G.C. BASE PLATE ® TS 6 X6", 6"x4 , OR 3 1/2 x3 1/2 COL. STRUCTURAL ENGINEER OF RECORD STATING THAT THE BEARING ELEVATIONS EXPOSED AFTER SITE I I 9, b 40WABLE _ �,-• b SOIL BEARING CAPACITY AND THE SOILS SUPPORTING THE SLAB -ON -GRADE ARE ADEQUATE TO MINIMIZE TO ENSURE GROUT IS PACKED SOLID BELOW BASE , , �I : S DIFFERENTIAL MOVEMENT TO LESS THAN 1/2 AND TOTAL .MOVEMENT TO LESS THAN 1". - PLATE BEFORE FILLING EN11RE DEPRESSION ; STEEL COLUMN, REFER TO PLAN FOR SIZES (4) 3/4" DIA. X 12" HILTI HVA ° 3. REMOVE ALL VEGETATION AND DEBRIS, INCLUDING PAVEMENTS, SIDEWALKS, BUILDING FOUNDATIONS,'i AND LOCATIONS ADHESIVE ANCHORS EACH COLUMN AND ABANDONED UTILITIES. i LU y 4" CONCRETE SLAB, REFER TO PLAN HSS - 3 1/2" X 3 1/2" X .25 ; SLAB REINFORCEMENT I ) 20" SO. ISOLATION JOINT SEE PLAN FOR LOCATION ! 1 (2) #5 CONT. 4. REMOVE ORGANIC SOIL. Z_ Uj w PROVIDE PERMANENT STEEL SHIMS UNDER BASE ; BASE PLATE - 3/4"x12"XO'-12" 5. PROOFROLL THE EXPOSED SUBGRADE TO DETECT SOFT OR YIELDING SOILS. REMOVE ANY SOFT OR ('J ~ T/SLAB IL AS NECESSARY TO PLUMB COLUMN I (SIM, TO DST. 1/ 4) 3" 3" #4 ®48" O.C. YIELDING SOILS, SCARIFY, MOISTURE CONDITION AND RECOMPACT IN ACCORDANCE WITH ASTMD-89 '. z w o -0 -0" I I I 6. SOILS EXCAVATED F OM THE ITS TH T ARE FREE OF DELETERIOUS MA7ER BE U ILL. W C- z U z e < •, FOR TING DETAIL I N I GRO - - 7. RAISE EXCAVATIONS LOW COMPACTED FILL (ASTMO-698) IAL F- a OAi< - _ _ _._ ¢ •_ d _ _L ! _ 1 _ _ _ _ _ I I O.C. TO SURE GROUTS SLPACKED SOLID ENTRY �O• S MAY USED AS U -•- REFER TO DETAIL 2 S4 OR 5 S4 F00 81' 10" d b .H • " 4' 1�' ' '' BELOW BASE PLATE BEFORE FILLING ENTIRE S4 SCALE: 1" 1'-0" 8. STRUCTURAL FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS DETEREMINED BY � ~ m e d • '• • •, ASTMD-698. THE IN PLACE MOISTURE CONTENT FOR COHESIVE SOILS SHALL NOT VARY BY MORE e N •• A '•'•,a I AREA - GROUT MUST COVER BASE PLATE K • ` , a� . • ' •• •• °e t� on a, T/SLAB I THAN -i% TO +3%. AND GRANULAR SOIL f3% OF THE OPTIMUM, MOISTURE CONTENT. on a N ' v • ' e 9. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE BEARINGPRESSUREOF Z500 P.S.F. AT MINIMUIv P • t 12" INTO SUTABLE EXISTING SOILS. MINIMUM CONTINUOUS FOOTING WIDTH IS 18 INCHES. MINIMUM '�'•�-^""�''�"�'�' ^ "•` OPTIONAL -" ' "`' co FOOTING DEPTH IS 18" BELOW GRADE. a.• .• • e ii'i iiii '' • s„ a ° •r,l, •, ,, ,• •':.� F ' •• •�' CONSTRUCTION ° 1 •. � a' FOR ANCHOR B LTS 10. PROVIDE POSITIVE DRAINAGE AWAY FROM EXCAVATIONS SO AS NOT STANDING WATER FOR FL " Z�4g� e - . + K SEE DETAIL 16 56 LONG PERIODS OF TIME. n , , „•, W. Q .... ... • ao � • • JOIST 4 e / enm .rr r "� I J / 11, PROVIDE 4 TO 6 INCH COMPACTED GRANULAR BASE BENEATH FLOOR SLAB. ° } ti N� • ,of ♦ �. • °t > 81 4" 1 2" 81 4" °• '.{ :." i i.ii•i. '4�'u'i O' :� , `San n F ' 'e• '• •j'� •, w,d �--„_ o ,,,�pp,�,, SLAB REINFORCEMENT a4' • • I '2, x, "d, ° �I;I�;Ir I N I >8. 12. PROVIDE A 6 MIL THICK MOISTURE RETARDER BETWEEN THE COMPACTED BASE AND CONCRETE SLA , d-• •e, •�• rn N • ,• OPTIONAL •r • ')1I �. I•it '� �' •° iV ° Ir WITH A 21NCH SAND CUSHION ABOVE THE VAPOR BARRIER. �wa� •1^10 41w •in , I, U - - _ - _ -O_ _ _ _ _ _ _ _ _ _ •_ _ _ ti _._ _ _ _ _ _ _ _ _ _ _ _ _ d,�{ . •• • .d • ' • •, • CONSTRUCTION o, • 4 , • b' , " i i , i • it no. - - - 13. DO NOT PUNCTURE THE MOISTURE RETARDER. LAP AND TAPE EN S. �U • - 'i JOIST ' ',r' '•to A „' q•^"t I b ,r `ao 4 'a . •• M • , in „ 1. ( t, 1 I L ° - 14. BACKFILL AND COMPACT UTILITY TRENCHES AS DESCRIBED ABOVE. ... •1°• o' I •• � s �I 15. PERFORM ALL SITEWORK UNDER THE DIRECT SUPERVISION OF, THE GEOTECHNICAL :.ENGINEER, d p ' ' I (2) #5 CONT. a 16. DO NOT BACKFILL AROUND BASE PLATES UNTIL GROUT HAS BEEN INSTALLED AND APPROVED BY E Q i . ° .. , r0 ° . _ - _ _ ARCHITECT. VARIES - EE FTG. SCHEDULE �' °� ' ° #4 48' D.C._ ,n ' d �! ' �-- -=- ------ �--.------%----; " 1 3" 1. ALL CONCRETE METHODS, PRODUCTS AND WORKMANSHIP WILL COMPLY WITH AMERICAN CONCRETE BOTT. FTG. 2'-0" INSTITUTE STANDARDS. FOR REINF. SEE SEE FOUND. N TE #5 1 -10 2. CONCRETE SLABS ON GRADE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI AND A'' 0 ° FOR REINF. SEE A .r FTG. SCHEDULE 3" FTG. SCHEDULE 3" DENSITY OF 145 PCF. Hq 'me VARIES - SEE FTG. SCHEDULE •��y� CSLAB ' e R ^` W 3. REINFORCING SHALL CONFORM TO ASTM A615, GR60, INCLUDING TIES AND STIRRUPS. v on 9 THICKENED \�N�® �V!'�V VI��A A�� q, WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A185 AND SHALL BE 6" X 6" WL2 X W4 2, 0go FIBER REINFORCED CONCRETE MAY BE SUBSTITUTED UNLESS OTHERWISE NOTED. SLAB REINFORCIN MAY BE OMITTED IF NOT REQUIRED BY GEOTECHNICAL REPORT. ,.F, V 1 TOR COL.. AND COL. F � ��•■ ■I�� V®ice. �A• S4 SCALE - S. MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE: UNFORMED SURFACE IN CONTACT WITH E l �� S4 SCALE _ -0" S4 SCALE: 1" 0 6. SEE ARCHITECTURAL DRAWINGS FOR DOOR AND WINDOW OPENINGS, DRIP SLOTS, REV GROUND: 3 IN. B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER: 2 IN. GLETS, MASONR ANCHORS, BRICK LEDGE ELEVATIONS AND FOR MISCELLANEOUS EMBEDDED PLATES, BOLTS, ANCHORS, m - ANGLES, ETC. w a m r 7, REFER TO ARCHITECTURAL DRAWINGS FOR CONCRETE FINISHES WHERE FINISH IS NOT SPECIFIED, C FORM '-60`d54� o ism TO REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTE,o�o�opy"'. - � STL COL. & BMS. C.L. CONST. JOINT 8. MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS SHALL BE REFERRED TO FOR DRAINS, SLEEVES, OUTLET oz+°e� -o'B 32 Zz BOXES, CONDUIT, ANCHORS, ETC. THE VARIOUS TRADES ARE RESPONSIBLE FOR PLACING THEIR ITEMS. o�z� ?o ,� ZSOPE 2x6 STUDS AT 16" O.C. I CL STL COL. & BMS. 2x6 STUDS AT i6°D.C. r , f 4 9. REFER TO MECHANICAL DRAWINGS FOR HOUSEKEEPING PADS AND INERTIA BASES AT MECHANICAL E UIPMENT. Qu aoWo 2 1/2" 3° I I �- PREMOLDED CONST. JOINT V� �� ^ N� CONT. 2x6 SOLE PLATE - FASTEN TO 2 1/2' 3" {6"1. !( W/ #4 x 2 0" �24' I Q000mmUoo$�m CONIC. W/ 1/2 DIA x 11"+3" HOOK EXTERIOR SLAB, PAVING OR CONT. 2x6 SOLE PL TE - FASTEN TO Z V� ^ ��HmgaG000 FIN. GRADE -SEE CIVIL & CONIC. W/ 1/2" DIA x 11"+3" HOOK I I `` �w� wa° ANCHOR BOLTS AT 48" O.C. 7�7- �� T- '= zi'= �''-`r _ �_.-.g 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. TUBE$ - ASTM A500 GRADE B, Fx 46 KSI�z`=$z�ao ARCH. DWG'S. ANCHOR BOLTS AT 48" O.C. I I I BRICK VENEER - SEE F ` a z p"o6=oom ARCH. DWGS. 2. BOLTED CONNECTIONS, UNLESS OTHERWISE NOTED, SHALL BE 3/4" DIAMETER BEARING TYPE BOLTS g'a�'Fwa"'� SLAB -ON -GRADE -SEE PLAN NOTES CONFORMING TO ASTM 325-N, wi ¢ oo m' off= SLAB -ON -GRADE - SEE PLAN NOTES I SLAB REINF. TYP. ° "� B z=oa=To I ' ' 3. ALL BEAMS AND GIRDERS HAVE THEIR ROLLING CAMBER PLACED UP. FOR WOOD TO STEEL CONNECTIONS USE f ' ' EXTERIOR SLAB, PAVING OR ASTM 307 BOLTS. _. I iro ui zao.F �y�=�6� FIN. GRADE -SEE CIVIL & 4. NO CHANGE IN SIZE OR POSITION OF THE STRUCTURAL ELEMENTS SHALL BE MADE, AND HOLES, SLOTS, CUTS, gm� oo'S �Y3a n z� SLAB REINFORCEMENT SLAB REINFORCEMENT ARCH. DWGS. CONSTRUCTION JOINT b o��v -vz Imo ETC., ARE NOT PERMITTED THROUGH ANY MEMBER UNLESS. THEY ARE DETAILED ON THE APPROVEDISHOP a•��"vi'�'�'_">� DRAWINGS. ita oau�i�ga?o$z� 5. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED IS PROHIBITED WITHOUT PRIOR. AP ROVAL OF =------- -°-- '; •� b I I THE ARCHITECT. - o _s .e ° e < , �,VII �� b , . `'� •�I I co 6. ANCHOR BOLTS CONFORM TO ASTM A307 OR A36. NOTE: 7. NO FINAL BOLTING OR WELDING SHALL BE DONE UNTIL AS MUCH OF THE STRUCTURE AS WILL BE STIFFENED 1. PROVIDE SAW -CUT WITHIN 24 HOURS OF SLAB CURING TO PREVENT ANY DAMAGING OF THEREBY HAS BEEN PROPERLY ALIGNED. SLAB. ° �rti• OPTIONAL �� M O 8. ALL WELDS TO BE PREFORMED BY AWS CERTIFIED WELDER. ( QQ ° v CONSTRUCTION N 2. SEAL ALL SAW -CUT JOINS PER ARCHITECTS REQUIREMENTS. N. STRUCTURAL WOOD: v `r 1. ALL STRUCTURAL LUMBER GRADES AND SPECIES WILL BE SURFACED DRY, USED AT 19% MAXIMUM -� SAW CUT 1/4" WIDE x 1" DEEP WITHIN MOISTURE CONTENT AND SHALL EQUAL OR EXCEED THE FOLLOWING STRESSES. ' ji Q 0 •• °. • 24 HOURS OF POURING SLAB FB (BENDING) 1200 #/IN 2 Fc (PARALLEL) 800 #/IN 2 ! W Fy 90 #/IN 2 E 1,600 000 #/IN 2 M Uj ALL AL BER S SHALL BE NG SPECIES: CALIFORNIA 3" `.` •.` �''`,'�" �"'"'�'•' .>. "� "�' w a 2 DOUGLAS FIRRLARCHM(ALL) EASTERNHEMLOCKHEMLOCKF(ALL},FMOUNWIAIN HEMLOCK (ALL), SOUTHERNWPNDE(ALL), �= O (2) #5 CONT. 3" 3" T " VIRGINIA PINE (ALL), WESTERN HEMLOCK (EXCLUDING NORTHERN), AND YELLOW POPLAR (SELECT STRUCTURAL y- H #4 @48' O.C. �i OR NUMBER ONE ONLY.) a- (� Q #4 048" D.C. SLAB REINF. TYP. 0 3. ALL WOOD MEMBERS EXPOSED TO WEATHER OR CONNECTED TO CONCRETE SHALL BE PRESERVATIVE TREATED. r _ z HANGERS, METAL CONNECTORS AND STRAPS, STRONG HOLD NAILS AND NAILS SHALL BE GALVANIZED STEEL. ,� • 0 O 1'-4 4. PROVIDE DOUBLE STUDS IN THE STUD WALLS UNDERNEATH ALL BEAMS AND LINTELS UNLESS OTHE WISE NOTED. ,Q L_ 1 -10" SAWCUT CONTROL JOINT 4 5. ALL EXPOSED LUMBER AND SHEATHING SHALL HAVE EXTE 0 G E 5 `�' L 6. PLYWOOD ROOF SHEATHING SHALL BE ATTACHED W/ 10d NAILS 0 6" O.C. 0 PANEL EDGES & 12' .C. IN •� p�.�'�• ��"'"��''(/'eI{� W �.^q E R G W ��(/��( K pP� I I" PfPi�RICATED WOOD WR JSSES & TXS: p 'v 2 ERI R • • VI• •• O BRICK L� �"" �RII�R ��"• •• V� SIC• Lim 1 ® CON�OL 4�OINT COPY 1• ROOF TRUSSES & TJI'S SHALL BE DESIGNED AND ERECTED JN ACCORDANCE WITH SECTION 06190 ��� SPECIFICATIONS. IJ � � 1 2• TRUSSES OR TJ1'S SHALL NOT BE CUT FOR PLUMBING OR WIRING UNLESS SHOWN ON THE APPRO D SHOP 5 4 SCALE: 1" = 1'-0" NOTE: FOR SPECIAL SHEAR WALL ANCHORS -SEE S Lt SCALE: 1' - 1'-O' FOR SPECIAL SHEAR WALL ANCHORS -SEE SCALE: 1" = 1'-0" S 4 DRAW NGS. DST. 16/S6 &FOUNDATION PLAN FOR LOCATION DST. 16/S6 &FOUNDATION PLAN FOR LOCATION 3. MANUFACTURER WILL PROVIDE FABRICATION DRAWINGS AND DESIGN. CALCULATIONS PREPARED BY LICENSED PROFESSIONAL ENGINEER, ALL DRAWINGS AND CALCULATIONS WILL BE APPROVED BY THE ARCHITE T PRIOR °T TO FABRICATION. ALL TYPICAL DETAILS, ERECTION NOTES, AND BRACING SHALL BE SHOWN ON SHO DWGS. •,,.� IX. PWAI1=AIED LAWAIIED VENEER WMIS : ¢ COL I. LAMINATED VENEER LUMBER MEMBERS SHALL BE DESIGNED AND ERECTED IN STRICT ACCORDANCE WITH THE " it THESE PLANS AIVD ALL PROPOSED WORK MANUFACTURER'S STANDARD SPECIFICATIONS. 9 Q AND SUBJECT ITO ANY CORRECTIONS 2, MEMBERS SHALL NOT BE CUT FOR PLUMBING OR WIRING UNLESS SHOWN ON THE APPROVED SHOP DRAWINGS, REQUIRED BY MELD INSPECTORS THAT 3, LAMINATED VENEER MANUFACTURER WILL PROVIDE FABRICATION DRAWINGS AND DESIGN CALCULATIO S NO PIPE P ETRAIIONS MAY BE NECESSARY IN ORDER TO PREPARED BY A LICENSED PROFESSIONAL ENGINEER, ALL DRAWINGS AND CALCULATIONS WILL BE APPROVED ,y BY THE ARCHITECT PRIOR TO MEMBER FABRICATION. ALL TYPICAL DETAILS, ERECTION NOTES, & SR CING COMPLY WITH 'ALL APPLICABLE CODES. SHALL BE SHOWN ON SHOP DWGS. 9" 9". 4, MANUFACTURER SHALL PROVIDE METHOD OF FASTENING MICRO -LAM MEMBERS TOGETHER. S. DOUBLE MICRO=LAM MEMBERS SHALL BE ABRAIDED AND PAINTED BEFORE ERECTION. SIMPSON CB66 X. CEMENTnIOUS ROOF DECK PANELS 6x6 WOOD COL. '.. 1. CEMENTITIOUS ROOF DECK PANELS SHALL BE DESIGNED AND ERECTED IN STRICT ACCORDANCE WIT THE EXTERIOR SLAB SQUARE CONC. MANUFACTURER'S STANDARD SPECIFICATIONS. Revisions ______®______ �_____ _ _ _____ _______�__ _ _-®__- SEE CIVIL & ARCH. DWGs PEDESTAL 2. SUBMITTALS SHALL INCLUDE DETAILED SHOP DRAWINGS MADE BY THE MANUFACTURER OF THE ROOF DECK SHOWING METHOD OF ATTACHMENT, LAYOUT OF PLANKS, AND EDGE DETAILS AS REQUIRED T T/SLAB O (4) #5 VERT, W/ CLEARLY EXPLAIN THE WORK INVOLVED. ALSO SUBMIT MANUFACTURER'S LITERATURE AND INSTALLATION THRU ADDENDUM "A" N SEE CIV L o STANDARD HOOK INSTRUCTIONS. 1 /20/06 3" 3" w 3. THE FASTENING SYSTEM SPECIFIED MUST BE CAPABLE OF DEVELOPING A RESISTANCE TO WIND UPLIFT OF O O n - CLR CLR Q SEE DETAIL ON S2. THE DECK SYSTEM MUST ALSO DEVELOP 400 PLF OF. SHEAR RESISTANCE TO WIND OR CITY COMMENTS 1/5/09 `./ SEISMIC LOADING. d � d ° QCODE COMMENTS 3/2/09 Q XI. o STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. w -- (3) #3 TIES CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP DRAWINGS AND -- - --- 2" CLR. TYP. @ 4' O.C. _�• --- - - -_- ] - � "_-_-- � -- -- � - -___"� - - - ®-- w WORK. I it 2. NO OPENING SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT. ° 4 ° d •, ' ' 3. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT THE WRIT EN ° d' . G 'd F j APPROVAL OF THE ARCHITECT. NOTE: NOTE: BL. WRAP PIPES FOR TESTED COMPACT .� ,'e 0 4. OPENINGS V-4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE STRUCTURAL DRAWN S. REFER NO MORE THAN TWO IF MORE THAN 2 FLEXIBILITY BACKFIL ABOVE e w 2 TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH OPENINGS. I PIPES (CONDUITS) PIPES OF 3" OR (1/4" MIN.) TRENCHES a ° NN 5. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UQON PROJECT DATE AGGREGATE DIAMETERS LARGER ARE o STRUCTURAL FRAMING, CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF TH6 FRAMING = 9 AGGREGATE 6E DIA IN PARALLEL WITHIN A (IFAT THE TIME THE LOADS ARE IMPOSED. / / 04 02 0$ LAYERS 2'-0" AREA (HORIZ.) 1'-O" SQUARE 6. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. DRAWN BY PROVIDE E E GT )D" ROOF DECMNG ALONG THE LENGTH LMHA SEE FTG. SCHEDULE 1, PANEL SHALL BE APPLIED WITH LONG DIMENSION PERPENDICULAR TO FRAMING. ADJACENT ROW OF, PANELS SHALL BE STAGGERED. i CHECKED BY •7,.�N^' 2. PANELS SHALL BE FASTENED TO SUPPORTS USING 10d NAILS SPACED AT 12" O.C. AT INTERMEDIATE TYP. mENET A , IVN 111RU SUPPORTS AND AT 6" O.C. AT SUPPORTED PANEL EDGES. - i EAH 3. 1/8" SPACE SHALL BE ALLOWED AT ALL PANEL ENDS AND EDGES 1. 3 NOT USED 6 FOOTING OR GRADE REA 11 EXTERIOR COL. AND COL. FTG• q. PANELS SHALL BE INSTALLED CONTINUOUSLY OVER TWO OR MORE SPANS. Sheet NO. S4 SCALE: 1" = 1" 0" S4 SCALE: 1" = V-0" S4SCALE: 1" = 1'-0" ,.. S4 \2006\06 - Golden Corral\06324 - Golden Corral - Port St. Lucie, FL\Drawings\S4AA.dwg Mar 2, 2009-2:20pm 1 LVL BRG. i\ S r5SCALE: 1 1 /2 = 11-0. -' ,,.. .. . , >. _ _ £.. AM%'.hD"ryW'kR�RiP# krrcSX..L`.d�ek:h:. 'E'+•,te1MMP#SRA� ;kf`v5Y•. ... _ 4YS'"SNPdIIvi4mx."^`Tx: ,.'.. _ ... ., ... �AIT.!"�54�9e,rt^T^"EAx•.T, .. .. ^".A�'�°"fp.RT. - CEMENTIOUS ROOF DECK CEMENTITIOUS ROOF CD P C 5 8' X PLYWOOD PANELS DECK PANELS SEE PME1� / A et 12 Pro No. d5125.00 LVL BEAM -. PANELS --- ROOF CONT. l 4 x 3 1/2 x 1/4 F DECK " SEE DET..i/AS - 5 8" PLYWOOD 2x6 RAFTER ® 24" O.C. 1 ROOF DECK 12 C CEMENTITIOUS :_, / TIbUS ROOF DECK 6 5 � TRUSS SEE ROOF _ n SE PMEi . EL VAJAFTER 351 u SIMPSON HTS20 FRAMING CLIP FRAMING PLAN T/DOUBLE PLATE R- P OR APPROVED EQUAL 1/S TRUSS TOP 2x8 FACIA a EACH SIDE OF LVL CONT. L 4 x 3 1/2 x 1/4 LLH CHORD EXTENSION 2x8 FACIAx x x , SIMPSON HI CAP W QONT, 2x6 TOP If SEE DET. 1/A8 WHERE SHOWN I x ' EACH RAFTER "0 0_ _ SIMPSON HI •• ON PLAN. (4) 2x6 HEADER BETWEEN EACH RAFTSLOPED DOUBLE 2x6 COLUMNS LVL BRG. 3'- 3/4' f jk LVL BRG LVL BRG. 5 ' 2" TOP PLATE IRV 8'-1 1/2 R CONT. 2x6 - 8'-1 1 2" 7'-4 1 2" 8'-1 1/2"/7'-4 1/2" TRUSS BRG. 2x4 BLK O BETWEEN R2x4 DIAGONAL T-4 1/2' / / / CONT. 2X10 -% 5 1/2 �j u 2x6 TOP FASCIA BD. ------ LVL BM -SEE ROOF SLOPED DOf ZFRAMING PLAN = ' = ' BRACKET ® 16' o.c.(2)2x4-- ROOF FIB - SEE '�TOP PLATE ALTERNATE DIRECTION z tom- a LVL BEAAMING PLAN LVL - SEE ROOF FRAMING PLAN Uj W bSIMPSON HTS20 OR APPROVED "` 1/2" OSB W a Z 3'-6' ' EQUAL FRAMING CLIP ;,1"2x6 BOT. SIMPSON HTS20 OR EACH SIDE OF EACH LVL ____. _ LVL BRG. < p3'-6 OR 6" \ , 2x6 16" D.C. IAPPROVE EQUAL FRAMING CONT. 2x8 8'-4" ; CLIP EAC SIDEOf EACH LVL BRICK VENEER i FASCIA %CONT. 2x10 SEE ARCH. DWGS. O (OR APN OVED0 FRAMING CLIP l x CONT 2x6 PLATE S an ¢ CONT. 2 2x6 TOP PL' (OR APPROVED EQUAL) AT x x ;' , x CFASCIA BOARD HEADER S E DET. ,1/S5� 2x6 STUDS AT 16" O.C. - EA• END OF EVERY TRUSS 1/2" OSB- 2'-6" % " '; 5/8"0 x 10" LAG BOLT �— (2)2 6 W/ CONT. SIMPSON A35F FRAMING ANCHORS i PROVIDE (2)2X6 W/ CONT 0 16"o.c. W/ 2" 1/2" PLYWOOD SPACER (1)EACH SIDE ; 1/2" PLYWOOD SPACER 1j2„ x' UNDER EACH LVL. (2)2X6 W/ CONT. 1/2" ' UNDER EACH LVL % HOLES R - PREDRILL WINDOW UNDER HEADER NOT PLYWOOD SPACER UNDER (SEE DET.STUD L7/S BEYOND j nm T CEMENTITIOUS ROOF DECK aa.� U1 .^c, SHOWN -SEE ARCH. DWGS. / EACH LVL. A n a T/SLAB EL. VARIES ko 0 0' SIMPSON SP6" STUD PLATE . ;1 h •,p1 TREATED 2x6 SOLE PLATE 5 SEA (1)S® EAgIDBL.ESTUDUUNDER 11ON 13 ��®� � �� 2x6 ®,6" O.C. S5 SCALE: 1 1/2' = 1'-0' LVL (NOT �EQb AT S5 SCALE: 3/4' = l'-O" C M SIMPSON 'SP6" STUD PLATE TIES _ "t2 EQ - NAIL TIE THRU STUD; 1 ® SCALE: 3 4' = 1'-0" y T " () / 2x4 DIAGONAL EA. pBL. STUD UNDER LVL NOT HOLDDOWN', ANCHORS) S5 i , ,a�' (� BRACKET ® 16"o.c. ;c,. REQ'D A7 HOLDDOWN ANCHORS) TREATED 2x6 SOLE PLATE CEMENTITIOUS ROOF DECK " (� _-- _ I (2) CUT 2x8 CONT. PLATE V-1 1/2" 2'-0" (5) 16d NAILS ® EA. END SLOPED EVIL (2) 2x4 STIFF LEG (1) UNDER & (1) SEE ROOF FRAMING PLAN THRU ROTS 3x6 BLOCKING (SLOPED) ROOF DECKING — 0 24"o.c. STAGGERED COUNTERSINK HEADS 5 8' PLYWOODt./�3 - 6 1/2" raa CEMENTITIOUS ROOF DECK (4 I BOLT TO W14 W/ 5/8'm j BESIDE RAFTER G (1 LVL / �I/ ( ) ROOF DECK 18 GA X 14" LONG STRAP - TIE AT EACH 2x6 OUTRIGGER 5/8" PLYWOOD -- '2 1/2" W 6 10d NAILS EA. SIDE ROOF DECK " 7_x6 16" D.C.HANGER PER LVL 2x6 OUTRIGGER / ) HAP+,_ MANUFACTURER AT 24" 0 C 10d NAILS ® 4'-0" O.C. INTO 2x8 RAFTERS - SEE PLAN i x ' ^�, W� CENT L4x3 1 g j4 LLH BL CKING ® BRACE LOCATIONS :x ON •• SEE DET. 1 jA9 - �- CONT, 2x8 . `t 12 SCALE: 3/4" = 1'-p" \• 17 T STL FASCIA - 6.5 (2) 2x 0 CONT. PARALLEL S5 ��. TO VA LEY 15 -2 1/2 WEB STIFFENERS PER WEB STIFFENERS PER \ / 2x6 BLOCKING B W - CONT. 2x10 -� MANE. SPEC 2x6 BLOCKING \ / ' / CE EN ITIOUS ROOF DECK � �� s a � m FACIA BD. MANE. SPECS. _" SIMPSON HU3 6 BETWEEN OUTRIGGERS —� TRUSSES ® BRACES PA EL -SEE PLAN NOTES °w°t,<Xa" a HANGER OR APPROVED Wj SIMPSON U26 A��a Jaffa �o —1 EQUAL ' EA. END, 08�v oao.. LVL OUTRIGGER - SEE CONT. SLOPED 2x6 ROOF FRAMING PLAN SIMPSON HU314 S• N..;.:: „©-gig NAILED TO TRUSS 3 2 1/2" a W ATTACH TO BLOCKING SIMPSON TS18 m � �I^i00 ti LVL -SEE ROOF "TIGHT -FIT' ALL S BLOCKING \ 2x4 ♦£ 1/2 OSB go `y w wo 2x6 OUTRIGGER o wzT55 2 -0" FRAMING PLAN FRAMING SHEATHING BACKUP ® 24' O.C. CONT. SIMPSON H8 FRAMING CLIP °' SIMPSON H2.5A CLIP AT OR APPROVED EQUAL EVERY JOIST (OR APPROVED 2x6 STUDS AT an�UCwBao SLOPED (2) 2x6 TOP PL. (5) 16d NAILS 6° < x o t+a w0 AT EACH OUTRIGGER TRUSS - DOUBLE 2x6 BLOCKING SEE PLAN B/W TRUSSES 0 LVL BEAM - SEE SEE ARCH. DWGS. ', ` 12 _g t 2 LLz� 14" TJI 350 I T STL. 2x6 STUDS AT 16" O.C. ROOF FRAMING PLAN o 16" TJI 350 SIMPSON H6 BRACES W/ SIMPSON FOR BRICK ---3 .ism WRAP AROUND TRUSS CHORD LUC26Z EA. END. \ Vm py wDjRs L 2 1/2"x2 1/2"xl/4" EACH SIDE THRU BOLT ' + `" 8' gigs ten CONT. DOUBLE 2x12 STEEL BEAM 2x6 BRACES ® EA. ' �_ zB'iuo <mvLL, W 1 2° 0 THRU BOLTS ® SEE ROOF F AMING PLAN 2-2x10 W/ (2) 1/2" DIA. THRU SOUS, LAG 2x6 PLATE TOP & BOL ] TS 5"x5"x.25" 0 ��1yR 0 2wgm / / SEE DET. 20 S5 �d&&ozo z / VERTICAL TRUSS MEMBER TO LVL W 2 3 8" DIA. x 6" LAG BOLTS BOLT 32° THRU w ° �. '° I � W 1 2'0 THRU � w°w -' waaaa <,-w 2 O.G. (STAGGERED) / O / % (2) 16d NAILS ® / EA. VERTICAL ' + H So '' 1 4 R 2 TiN 6 � 10 E TRY R " V �..��� 18 E��� S5 SCALE: 3/4" = l'-O" S5 SCALE: 1 1/2" = l'-O" S5 S5 SCALE: 3/4" = l'-O" LVL - S5 SCALE: 3/4" -= 1'-9" o J SCALE: 3/4" - 1'-0 SEE PLAN PLAN VIEW Lj_j r �_ CEMENTITIOUS ROOF CEMENTITIOUS ROOF CL 1 0 Q (2) SIMPSON H2.5A CEMENTITIOUS ROOF DECK 2 3 2 4 1 PANELS CANTILEVER LVL CUT 2x BLOC,KING DECK PANELS CANTILEVER LVL CUT 2x BLOCKING CU7 (2) 2x BLOCKING 2x4 BLKG No. 14 -5/8"� HEAD SCREWS ® 12' o cLd T/FRAME BETWEEN LVL S BETWEEN LVL'S BETWEEN LVL'S R LVL BETWEEN TRUSSES CEMENTITIOUS ROOF DECK 0 fe CUT 2x 3 5 8' 3 5 8" 3 5 8' 0 16" o.c. 0 LL1 CONTINUOUS 20 -10 DECK PANELS 3 5j8'' CONT. 2 2x8 - / / / CANTILEVEi CEMENTITIOUS ROOF DECK SEE DTL 5/Al2 I �5 C BOLTED TO STL. CUNT. 2) 2x8 - BOLTED TO STL. CONT, 2x8 -BOLTED TO STL PANEL �_ BM. Wf 5/8"4 THRU BOLTED BM. Wf 5/80 THRU BOLTED BM. W/ 5j8"0 THRU BOLTED TRUSS RG, ,- J ERED ® 24 O.C. STAGGERED 0 24 O.C. STAGGERED ® 24 O.C. STAG 9'-8'• H < LVL BRG LVL BRG OL LVL BRG. OL J4LVL BRG. [L L� LVL - SEE RO 19'-9 1/4" 16'-0 1/2" LVL SEE ROOF 16'-0 1/2" 15'-5 1/2" LVL - ROOF TRUSS I FRAMING PLAN FRA ING PLAN F IN C - - --- j .. T STL T STL T STL 10d ® T ROOF LVL BM. 0 8 o.c. —, `�. j j RAM G N C • { 15 -9 1 j2" 15 -9 1 2" 15'-2 i 2 9'-2 1/8" � „ / Q ..- 2x`10 LEDGER - ATTACH W/ (6)OdL I 'C CONT (2) 2x6 TOP PL '• `"'+�,. T JI •' ��.,, I .. 2x6 STUDS AT 2'-0" D.C. TIE WHERE SHOWN 16'-0 1/2" 26 ® 16d ® EACH VERT. STUD S FASTEN BOTTOM PLATE TO ON PLAN - SEE x 24" o.c. F p 1/2" COX PLYWOOD TJI WITH 10d NAILS 0 8" O.C. DETAIL 8/S5 - " 1 T LVL BM. U SHEATHING TJI BLOCKING BETWEEN JOISTS / 2x6 CANT 8'-10" _j (2) 2x6 CONTINUOUS ----- PER MFR. SPECS. LVL - SEE ROOF (2) SIMPSON HTS20 (TYP.) T & B �\� � FRAMING PLAN � A (2) SIMPSON HT$20 (TYP.) 5/8" OSB ROOF DECK NO PLYWOOD -SEE NOTE BELO IT r (2) SIMPSON HTS20 (TYP.) 5 1/4" X 18 „12 LVL BEAM LVL BEAM BEYOND kpv STEEL BEAM - SEE ROOF STEEL BEAM -SEE ROOF STEEL BEAM -SEE ROOF SEE ROOF 16 TJI 350- SEE FRAMING PLAN FRAMING PLAN CONT. DOUBLE 2x12 FRAMING PLAN BOTi. ROOF LVL BEAM 0 ROOF FRAMING PLAN W%1/2" 0 THRU BOLTS ASSEMBLE j " CONT. DOUBLE 2z12 FRAMING PLAN WEB STIFFENERS PER CONT 2x8 BOLTED TO STL. i ( 8'-1 i 2 CONT. 2x8 - BOLTED TO STL BM. W/ 5/8"0 THRU BOLTED S {� WOR BY MFR.) pF ,, MANE. SPECS. Y{ THESE PLS`�� SIMPSON THA418 HANGER OR APPROVED T, \ (2) SIMPSO H2.SA W/i/2 0 THRU BOLTS ® BM. W/ 5/8"0 THRU BOLTED @ 24" O.C. STAGGERED V V°yl � ?!{3HS EQUAL - BEND OVER TOP OF LVL _ 12 D.C. (STAGGERED) @ 24 O.C. STAGGERED SIMPSON HANGER CANI SUBJECT T� ��N 1 --� 1 3/4° PROVIDED BY TRUSS CONT. DOUBLE 2xl2 BOT/LVL BEAM CUT OFF CORNER OF LVL TO BE HORIZ 16 TJI 350 - SEE JOIST W/1/2" 0 THRU BOLTS RE9UIRE� B EIELCP INSPkCTOR� TEAT RO FRAMING PLAnI " 12 O.C. (STAGGERED) MJl`{ BE NECESSARY E1�! �%��1�F T� 7'-4" NOTE: FOR ADD'L INFORMATION TO MANF R NOTE: „ll " TOP CHORD OF TJI IS UNBRACED 15 .�, OMPLY WITH ALL APPLICr es "DES SEE ARCH. DET. 5/Al2 -arm . � . 11 LVL AN TJI RI �+ n `n " �%� ,.70 FOR APPROX. 9'-0". PROVIDE cr,;U_E 3/4" __ 0" 1 9 LVL 1 I 1/ L., " BLOCKING AS REO'D TO LATERALLY S5 SCALE: 3/4' = V-0' S5 SCALE: 3/4" 1'-0" S5 S5 SCALE: 1 1/2" i'-0" 7 BRACE JOIST. ^..r 5/8" PLYWOOD CANTILEVER LVL CANTILEVER LVL � ROOF DECK 3 Revisions 2x10 TIE -SEE Z A63 ' q83 Ai3 A 3 (2) 2x6 TOP 2 THRU ADDENDUM "A" ROOF FRAMING PLAN PLATE W ASHE A325 BOLTS 3 ROOF KNEE WALL T ROOF EACHA G &NUT CEMENTITIOUS ROOF DECK CANTILEVER LVL' --------- EACH ANGLE 1 /20 j06 VARIES - - O PANELS ° 3 5/8" 5/8" PLYWOOD - N \7 ROOF DECK -'- ,. 2x6 0 � -- --- -- ---- > OEMENTITIOUS ROOF T/ TJ1 ® y ECK PANELS 16" O.C. PLAN VIEW RI ® HEADER 1/OLUMN2 _ A ES STL C o Do o o a OL 4 M ,LVL -. SEE ROOF SIMPSON A35 EA.SIDE (3) 1 3/4"x 11 1/4" LVL TS 5x5 HORIZ. TOP & BOT. _ _----- `FRAMING PLAN ;• W/ 2x6 T&B WALL BRACE M i 1 3/16., BOTT, TIE - LVL - ROOF 17'-i 1/2" " 1 FRAMING P mi SPLICE PLATE - / ' DOUBLE TJI BOTj FRAME II I1 1 2' THRU-BOLTS 8'-6" SIMPSOM # HST2 OR I I 3/28/08 F ------x - -- ---------- ' APPROVED EQUAL LVL BRG. (3) 2x6 JACK STUDS (3) JACK STUDS T TS 5x5 I i (1) 3/4"0 A325 BOLTS--�•-+-- -- (3) 3/4" 0 THRU BOLTS (2) SIMPSON HTS20 (TYP.) 16'-0 1/2' SIMPSON CS18 TYP. EA. 12- 9 1/2' - - (1) 3/4 0 3 NUT L DRAWN BY EADH SIDE T STL FACE EA. END (4 TOTAL) - - - - I I EACH ANGLE LMHA 2x6 STUD WALL 1 I " CONT. DOUBLE 2x12 15'-9 1/2' Title i ii W/1/2" 0 THRU BOLTS ® 2x6 STUD WALL A CHECKED BY 12 O.C, (STAGGERED) STEEL BEAM - SEE ( ) SHOP WELD TO BF�ACE EAH SHEAR WALL L 3x3x1/4"x 0'-3' TOP & BOT ODE FRAMING PLAN E-LEVA-HON Sheet No. TIE ATTACHM 4 LVL RI� 12 EAR 16 AR 'ALA. 20 �1�w�,. ACE S5 SCALE: 3j4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3 4" _ 1'-0" S5 S5 / S 5 SCALE: 3/4" - 1' 0" S 5 SCALE: /2" L: \2006\06 - Golden Corral\06324 - Golden Corral - Port St. Lucie, FL\Drawings\S5AA.dwg Jul 23, 2008-1:55pm ,-- 3,. " 3/8" FITTED STIFF PL. 3 SIDE - STEEL BEAM, REFER TO FRAMING PLAN EA. SIDE BEAM WEB FOR SIZES AND LOCATIONS I J BEAM - SEE PLAN II CAP to 1/2"x5"x10" (4) 3/4" DIA. N.S. BOLTS TS 4"x4"-SEE ROOF STANDARD ANGLE SPLICE II; FRAMING PLAN WELDED TO BEAM (TYPICAL) Q COL., CAP PL. & STIFF PL'S. 1 UmAAA T STL• + 9 „L S6 SCALE: 3/4" = 1'-0" SCAT L: 3/4" = l'-O" 3/4"0 A35 BOLTS (TYP.) o 5.00 LVL BRG. 16'-0 1/2"c iv O 5 1/k 1......:..:.._ T STL o.T - U') '.. ll� n ;:; T STL 4.5tL_ 15'-7 1/2" • 12 LVL BEAM -SEE IQ r FRAMING PLAN BR-1 - 3"x 3"x 1/4" CLIP ANGLE WELDED- }j TO CANTILEVERED BEAM & TO WEB OF I•• __-CONT, (2) 2x6 TOP PL, BEAM ALONG COLUMN LINEQ- SEE SHT. UJ m S2 FOR LOCATION t1 I p �18 CANTILEVERED BEAM -- �� 9 T1(rP. � ' � i WALL w TYP. SEE ROOF FRAMING PLAN Z w o . 3j16 SHT. S2 LU a z U z ' S 6 SCALE: 3" _ - _ 12 U r o � r �t4.5 y�----Q•COL., CAP PL. & STIFF PL'S. or T•. to N CANTILEVERED BEAM -SEE I m III PLAN VIEW ROOF FRAMING PLAN SHT S2 STEEL BEAM, REFER TO ROOF FRAMING BOLTED CONNECTION, (4) 2 3 4 (2) 3/4" DIA. A-325 U) PLAN FOR LOCATIONS AND SIZES / / BOLTS EA. SADDLE 'I; (3) 3/4"0 A325 BOLTS 3 4" DIA HS BOLTS TYP SEE DET. 11 S4 FOR - AT ALL COLUMNS ADDITIONAL NOTES BENT PLATE SADDLE II W/WASHER & NUT 0 EACH FOR THIS SECTION ; 5 1/4"x t8" LVL FL 27497 IQ 1/4"x 5'x 36" - " THRU-PLATE - SEE DET. 14 S6 ' CAP F 4"x 7"x 14" T STL ///:-� / j 8/ O BFEN�4Px 57 x 36DDLE e ( b o WELD TO SIDE Of COL' WELD TO SIDE OF COL, (8) 3/4"0 A-325 - BOLTS (4 EA. SIDE) I ® SEE D. 2/S6 g � n� 7 1 4IN I" ® 4,1 @ tf 4 3 4" DIA. F-1 i 3 5 8" 3 5 $" 4"x 4"x 1/4" CLIP ANGLE I I O / I BOTT. LVL A R� _ 12 a BEAM 1 EA.SIDE I A-325 BOLTS 7'-4 r N° \\���� STEEL TOP PLATE, SHOP I (3) 3/4" DIA. THRU PLATE U a c y - 4.5ft_ WELDED TO CANTILEVERED WELDED TO COLUMN (TYPICAL) ( ) TS COLUMN, II II A-325 BOLTS FL' 3/4 x5%14' 0 TS 6x64% N, REFER TO t 3/8"x9"x10" � � 7I COL BEYOND SEE 5 1 4°x 18' LVL R 3j4'x5"x12" � TS 4°x4' � � a (�1 � / I FOUNDATION AND FRAMING CONT. (2) 2X8 PLATE ROOF FRAMING PLAN TS 6"x 6" STL. COLUMN SIZES OR! LOCATIONS AND I I SHT. S2 I (1 THRU PLATE H T/STEEL BEAM ILJ o COLUMN 4'- 1/2" n.t.s. 16'-4 1/2" n.t.s, �� EL. VARIES LVL BEAM - / ( ) TS COLUMN IN WALL SEE ROOF FRAMING PLAN �'L"' jj /'"� SEE FRAMING 2 SCALE: 3 4" "� M. " DUAL 5/8" THRU BOLT PLAN I I TS COLUMN - SEE ROOF - ' ,�* tom. (� 24" o.o (STAGGERED) EQ. VARI - EQ. (^q I FRAMING PLAN -SHEET S2 SHEET S2 HH � S6 SCALE: 3/4„ = 1�-O" SROLNBEAM N SEE 14 /"'vi6N1 AI AI�1 � ^Eh � ��^ S6 / r SIMPSON CS16 TYP. EA. I Q �� LVL. S A a spa FACE EA. END (4 OTAL) S6 SCALE: 3/4" = 1'-0" N 2x6 TOP (2) 2x6 S6 SCALE: 3" = 1'-0° wz m EXTEND 12 Wwg��o b&t1,2 \ PLYWOOD SEE STRUCURAL 4'S � ga a0tg�' x=*v- (2}2x4 (2)2x8 -TRUSS BRG-9'-8' • LVL OR TJI `�COIPBEESTUDS. WALLPLATEPLANS DOUBLE 2x6 1,-$o�6mwoww wo 2x6 BOT. LVL BRG.-8'-4" �` € �- a 4 THRU BOLTS. - PLYWOOD EDGE TI mwJtlZo�wow LVL 3 1/2"x16"-SEE (3 1 d END NAILS z ^ H1 H2 ROOF FRAMING PLAN u SHEAR WALL ENO BLOCKING AT LVL BRG. M WWI CONTINUOUS 2x6 @ o ��aYna�IizLSo DOUBLE 2x6 N Go�ww3 g POST HOLDDOWNin © FRAMING IN BALLOON < A as ����'aa$ BLOCKING AT 0aa (3) JACK STUD SEE SCHEDULE a y y LVI_ BEARING MIN.- ® NOTE 1. - SEE NOTE 1 PLYWOOD EDGE v FRAMING - I W�wo a;f��w�&���a ON DET, i6/S6 w °��8�o€owa Zoo �-HOEDOWN ` -2x6 STUDS CP 16" O.C. w w SEE NOTE 1. - zm�wa� oo� w�o� ANCHOR SEE SEE NOTE 1. w `� i o y $ � Kai x ' of DET. 16 S6 NOTE 7_. awow - ¢wvY ME ANCHOR % ��//�� //��( (/�� (/�) T ��'�j SCHEDULE ON SFE SEE NOTE 2 SEE NOTE 3. w oaaz "zs �wmo S') T'•" _�''L"•••" 't ""' / L!Y awn M,/m`�Rle N S II�`'WALL Q / m SEE NOTE 4. �a'$a v,$ci SEE NOTE 2. S�' SCALE: 3/4" = 1'-0" 11" MIN. SEE NOTE 2. EMBEDMENT. / SHEAR WALL - SEE PLAN SEE SCHEDULE 00 Tp� � SIMPSON "SP6° TIE AT DOUBLE SHEAR WALL FOR INTERMEDIATE _ RU U fgr RFiO UFY SEE SCHEDULE FOR a In HOLDDOWNS INTERMEDIATE STUD UNDER LVL (NOT SEE PLAN LtI REQUIRED AT HOLDDOWN 19`-5 7/8" HOLDDOWNS LOCATIONS) F W NOT TO SCALE 1 N0 To6�,AR AL _I 0 e J to RIDGE S6 SHEAR WALL DESIGN NOTES:? D w H 19'- 1/2" 19,-1 1/2" O 7 ELEVATION- SHEAR WALL NO SCALE 1. SHEAR WALL SHEATHING: 1/2" BLOCKED APA RATED STRUCTURAL I GRADE, EXPOSURE I, PLYWOOD OR OSB. =j -- -- - - I iO NOTES: 2. NAIL TYPE: 10d GALVANIZED, j , - 3. NAIL SPACING: O7 1. END POST REQUIREMENTS AT SHEAR WALLS: 3-2x6 0 SW2, SW3, SW4 SEE SCHEDULE j Q 2-2x6 1, ®SR 4. SEE ELEVATION NOTES AND SCHEDULE FOR END POST, HOLDOWN AND SILL PLATE TO FOUNDATION ANCHOR REQUIREMENTS. <C EDGE OF MAIN ENTRY 2. HOEDOWN ANCHORS ARE SPECIFIED IN THE SCHEDULE FOR 12 / I \ �f6.5 i ROOF BEYOND. EACH SHEAR WALL. 5, SEE FOUNDATION PLAN FOR SHEAR WALL SW'S) LOCATION. x- .2 ±6.5r- SCAB ON 2x6 FOR 3. FOR BOTTOM SILL PLATE TO FOUNDATION CONNECTORS SEE SCHEDULE 6. ALL HOEDOWN TYPES (EXCEPT INTERMED. A.B'S) REFER TO "SIMPSONS STRONG -TIE" MODEL NO'S. (OR APPROVED EQUAL) RAFTER OVERHANG, 11 a i? FOR TYPE AND SPACING. TYP. EACH SIDE. 4. STUD SPADING AT EXTERIOR WALLS: 2x6 ®16" O.C. LLI O 7. WHEN A SHEAR WALL ENDS 0 A STEEL TUBE COLUMN ATTACH WALL TO COLUMN W/POWER ACTUATED NAILS 0 8" O.C. VERTICALLY -I -° 1 TRUSS B LING PER SHEAR WALL SCHEDULE �- MANF'R HOP DWGS \ •I cn 1 7771 END POST HOLDOWN / \ SHEAR WALL SHEATHING HOLDOWN INTERMEDIATE SILL ANCHORS NAILING PATTERN MARK TYPE MODEL NO. ANCHORS AND SPACING EDGES INTERMEDIATE PANELS REMARKS 1 M, I c _ SEE DESIGN NOTE 1 1-HD2A (DETAIL 11/S6) 5/8" 1/2"0 A.B. 032" O.C. 3" o.c. $" o.c. TP" ,x -"' Or to SW2" SEE DESIGN NOTE 1 1-HD6A DETAIL 11 56 7/8" 1/2"0 A.B. @ 16" O.C. 3" O.C. 8" O.C.2x6 MIN, TRUSS BRG. "SW3" SEE DESIGN NOTE 1 1-HD10A (DETAIL 11/S6) 7/B" 1/2"0 A.B. ®16" O.C. 3" o.c. 8" 0.0. 9'-8„ „ / 2x6 BRG. WALL TRUSS BRG. 2x6 BRG WALL\ SW4" SEE DESIGN NOTE 1 2-HD10A (DETAIL 11/S6) 7/8" i/2"0 A.B. Cs 8" O.C. 3" O.C. 8" o.c. T :� �>� ^?n+' 3" 2 1/2' OR HEADER 3T-10" 9'-8" OR HEADER 3' 38'-9" PROPca�'_� Wow a 1,-1 1/2"-7r-1 1 2' SE PIp,NS AND ALL Y CORRECTIONS 3 / HE ANY T O T T _. - STEEL BEAM r ', T O A /S AN0 SuBJECR, To INSPECTORS TQ I 9 STANDARD ANGLE CONNECTION H MAIN ROOF RIDGE BEYOND ' RE FIRED y 01EL RY IN ORDER 15 1 0 " RIDGE �2 i z" 19'-1 1 2' MODES. rL g 1- 19'-1 �OVI�1Cah (ROOF DECK A. TOP CHORD PLY WITH ALL APPLECAB /j -- T MAIN RIDGE 1. DESIGN LOAD CRITERIA Al SE N LE C --------- / / ( ) COM T�5 y 1%2 THRU ADDENDUM "A" t21'-1 3/4" 1, DEAD LOAD 20 PSF STEEL BEAM 15' I 1/20/06 2. LIVE LOAD 20 PSF 3. WIND (UPLIFT) 90 MPH (3 SEC. GUST) -� s 4. SNOW LOAD 20 PSF B. BOTTOM CHORD 2 STEEL BEAM - - 1. DEAD LOAD 5 PSF 2. TRUSS MANUFACTURER WILL PROVIDE DETAILED SHOP DRAWINGS TO INCLUDE THE FOLLOWING: TRUSS BRACIN ER A. TRUSS LAYOUT j B. WEB MEMBER TOP AND BOTTOM CHORD SIZES AND CONNECTIONS. ig S 2 MANF'RS SHO WGS o 12 12 3. NO TOP OR BOTTOM CHORD SPLICES TO OCCUR AT JOINTS. 1/2 t6.5f-- �f6.5 C ' 4. SEE ROOF FRAMING PLAN AND PLAN NOTES ON SHEET S3. p 1/2' THRU PLATE W/STD. PROJECT DAT[ I u BOLTED CONNECTION 5. SEE GENERAL NOTES ON SHEET S2 AND S3. �1 z`� �� I 3/28/08 6. EXACT DIMENSIONS OF TRUSSES SHALL BE DETERMINED AT THE JOB SITE \ DRAWN BY x n TRUSS BRG. PRIOR TO ORDERING OR FABRICATION OF TRUSSES. •+ �\ 2x6 BRG. WALL TRUSS BRG. 2x6 BRG. WALL 9 -8 LMHA OR HEADER g'_8" OR HEADER 7. SEE SPEC SECTION 06190 FOR ADDITIONAL INFORMATION. TS 4" x 4" x .3125 CHECKED BY 3" 2 1/2" 37'-10" 2 1/ ' 3" C COLUMN, REFER TO FOUNDATION PLAN - .--- J EA 2'-6" 38'-9,, � I - - -__ 2 -6 2 f 1 l 100 � � JRV_53 Tl---f C�BQLQL�F. - 4 � �.i �C �.J /"'�,II�L Sheet No. L:\2006\06 - Golden Corral\06324 - Golden Corral - Port St. Lucie, FL\Drawings\S6AA.dwg Jul 23, 2008-1:55pm (:t6j SCALE: 1/4" = V-0" S� N01 TO SCALE ■ E A=LIFE SAFETYWARNING This symbol identifies Life Safety Wamings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2--0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE BEFORE REFER :O ENGINEERINGDRAWING TO D 'A IF MULTIPLE PLY. . f il DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI • • «' i 0 • r 0 Span 0 degrees —if or less ii �Uy . 1 /2 —r Trig Line span approx. REFER TO BCSI Truss must be set this way if crone used. Truce Is an example, your Was may not match. Insist crane operator sets truss this way. hag �._Approx 2/3 to Line 1/2 of Span REFER TO BCSI ,ss must be set this way if crane used. This is an example, truss may not match. Insist Crane operator sets truss this way - All sa•` bearing walls, headers, e beams • lintels must be place A are _ :art^ i ,iiii IS Its " 4i QO® 9=> IL IF= FZ " <--> —T F= UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder 'i For Truss to Truss Connections see iI- 1 I'slails must be as hanger/connector schedule in engineering Dome angle nails. package. Carried Truss PIGGY BACK DETAIL MATERIAL & LABOR TO ATTACH PIGGYBACKS IS THE RESPONSIBILITY OF THE BUILDER. FAILURE TO ATTACH AS SHOWN CAN RESULT IN FAILURE OF ROOF, INJURY AND LOSS LIFE. FAILURE CAN OCCUR DURING INSTALLATION OR LATER. PiggX8"X8" 1/2" CDX PLYWOOD GUSSET AND Back Continuous Lateral Bracing I— 24" MAX OC I-- 36" MAX OC Builder/Truss Installer to attach piggyback truss to base truss with 8"x8"xt/2" Plywood Gussest a maximum 36" on center with 4 8d common nails in bottom chord of Piggy Back Truss and top chord of Base Truss. Gussets are on both faces/sides of trusses. Bottom chord of Piggy Back Truss and top chord of Base Truss are based a maximum of 24" on center with 2x4 continuous lateral bracing. Apply lateral bracing as base busses are set INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 9'-8" ABOVE FINISHED FLOOR ARRANGE WITH CRANE OPERATOR VA 201 - 266,' "IN. Dnot standtrusses until they are bracedr BCSI & properly nailed to straps hangers ers PIGGY SSE- ATTACHED -AND BRACE PER ENGINEERING DETAIL!! t METAL ROOFs SHOW I PERFECTION ,. ,SP OF 4L .CNSTALLATION CARS', MUST TAKEN f h t I .I, Upset=o-J Ilz neei=D-`J if,+ SQUARE CUT END 2 x 6 Top Chord WALL HEIGHT 9'-8" iiiii 1 . .�� n upset=1/4" heel=61/2" SQUARE CUT END 2 x 6 Top Chord WALL HEIGHT 9'-8" 1:n E COPY THESE PLANS AND ALL PROPOSE D WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. DRITT, PETERS, & ASSOC., INC. Consulting Engineers This documeuti hasbeen reviewed f or farnrilice vfjtb the design concepts and aerr.l compliance with the contract. ., uuni�nts 'Che Contractor is responsible for and r r Oa'ing all gdantities and fabtir st;on and construction vMd Co dinating this stork with all ales. C NO E. CEPTIONS TAKEN XCEPTIONS NOTED V ❑ hESU MIT } .t, Date:7liOlOQ yr IAA9,1/ FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be installed is: The undersigned acknowledges and agrees: +. 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is responsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour fee for revisions maybe charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable ° r month service made. 1 -1/2 /o e attorneys fee for collections in event of payment not timely P charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the recipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/TPI/WTCA 4 - 2002"" A spreader bar maybe required per' BCSI 1-0i'1D prevent injury & damage" Multiple ply truisses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design tO prevent it lit" & damage• Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. �DO NOT SET TRUSSES USING THIS LAYOUT II USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES 00 3105 Oleander Avenue Fort Pierce, Florida 34982-6423 Fort Pierce 772-465-2012 Fax 772-465-8711 Vero Beach 772-569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM NeoocuoWas,coNRAY.oOa mnlDW ---—...` CO vLa::71VrV �TTC�IH PER DE SUCH AS SBC 1809.6.1 County SAINT LUCIE Building Department City of PORT ST LUCIE Wind Design Criteria ASCE 7-2002 Windt Design Method Main Wind Force Resisting Roofing Material Metal Roof Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 20 4.2 Bottom Chord Live 0 Bottom Chord Dead 5 3 TOTAL Load 45 7.2 Duration Factor 1.25 Windt Speed 140mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 18e-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category B:URBAN/SUBURBAN Barrier Island No Conforms to FBC 2007 K.U.L.=Kestralnlna Ueaa Loaa L;.t3FGonunuous tiracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: 69140 Scale: 1 /4 =: 1' 17 total trusses, 6 different trusses. MI 4: SAE ACAD. SAE Reviewed By: -Ape &,tq Date: 04/06/09 FOR CONSTRUCTION BY J, INC. DESCRIPTION: GOLDEN CORRAL, PSL PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 69140 TRASH COMPACTOR OPENING -COORDINATE Project No.05125.00 L K G 0 1, g � ,q SIZE & HT. W/TRASH COMPACTOR MANF'R. �J 160'-4" - 3" 1/2" CDX PLYWOOD IN LIEU OF 35'-8° 24'-8 1/2" 32'-10" 30'-10 1/2" - V-9"GYP. BOARD 2'-0" WIDE 3. x8'-0* HIGH STARTING 12"A.T.S 134'-4 1/4° 23'-,1 3/4" 2'-0a 45'-1 3/4 S-10" '-7 1 2 T-4" 5'-8 1/2" 5'-8 1/2" 5'-8 i/2° 2-1 3/ " VENT THRU WALL BY G.C., 4'-4" 51 VENT THRU WALL BY G.C., / ' -G.C. SHALL INSTALL SECURITY 9 Y 3 1 2 3 1 2' 3 1 2" -G.C. SHALL INSTALL SECURITY GRATE ON INSIDE OF VENT, SEE v 3 A10 c"i GRATE ON INSIDE OF VENT, S S2 MECH. DWGS. 1 7 m A10 m MECH. DWGS. 1 m m z A10 128 A10 a - - - -- - - - A10 -_T --- n 129 - - - - --- --- - 1288 VENT THRU WAL21N N 4 SHALL INSTALL ; O - ' \ I 1 i I� ` I All SECURITY GRATEVENT, SEE MECH. n S.S. 5 2 1/ DWGS.24'-9 5/8` �. " of m LOSURE \ G I - i .I J I i A10 A10 ' 35 -0 A LATE m n L-- -- I , ' ,- ffY RM. 61`� COMPACTO A, 5qp ----- -- 11 H ADER ABOVE CLG. n o a 7n 1 `-- - a --------- ------ ----- 3 O (T) N o ACCESS RMfir \ 10-0" 20'-0 3/B" 3' 6•' 4'-95-3 3/4" ,9'-10" `o \ CAN WASH • N nS.S. CLOSURE 2 3/4" eo 31/2" RWASHING SEE UTILITY ROOM � i I PLATE N H Ir?1L�L''ll"°' NOTE BELOW IN - ' nLEGEND�i 5 1/2' 12'-1" 1/2° 12'-0" " 13i1/ ' F� 34'-4" 4" 5 if " '�' - n - ' -_ 6'-11 1 -_-__ 18'-5 3/4' i 1 5/8° 1 8° J f '5 1/2" -3 3` m 23'-8 1/4" \ ----- I 1 - 1 1. 1 11/2' 1 1 1 OJ h I 1 -- F --•- --' ; ;N BUTCHER SHOP ISH NS OE WALLS &�D EZER F n t ; 19-8 3i4" °0 3.5/8" i I 1 2 1/2" 3° r --- DINING Al •'�Ta i� Px m yy/R WALLSALL 3 GATT CILG. URR WUNDING M ro '- " o\ 1 1 I " a j° � , 1 1� M IBUTCHER SH Ps CLO�U E R-19 BATT. INSU CLG. I COOKING I L 1os U 130 PLATE r 11: I ® 22 GA_-S,11W-S�4---.JFi Ate_-- 1 �_ M' i k v H • i I v "N G9MBU6A66E- - a- V-�- \ ro / 3, 2 5_ r-51/2 14 BUTCHERS ___ ____ __ _ ___ ___� _ ___ „ F J K F o `;` ry ; -- : N N 1 UD COOLER .o- : `T ' , W/ 1/2 GONG. BACKER BD. BOTH /' \ I I to N H N. In I .. (� Q z o, ---- COOLER _ , . I LI \ i SIDES FROM SLAB TO ROOF DECK. aO I n DOOR - 3 1/2" ' n P Nm © 4 4° rn 5-1Q5%B" 4_2" i4'-31/4' .� _7 1017 31/2" STOP --- -i I I 51/2 15/8 T_q" 15/8 N d� Ea f J T i� 7 ® 1 1 n I m x N ---- r� 9'-4° 18'-2` N ro 6'-2" 4'-4" In q• a °D. t it O _I ( IZv i In . 3 5 8" i i 3 5 8 3---- 3'-4 3' 4" ° �w N M .MI('1\IE, 1.- �/_FI _ I 1 1 I -^ !o .- Q 2", _ ___ _ ____ 3 1/2" I,11L16vlII�r �../ 'f _ _ _ / ii 1}� S J m®�) A \ --- I�1R ---- - --- - ���� -- �' - - --- -- 123 L--- J ---- - -4 "• T N 'co 1 �� S.S. CLOSURE ---b - --- ----- =�v - - - - - F I n I o 31/4" 3' -0 3r _ BAKERY O ( _ PLATE S.S. CLOSURE PLATE ' i 1` 2 0 F J ; I I 6 1/4• ` .' A 1 L:3 'to UJ 1 I I 1 1 Y 51/2' H 4 NON-COMBUSTIBLE I -- -r s nH i i i r� A15 ` \ \1_20'-8 1/2" 9'-9"4'-9 1/2" 3» �_6116-.-J_--_--____----- STL COL. -PAINT _. 4 D - A }... 1/Y PLYWOOD BAFFLE SOUP ao `� �- ; THIS PORTION OF FULL HT. j- - 0 J^ 115 THIS WALL ONLY ABOVE • L_ -------- ---------' N " q H ---- ----------------------- v �8a v� h A8.1 STL COL- - - - --- DOOR WALL SPECIAL DET.i 6/Ai5 I' COLD BAR SEE DWG. POTATO BAR PAINT m a - a ---- I F _ _ SAL. COL- STOP N N �i u ° O \ '—18-==--_ __ _119 PAINT --- -- ro n N m o 00 I N i �__ --- '- -- �-- ---'—_------_ - —_-----..-- --___ ---- -- __--=---I_ -- - - .fir._ s r-O' 6 10" A15A BAFFLEBAKER / ,. �� iv 3T-2' _ 6°32'-4" 6 4-8 1/8• SEE WG. 01/2• E 1 �"€ogasm - o pSE BAR 1 w=5 i 2 x/ HOT BAR N n�� i, i. 3 5/8"N) 5,A8.1 - 3 iJ2' 1 i� o to ; . • --------------------------'^ 7o N a ^ --- ° s �j I o o io oV� zczsd zZ� i<a N it I I 11 II I I I pYQ� pL1<Ypp' 1J 11��W N it A i B O I �, iil� n��� DIi VG A2 N ^ SERVER N b N <nKoK Wm�OZ O�KW i \ \ O a STATION �dmGi«s�oogm ------------------=y BAKERY ESSERT BAR SEE EQUIP. N 4 COLD BAR - SEE EQUIP /D 10 u <gE'6E6'on SOUP OTATO BAR -SEE "' " ro --- g G iso ow off€ r._ DWGS. F1, F4 &DWG. F7 I A9 �wt - — — - \ - DWG. FT, F6 &DWG: F7 EQUIP DWG: Fi, F6 &DWG. F7 " - - — - - — o \ 8c K o w z �T J P O 1/2 1T-4" m m 4'-11 1/2" 5 1/2" I A15 3z�swa�wmrc 1113 SEE ENLARGED TOILET HOT BAR - SEE EQUIP - y>ico�< a o 9 PLAN DWG. A16 DWG. F1, F5 &DWG. F7 " .-' mNc3>��€�$�� H N ro A15 - 3 -3 3/4 2'-8" 1'-4" 2 -8" 3'-2` 3'-4" 3'=4' 3'-4" 3'-$' 2'-8" 1'-4" 2'-8 6'-8 l/2" 6" BRIG 8 s yo •� ' z o M ,1 3. 1/2' 11 '... wm-OGi<$�9�z�9e w N 3 l 132 - H N A13 ABOVE A15 ABOVE BAFFLE ABOVE 2-51/2 ,08 ------- 108 - - - 31 2' �a�a�nn25o_ooz� 4 10 4 ---- O to A13 ABOVE Al _ I O ----- - -----------`--------�- - ------------ - - - - -- _ _ _ _ 88 - •_. - -_— - _. _-__ - -._ �- -.—._- - -_.-.. _- - - -_-- �- -. - ------ -- --- ---� -__ ___ ----- - �- ��-----.-------. � - -----.--� -- " -TOILE 132 10 v of 0 7A A15 I I a u 1q 11 108 � 'a • I MOO 'I SERVING _ _ - ° - -- - - - - -� - - - - ,.6 0� 6 A15 iN O R -® ORDER I N o O ,, M II 110022AA II ® 1115 Al5 ING BI a DINING A3 n HORIZ. LVL BEAM ABO 2 L / A11 DINING D DINING C I,. / BOTT. 08'-, ,/z" N a - 3-5" 2'- " _7, SERVER 112 ao 1 111 1 ix IT .m 1 oo 1 SIM. 108 II N Z \ 2 r A15 SIM. A15 SIM: 1 b A15 N A15 I I °i m \_ r J Q 3 i 2" JuLf� \_ / 42 STATION rn - - 1 1 N J fV i 117 m a 4 - FL m II N m xl I F- a_ SEE ENLARGED TOILET I I "o LOW •' II v PLAN - DWG. A16 N ^ i' N 2 `m o YMIL o o "ao li O I I ACCORDIAN DOOR \ O A71 N SERVING LINE i r3. w 108C I I 8'-O" x 22'-0" �j CQ O O _ O1 3/4 4 i/ " CABINET SEE -- I 4 1/2 1 3 4 EQUIP. DWG. F i- o ''', 1 3/4"/"'& F3%WALL I I =/ " I 31 2" 37 4 3 4" 5 1/2" O 5 1/2" 31'-10 3/4" N 3 1/2" 23'-5 1/2" I, � 1/2 4'-10" 33,_3, N / / w U �1 a • CARPET CLEANING ACCESS 6 A.F.F. 3 \ WILUAMS BROS. MODEL'S #WP-DW-8x8 0 --\` -- _ /- 9 1/4` OFFICE \: J J C7 m INTERIOR ANDWP-GP-8x8 ®EXTERIOR - -USEE ENLARGED OFFICE m A11 I -- --- ------ -- - a a I PROVIDE 14 GA. GALV. SLEEVE N �, _ _ PLAN - DWG. A16 1 - - - - - - - __1__ .._ -- - - - — - - - - - -- - - --..� -- --- ---T- -- ,. 2 A95 A95 ° 4 I 1 \ �y L A10 A10 I I I 1 0 A11 5-8 1/2° 5-8 1/2" 5'-8 1/2` 5'-8 1/Y 5-8 1/2" 5-8 1/2- � I 1 5'-8 1/2" 5'-8 1/2" 5'-8 /2" 5'-B 1/2" 5'-8 1/2 5-8 1/2" 5'-8 1/2° 5'-8 1/2" r J 3 1/2" 3 1/2, 3 1/2" 3 1/2" 3 1/2" ° %' q /2" I 11I 5 1/2,0 3 1/2» 3 1/2 3 1/2 3 1/2 3 1/2" 3 1/2" 5 3 1/2° 2 hJ 9'-8` 1 III AT2 - - - 8'-7 3/4" 35'-8 1/2" g'_7 � 4" , 5 1/2 I'\ ;7 `�. 5'-10 4" 4T-8 1/Y B._l 3/4. HANDRAIL EUING SEE EQUIP.\ n wD. STUD / MTL TO MATCH K ®/ V DWG. fl FOR DIMS - 0 COLUM APPED I I I \ oo "---------- ---- II OSEDWOR �.. ---------- ---- --- Po I I ° .STOREFRONT I I S AND ALL P O i i i i t M a 1/2» 9,_6. THESE PLAN ORRECTIONS , EN AND SUBJECT TO ANY Q a 1/2" 101 a REQUIRED BY FIELD IN PECTOE THAT I I f ALUM. I' MAY BENECESSARY N ORDER i0 `THRESHo THRESHOLD— 101E i i 1 COMPLY WITH L APP -'CABLE CODES. Revisions o 101A 101D 101C Al2 (T) (T) (T) I I THRU ADDENDUM „A" -- --- -H --- — - - — — — 1 /20/06 6 5'-B 1/2" 5'-8 1/2" 5'-8 1/2' m Al2 v Al2 6" BRICK 4'- " 2'-,0° 3'-6 1/4` 3 1/2" 1T-8 1/2" 3,/2" =6 1/4' 6'-0" 1/2" Q3 UPDAATE1001 MSiWAMS7/28/D8 6" BRICK g 4 CITY COMMENTS 1/5/09 3'-10° 54'_0, 38'-9" Al2 61'-9 2'-0 3" 36'-1" 24'-0" 26,_2 1/2" 33'-9 1/2` 39`-9" ^ J C A PROJECT DATE L H E I 04/02/08 I CC DRAWN BY LEGEND E CDK K W FLOOR PLAN L BLOCKING, SEE SCHEDULE & ROUGH -IN ELEVATIONS UTILITY ROOM NOTE CHECKED BY SCALE: 3/16" = 1'-0" NON-COMBUSTIBLE WALL - 3 5/!� UTILITY ROOM TO BE AIRTIGHT. PROVDE (2) ROWS OF CONTINUOUS SEALANT BETWEEN PLATE AND SLAB, INSTALL 6 MIL GIRL ON SHEET A17. " or 6% 22 GA. METAL POLYETHYLENE VAPOR BARRIER UNDER GYP, 80. OF WALLS AND CEILING. LAP POLY 6" MIN. OVER STUD AND CEILING STUDS O 16' o.c. W/ 1/2" CONC.I BACKER BD. BOTH SIDES JOISTS & TAPE AIRTIGHT. DOUBLE TAPE ALL GYP. 80. CORNERS; PROVIDE AIRTIGHT SEALANT AROUND ALL GULLIBILITY Sheet No. (T) INDICATES TEMPERED GLASS FROM SLAB TO ROOF DECK. PENETRATIONS SUCH AS PIPES, DUCTS, ELEC. BOXES, ELEC. CONDUIT, ETC. HOLD GYP. BD. 1/2° ABOVE SLAB AND NOTE: ALL. STOREFRONT TO HAVE TEMPERED GLASS. PROVIDE CONTINUOUS SEALANT BETWEEN GYP. BD. AND SLAB. PAINT WALLS WITH ADDITIONAL COAT OVER NORMAL SPECS. AlALL WINDOWS & DOORS SHALL MEET 140 MPH WIND LOADS & IMPACT LOADS AS AS REQ'D 1 HR. WALL - 2D. OR 2x6 STUDS O is" o.c. W/ OF � H BY CODE, AND SHALL BE SELECTED FROM PRE -APPROVED LIST FROM BLDG. OFFICIALS. TYPE "X" GYP. UN BOTH SIDES FROM SLAB To ROOF DECK: 3 U.L. # 305 AROUND COMPACTOR ACCESS ROOM. - SPECIAL 6 1/4" STUD WALL - SEE DET. 6/A15. _ Z:\2005\05125\A1AAR4.dwg Jan 9, 2009-10:06am Project No.05125I00 (-14") RAMP DOWN 6" CONC. FILLED PIPE BOLLARD 1:20 MAX. O�- NOTE: SIDEWALKS AND PARKING SHOWN ARE ONLY A GUIDE - SEE FINAL CIVIL DWGS FOR ACTUAL SIDEWALK AND PARKING LAYOUT - ACCESS RM. 13� F W8 82 4" HUB DRAIN) W/SCREW-ON CAP BY P.C. FOR TRASH COMPACTOR- SEE SHEET Pi. 1NOMEWS TOILET .m (-1j 2) - -NOTE: SIDEWALKS AND PARKING SHOWN ARE ONLY A GUIDE - SEE lor ALUM THRESHOLD FINAL CIVIL DWGS FOR ACTUAL SIDEWALK AND PARKING LAYOUT--------. 5x5 DOWNSPOUT - PROVIDE BOOT AND ALUM. THRESHOLD 5z5 DOWNSPOUT - PROVIDE BOOT AND ALUM. THRESHOLD PIPE TO STORM SEWER- SEE CIVIL DWGS. STORM SEWER- SEE CIVIL DWGS. ------- (0") ------ -�--- PIPE TO S ( I ) ---------------- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ALUM THRESHOLD =1 r PREFlNISHEAFFREEZER yyg B2 W/GONG. BACKER BD.COOLER WAW8 B2 48" FROM T/SLAB W8 B2 W11 82 a +(0") - F3 F3 - -- - _� 128 F3 - - F3 SEALED CONC. SLAB W8 B2 wa B2URLITY ROOM PREFlNISHED FREEZER VJ8 B2 129 COOLER WALL B5 - - - - - - - - - - - W8 82 LEREWALL EZER SEALED CONC. STAINLESS SLAB UNDER STEEL PANEL F3 FREEZER WB B2 4B"FROM T/SLAB DISHWASHING I I W8 B2 I W/CONC. BACKER BD. COOKING /� I ,22 it i I II COOLER L, R S 126 FREEZER STAINLESS STEEL PANEL W8 _ O F2 \W��l I 1.VVLGR riHLI (R51 X �� �y11 PREFlNISHED FREEZER d U t q i0 RECEIVE H S W9 84 I COOLER WALL BSO E0 o w10 SOUP/POTA B F2 I FOR TOILET ROOM W7 82 119 B2 B2 W7 B3 F2 Wt Bt r PARTITION FINISH i F3 SEE ALSO & SP SHEET f F3 B2F3 f-_- F3 SERVERA16MEWS raLTo MEN COLD BAR 63 HOT BAR B2 BAK RY/ B2 STATION #1 I `� RECEIVE FINISHES s Ba 115 12o B3 B2 DE ERT BAR tos ; b� N Ft I m B3 4 B3 121 B3 F4 I F7 W6 62 I 4A 0 c A3J W7 B3 SEE SHEET F7 FOR W2 et F3 �a I CURB DIMENSIONS SEE SHEET F7 FOR I N DINING A2 _ 83 F2 1 77 ( �Wo�giwz F2 F2 CURB DIMENSIONS I W1 Bi W5 oo I-"xr W1 81 F2 B2 I ��Wo i� ALUM. '88�o�zs �i THRESHOLD I 00WW�3b��� 1 2" i ml'ir�aE4x g a W2 Bl W2 Bi , aa�m��m,yoz$o�E'i F�����IrTSNw �0, W9 B4 W6 W2 W10 KpZZ ¢¢¢¢¢ ZZ GpOLNZWgZ�O��O�N 82 B1 g'-," 5-1" 5'-4" Wl B1 `�3 s�f-mW Sao `am€O ALUM. THRESHOLD 3z€a 'a w i W1 81 EDGE OF 6 W1 B, + zm=,`��� F4 m � z w F3 Z _ F 0 _ STUD WALL _ _ _ 0" _ I O � < XcO N 25 c�, a I I yI J 82 82 W2 Bl F, FlE�, dMO waaa<gzs«-,,, (-1/2") a$a�rn r?i cgcroczF F3 O Ft " W2 DINING D w1 BI DINING C w1 Bi M DINING A3 +(—s' B2 g, DINING B -- 112 111 0 �/� 110 108 oe SERVER __.--- F3 --- _. - --- - Ft 2'-1 1/2' S'-„" '-10 1 2' STATION #2 F3 EXITL w1 B1 > ' {/ 0 RDER 1 ORDER 2 117 104 A • B2 1 2A 1028 LLLL Q W3 61 Ii �- W 5-O" 82 � j • (MIN.) A4 /. LOW WALL W2 WY 81 Z E G + 103 -_ N \- _ T- CIO tE 0 co O id N OJZ __- - - - z p z _ _ _-_ N _ _ ,i —p .. - - II F1 W11 B1 I. 5x5 DOWNSPOUT - PROVIDE BOOT AND p CL Z _-- _- I i N a y c 5x5 DOWNSPOUT - PROVIDE BOOT AND " g2 O FICE PIPE TO STORM SEWER- SEE CIVIL DWGS. / I PIPE TO STORM SEWER- SEE CIVIL DWGS o I 61 i 'ol o O C7 II W7 B2 -- ----- LU --------- --------------------------- ., � ;;' i �-� OUTLINE OF W1 �.; --- L--------- ---- ----- ------- - ---- - -------------------- - ------ - - - - - - - - -' ' -- - - - - - - --- - - - - - - GUIDE - -- ---- -' ' - - - - -- RAIL ABOVE, - NOTE SIDEWALKS AND PARKING SHOWN ARE ONLY AGUIDE - SEE TYPICAL (-'/2") NOTE: SIDEWALKS AND PARKING SHOWN ARE ONLY I GUIDE -SEE (-6) FINAL CIVIL DWGS FOR ACTUAL SIDEWALK AND PARKING LAYOUT FINAL CIVIL DWGS FOR ACTUAL SIDEWALK AND PARKING LAYOUT + O QUEUING RAIL - PITCH DOWN RAM D� o (_t •) POST, NOTE 12 1 1 1.20 MIN. ir Uo FOR HANDICAP PARKING, ACCESS AISLES, 1:20 MAX. -1 I VI PARKING, C A N AGE FOR HANDICAP PAR NG ACCESS AISLES RAMPS AND SIGN RAMPS AND SIGNAGE SEE CIVIL DWGS. "' i SEE CIVIL DWGS. I i/2" LLr-LuJ a'—o" ' ENTRY s ° LLPR®P®SEDWORK O 1 \ I PLANS At ID ANY RREC?IONS �3 Rm ALUM. THRESHOLD "+ ` Wi B1 + ALUM. THRESHOLD THESE CT CO VA (o„) I AND SUB, F®LD INSPECTORS Q " + _ ; -- =__ RE6IUIREDNE ESSARY 1N ORDER iu ODES. < + (o) , MAY B I i ALL AP L 3 5x5 DOWNSPOUT - PROVIDE BOOT AND 5x5 DOWNSPOUT - PROVIDE BOOT AND cOMP`Y WIT PLICAB FLOOR AND WALL FINISH PLAN A ' PIPE TO STORM SEWER- SEE CIVIL DWGS. PIPE TO STORM SEWER- SEE CIVIL DWGS. ) SCALE: 3/16" = 1'-0" ' ---------- _;---------------------------------------------------(_,-"� +-------- 3 Revisions /3 VERIFY ALL FINISHES w/G.C. CORPORATE PRIOR TO ORDERING MATERIALS. +c 3 'F' (-6") TURNED DOWN EDGE OF SIDEWALK +(-6") THRU ADDENDUM"A" - -- � 2. 6,.R �.�w ..-,. 1 /20/O6 ALL ITEMS FURNISHED BY CONTRACTOR UNLESS OTHERWISE NOTED INTERIOR FINISH SC H E D U LVERIFY ALL FINISHES w/G.C.CCORPORATE PRIOR TO ORDERING MATERIALS. i TERIOR FINISH SCHEDULE VERIFY ALL FINISHES w/CYC. CORPORATE PHIOH TO ORDERINU MATE RALS. INTERIOR FINISH SCHEDULE NOTES MARK BASE MATERIAL FINISH MATERIAL MANUFACTURER COLOR/MODEL/PATTERN PAINT - T/CHAIRRAIL TO CEILING SHERWIN WILLIAMS (SEE SPEC) SW6387 COMPATIBLE CREAM Q3 UPDATE TO DptlLNT $UNDNm51/28/08 MARK BASE MATERIAL FINI8Fi MATERIAL MANUFACTURER COLOR/MODEL/PATTERN 1. ALL WALL FINISH INFORMATION ON ROOM FINISH SCHEDULE SHT. A4 IS'ORIENTED WITH THE FRONT INSIDE WALL BEING SOUTH AND THE REAR INSIDE WALL BEING NORTH. W1 GIP. BD. STAINED WOOD CHAIRRAIL N MATCH WAINSCOT - (STAIN TO MATCH WAINSCOT) 4 CITY COMMENTSI/5/09 WOOD GRAIN PANELING WAINSCOT FROM T/BASE TO B/CHAIRRAIL STATES INDUSTRIES 1/4' VICTORIA, FINISHED 2 ALL AREAS EDUCED FOR VINYL WALL COVERINGS TO RECEIVE ONE COAT WHITE PIGMENTED SIZING, INSTALL CLEAR PLASTIC CORNER PROTECTORS AT ALL OUTSIDE CORNERS. STAINED WOOD TRIM AND CAP TO MATCH WAINSCOT' - (STAIN TO MATCH WAINSCOT) ow? GYP. BD. (LOW WALLS) Fi CONC. SLAB CARPET (FLAME SPREAD OF 25 OR LESS REQ'D.) PATCRAFT i270P WOOD GRAIN PANELING wAlNscor FROM T/BASE TO B/CHAIRRAIL STATES INDUSTRIES 1/4" VICTORIA, FINISHED ---- --- 3. ALL KITCHEN AREAS SCHEDULED FOR FRP PANELS TO RECEIVE STAINLESS STEEL CORNER PROTECTORS AT ALL OUTSIDE CORNERS. F2 CONC. SLAB 12"x 12" PORCELAIN TILE (SLIP RESISTANT) CROSSVILLE/ LOUISVILLE WEATHERSTONE - AUTUMN SUN O BD. MURAL GRAPHICS FROM CHAIRRAIL TO CLG. - THIRST THINGS THIRST GROUT LIGHT PEWTER TEC 927 4. G.C. SHALL ACI6 ETCH 1202 TILE F2 AFTER INSTALLATION. CONTACT PETER AHERN OF 'SUP-TEC- 0 (800) 667-5470 FOR LOCAL CONTACT TO PERFORM THE ETCHING PROCESS. 3 (72' CONC. BACKER BD. FROM FUR.) FRP CHAIRRAIL (STAIN i0 MATCH WAINSCOT) ----- W FRP -BASE TO CHAIRRAIL SEE NOTE 3 & 6 NUDO ALMOND F3 CONC. SLAB 6"x 6" ABRASIVE QUARRY TILE (SUP RESISTANT) CROSSVILLE/AMERICAN RED SURE STEP 5. BATHROOMS AND ENTRANCE DOORS TO BE PAINTED SHERWIN WILLIAMS COLOR "E". W4 CONC. BACKER BD. FRP -BASE TO CLG. SEE NOTE 3 & 6 NUDO WHITE GLEAN TEC sat "RAVEN" cRour PROJECT DATE. 6. DO NOT TAPE/MUD JOINTS BEHIND FRP (ONLY). GYP. BD. PAINT -FROM 7'-0' TO CLG. SHERWIN WILLIAMS (SEE SPEC) SW 6387 COMPATBLE CREAM '04 O2 OS WOMEN i16 124 wa ez I W8 82 STAINLESS �— STEEL PANEL r PREFlNISHED W14 BIS J W7 82 FREEZER LJ COOLER WALL BS W7 B2 LJL F4 CONC. SLAB 6" TILE BORDER (SEE A16) DALTILE TERRA ANTICA TA01 ORO CPB #95 SABLE BROWN 7. FOR ALL CEIU�G 8; ------ INDICATES 9. SEE FOUNDAT1i0N FINISHES SEE REFLECTED CEILING PLAN, DWG. A2 WALLS WITH 12" OF CONCRETE BACKER BD. AT BOTTOM OF WALL EXCEPT WHERE NOTED - SEE DET. 6/A15 & 7/A4. PLAN FOR ALL FLOOR DRAINS, TRENCH DRAINS, ETC. &SLOPES TO DRAINS, WORK TILE FLOORS TO CONFORM TO THESE SLOPES. 6"x 6" CERAMIC TILE FIELD (SLIP RESISTANT) CROSSVILLE/ LOUISVILLE LE CROSS DOT GRAPHITE A850 TEC 927 PEWTER F5 CONIC. SLAB WAMAT MANNINGTON NEEDLE PUNCH 10. PROVIDE SEALANT JOINT AT ALL INSIDE CORNERS OF TILE WAINSCOT O IN LIEU OF GROUT JOINT (TYP.). 11. (-6") SPOT ELEVATION 12. G.C. SHALL C - PAINT POS TO TOP OF PAVEMENT/SIDEWALK, 13ELOW TOP OF MAIN BLDG. SLAB. E DRILL FOR QUEUING RAIL POSTS & CAP HOLES PRIOR TO INSTALLATION OF CARPET. CUT "X" IN CARPET & SET POSTS AFTER INSTALLATION OF CARPET PER DET. 2/A15. PER COLOR "C" & STAIN RAILS PER COLOR "J' SECTION 09900 SHEET SP4. Bt GYP. BD. 4" VINYL BASE JOHNSONITE #131 - "CAMEL" B2 GYP. BD. QUARRY TiLE COVE BASE CROSSVILLE/AMERICAN OLEAN RED SURE STEP w/#25G17S "RAVEN" GROUT, SEE DETAIL 7/A4 Lll Q IM 13. G.C. SHALL FLOOD 14. WHERE CMU CURB 15. POST SIGN SHOWN SLAB TO CHECK FOR FLOW TO DRAINS OR LEVELNESS. FILL LOW AREAS TO DRAIN PRIOR TO INSTALLING FLOOR TILE. IS EXPOSED BEHIND BAR LOW WALLS TO EMPLOYEE SIDE OF BARS, G.C. SHALL FINISH TOP OF CURB WITH BULLNOSE TiLE TO MATCH 82 1N INTERIOR FINISH SCHEDULE NOTES SECTION (THIS SHEET) AT ALL DOORS TO WALK-IN FREEZER/COOLERS DURING TILE INSTALLATION. 83 CONC. SLAB 6"x 12" PORCELAIN TILE (SLIP RESISTANT) CR05SVILLE/ LOUISVILLE WEATHERSTONE - AUTUMN SUN GROUT: LIGHT PEWTER TEC 927 84 GYP. BD. 6"X12" COVE BASE DALTILE TERRA ANTICA TA01 TIRO CPB #95 SABLE BROWN TEP B5 PRE -FINISHED FREEZER/ gUARRY TILE COVE BASE CROSSVILLE/AMERICAN RED SURE S COOLER WALL " " 7:\2005\05125\A3AAR4.dw9 Jan 9, 2009-10:10am (12' CONC. BACKER BD. FROM FUR.) FRP - BASE TO 7'-0- SEE NOTEL3 & 6 NUDO ALMOND / / GYP. BD. (LOW WALL) STAINED WOOD TRIM AND CAP TO MATCH WAINSCOT - (STAIN TO MATCH WAINSCOT) DRAWN BY WB - ALMOND (It CONC. BACKER BD. FROM FLR. FRP BASE TO WD TRIM SEE NOTE:6 NUDO KEW GYP. BD. (12' GONG. BACKER BD. FROM FUR.) FRP - BASE TO CLG. SEE NOTE 3 & 6 NUDO ALMOND OGYP. BD. FRP - BASE TO CLG. SEE NOTE'3 & B NUDO 'WHITE CHECKED BY (12' CONC. BACKER BD. FROM fLRJ M.R. GREEN GIP. BD. PORCELAIN WALL TILE 12X12 0 45 DEG. TO 72" AFF DALTILE 910-423-1123 aNDY BELL TERRA ANTICA TA01 TIRO GROUT - CPB 5 SABLE BROWN GIRL (12' GONG. BACKER BD. FROM FLR.) WOOD M ABO ALL T SCAN WALNUT PREM M) ACCENT PAINT ABOVE WOOD TRIM SHERWIN WILLIAMS SW6361 AUTUMNAL Sheet NO. W10 STEEL COLUMN PAINT SHERWIN WILLIAMS (SEE SPEC) SW 6387 COMPATIBLE CREAM SW 6387 COMPATIBLE CREAM A W11 GYP. BD/ 6'. CMU. PAINT SHERWIN WILLIAMS (SEE SPEC) W13 GYP. BD. UPPER BAFFLE PAINT SHERWIN WILLIAMS (SEE SPEC) SW 6387 COMPATIBLE CREAM -'OR Project No. 05125.00 1/2" GYP. BD. .r SCHEDULE �— UNLESS OTHERWISE NOTED 1/2" GYP. BD. UNLESS OTHERWISE NOTED` O FRAME WALL FINISH AS PER NO. DOOR SIZE (1N x H x T) DTMER MATERIAL FINISH HDWRE TYPE MATERIAL FINISH JAMB SILL REMARKS FINISH SCHEDULE WALL FINISH AS PER 2x4 OR 2x6 STUD WALL FINISH SCHEDULE 101A (2) 3'-O" x 7'-Oft x 1 3/4" D-1A ALUMINUM BRUSHED CHROME HW-1A d F-1 ALUMINUM BRUSHED CHROME - 5/A4 GLAZE WITH TEMPERED GLASS 2x4 OR 2x6 STUD WALL 1018 (2) S-O" x 7'-0" x 1 3/4" D-tA ALUMINUM BRUSHED CHROME HW-1A d F-1 ALUMINUM BRUSHED CHROME - 5/A4 GLAZE WITH TEMPERED GLASS 101C (2) S-O" x 7'-0" x 1 3/4" D-tA ALUMINUM BRUSHED CHROME HW-1A d F-1 ALUMINUM BRUSHED CHROME - - GLAZE WITH TEMPERED GLASS* LOCKSET NOT REQUIRED SEALANT (BOTH SIDES) 4 101D 3'-0" x T-0" x 1 3/4" D-1 ALUMINUM BRUSHED CHROME HW-1 d F-1 ALUMINUM BRUSHED CHROME - - GLAZE WITH TEMPERED GLASS* LOCKSET NOT REQUIRED 102D S-0" x W-8" x 1 3/4' D-4 SOUD CORE WOOD PAINT HW-6 c F-1 H 0 A PAINT b i A4 W-9" A.T.S. A 104 S-0" x Y-4 x 1 3/4' D-1 ALUMINUM BRUSHED CHROME HW-1 d F-1 ALUMINUM BRUSHED CHROME - - GLAZE WITH TEMPERED GLASS* LOCKSET NOT REQUIRED N7s'-4 1/2" 0 EQUIP.#14 OPNG HEAD CONDITION 105 3'-0' x 6'-8" x 1 3/4" D-3 SOLID CORE WOOD PAINT HW-6 c F-1 HOLLOW METAL PAINT(a) 1/A4 - 106 3'-0" x 6'-8" x 1 3/4" D-2 HOLLOW METAL PAINT HW-4 c F-1 HOLLOW METAL PAINT b 2/A4 3 A4 WALL FINISH AS - FRP CORNER 108 S-O" x 6'-8"x 1 3/4" FRENCHDOORS* D-6 SOLD WOOD & GLASS PAINT HW-10 c F-1 HOLLOW METAL STAIN b - PROVIDE ION 32" KICK PLATES ON BOTH SIDES HINGE TO SWING 180' HOLLOW METAL PER FINISH SCHEDULE TRIM AS REQUIRED rn FRAME (PAINTED) 108A 3'-0' x 6'-8" x 1 3/4" D-2 HOLLOW METAL PAINT HW-4 c F-1 HOLLOW METAL PAINT© 2/A4 3/A4 b _ HINGE TO SWING 180' o � " 1088 3'-0" x 6'-8'x T 3/4" FRENCH DOORS* D-6 SOLID WOOD &GLASS PAINT HW-10 cQ F 1 HOLLOW METAL STAIN PROVIDE 10"x 32' KICK PLATES ON BOTH SIDES H 7-3/4" 0 2x6 STUD WALL .. oEND WAL 5-3/4" 2x4 STUD WALL o ADJUSTABLE ANCHORS 108C ACCORDIAN 22'-2"x 8'-1 1/2" D-7 VINYL - BY DR. MFR. - - - - - "WOODFOLD" 240V LIGHT OAK (3 PER JAMB) - 113 4'-0" x 6'-8" x t 3/4 D-2 HOLLOW METAL PAINT HW-4 c F-1 HOLLOW METAL PAINT b 2/A4 13/A14 9-1/4" ® 2 HR WALL e d �SCAI-1_: .�' -- 1' 0" !lT 115 S-O" x 6'-8" x 1 3/4" D-4 SOLID CORE WOOD PAINT HW-3 c F-1 HOLLOW METAL PAINT b 1/A4 116 3'-0" x 6'-8" x 1 3/4" D-4 SOLID CORE WOOD PAINT HW-3 c F-1 HOLLOW METAL PAINT© 1/A4 - 1H.M. FRAME 116A 2'-0" x 6'-8" x 1 3/4" D-4 SOUD CORE WOOD PAINT HW-6 c F-1 HOLLOW METAL PAINT© 1/A4 - ALUMINUM STOREFRONT _ _ r AT SCALE: 3" = 1'-0" �^ � FRAME (BEYOND) 123A 3'-0" x 6'-8" D-5 SATIN ANODIZED ALUM. HW-5 c F-1 HOLLOW METAL - = INSTALLED FOR SINGLE SWING OPERATION T 1236 3'-0" x 6'-8" D-5 SATIN ANODIZED ALUM. HW-5 c F-1 HOLLOW METAL - INSTALLED FOR SINGLE SWING OPERATION ALUM. DOOR W/ 1/4" 128A V-0" x 6'-8' x 1 3/4 D-2 HOLLOW METAL PAINT HW-2 c F-1 HOLLOW METAL PAINT b 2/A4 13/At4 ® uN TEMP. GLASS ALUM. THRESHOLD q Za (SEE SPECS)) 128E S-6" x 6'-8" x 1 3/4° D-2 HOLLOW METAL PAINT HW-2 c F-1 HOLLOW METAL PAINT b 2/A4 13/A14 m MAX 1/2" HT. HORIZONTAL LAP SIDING t F1 F6 / 129 S-6" x 6'-8" x 1 3/4' D-2 HOLLOW METAL PAINT HW-7 c F-1 HOLLOW METAL PAINT b 2/A4 13/A14 ® s 2x6 STUD WALL 30# BUILDING FELT BUILDING SLAB 130 S-O" x 6'-8 x 1 3/4" D-5 SATIN ANODIZED ALUM. PAINT HW-5 c F-1 HOLLOW METAL - 1/A4 - PROVIDE INSULATED DOOR, INSTALLED FOR DOUBLE SWING OPERATION 4U_H K LA It ® 1/2" OSB SHEATHING 6" BATT INSULATION (SEE STRUCTURAL) 131 3'-0 x 6'-8" x 1 3/4" D-2 HOLLOW METAL PAINT HW-8 a F-1 HOLLOW METAL PAINT b 2/A4 - ROVDE KUVIUL B" LABEL D00 , FRAME & HDWR. U) r N PROVIDE FLASHING 132 S-0" x 6'-8" x 1 3/4" D-4 OUD CORE WOOD PAINT HW-3 c F-1 HOLLOW METAL PAINT b 1/A4 ; Y m ® HEAD CONDITION NOTES: (H)NOT USED d�SEE SPEC SECT. 08400 FOR DOOR HARDWARE a o 1/2" GYP. BOARD I d a bOSEE SPEC SECT. 09900 FOR COLOR OSTANLEY SPRING BOLT MOUNTED ®52" A.F.F.- USE 1 4"0 x 4" LAG BOLTS PRE -DRILL) ti a`T 1x4 WOOD TRIM 14 A a 3 1/2 ;1 2 1/2"I a c EE SPEC SECT. 08710 FOR DOOR HARDWARE TO ATTACH SURFACE STRIKE TO H. METAL & BLOCKING (SEE DETAIL 2/A4) SEE SPECN a SEALANT 2 6'.- HOLLOW METAL DOOR-------'--Q ----_ - Hm -----------------------�' d SECT. 08710 FOR DOOR HARDWARE u 4r-----------------4-- - - - - - - a---r---- -- ELEVA I� FRAME (3 ANCHORS PER a a - a 2 6 JAMB, 1YP.) 4 a A R T FRAME ELE v QA d oA d I �d ms a 2 '`_�7><C::• 6; N d �,Q cr I Q CONCEALED EXTENSION 5/S KICK PLATE 2'0 VIEWER (SEE SPEC) DOOR VIEWER- 'EUASON� - CORPORATE STORES 8Y �a n i _ -. ==- 8"x6' BRICK. LEDGE a I BOLT TOP & BOT. (SEE SPEC) DOORS DOORS 128A & 128B HAGER # 1756 G.C. DEVELOPMENT, FRANCHISEE 4 a a L. 7(3) #4x2'-O" 0 12" O.C. CENTER ON DOOR 3 -0 128A, 1288.& 131 4'-0" STORES BY GENERAL CONTRACTOR ROLLER LATCH 2" 3'-6" 2". m m 4 , t3� 3_p" f" offig� a i a 3'-0' -0" 3,_D. S-0. 3'-Oa _ x PROVIDE 2x6 BLKG. 24" A. Q I CONC. PORTICO PAD - U - `_—'�' -�`-- ��~7s z ^� A a SEE DET. z 0 0o i t� a. d Q a I 1/4 Z ozZib�wb DOOR 14 - N LONG 0 DR. 131. T/BLKG. d i J TEMP a o-mow z 5300-io -- ^ p N 064" A.F.F. PULL PLATES ��Fa4 mocFin,nw • Q c Q " a E3 R C a O,,j�82 w(ic SZ� K v O Q o NOOD as g FF-- a 7 3/4" o i i z o0 oz / . I 1 [ t I I I w �w m ^ ALUM ito I i° �`a ii FRAME 1/4" TEMP GLASS' 0a6us-E rLJ v�SILL EXTERIOR ALUM. ¢Ki Z _2 2 � 5 _ -_ _ . —__ �m,._. 1 a,x!;m W. oa AT r SCALE: 3" = 1'-0" D-1 G ASS TEMP D-1A 1/4GLA' TEMP D-2 D-3 D-4 D-5 D-6 6"x34" KICK PLATES D-7 vr3N6-. 33ZW 2o. } pp F _Z A4 SCALE: J" — 1' V" CB SUOFg 'zN ZOgOr w3 _ ' �rcrc N��Yg�ZU61A� g@� ��'\) ❑a 3J OFF "�wim� CARPET TILE FLOORING ROOM FINISH 1 YULE ���g����o�ooz� (TYPICAL) 1/2" OSB SHEATHING ROOM # NAME FLOOR BASE N (REAR) EWAL_ 3 FRONT W CEILING CLG. HT. REMARKS �d 30# BLDG FELT 6 5 1/2" o� 101 ENTRY 2 64 - WI WI W1 C4 9'-8" O O O BRICK VENEER 2x6 STUD WALL- O - BUILD UP FLOOR WITH LEVELING 102A ORDER 1 � 64 -, W3 W3 - C7 9'-2 1/2' -- IIIIIISSS������,::Cc 6" BATT INSUL• 2„ COMPOUND SO THAT CARPET T/GONG. SLAB 102B ORDER 2 64 - - 0. W2 C7 9'-21/2" Cc IS FLUSH WITH TILE - BY LL 86 1/2" OSB SHEATHING - -- - w Ld e; Q' A N w _ iJ W_ � � TILE CONTRACTOR. ANC � x+ SED U p � 1/2" GYP. BOARD t+ JUNCTION 102D COMPUTER TRAINING RM. F1 Bt Wt1 WI7 W17 Wlt C1 8'-0" - Ox CT TON AN •Y WORK � w p 2 6 HOLLOW METAL DOOR (, 103 SERVING 81 - - - - C7 9'-2 1/2 !"f R I t+ ) ELD I�� SEC T®RS T J N U �FRAMSCALE: FULL n JAMB, T(3 ANCHORS PER 104 EXIT Ft B1 W2 W3 C7 9'-2 1/2" _ M = 2 A4 0 � _ O _ O 0 OhR�1_i' Ai�,gpp ER TO - _ � � � o 105 OFFICE Ft 81 WIi Wii WIi W71 Ct 8'-Cr � 6I � � Z O / 106 DINING At F1 B1 O - O C3 CS VARIES Q O " i4 NOTE: USE 4" HEAD Z MEMBER 1 /2"GONG. BACKER BD. �� - (i2" HIGH) 107 DINING A2 F1 B1 - - O W2 Ci 11'-4" a 3 FRP W U O w PROVIDE 2x6 BLKG. 24" I 108 DINING A3 F1 B1 O O O O C3 C5 VARIES J J N LONG 0 DR. 131. T/BLKG. FRP "J" TRIM ' ,i "LATiCRETE 9235 SYSTEM" UP 12" ON WALLS & OUT 6" SEALANT o 0 64" A.F.F. ON SLAB ALL WALLS AROUND THESE AREAS: 109 SERVER STATION #1 B2 O O O � Ci 11'-4" o SEALANT KITCHEN AREAS DOOR 74 / 7 3/4" o BUTCHER SHOP 110 DINING 8 Ft Bi - D O O C3 C5 VARIES TILE COVE BASE -r " "LATICRETE 9235 SYSTEM UP 48" ON WALLS & OUT 111 DINING C F1 81 - O O C3 C5 VARIES ({ � j 6" ON SLAB ALL WALLS AROUND THESE AREAS: \` et COMPLETELY ADHERE DISHWASH AREA 112 DINING D F1 B1 - O W2 O !� C3 C5 VARIES BASE TO WALL USING /� FULLY BUTTERED BACKS EXTERIOR MOP SINK 2 AEXTERIOR 114 HALL F1 Bt O O - O C1 11'-4" ® * I1 s1 nn__ SCALE: 3" = 1'-0" FRAME TILE FLOORING i 115 MENS �4 - O O O O C4 8'-1 1/2" AT NOTE: 1. THIS DETAIL SHALL BE USED _ O O O O,� 116 WOMEN'S 4 ws W9 C4 8'-11/2" 4 1 WHERE FLOORING PLAN (DWG. um 117 SERVER STATION #2 Q3 82 O O W5 W6 W5 Ci C3 C5 VARIES 1_A J A3) INDICATES WET WALLS WITH -------- LINE. LINE OF STUD WALL 118 COLD BAR Q2 B2 B4 (� - BY MANFR. !�O C1 C2 8�-6" j ` 4 2. TILE BASE MUST BE 119 SOUP/POTATO BAR 2 3 B2 B4 W7 BY MANFR. BY MANFR. - Ct C2 8'-6" "— INSTALLED PRIOR TO FRP. O �0 HOLD BACKER BD. Q� OO 1/2" OFF SLAB 120 HOT BAR 2 3 B2 B4 O BY MANFR. BY MANFR: BY MANFR. Ci C2 8'-6" Revisions 7 121 BRASS BELL BAKERY �2 �3 62 B4 O BY MANFR. BY MANFR. BY MANFR. Ct C2 C3 10'-0" THRU ADDENDUM "A" 2 e SCALE: b" = 1'-0" 122 DISHWASHING 3 B2 O O O O C2 8'-0' USE EPDXY GROUT ON FLOOR & BASE 1 /20/06 A4 it WEATHER-STRIPPING 123 - - - - - - - i ALUMINUM THRESHOLD 124 COOKING � B2 O O O WB C2 CS 8'-0" THIN SET TILE FLOOR FINISH TAPERED THICK SET TILE 125 FREEZER BY MANFR. - BY MANFR. O BY MANFR. BY MANFR. BY MANFR. BY MANFR. FREEZER PROVIDED W/INSULATED FLOOR BY MANFR. 4 CITY COMMENTS 1/5/09 SLOPE ®1/4"/FT. TO DRAIN 126 COOLER �3 B5 BY MANFR. BY MANFR. BY MANFR. BY MANFR. BY MANFR. BY MANFR. USE EPDXY GROUT ON FLOOR a d \ COOLER BY MANFR. BY MANFR. BY MANFR. BY MANFR. BY MANFR. BY MANFR. USE EPDXY GROUT ON FLOOR Q d e v — -- -- - --- - 127 BUTCHER'S C B5 T CONC. 90AB :; 128 HALL82 0 O O C2 - Q A 4 . A 0"-0" 4 'N' ' . 129 UTILITY ROOM VARIES g' O" 4 Q SEE PS AN LI d A SEALED GONG 62 WI1 Wtl Wlt Wii C3 C5 VARIES PROJECT DATE `— BLDG. SLAB 130 BUTCHER SHOP B2 W4 W4 W4 W4 C6 8'-1 1/2 04 02 08 0 0 / / 4 a 131 COMPACTOR ACCESS ROOM B2 Q' 0 O Wfi C3 CS VARIES DRAWN BY �� a T CONC. SLAB DEPRESSIO KEW SIDEWALK SLAB LI A as p ' (0'-2") 132 UNISEX TOILET O O 0 O C4 8'-1 1/2" (SLOPE AWAY FROM BLDG.) a n d 4 CHECKED BY 1/2" EXP. JT. FILLER - A O EPDXY GROUT ON FLOOR 133 BAKERY COOLER. 3 85 BY MANFR. BY MANFR. BY MANFR.' BY MANFR. BY MANFR. BY MANFR.: USE _ QRL 3 `SET TILE FLOOR Sheet No. SILL H.FRAME 9------- ---- -� NOTES:----N 1.) SEE ELEVATION SHEETS A5 & A6 FOR EXTERIOR FINISH SYMBOLS< /� x"�a SCALE: 6" = 1`-0" ) J-� ®� SCALE: .i' == 1`-O" AT 2. SEE FLOOR &-WALL FINISH SHEET A3 &REFLECTED CEILING SHEET A2 FOR FINISH SYMBOLS F B W# C ` 3.) FULLY ADHERE ALL BASE TILE TO WALL WITH FULLY BUTTERED BACKS. Z: \2005\05125\A4AAr4.dwg Jan 9, 2009-10:10am P!oiect No.05125.00 t--- CLEAR RED L.E.D. BAND PROVIDE BOOT & DRAIN PIPE TO STORM SEWER - SEE CIVIL DWGS. VERT. SIDING 12 TRUSS BRG. BEYOND METAL GUTTER & DOWN SPOUT 8 BRICK VENEER SEE SECT. 6/A120 T SLAB O'-0" ALUM. FRAME AND DOORS W/ 1/4" TEMPERED GLASS WOOD POST <8> u I I � OF DORMER AND LVL BEAM (TYPICAL) 18,-0" L 6,_0. I L FIBERGLASS SHINGLES<6 7 METAL EDGE FLASHING 2x10 WOOD FASCIAOP Ix4 CAP ON END OF LVL 10 BRICK VENEER 1 -/ ----------------------- BRICK ROWLOCK SILL 1 RIDGE VEND FIBERGLASS SHING MTL. ROOF 15 1x6 WOOD FASCIA Ix4 CORNER TRIM STEP FLASHING - VALLEY FLASHING Ix4 CAP ON END OF LVL 10 MTL. kv CONCRETE PAD - PITCH AWAY FROM BLDG.. 1 1.6 SEALANT (TYP.) I I i 2x10 WOOD FASCIA 2 CLOSE OPENING BETWEEN I LVL &BRICK W/ OVER- I A9 SIZED LVL END CAP EDGE FLASHING—b / i; BRICK VENEER 1 J BRICK ROWLOCK SILL < 1 DOWNSPOUT 80 v J` RIGHT SIDE ELEVATION 3/16" = V-0" -- (T) INDICATES TEMPERED GLASS NOTE: REFER TO SITE PLAN FOR LOCATION AND ELEVATION OF SIDEWALK. TRIM 17 4 CLEAR RED E.D. B NI I I VERT. SIDING 12 2x8 WOOD FASCIA 2 12 t6.5 mT BRICK ROWLOCK SILL< 1>J ----- -- - BRICK VENEERO FRONT ELEVATION 3/16" = 1'-O" (T) INDICATES TEMPERED GLASS NOTE: REFER TO SITE PLAN FOR LOCATION AND ELEVATION OF SIDEWALK. CLEAR RED L.E.D. BAND MTL. ROOF 15 OPEN CHANNEL NEON SIGN BY IY OWNER WE8 LINE OF ROOF BEYOND 27J-8 12 1 4.5t 24 -0 2'_6° i I I 1 1/2" OSB 30 LB BLDG. FELT OPTIONAL MASONRY ANCHOR STRIP PREFAB 8"x 8" ACCESS DOOR - MODEL WB-GP AS MANF'D BY WILLIAMS BROS.- SEALANT 0 PERIMETER OF ACCESS DOOR & VINYL "J" TRIM, TYP. BRICK VENEER FILL AIR SPACE W/ SOLID BLKG. BRICK VENEERl1�J BRICK ROWLOCK�S%SIILLC 1 17'-1 1/4" TWATER HTR. FLUE SEE MECH DWGS. 2 ETI01 A A5 SCALE: 3/8" = 1'=0" RIDGE VENT RACEWAY FOR SIGN PAINT TO MATCH SIDING 12 OPEN CHANNEL NEON SIGN BY OWNER SEE DETAIL 1/A5 THIS SHEET 14" MTL. EDGE FLASHING 1x6 TRIMO2 ��� HORIZ LAP SIDING04 CLEAR RED L.E.D. BAND CORNER TRIM <8> STEP FLASHING 2x10 WOOD FASCIA< I 12 I 8 VINYL VINYL WOOD POST <8> OF DORMER & LVL BEAM (TYPICAL) I V-0° 111 FIBERGLASS RIDGE VENT CONT. FLASHING 2x6 WOOD FASCIA Ix4 CORNER TRIM HORIZ. LAP SIDIN( LIGHT FIXTURE SEE ELECTRICAL - CONT. FLASHING BRICKVENEER 1 -J BRICK ROWLOCK SILL �•1i I THESE PLANS AND ALL PROPOSED AND SUBJECT 1O p,NY CaERRECTI RID BY FIELD INSPECTORS MAY BE NECESSARY IN ORDER COMPLY WITH ALL APPLICABLE T SLAB 01-011 � PROVIDE BOOT & DRAIN PIPE TO STORM SEWER - SEE CIVIL DWGS. 1/2" GYP. BD. 2x6 STUDWALL 2x6 (TREATED) ATTACHMENT FOR ACCESS DOOR PREFAB 8"x 8" ACCESS DOOR - MODEL WB-DW AS MANF'D BY WILLIAMS BROS. SEALANT AT PERIMETER OF ACCESS DOOR & GYP. BD. CORNER TRIM, TYP. 206 (TREATED) METAL ROOFING 112 HAND 4 C^ A • ! f lF T PEAK 27 -8 T SIGN 24 -0 ri— METAL FLASHING ■■■ ■■■■■ ■i■ ■ ■■ ■ ■■■■■.ram --•-■■■son 11 Inn in 0011011 Olin LOW11Ion Nilson ■■i■ ■■■ ■■■E ■■■ �. - one one 01 Imm arrWrl.r�mom w�. =--------- —=-------- —-------_= ==- -------- ••f WAMM I i will .. - • ..,, Ali s�■� ���\:�� PIE rM S �■ ■ El® �_ �� ®� E� �■ .I 1s oz �sU{iO �Zz �a� of boa is? sSu W`03O 0o wziT_S-S u.��.j Z VI "gym J��(ZOZW Ud- O �a ffi�oZgg w�g Pi�wN y� z 0o spa z ¢�n� a"KKi F' 0, 3UwN viz 15z rc Jyd� W19 o�n o� n� 0m o � I Q a: In 0 Q 1= 60. U Q w J J W C� C5 O 2� LLJ ENTRYBL TAIL o =° w -_ A5 SCALE: 3/8" = 1'-0" 0 61 E 0 1111, le, EXTERIOR FINISH SCHEDULE -1�UO MARK BASE FINISHES1 MANUFACTURER COLOR 1 BRICK VENEER - ACME OLDE EDMOND 2 TRIM PAINTED SHERWIN WILLIAMS 6148 "WOOL SKEIN" ® fig+ 0 3 ALUM. & GLASS STOREFRONT .ANODIZED KAWNEER SERIES 350 CLEAR ALUM. C) 4 HORIZONTAL LAP SIDING PREFINISHED JAMES HARDIE BLDG. PRODUCTS JH 10-30 "WOODLAND CREAM" dl METAL COPING PAINTE9 SHERWIN WIWAMS 6148 "WOOL SKEIN" 6 FIBERGLASS SHINGLES - OWENS CORNING SUPREME SERIES 3 TAB - "ESTATE GRAY" Revisions <7> FERROUS METAL PAINTED SHERWIN WILLIAMS 6148 "WOOL SKEIN" THRU ADDENDUM "A" 1/20/06 8 GUTTERS/DOWNSPOUT PAINTED SHERWIN WILLIAMS 6148 "WOOL SKEIN" 9 FASCIA BOARD PAINTED SHERWIN WILLIAMS 6148 "WOOL SKEIN" - EXPOSED LVL & PAINTED SHERWIN WILLIAMS 6148 "WOOL SKEIN" Q3 WMTOQWTSINBAfmS7/26/6B 10 PLYWOOD TRIM BETWEEN LVL 11 TRIM/CGRNER BDS. PREANISHED JAMES HARDIE BLDG. PRODUCTS JH 10-30 "WOODLAND CREAM" 12 VERT. DING PREFINI$HED JAMES HARDIE BLDG. PRODUCTS JH 10-30 "WOODLAND CREAM" 13 CEMEN TIOUS ROOF DECK/ PAINTED SHERWIN WILLIAMS 6148 "WOOL SKEIN" PLYW00 DECK/SOFFIT PROJECT DATE 14 DOORS/DOOR FRAMES/TRIM PAINTED SHERWIN WLUAMS 6148 "WOOL SKEIN" 04/02/08 DRAWN BY 15 METAL ROOF -STANDING SEAM - BERRIDGE "DEEP RED" JP 16 14" PLASTIC SHUTTERS PAINTED SHERWIN W LUAMS (SEE SPECS) "WOOK SKEIN" CHECKED BY 7 VINYL WINDOWS AND TRIM - MOSS WINDOWS WHITE GRL NOTES: Sheet No. -- -- ------ - A5 Z:\2005\051 Jul 29, 2008-11:07am 0 T PEAK 27 -6 jk T SIGN 24 -0 MTL. FLASHING MTL. EDGE FLASHING 2x10 FASCIA— 1x4 CAP ON END OF LVL 10 — OPP. HAND METAL WATER HTR. RUE SEE DET. SEE ROOFING 15 MECH DWGS. FIBERGLASS SHINGLES O- UH-1 SEE MECH CORNER TI 1x4W. TRIM 11 --- -- r .ter ��� I L I ��f —J 1 I � �.e 1 L_ 1 �- ::::..."...r • •—�—�5_— ��� ego — • ••• • 1 •' OLOUVER w/ SECURITY GRATE Of�, METAL COPING 1x6 WD. TRIM< HORIZONTAL LAP SIDING STEP FLASHING CORNER TRIM 11 MTL. EDGE FLASHING - CORNER TRIM I VENT THRU WALL BY G.C., MECH. DWGS..-G.C. SHALL INSTALL SECURITY GRATE ON INSIDE OF VENT Ty 1 x6 WC. TRIM ^2Q MTL. COPINGcS� D v REAR GH HIROOFBTRY EYONDMTL. EDGE FLASHING I 1x6 WD TRIMO HORIZ. LAP SIDING 40 A33 E � IMM,t �.:I.11u•1,y:u�r_�atiull,lemiI j 1 x6 WD. TRIMO MTL COPING O 1x6 FASCIA 22 MTL EDGE FLASHINGA2 HORIZONTAL LAP SIDING 4A> FIBERGLASS SHINGLES MTL. EDGE FLASHING 200 FASCIA O 1x4 CAP END OF LVLVL 10 Project No.05125.00 ... Y♦ L 1 u,.,y �Ijh.?5G±2yI�� tzA7�s � 1 a r r � I n __ ----__ —_ __________________ ___________ _ ���r��� • -_____e__ _ _ 1 1 •• / n ILI • 1 • w1, • 1• • • • • 4 " i i• •• 4 . • • • Q � 1� Ili I;���� ' • •. • • v • _ • _ f�a1l;vAr:,�.yuII;IH:eSs— � 1 luu � ���_ • • : • 1 • LL ���� ♦ 1 �r•�r�•is:�emc3�r�i�I=���irr:•urv�ay:��� T���•-�N�i��i�i�—_ ■�_ `' • I - CONCRETE FOUNDATION PROVIDE BOOT &DRAIN METAL DOWNSPOUJT LFORM (SEE STRUCTURAL) - - - - , - BRICK VENEER A PIPE TO STORM SEWER- & GUTTERS ALUM. FRAME AND DOORS L- - ------- TURNED DOWN SLAB EDGE BRICK ROWLOCK'SILLO SEE CIVIL DWGS. W/ 1/4" TEMPERED GLASS WHERE GRADE LOWERS FOR 2x6 STUD WALL DUMPSTER 11 WOOD POST FOR FINAL GRADE 1/2" OSB SEE SITE PLAN SIDING- SEE SEALANT 0 PERIMETER OF EXTERIOR ELEV'S SCUPPER (TYP. 0 SCUPPER) 30 LB BLDG. FELT 2x6 (TREATED) 3/16" = 1'-0" NOTE TO SITE PLAN FOR LOCATION AND ELEVATION OF SIDEWALK. (T) INDICATES TEMPERED GLASS NOTE: EXTENT OF EMERGENCY OVERFLOW � ALUM COLLECTOR BOX 5"x 5" DOWNSPOUT —� DOWNSPOUT STRAPS 3 TOTAL PER DOWNSPOUT SPACED EVENLY MON THRU Afi J SCALE: 1 1/2" = l'--O" PREFAB 8"X12" ALUM. SCUPPER ATTACHMENT FOR COLLECTOR BOX ROOFING MEMBRANE OVER PREFAB SCUPPER 0 ROOF LEVEL (2) 2 x 6 P.T. BLOCKING ROOFING MEMBRANE SHALL OVERLAP 0 ALL SCUPPER AREA. �. l MARK BASE FINISHES MANUFACTURER COLOR I rnj 1 BRICK VENEER ACME OLDE EDMOND "WOOL 34 2 TRIM PAINTED SHERWIN WIWAMS 8148 SKEIN" 3 ALUM. & GLASS STOREFRONT ANODIZED KAWNEER SERIES 350 CLEAR ALUM.._ 4 HORIZONTAL LAP SIDING PREANISHED JAMES HARDIE BLDG. PRODUCTS JH 10-30 "WOODLAND CREAM" 5 METAL COPING PAINTED SHERWIN WILLIAMS 6148 "WOOL SKEIN" 6 FIBERGLASS SHINGLES - OWENS CORNING SUPREME SERIES 3 TAB "ESTATE GRAY" p f� e V I S I o n s <7> .FERROUS METAL PAINTED SHERWIN WILLIAMS 6148 'WOOL SKEIN" THRU ADDENDUM "A" 1/20/06 8 GUTTERS/DOWNSPOUT PAINTED SHERWIN WILLIAMS 6148 "WOOL SKEIN" g FASCIA BOARD PAINTED SHERWIN WILLIAMS 6148 "WOOL SKEIN" EXPOSED LVL & PAINTED SHERWIN WIWAMS 6148 "WOOL. SKEIN" Q3 UPM1E 10 pNREHI STRI 1/2,1/08 10 PLYWOOD TRIM BETWEEN LVL U TRIM/CORNER BDS: PREFINISHED JAMES HARDIE BLDG. PRODUCTS JH 10-30 "WOODLAND CREAM" 12 VERT. SIDING PREFINISHED JAMES HARDIE BLDG. PRODUCTS JH 10-30 "WOODLAND CREAM" 13 CEMENTITIOUS ROOF DECK/ PAINTED SHERWIN WIWAMS 6148 "WOOL SKEIN" PLYWOOD DECK/SOFFIT PROJECT DATE 14 DOORS/DOOR FRAMES/TRIM PAINTED SHERWIN WILUAMS 6148 "WOOL SKEIN" 04/02/08 DRAWN BY 5 —a .METAL ROOF - STANDING SEAM - BERRIDGE "DEEP RED" JP 16 14" PLASTIC SHUTTERS PAINTED SHERWIN VAUJAMS (SEE SPECS) "WOOK SKEIN" CHECKED BY 17 1 VINYL WINDOWS AND TRIM - MOSS WINDOWS WHITE GIRL NOTES Sheet No. Z:\2005\O5125\A6AAr3..dwg Jul 29, 2008-11:07am 2- 12 9� Project No.05125.00 3 2 W1 EXPOSED LVIJ OUTRIGGERS LJ 81 2 -�-� ELEVATI N 1 SCALE: 3/16" = V-O" 1/2" TEMP ED GLASS W/ WOOD I ZAME AND STOPS SEE LEV 12/A17 HORIZ. LVL W1 LVL CEME c I_I ImnmwmnnNnnnnnnnnnnnunnnnnnnn FULL HT. WALL `CLLVA I IUN 4 SCALE: 3/16" 1'-0" PAINT WALL, LVL, DUCTWORK ETC. ABOVE GRID DARK BROWN. 6 8 1x6 02'-0" O.C. EACH C3 1 WAY SUSPENDED GRID. A15 II 101A I I B1 B2 8 SCALE: 3/16" = 1'-0" SLOPED LVL ® 6'-0" 1)2" TEMPERED GLASS PAINTED STEEL Wy WOOD FRAME AND CONNECTOR PLATE SLOPS SEE ELEV 12/A17 SEE DETAIL 11/A14 FILL IN W/ STUD WALL - ,- W1 I 3"x16" HORIZ. LVL B L ACCORDION DOOR ON 8-1 1/2" I I 7A OVERHEAD TRACK I I I I A15 I 0 7 DECK, LVL & DUCTWORK DARK EIIOWN WOOD GRID CEILING —1x6 0,-EACH YOSUSP. GRID LVL HEADER C3 —� 104 SEE ELEVATION 6 FOR FRONT LOBBY WALL ®i11111111111100 NOTE: SERVING LINE NOT SHOWN FOR CLARITY. SEE EQUIPMENT DRAWINGS. �4 _ ■■o I 4 SIM. W1 ELEVATION 12,ga.,�. • © i SCALE: 3/16" = 1'-0" 100 EXPOSED IIVL (SLOPED) C5 SLOPED MENIITIOUS ROOF EC C3 MIK[Lmmmmuoli 1®mm ,1 !, ■m8l"i000amln1m j�INomos jm ■ omSLmrL ®■■ w■ ®■■ ■■i�l'Ilion �i■■ ■■■ N■[omr7MIoMmpom- iIL IIIIIIIIIIIIIIIIIIIIIillllllllllllllllllllllllllllllllllll II � III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIFULL HT. WA PAINT WALL, LVL, DUCTWORK ETC. LVL A0 N v N F140 E° V! q m qO Efi ® a p A d NU 4[1 G � yJk o0 N O. m 3W sW7-.ym�Q �LL� J N N SN nS�3G3O ���FfAJ�/, . CC2pSS5W �IFW-�ZFFG 4ZO �F��yyy���F ply>��R'W O�U O F ZF �M`rS v�iO`Z <o�ZOZ y'UZnCI p=ZN�p V�LL ?��O �U��Jsl�Sil 122-O SWS Zip Z�YmO w 0 W 2 F O W6 Q a O Zm *law -0§93M9` .r=xZW 333 PWr°gwmaW w OP ramram r. o� a ba O 0 Z I_-__ 1= O LLJ T , dFE w oa .- J w 0_ O w cp Q ® �I z c - �7 = 0 cOi v 0 R- M. OPEN TO SERVING USE TEMPERED GLASS jj� 111111111 ELEVATION 8 ■�i a, _: SCALE: 3/16" = 1'-0„ THESE PLANS AND ALLY o�RRECT ONS SED K Revisions AND SUBJECT TO AN - REQUIRED BY FIELD INSPECTORS THAT [T47UMHRu ADDEND"A" MAY BENECESSARY WITH ALL APPLIC�B E R TOCOD • SEE DWG. A17 FOR 1 /20/06 W13 COMPLY 7 KITCHEN ELEVATIONS IF III 4 CITY COMMENTS 1/5/09 `ELEVATION 11 SCALE: 3/16" = 1'-0" \ (. , uV IILJ SEE DWG. A16 FOR TOILET N & CORRIDOR ELEVATIONS ' �. o PROJECT DATE EXPOSED ST4 COL n 4 'Lv 04/02/08 �i DRAWN BY mt. KEW � CHECKED BY GIRL Sheet No. KEY PLAN 8 A7 NOT TO SCALE Z:\2005\05125\A7AAr4.dwg Jan 9, 2009-10:11am Proiect No.05125.00 ■ SCALE: 3/8" = l'-O" ELEVATION 4 SCALE: 3/8" = 1'-0" AS A8 1-7 5 1 2" 2'-2" XII 2'-2" 6'-0" 2'-2" 6" 2'-2" 5 1/ " � N 7 T� mj2 4 0 n�Z O 6 M O n -,�_�_' BAKERY B DESSERT CAPE "mit I j` I; i; ,r__ _____ - �___________r• ,;; ;I p " ;I i W� N itit i l • _. a-agi4.e ,xs,zaza as................zz _____ zzz---'---- a-a,.xz-z=-,,,.xz-- ,,..xza-aaxxzp ,.........................,,,a,ee co ' O i i K - -.991,,,ELEVA I 2 SCALE: 3/8" = 1'-O" SCALE: 3/8" = 1'-0" 1 8. A8.1 8. — >_"__..._,.., _____ -' ^ ^ ^ ' It 4 - , _ ____ _ _____________ _ --•1 I I � �... I I II t I Iit itI _it I r_ ��_ ---- --— --�—-- — --- --- I i t t I' _L a I --- �. _c_c] - --- - ----_----- ---- ---------- ------- t ' i i DECORATIVE 0LACK I -- ------- - I I a I 1 .t. • I I I •_ :KNOB BY G.G.,;TYP. , I I = i ' I 1 1 I;it , ' 1L—Lj Li I `— ({ - I , ___ _________ _ _____ ___i�y_�__�__y�_�.�_�y� _ _fit_ i ______ ___ ________ ________ —__ ____ __ _______.. �}. ___ _______________ _ t p_ __ : , t__ ______________ ______ ____________ ________ _______ _ �_ au_ _ ___ c _ _ S�____ ____ it rt ST,r_^____.^^T_iwA.^_ __ ___ ^ I, _ •••A{ { i ;p 41 it IF it Ni ill i it it ;,it it lit :iii ; ' ° tit 11 II ' ' i' 7 ^---___" ^- __'__ 4W ----- -- -- - -- -------- --'I I " _ .. .. i; a •• it it.. _. ....................... • _... 1i .'c::.c:::x::::!_•_.::::: x:c::a•`1i_ w'°'w` r .r._c _______ ";. a ______ _ ___ " S -T ' I „ I I y ; o el 4 I , i V TION 5 THESE PLANS AND ALL PROPOSED WOR SCALE: _i/8" = 1'-0" AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORSTHAT MAY BE NECESSARY IN ORDER' TO COMPLY WITH ALL APPLICABLE CODE" 3 AS Ls Uit`' [P'gcE;g3��7i o LJi t l i © lyai,ggCfG Q U Z % v'y Y Y Z O W . g� it • Y: Z 0 dS Q S 9 w K ;i f f Vit IN I.it tt IC t it d II ',... Ili itIt iit .; 11 v m a II it itli I ul " it " I, N it ii W � „ II m u it u n n ul ;; ;i i; w n ;i ii K Z " 4. it' ii; i; �i i; 11 In �I y � "Y � Q •PI II II ,h L' I I .' 'N .N II p N � O P N •'O S'" •r a I p Q W y� 4 ll I it a :e =e I � O `ELEVATION 7 SCALE: 3/8" I e I I 1 I I 1 7 I '1 Adft7► I II m A J J KEY PLA NO SCALE ti c, Q�z O !A N \ , IPi m a 1 ;4 O Q O am w II II I I II ii II i O Q w N 1 m n' J `ELEVATION 8 SCALE: 3/8" = 1'-0" ELEVATION 6 SCALE: 3/8" = 1'-0" S pq m rt T +1 N P n , V �n u91N q zP M r• �n tb 0�}� o Vl T Y k0 n ao � D �P �41 n F� H o0 Ln w6 35-F �OU�O (JOJUJ�t-�€-NO z �oI ,,yy p F UUp W`FFa65ffiw UM1afci ,��a I WUFs1.�0¢ asI�r�pm ZZ YWI -I �S�jj mm1-J K ONmaN a<iiZULeiO F�=o�v�irc�'�'^b am�� SZJoic¢_izamo m aeprc?aln X�moyy Fai Nz W IY � WF1,Zx=�KOW �Fis��s�_oo�� O\ �n CD CY: ink <C om , Q � gz J o lL z L I N 2-1 J LIJ U? O Q ZZ� n (_ m MIS C O C J c) I� x G ®I Revisions THRU ADDENDUM "A" 1/20/06 1 VONSTI IV`NN�"IFIO ® NUOT 3\UPUAiF10WENT SIPNONtJS7J28/09 1. SEE SHEET F7 FOR ALL PLAN DIMENSIONS FOR COLD/SOUP BAR & BAKERY BAR. — 2. SNEEZGUARD/LIGHTBOX ASSEMBLIES FOR BAKERY BAR & COLD/SOUP BAR PROVIDED & INSTALLED BY BAR MANUFACTURER. 3. SEE SHEETS A8 & ABA FOR SECTION DETAILS, NOTES & DIMENSIONS. PROJECT DATE 4. HOT BAR CABINETS, SNEEZEGUARDS AND SUPERSTRUCTURE ARE PROVIDED BY BAR MANUFACTURER. 04/02/08 5. SEE SHEET F7 FOR ALL PLAN DIMENSIONS FOR LOCATING HOT BAR, DRAWN BY 6. ALL DIMENSIONS & FINISHES SHALL BE VERIFIED WITH SITE SPECIFIC BAR SHOP DRAWNGS PRIOR TO ANY CONSTRUCTION LMHT CHECKED BY GRL Sheet/ No. ,A 7. a 1AAr3-NON--Modui r<+;ag Jul 29, 2008-li:mi l 5/A7.1 m Project No.05125. CLG- 011'-4" q OF MEDALLION, TYP. MTL. CLIP cz M 00 � I I N 3g• 1/2" GYP. BD, TYP. 3-5/8" MTL- BOX N STUD B/GYP. BD. B.O. BAFFLE S.S. L2"x2"x3/16" 1/2" GYP. BD PAINT BLACK - - BAFFLE WALL BEYOND 3 5/8" MTL. STUD 0 24"O.C. ;o , - - - - - - - - i0 ; O i 3 5/8" MTL. BRACE O L_-? 0 24`O.C. CLG. 8'-6 11 1/4" i'-3 5/8" 1 FAUX HOOD SHROUD, A8 j SCALE:1-1/2" = 1'--0"- STUDS TO DECK, TYP. / 3 5/8" MR. FINISHES TO 6" ABOVE CLG., TYP / / BRACING 0 24"O.C. / 3-5/8" MTL, STUD 24"0.C. TYP. GALV. SHEET MTL. TO i 18" ABOVE HOOD HOOD BY 0 ERS I I / BAR MEDALLION BY OTHERS ri LJ ••. ....i.{..... ........ .......... DOUBLE 44 WD. POST - PAINT BLACK 1 1/2" GYP. BD. - SATIN: PAINT, TYP 0 HOOD t --- --- SHROUD, SIGNS, AND MEDALLION, REF. SHT. A8.1 FOR HOOD I COLORS tt MTL. CLIP II 3 5/8" BOXED MTL. A� /r STUD HEADER ------------- / 1/2" GYP. BD. i B.O. HOOD FRAMING 1 6 -6 AFF 1/2" DURROCK.................................... 3 A6 ' FOOD BARS BY OTHERS 2 UtQ I IU A8 SCALE: 3/4" = 1'-O" ---------- I I 1 I I I 1 I I I I I I 1 I FINISHES TO EXTEND 6" ABOVE CLG. GRID 1/2" GYP. BD., TYP. 36" DIA. MEDALLION, BY OTHERS MTL. CLIP 35" 1/2" GYP. BD., TYP. 3-5/8" MTL. BOX STUD B.O. HOOD/GYP. BD. 6'-6" AFF 1" S.S. L2"x2"x3/16" 1/2" DURROCK NEW GALV. SHEET MTL. j TO 18" ABOVE HOOD I KNEW HOOD & OTHERSFF BY i 3 5/8' 3 SECTION TYPE _ A8 SCALE: 1 --- 1/2" = 110" t n Il II Ii II II n u u I , / / / / / v / / — S.S. FLAT METAL PLATE (FURNISHED BY HOOD MFR - INSTALLED BY GC) - LAP AT CORNERS R1,_6" P1000 1 5/8'.UNI-STRUT BY G.C. INSTALLED BY AWNING INSTALLER SCREW TO 20 W/3`x #10 SCREW,' W/2" WASHERS SUPPLIED BY G.C. ;;-- - - - - -- II -- - - - - - `j, TJI-SEE ROOF FRAMING PLAN OIL BOT. RUSS _-_ ELV. VARIES LOCK NUT 2x4-12" NAIL TO WEB OF 1/2"0 THREADED ROD W/ 1 1/2" WASHE TJI W/(4) 10d NAILS - SEEDET. 6/AB SIM. 5 � II�G R 1 E� I AS SCALE: 1 1/2" _ ,,-o"- - - SECTION A) SCALE: 1 1/2" = 1'-0 2x4-12" NAIL TO WEB OF TJI W/(4) TJ1 0 24"o.c. - SEE 10d NAILS - SEE ALSO DET. 7 A8 ROOF FRAMING PLAN 2x4 BETWEEN TJI'S o 0 0 24"o.c. o 1*1 BOT./TRUSS. u . VARI ELVES 3 5/8" MTL. STUDS' 0 24"a.c. - FASTEN TO CROSS MEMBER W/(4) #10 TEK SCREWS. PARALLEL TO "rJI'S 1 1/2' O o TA 0 24"o.c. - SEE �� ROOF FRAMING PLAN o WEB STIFFENER NAIL TO WEB OF TJI W/(B) 10d NAILS - SEE ALSO DET. _ _..._ 6/AS ABOVE BOT. USS ELV. VARIES —3 5/8" MTL STUDS 0 24"o.c. FASTEN TO WEB STIFFENER W/ (4) #10 TEK SCREWS _STUD BAFFLE SL I I PERFL.-NDICULAR TO I TJI' AC7 SCALE: 1 1/2" = 1'-0" ".« .. V --PROVIDE BRACING AS REQD. - STUDS TO DECK, TYP. - -� o --- BAR MEDALLION BY OTHERS W/ • • SUPPORTS BY MANUF. REF. SHT. : o . A8.1 FOR MEDALLION THEME AND ; LOCA ON ASSIGNMENT o SATIN PAINT, TYP 0 HOOD SHROUD, SIGNS, AND-0- MEDALLION, REF. SHT. A8 T.O. FLARED HOOD 8 -11 AFF AS s A7-1/2- SIGNAGE BAND, PAINT -- SATIN BLACK, LETTERING IN Lr2a- Q p Q �� REVERSE. TEXT VARIES, REF. SHT. DINING CLG. _ -- - --- ------------------------ LL-------- — ASSIGNMENT C LOCATION F _ _ A8.1 FOR GRAPHIC 11-4 S.S. ANGLE, FACE TO BE PAINTED BLACK, BOTTOM TO REMAIN NATURAL 3 5/8" MTL STUD 0 24"O.C. FOOD BARS BY OTHERS 1/2" GYP. BD. ;o GRAPHIC PANEL io ED WORK N D ALL N� I THESE PLANS AND SUBJE T TO ANY CO ECTiONS Lo AND SUED Y FIELD INSPEC IRS THAT REQ MAY BE ECESSA AP" O DER TO F CODES. COMPLY WITH ALL A SLAB h 0 -0 Y� i 3 5/8" MTL. BRACE 0 24"O.C. a FRP 5/8" GYP. BD. 3 5/8" MTL BOX STUD 5/8" GYP. BD. - PAINT COMPATIBLE CREAM IIIBBAFFLE 6'-9" L q SCALE. 1 1/2" = 1'-O" m N nM ry�a o+ ) R Z� Ii Z M m N P u kk� L rt ow �) T a RO a. o rr H a „ o+ pli 0 00 m �Na��3�3bs�=b oc~i�'oi•����g�,����a Oym<yymaw Ugo Zsv, zsr5 a i'(y's�oo o�Zo o��o >70Z6SS �D_ y1J,mw ..00 fG Fufzm. zw -. Mw WW y4IER ¢,ai�wamw �a OIL�NU on S2X on < 0 Q Ff ® I z O 0 O J u- I J TJ o bE Z 0 F :j d. N Q = O c L v 3 U L- M- coFri Revisions THRU ADDENDUM "A" 1/20/06 l®CITY COMMENTS 1/5/09 rPROJECTDATE 2/08 Y HT l3Y L . 8 Z:\2005\05125\A8AAr4.dwq Jan 9, 2009-10:12am .I BLACK BLACK TO GRAPHIC INTERNATIONAL SCHEDULE FLAVOR ACK ACK D THE GREENHOUSE SCHEDULE TIN BLACK r LET S TIN BLACK REFER TO GRAPHIC THE GRILL HOUSE SCHEDULE A� SCALE: N.T.S. NOTE: HOODS TO BE PAINTED ON ALL SIDES PER ABOVE REFERENCED DIAGRAM. REFER TO A8 FOR TYP. CONSTRUCTION DETAILS. PAINT FACE OF STAINLESS STEEL ANGLE, BLACK. LEAVE BOTTOM FACE NATURAL FINISH. ANY WALL OR BAFFLE WALL WITHIN 18" OF A TYPE I GREASE HOOD MUST BE NON-COMBUSTIBLE. BLACK BLACK TO GRAPHIC BRASS BELL SCHEDULE BAKERY GRAPHICS' PLACEMENT PLAN INTERNATIONAL FLAVOR GREENHOUSE GRILL HOUSE 11 El BRASS BELL IG_71 BAKERY I I THESE PL ANS PROPOSED S ANUBJCTANY CORRECTIONS REQUIRED BY FI LD IYSN ORDER TO T MAY BE NECE SAR COMPLY WITH AL APPLICABLE CODES. i I I-DIGrrAL WALL COVERING rill HOOD/SURROUND I1 HOOD/SURROUND c 32 HOOD/SURROUND EK21 HOOD/SURROUND W 7=2 47 vj pTHRU evisions ADDENDUM "A" 1/20/06 HOOD/BAR PAINT COLORS a CITY'COMMENTS 1/5/09 LOCATION DIMENSION MARK MANUF. COLOR QUEUING SOFFIT/ I VARIES WALL HANGINGS PROJECT DATE y , SOFFITS 24" HIGH FE2 1 SHERWIN WILLIAMS SW6608 RAVE RED 04/02/08 DRAWNBY LMHT r�rf SOFFITS 24" HIGH P-3 SHERWIN WILLIAMS SW6376, GOLD COAST CHECKED BY GIRL SOFFITS 24" HIGH FP--4-1 SHERWIN WILLIAMS SW6334, FLOWER POT Sheet No. A8.1 SOFFITS 24" HIGH P-7 SHERWIN WILLIAMS SW6347, CHRYSANTHEMUM n Z:\2005\05126\A8,1AAr4.dwg Jan 9, 2009-11:12am FIBERGLASS SHINGLES OVER 5/8" OSB 3 2 30 LB. ROOFING FELT SHEATHING 5 i/2 A9 SIM CONNECTORS BOUNDARY 1/2", 1/2" 5 1/2° BATT INSUL (R-19) VARIES -SEE ELEV.S CLEAR RED L.E.D., TYP. - CEMETITIOUS ROOF DECK SEE SHEET A5 & A6 FOR LOCATIONS 2x BLOCKING VAPOR BARRIER -SEE SPECS ALUM. FLASHING ° 2X2 TRIM 11 LVL BRG. HGT. - I B'-11/2" ' —'-- METAL JOIST CONNECTOR - (SEE STRUCTURAL) 1/2" GYPSUM BOARD 3/✓ PLYWOOD TRIM BETWEEN METAL FRAMING CLIP LVL - TEXTURE & FINISH SEE STRUCT. DWGS. 24 CONT. TOP PLATE TO I ATCH LVL S 1x10 TRIM <8> X. BOTT./OUTRIGGER HEADER H1 VARIES ALUM. FLASHING Project No.05125.00 A MTL. ROOFING 301b BUILDING FELT 5/8" COX PLYWOOD RAFTER MTL. ROOFING 2x6 WOOD BLOCKING 3 METAL EDGE FLASHING A14 T/ROOF EL. VARIES CLEAR RED LE.D., TYP. - SEE SHEET A5 & A6 FOR (:2x8 WOOD FASCIA O art r LOCATIONS 2x6 CROSS FRAMING CLEAR RED LE.D. 024' O.C. M 2 ; ' 2x8 FASCIA , 2x6 ® 16" 0. . -3 314 F' . S 1 /2" VINYL TSOFFIT ING SHIM SPACE ix6 TRIM 2x4 DIAGONAL BRACES 3 2 1/2 W/VENTING 12 LVL OUTRIGGEROIL T ROWLOCK ® 16" O.C. (STAGGER HORIZONTAL LAP SIDING 4 7_6BOT. FRAMING HORIZ. LAP SIDING DIRECTION) '' 1/2" GYP. BD. I I .• 5/8" OSB SHEATHING 15 LB. BLDG. FELT DOUBLE 2x6 PLATES 7-5 1/2' MTL FLASHING '� ORI . 2 4" FIBERGLASS SHINGLES OVER STEPPED FLASHING 5/8" OSB 2x6 STUDS ® 16" o.c. VINYL WINDOW UNIT I 30 LB. ROOFING FELT OVER 4 , 1 Op SHEATHING BRICK MLD. TR STATIONARY I I I CEMENTITIOUS ROOF DECK s . • Ai4 HAND e• HINGLES 2'-0" 5 1 2" VINYL WINDOWS I I I I PANELS 'i OVER BO SLB.SROOF ROOFING FELT a BRICK ROWLOCK I I I I " T/DECK p u N 91 O� I SILL BEYOND I -- I EL VARIES C� Z 2X6 TOP & '� E °' A9 SCALE: 1 1/2' = 1'-0" — MINI-BUNDS BETWEEN VERT. I I I 4 BOTTOM PLATE MULLIONS 138 I I I I A14 2x6 CROSS FRAMING i I I I ® 16" O.C. CEMENTITIOUS ROOF 0 p 3/4" INSUL GLASS W/ DECK PANEL (f) SIMPSON STRONG -TIE CO., INC. INTEGRAL MUNTINS I I I 5/8"Ox10" LAG BOLT ® 16" lQ ; (OR APPROVED EQUAL) FIBERGLASS SHINGLES OVER 4" CEMET111OUS ROOF DECK I I I Y TPA 57, 20 GA. GALV. TIE 30 lb. ROOFING FELT I I I I O.C. W/ 2" WASHER -PRE m o PLATE AT 3'-0" O.C. EVERY OTHER PLATE CENTERED OVER { DRILL HOLES u a o ' ' LVL - SEE ROOF v 12 - �� 4WINDOW BRICK 1 FRAMING PLAN LAM. VENEER BEAM SEE PME1 � .., .. I 3'-6 1/2" �a _m MTL. EDGE FLASHING A9 SCALE: 3" = V-0" A9 5 1 2" 5 1/2 " i° GUTTER STRAP ® �, .:",:" CLEAR RED LE.D., / / 2 1 2" A 2 -0" o.c. 13 TYP. -SEE SHEET 2 -O" 1 -6 1 2" / b m s A5 & A6 FOR n a 6" 51 2" 1/2' LOCATIONS I y3-I�4' CONT. L 4"x3 1/2°x1/4" LLH - / _ T/STL wz h > LET INTO LVL BEAM &FASTEN 16'-3 1/2 p TO LVL W (2) 20d NAILS 3 5 8° 7/8" q AINT�aM�b��b L .'� ��zz�'n"���Tn ° STL BM. BEYOND w%iEX I" O a wig wl= " BRICK VENEER 1O 2x6 STUDS AT 16" o.c. I = T/ PLATE z�r,-I8a6a$E3u �aa 2 16d GALV: RING VAPOR BARRIER - SEE SPECS i i = aao m�myoz$o�g > SHANK NAILS (MAZE I I SEE STRUCT. DWGS. "h a6 <os c> o L OUTRIGGER El. VA IES cm _ 5 1 2" GATT INSUL. R-19 a sl- ffiiggurW� OR EQUAL PER I _ 9-� § �Hj $E 15# BUILDING FELT I DOUBLE TOP PLATES I Fxn:AM�i$mH-56 ��= * WD. BEAM -DRILL / ( ) SLOPED �o � H o PILOT HOLES AS REQ'D. I - (SLOPED) _4 om¢ um om b �- m 1� 1 2 GYP. BOARD Wt I I 18 I INSUL. ABOVE CLG TO BE y;>Cic60 FUm qq 5 8" OSB SHEATHING / " I _ 12 W z- z >o % VAPOR BARRIER SEE SPECS S5 3s� o � s 24 GA. GA V. VL BEAM (SEE STRUCT. I zm�� o �x STL. GUTTER O I 0 116" o.c. I MEETCCODER FOIL FACED TO Hm F �z�zmI DRAWINGS - PAINT EXPOSED TRIM BELOW I I <o w > � z vi � D'45 �tTS—c�a$no. SURFACES.) 10 t 7 I -- wf 3 �E< = �rco 2x10 WOOD FASCIA O SHIM SPACE 1x6 CORNER TRIM I I O T/STL. / 1/2" GYP. BD. Wl I i 12'-9 1 2' �a$a�`n oo:ooz I, 1x WD. CAP ® END -�'� 1x4.WOO TRI W1 'HORIZONTAL I I 5 1/2" BATT INSULATION. o0 OF LVL BEAM -PAINT 10 I LAP SIDING I (R-19) SEESSTRUCL DWGS oo BRICK jQWLOCK I I I 3'-6" OR 1'-6» _ SILL 2 TO OUTSIDE FACE OF STUD ! ix TRIM W1 15 LB. BLDG. FELT I CLG BACKER ROD I 11-4cc & SEALANT I I O SEALANT, TYP. 7 I I I I' ' C1 � r r VINYL NOW UNIT I I SILL BELOW 16 WD. MLD. Wl iI I I I 5/8" OSB SHEATHING I _ I HORIZ. LAP I W M (5/8" FULL HT. SHEAR SIDEING O I 2x6 FIRE STOP W V 1 I PANEL WHERE SHOWN 1 �� STATIONARY ON STRUCT. PLANS I�l '- J ~ VINYL WINDOWS (MIN.) SEE BET. 16/S6 I I THESE PLANS AND ALL PROPOSE WOR JE -T TO ANY CORRECTIONS v 3/4" INSUL GLASS W/ I 5 1/2" AND SUB THAT INTEGRAL MUNTINS 2 -O" REQUIRED BY FIELD INSPECTOR $ I 2 _0" 5 1/2" cd 5 NICK W MAY BE NECESSARY IN ORD R TO 1 �9 SCALE: 3" = V-0" I I COMPLY WITH ALL APPLICABLE ODES A14 z <. Q C c = o v� 5 8" S E THING J � ca ( FULL HT. WS 2x6 STUDS ® 16" o.c. FULL HEIGHT 5/8" �SHOWN ON STRUCT. SHEAR PANEL WHERE I ' ISOMETRIC VIA 3/4' INSUL. GLASS W/ SEALANT, TYP. PLANS (MIN.) SEE NOT TO SCALE INTEGRAL MUNTINS I DET. 16/S6 SILL FLASHING STATIONARY VINYL BRICK I 15 LB. BLDG. FELT 2 TYPICALI IL WINDOW VENEER 1 WINDOW SILL A9 SCALE: 3" _= V-0" BACKER ROD & SEALANT /� M MTL FLASHING BRICK ROWLOCK I BRICK VENEER 1 SILLSTE1 I I I SEE ESTRUCL DWGSL COL. IN WALL T/FRAMING/TRIM I 2-7 1 /2" I I I " 1x6 WOOD TRIM. W1 1 BRICK TIES - SEE 1x4 TRIM W/RABBET p BRICK TIES ; 1/2" GYP. BOARD TO COVER WALLPAPER rn SEE SPECS. I VAPOR BARRIER - SEE SPECS. _ SPECS I w N EDGE 3 1 2" " W1 tr ix6 WD. SILL/STOP x CONT. 1 2 0 2 26W RBViSiOns 1x4 TRIM TO COVER , ( 2x6 STUDS AT 16 o.c. FULL HEIGHT iV , , BELOW PLYWOOD SPACER CONTINUOUS FABRIC WALLPAPER EDGE) ALIGN o FLASHING DOUBLE 2x6 PLATES I W/ WINDOW TRIM a THRU ADDENDUM "A" O 2x6 STUDS AT AIR SPACE n I 1 /2" GYP. BD. --- --------- - ix TRIM W1 16" O.C. i 1 /20/O6 5 1/2" BATT INSULATION 0 I I (R-19) BRICK VENEE 1 _ _ I 12" HIGH CONC. -- SHIM SPACE 1/2" GYP. BD. BRICK WALL Tl S I I _ SEALANT (TIP.) VAPOR BARRIER - SEE w I 5 1/2" \ FLASHING i i BACKER BD. SPECS uo 2x6 TREATED PLATE STATIONARY w WEEP HOLES AT Lo WEEP HOLES I ^ B2 VINYL WINDOWS 24" D.C. 5 1/2" BATT INSUL N " I B1 N ® 24"Ho.c. i 7jCODE COMMENTS 2/26/09 (R-19) I FLASHING 15L8. BLDG. FELT iv F 3/4" INSUL GLASS W/ 5/8 OSB -/ INTEGRAL MUNTINS SHEATHING i 3 51W 7/8" 5/8" 1/2 T SLAB j • Y' ." : : <: ° I PROJECT DATE -TREATED LEDGER AS e 0 -0" • z I 5 1 0 1" 6° 5 1 2• READ. $o `o I it' �'� °° i. 'j a ' '. 04/02/08 5/8" OSB SHEATHING Ln SEALANT (TYP.) ^ / / o '< " / ��\��\�\ +I..i •< n /�\\/�\\ VAPOR BARRIER DRAWN BY APPROX. FINISHED GRADE �\ a. APPROX. FINISHED\ \\ x BETWEEN N W FLASHING p SLOPE AWAY FROM BUILD I a �/ LMHT LINE OF BRICK WALL e GRADE SLOPE AWAY �/ •I' \�\�\� GRANULAR BASE UNIT BRICK MLD. w FOR POSITIVE DRAINAGE i a \ w FROM BUILDING FOR \\� e N \ VAPOR BARRIER POSITIVE DRAINAGE + • . �. �\ 17 BELOW w \ o // I . 1 . CONCRETE FOOTING & SLAB CHECKED BY BRICK ROWLOCK - - - - - - - - - - - - - - - - - OW SILL I CONC. FOOTING &SLAB - < < /\ GRAI�[iIk2U�ppB[ BASE w FILL SOLID WITH MORTAR --- - -- !-•_-- ^ a -_ SILL A A SCALE. .i 1 0 SEE STRUCT. DWGS. ' SEE STRUCTURAL DWGS. (SEE STRUCT. DWGS.) 1 /17 6 CONCRETE FOOTING/SLAB EAH ( ) Sheet No. IWERME IATE MULLION r_F� RIGHT SIDEa MASONRY CHIMNEY Ki� RIGHT SIDE WALL a MASONRY CHIMNEY Ag T 6 2 3/4' 1 Y2' 0 3 3/4- 1/2 3" 2 I 1/2' � 22 GA. GALV. STEEL COPING SYSTEM PROVIDE ALL Project No.05125.00 NECESSARY COMPONENTS (SHOP MITERED AND ( 2 ) 2x6 TOP PLATE 5 8"-OS SHEATHING NOTE: WELDED CORNERS- AVOID SHARP CORNER & EDGES)O5 EXPOSED FASTENER LVL 0 6'-0"o.c. x o.c. 1. ALL METAL SHALL (SEE STRUCTURAL DWGS) 12 5/8 TY E "X" GYP. BD. BE PAINTEDO T/PARAPET FRAMING CUT 2x WD. BLOCKING SEE R1 19'—O" ` 3/8" PLYWOOD TRIM BETWEEN LVL'S — TEXTURE N & FINISH TO MATCH LVL FIBERGLASS SHINGLES O BRICK VENEER OVER 30 LB. FELT. 1 BELOW CONT. MTL. CLEAT NON—COMBUSTIBLE HARDIE CEMENTITIOUS ROOF 1/2" GYPSUM 1A BRICK ROWLOCK 1x6 WOOD TRIMO2 FIBER —REINFORCED CEMENT DECK PANEL �— BOARD O BELOW 2x$ VER . BL KIN BD. UPPERMOST 16" 2x VER COD TRIM W1 2 HO I ON L L SI ING CE R' BRACKETS HORIZONTAL LAP SIDING " L� /-� -- - --- -- -- - -- 15# BUILDING FELT 5/8 OSB SHEATHIG'r - -- -- -- - 15 LB. D - 6 R 8 G4 1 /2"0 THRU BOLTS `1 1/2- OSB 1 W/ WASHERS SHEATHING ; HORIZONTAL 2x6 FLAT - METAL FRAMING CUP V2 1/2" 1/2" BENT PLATE BLOCKING 2 (SEE STRUCTURAL DWGS) " A9 2 1/2 x 1/2" RAILS BRACKE S (5) PER RAIL W/ 5 "0 6 PET CAP 1'-6" DOUBLE 2x6 PLATES BOTH SIDES. CURVE TOP EXP. BO TS INTO MASONRY EXPANDED METAL END PANELS EDGE OF LVL TO SEE DET. 9/A10 WELDED TO BENT PLATE FACE of STUD BRACKETS SEE DET. 8/A10 Al ® SCALE: 3" = 1'-0" 6" BATTINSULA710N (R-19) STANLEY #915 HASP 5/8" OSB SHEATHING (5/8" VAPOR BARRIER - SEE SPEC . (3 1/2" LONG) 9 HEAVY DUTY HINGE STANLEY FULL HGT. SHEAR PANEL MIN. W1 EXPANDED METAL A10 #CB1920 (3 REQ.) Al WHERE SHOWN ON STRUCTURAL _ _ _ _2_'-_0" (n 2x6 STUDS ®16"o.c. SCREEN GATE & 7/8" 0 DWG. SEE DET. 16/S6) EXPANDED METAL SCREEN N m HORIZONTAL LAP SIDING 1/2" GYPSUM BOARD RUNG ®1'-0" o.c. Z LADDER WELDED TO INSIDE OF 1"x 1/2" a v .! x 1/8" CHANNEL ALL U Z0 1x4 WOOD TRIM - RABBET 4 NON-COMBUSTIBLE HARDIE z� 30 LB. BLDG. FELT 1 TO COVER WALLPAPER Al O SCALE: 1 1/2" 1'-0" 6 AIR SPACE A70 ��•.-"�� FIBER -REINFORCED CEMENT � � L A14 ` T PARAPET FRAMING �` BD. UPPERMOST 18" N i / 1 T/ PARAPET FRAMING 0 \ AUGN w/ wNDow TRIM 19 -1 �` 5/8" OSB ',PYLWOOD 19 -1 i b i > BRICK WALL TIES 1 1 B G. FELT A5 Y TREATED 2x6 PLATE 6" 5 1/2"LL SIM. ROOFRETURMEMBRANETUP BRAS TO CE s BUILT-UP OR SINGLE PLY. co ROOFING MATERIAL L, A LO WEEP HOLES 0 24"o.c. 1/2" DIA. ANCHOR ' C ++ I 2x4 ®16"oc. -SECURE WRAP TRIM AROUND END c ?m c� o BOLTS 0 48"o.c. - / �P , FLASHING N HORIZONTAL LAP SIDING-- " /O s 0 da 2-0 W 4 12dNAILS ®EA. , N o APPROX. FINISHED GRADEND A ; SLOPE AWAY FROM BLDG. Bi F1 15 L.B.BBLDG. FELT N FOR POSITIVE DRAINAGE 2x6'S 0 16" o.c. - 00 5/8" PLYWOOD DECK. TAPERED INSULATION ^ a �Z " e e d .4 SEE STRUCT. DWGS. DBL. 2x6 BLKG. BUILT-UP OR SINGLE 12 i / 11 ° a ,/ 10d NAILS ® 4" o.c. ® INTO ROOF SYSTEMMETAL EDGE TIE AO MATERIAL � Uooa �ffi€ m e l6d NAILS ® 4" o.c. CRCEKETSINSULATION �NW€g=�P€ - ��\\ SIM. w d. 3b�u: `t.i /` VERT. TJI BLOCKING BETWEEN t � 3 w / e � "'pd ��� :mQCFiao�nw N \�/� VAPOR BARRIER TJI'S - SECURE TO TJl'S BY _ • 0`~'�8a�w� �w�ow GRANULAR BASE END NAILING AT ONE END & TOE i two - 6" CONCRETE FOOTING/SLAB SLAB NAILING AT OTHER END HORIZONTAL LAP SIDIN `� ZNM�<o=m�5o (SEE STRUCTURAL DWGS.) usaic-$6bW85o� �O ww uF_jE T/TJI BEARING 30 LB. BLDG. FELT T/TJI BEARING �3s3b�wo°0om WmO 13-8 13`-8' =mw�g�N��o 1 REAR WALL SECTION18 Ni<wzw /011® SCALE:3/4" = 1'-O" SEE TSTRJI U T. DWGS. ww3 L�SP9a5u-Fa`�Lx�mo ZFa�a�wUUc=goz 2x6 CONT., 6" BATT INSUL. (R-19) A10 UNFACED OR FOIL FACED $o 6" BATT INSUL (R-19) _ • TO MEET CODE UNFACED OR FOIL FACED 00 TO MEET CODE - 2x6 FLAT BLOCKING ® n LVL ® 6'-O" o.c. C BETWEEN TJI'S. Q Q (SEE STRUCTURAL DWGS) 2x6 FLAT BLOCKING • 3x2x14 GA. CLIP ANGLE W/ pC w 12 (SEE STRUCTURAL DWGS) 12 BETWEEN TJI'S. CUT 2x WD. BLOCKING SEE R1 CUT 2x WD. BLOCKING SEE R1 5/8 OSB SHEATHING _ (2) 3/8" LAG BOLTS INTO C? O � 3/8" PLYWOOD TRIM 3/8" PLYWOOD TRIM (5/8" FULL HGT. SHEAR PANEL 3x2x14 GA. CLIP ANGLE W/ CHORD TOP ATE AND TJ1 BOT. BETWEEN LVL'S - TEXTURE MIN. WHERE SHOWN ON (2) 3/8" LAG BOLTS INTO _ ® LLI v) &FINISH TO MATCH LM_ BETWEEN LVL'S - TEXTURE STRUCTURAL DWG. TOP PLATE AND TJ1 BOT. DOUBLE 2x6 z & FINISH TO MATCH LVL O FIBERGLASS SHINGLES SEE DET. 16/S6) CHORD CONTINUOUS a FIBERGLASS SHINGLES r J Ld OVER 30 LB. FELT. DOUBLE ZxS FLd OVER 30 LB. FELT CONTINUOUS CEMENTITIOUS ROOF 6/ARDYPSUM CEMENTITIOUS ROOF 1/2" GYPSUM BOARD W1 • _ 2 DECK PANEL UV1 2 'DECK PANEL Uj O METAL FRAMI 22 D_ A9 A9 (SEE RAL DWGS) QQQ i CUT 1x10 BRG. HGT _� gR CLG. HGT I ® CLG. HGT O WOOD TRIM XX . 8 -1 1 2 0 3 ;�, 5/8"0 THRU. BOLTS METAL FRAMING CUP ; ; ` CONT. 2x6 TOP PLATE C2 $ _O INTO BLOCKING C2 8 -0 J 0 (SEE STRUCTURAL DWGS) B FRAMIN 7-5 1 2 2x6 FIRE STOP o DOUBLE 2x6 PLATES 11 (2) 2x4 VERT. 2x6 FIRE STOP THESE PLANS AND ALL Hi�vl°: oc 2x6 AND SUBJECT TO ANY CORRECTi 3'-6" 3'-6" REQUIRED BY FIELD INSPECTORS TH F, uo EDGE OF LVL 0 AC OF STUD EDGE OF LVL TO FACE OF STUD MAY BE NECESSARY IN ORDERBODF LF s" BATT INsuLATION (R-19) �OMPLY WITH ALL APPLIC 5/8" OSB SHEATHING z 6'' BATT INS CATION (R-19) 6" GATT INSULATION (R-19)ky (5/8" FULL HGT. SHEAR PANEL MIN. 2x6 STUDS ®16"o.c. Ld HINGE • WHERE SHOWN ON STRUCTURAL STATIONARY VINYL WINDOW o0 2x6 STUDS 0 16"o.c. Ld N EXPANDED METAL 2x6 STUDS ® 16 o.c. DWG. SEE DET. 16/S6) VAPOR BARRIER - SEE SPECS. $ 3 �_ SCREEN GATE & " A11 A9 VAPOR BARRIER - SEE SPECS. VAPOR BARRIER - SEE SPECS. 5/8 OSB SHEATHING CAGE WRAP 1/2" GYPSUM BOARD W1 (5/8" FULL HGT. SHEAR PANEL 1/2"GYPSUM BOARD WS 1/2" GYPSUM BOARD W8 HORIZONTAL LAP SIDING MIN. WHERE SHOWN ON 7 6 HORIZONTAL LAP SIDIN 30 LB. BLDG. FELT STRUCTURAL DWG. 30 LB. BLDG. FELT A9 BRICK ROWLOCK 1 1 tx4 WOOD TRIM - RABBET BRICK ROWLOCK 1 i �r 1 A14 A14 `(2) 2x6 PLATE BRICK ROWLOCK 1 A14 - _ 1x4 WOOD TRIM -RABBET BRICK ROWLOCK % TO COVER WALLPAPER TO COVER WALLPAPER AIR SPACE R2VISIOi1S AIR SPACE i ` BRICK VENEER 1 �ix4 WOOD TRIM - RABBET TO 1x4 WOOD TRIM - RABBET VER WALLPAPER AIR SPACE d THRU ADDENDUM "A" ---- -- N 1 �_ BRICK VENEER TO COVER WALLPAPER 1 20 06 BRICK VENEER AIR SPACE 16 STUDS 016"o.c. t V I HINGE—�.�� • 1 / / A� LIGN W/ WINDOW TRIM I / ALIGN W WINDOW TRIM i <r 1 ALIGN W WINDOW TRIM i / i VAPOR BARRIER -SEE SPECS. M BRICK WALL TIES BRICK WALL TIES `� BRICK WALL TIES �` � 30 LB. BLDG. FELT � 12' HIGH CONC. � � 12" HIGH CONC. 01 1/2" GYPSUM BOARDO ` TREATED 2x6 PLA w TREATED 2x6 PLATE 6" 5 1/2" R w TREATED 2x6 PLATE 5 1 2' N BRICK WALL TIES 5 BACKER BD. N WEEP HOLES • BACKER BD. N / TREATED 2x6 PLATE / � 5 1/2 LO 7> WEEP HOLES 0 24" O.C. 1/2" DIA. ANCHOR n ul N WEEP HOLES ®24"o.c. 6" BATT INSULATION (R-19) �IH ®z24 o.c. - - --- - M WEEP HOLES ® 24" o.c. 1/2" DIA. ANCHOR c� 1/2" DIA. ANCHOR d o BOLTS 0 48" o.c. a 1 2" DIA. ANCHOR BOLTS iv `i c BOLTS 0 48" O.C. N N BOLTS ® 48" o.c. N (LASHING iv c� FLASHING — / / 2 i o N o 48 o.c. v o FLASHING APPROX. FINISHED GRADE APPROX. FINISHED GRADE FLASHING Bt F1 Bi F1 - APPROX. FINISHED GRADE g2 F3 O • B2 F3 CODE COMMENTS 2 2s 09 SLOPE AWAY FROM BLDG. SLOPE AWAY FROM BLDG.. SLOPE AWAY FROM BLDG. � / / FOR POSITIVE DRAINAGE FOR POSITIVE DRAINAGE OR ipg ii e e . 4 .e <d , O{ SLAB :. a D!$Df1B », e F POSITIVE DRAINAGE � a < e., d4 s co PROJECT DATE �I ' • . a ° '''ii e 04/02/08 uj °\/\\\ o/\\\ °. ,a'° ; ° e/� \ o APPROX. FIN. GRADE/\\ °: �-. DRAWN BY w // / i�/ ° a \ w // / e \/� W/j\� e \/� w SLOPE AWAY FROM/\/�x ° \/ LMHT N /\ VAPOR BARRIER N\ VAPOR BARRIER " °' VAPOR BARRIER vwi BLDG. FOR POSITIVE / e \/ \ ° a\/ \ a.\//\ DRAINAGE ° ° /\//\\ VAPOR BARRIER CHECKED BY GRANULAR BASE GRANULAR BASE ____ GRANULAR 'BASE ---- GRANULAR BASE " - 6 CONCRETE FOOTING/SLAB CONCRETE FOOTING/SLAB 6" CONCRETE FOOTING/SLAB 6" CONCRETE FOOTING/SLAB GIRL (SEE STRUCTURAL DWGS.) (SEE STRUCTURAL DWGS.) (SEE STRUCTURAL DINGS.) (SEE STRUCTURAL DWGS.) Sheet No. 2REAR WALLSECTION-5 ION a Al Al WINDOW— s ALL _LA DER A 10 ® SCALE: 3/4" = 1'-0" Al ® SCALE: 3/4" = 1'-0" 'I ® SCALE: 3/4" _ '-0" Al ® SCALE: 3/4" = i'-O" \\Lm100\draw\2005\05125\A10AAr7.dwg Mar 3, 2009--3:03pm 5 1/2" L Project No.05125.00 SHEATHING ✓8' 1/2 6" BATT INSUL. (R-19) QUARRY TILE CAP VARIES - SEE ELEV.S ----- - --------------------- - - - HORIZ. LAP SIDING � � 1/2" GYPSUM BOARD wi VARIES - - 2x4 BLKG. -AFTER INSTALLATION OF HOLD VAPOR BARRIER - SEE SPECS 6" HIGH CONC. DOWN ANCHORS CURB, WIDTH VARIES SEE PLAN _ I HORIZONTAL LAP SIDING ° ° METAL JOIST CONNECTOR (SEE STRUCTURAL) END OF SHEAR WALL SEE STRUCTURAL DWGS ALUM. FLASHING 2x6 TOP PLATE QUARRY TILE C° ----- 2x6 ^-^ a 1x6 TRIM _ --, : r �nnnfi (2) 2x4 VERT. M DRAW it uLULJ L 1x6 CORNER i, BOARDS ALUM. FLASHING 2x6 ^= 2^ SLOPE TOLO 1R, EXPANSION BOLT HORIZ. LAP SHIM SPACE WATERPROOF MEMBRANE ; ___� 1 EACH END AND I SIDING 12"o.c' S 8 SHEAR WALL SPECS)ETURN 2UP FULL I I / " BOT. FRAMING VAPOR BARRIER PANEL -SEE DET. T-5 1/2° HEIGHT OF CURB. SEE SPECS I I 6 S6 FIBERGLASS SHINGLES OVER �GaJ E 5# BUILDING FELT 30 LB. ROOFING FELT 1/2" GYP. BD. Fa VINYL WINDOW UNIT L x6 STUDS 0 16'o.c. o CEMENTITIOUS ROOF DECK PANELS 6" BATT INSUL (R-19) •`_�1 BRICK MUD. TRIM STATIONAR91Y u� VINYL WINDOWS CAN W ASH CURB �� FRAMING PLAN WALL FINISH VARIES RICK ROWLOCK 1 E LVL BEAM SEE ROOF FRAMI LVL 3 1/2" x 11 7/8" OUT IGGER I SEE ROOM FINISH BRICK VENEER MINI -BONDS BETWEEN VERT. Uu m A� 1 SCALE: 3" = 1'-0" - SEE ROOF FRAMING PLAN BAFFLE FRAMING SUPPORT ;SEE SCHEDULE BELOW MULLIONS 138 SHT. SP4, SECTION 09510, ITEM 3, ® o W 1 FOR INSTALLATION r A9 ' I a ----- -- \ T/ROOF 5 1/2" 3/4' INSUL. GLASS W/ INTEGRAL MUNTINS Y m DECK VARIESCORNER ^ ' s m o CLEAR RED L.E.D., TYP. - SEE : 1 G i o ET" 'IL W�I �- I % WINDOW h _: TIDING M cd SHEETS A5 & A6 FOR LOCATION A11 SCALE: 3'" = 1'- 0" A71 SCALE: 3" = 1'-0" HANGER PER LVL MFR. T/DOUBLE PLATER N VARIES 5/8" 5 1/2a 1/2" y ry a FIBERGLASS SHINGLES OVER PLATE DOUBLESLOPED P T/DOUBLE PLATE 5/8" OSB SHEATHING 30 LB. ROOFING FELT ( ) 15'-9 1/2" HORIZONTAL LAP SIDING 99'm�iw�w VAPOR BARRIER -SEE SPECS P 5 0 CEMENTITIOUS ROOF 5 1 2" 6" BATT INSUL. (R-19) ' =H 36€8K'= 6„ / DECK PANELS 15 Ib. BLDG. FELT 3aj.-_6§22A 2 1/2" 2x6 STUD WALL ® 16"o.c. 'd'w zp�mo'-,V lI' LVL 3 1/2" x 11 7/8" 3 1x6 TRIM z0Wyx,apwo€U w000 1/2" GYP. BD. W1 Ao m,�.QF, Roa OUTRIGGER - SEE ROOF ( TRIM BELOW w"vww mmmm-, F FRAMING PLAN I BACKER ROD <� om �a�,m o�go 1 & SEALANT \ SHIM SPACE --- -- -----� -- \ T/ROOF DECK BAFFLE FRAMING 3ms36m�o°�<°mm A9 ��- - I��B=�ow zmmmmro j VARIES SEE DET. 2/A13 1x4 TRIM zmm � .B%gwimpo CLEAR RED L.E.D., i 1 1x TRIMO c�sow �� zmo TYP. SEE SHEETS I <W "�S�m<�mo 1 wPa�tiY,i<99;;9g��o- cz A5 & A6 FOR I ' i o �a $`m �F"Wi iY cia=ooi�F LOCATIONS i i I ' 1x TRIM T/DOUBLE PLATE VINYL WINDOW UNIT 8wo BRICK MLD. TRIM n i VARIES N/TEGRALUMUNTNS GLASS W/ � 0 1 -------------- — OW (n 9" 1'-3" CLG. HGT.COPLVL BEAM SEE ROOF -_-- -STATIONARY Q J 12'-0" 5 1 " FRAMING PLAN FILE11'-4' VINYL WINDOW C1 {ir HANGER PER LVL MFR. 8 I has SIDING w 2x6 FIRESTOP SCALE: 3" HORIZONTAL LAP SIDING L to DOUBLE 2x6 TOP U Z 30 LB. BLDG. FELT PLATE (SLOPED) _® Q 5/8" OSB SHEATHING 1/2" GYPSUM BOARD W1 a Li v THESE PLANS AND ALL ROPOSED WORK 7 METAL FRAMING CLIP AND SUBJECT TO AN CORRECTIONS (SEE STRUCTURAL DWGS) tx6 WOOD TRIM STEEL COLUMN IN WALL REQUIRED BY FIELD If�SPECTORS THAT J SEE STRUCTURAL DWGS MAY BE NECESSAR IN ORDER TO BRG. HGT. > COMPLY WITH ALL APF LICABLE CODES. Q o Q, c 00 f i B/FRAMING Iw 0 7 i J 7'-5 1/2' VAPOR BARRIER - SEE SPECS. J ri uj A11 -- I CD 7 a 6" GATT INSULATION (R-19) I§ 5/8" OSB SHEATHING (5 8" FULL HGT. = SHEAR PANEL MIN. WERE SHOWN ON 2x6 STUDS 016"o.c. STATIONARY VINYL WINDOW STRUCTURAL DWG. - SE DET. 16/S6) $ 3 VAPOR BARRIER - SEE SPECS. I A11 A9 0 1/2" GYP. BD. GYPSUM BOARD Wt HORIZONTAL LAP SIDING - 6 30 L8. BLDG. FELT ws FRPAg yyg BRICK ROWLOCK BRICK ROWLOCK 1 (2) 2x6 PLATE A14 I I` 1x4 WOOD TRIM -RABBET 4'-0" HIGH MOISTURE Revision. BRICK VENEER f \ TO COVER WALLPAPER RESISTANT GYP. BD. W WALL TIES ix4 WOOD TRIM - RABBET AIR SPACE < 2x6 STUDS 0 0 CAN WASH WALLS / TO COVER WALLPAPER 16"o.c. THRU ADDENDUM "A" 1 a 30 LB. BLDG. FELT i " i 1 5 BRICK VENEER 3'-1 ^ _ _ -- -- PARAPET JAMB 1 20 06 2x6 STUDS 0 16 o.c. \ ALIGN W/ WINDOW TRIM ROOF MEMBRANE BEYOND / / VAPOR BARRIER -SEE SPECS. BRICK WALL TIES \\ SEALANT CONC. CURB 7 5/8" OSB SHEATHING \ ALL AROUND METAL EDGE - TIE INTO - -- cn A x6 P A 6" 1/2 O iv o TREATED 2x6 PLATE 6" 5 1/2" 2x6 TREATED QUARRY TILE ROOFING SYSTEM w 1/2" GYPSUM BOARD Wi PLATE -- �ir WEEP HOLES 0 24"o.c. n o WEEP HOLES 0 24" o.c. 1/2" DIA. ANCHOR SLOPE ALL 4, :SIDES A11 STEP FLASHING -TIE LO 6" BATT INSULATION (R-19) I " I GONG. CURB INTO SHINGLES �' J FLASHING BOLTS ®48 o.c. N TO CENTER „ N a FLASHING 1/2 0 ANCHOR BOLTS 0 48"o.c. 0� A, - , N o n APPROX. FINISHED GRAD FIBERGLASS------- APPROX. FINISHED GRADE g1 Ft w SLOPE AWAY FROM BLDG 81 Ft ° - SHINGLES 5/8" PLYWOOD SLOPE AWAY FROM BLDG. I a FOR POSITIVE DRAINAGE N FOR POSITIVE DRAINAGE ACODE COMMENTS 2/26/09 :y TJ1 ROOF JOIST a Z .• a. 'i �� T/SLAB Nco a l` it r f �� ..._. A I . " N �I 2x6 PLATES ( PROJECT DATE 7 / / CG�'< e H / ' y, e e ' / - 04/02/08 /\ \ W \/\�/ d �\ \ WATERPROOF MEMBRANE — — 4" F.D. WITH SED. CEMENTITIOUS DRAWN BY w /° \\\ U) " (LATICRETE 9235 SYSTEM) BUCKET (SEE PLUMB. PLAN) ROOF DECK LMHT N � VAPOR BARRIER �' � VAPOR BARRIER TURN UP 48 ONTO WALL GRANULAR BASE --- 6" GRANULAR BASE 4" DRAIN CHECKED BY 6" CONCRE-TE FOOTING/SLAB CONCRETE FOOTING/SLAB (SEE STRUCTURAL DWGS.) (SEE STRUCTURAL DWGS.) GIRL 2 SIDE - L ICK s WINDOW 3 SSIDE C L WMIC I I G 6 C WASH Sheet No. p SCALE: 1" _ _0„ A11 SCALE:3/4' - 1 0 A11 SCALE: 1'-0" Cl11 10 OF ACCESS OPENING IL All A SCALE 3" = V-0" \\Lm100\draw\2005\05125\A11AAr7.dwg Mar 3, 2009-3:02pm m, ,- 12 SNAP SEAM METAL ROOF 2x6 OUTRIGGER FLASHING TO ALUMINUM DOOR W/ 1/4' TEMPERED GLASS Project No. 05125.00 16.5 12 MATCH STOREFRONT ALUMINUM STOREFRONT q 5/8' PLYWOOD ROOF DECKING Al2 SIM' VARIES F TREATED 2X4 (2) JACK STUDS UNDER HEADER ROOFING VARIES BACKER ROD (2) FULL HT. SIDE STUDS & SEALANT 6" 4 /2" 1" -81/2" CONT. SEALANT 6" BAIT INSUL (R-19) I METAL EDGE FLASHING SHIM SPACE UNFACED OR FOIL FACED 1 �7 RIDGE VENT BEYOND O GUTTER STRAP ® 7 VERTI L VINYL SIDING 12 — SNAP SEAM METAL ROOF 15 2'-0" o.c. A8 TO MEET CODE 5 8" OSB 3 30 LB. ROOFING FELT N ROOF TRUSS - SEE STRUCT. DWGS. FLASHING I 5/8" PLYWOOD ` 11-011 11 1 1/2 METAL GUTTER o ; M METAL EDGE FLASHING SEE DET. 2/A9 tiQ i CLEAR RED LE.D., TYP. 2x10 RAFTERS ®24" o.c. " SEE SHEET A5 & A6 FOR �f T LOCATIONS - ^ 00*1 2x8 FASCIA BD.� W/ VENTINGVINYL T 12 r `- 2'-6" OR 1'-0" 2x8 FASCIA BD. 2O - - - 2x6 OUTRIGGER 0 24"o.c. BACKE ROD & SEALANT ENTRY ROOF-� s DETAIL 5 2x6 WOOD BLOCKING 4 E � A9 SCALE: 3" = l'-O" tx4 WOOD TRIM Al2 Al2 SCALE: 1 1/2" 1'-0" t HP TRUSS BRG 9--a 2x10 RAFTER ®24" D.C. 2x6 WOOD BLOCKING v 5/8" GYP. BD. 0 W-8" C4 (� q z o METAL EDGE FLASHING 10 FI m E° BLKG AS REO'D---------- --------- LVL HEADER CLEAR RED L.E.D., TYP. - S5 s 5 T/BEAM SEE `SHEET A5 & A6 FOR 0 p' 1/2" GYP. BD. 8'-10 1/2� LOCATIONS j1) r 2x6 ® 16" O.C. ( S^ d VERTICAL VINYL SIDING 12 i VINYL SOFFIT W/VENTING 12 2x8 WOOD FASCIAO2 '3m b0 � ROUGH OPENING M FLASHING 1x8 WRAP ALL SIDES 2x6 OUTRIGGERS AT 24" O.C. VERT. SIDING 12D be T-2 3/4" 2x4 OUTRIGGER w " 2x2 TR 11 - 6x6 COL. O BACKUPS ® o 'Or 5/8" OSB Q7 _ VINYL SOFFIT W/ VENTING 12 24" D.C.11f5/8" OSB SHEATHING Q 1 1m a T x12 WOOD TRIM 11 FLA HI G RIDGE VENT o 0 SEALANT Q N a HEAD RECEPTOR 1 1 w ALUM & GLASS Al2 SCALE: 3/4" = 1'-0" w FIBERGLASS SHINGLES I5ROSg a gWiQm STOREFRONT DOORFRAME ON 30# FELT 62,gz2wo, 33io ppO205 w�0,]p S1'F j2on i,. ? O < V y36*0W6W �i W ��OUgO�L" 5/8" COX PLYWOOD €moo RIDGE VENT BY MTL. ROOF MFR. z WOOD USSE AT 24" O.C. ROOF DECK 0, W a a $C'i GABLE D TRUSS (SEE R OF FR MING PLAN) ZM- m"6o, VERTICAL SIDING 12 VERTICAL SIDING 12 sffi M wwc '90-153 2" CLR AIR SPACE obi =iNwHnz<uz<m1� lx6 CORNER TRIM 11 CORNER TRIM 11 _ �mmagEtGyWg 5 1/2" TT Nx as �"ow zoo c�€o 2x RI GE BM VERTICAL SIDING 12 ( ) y1i�Z€3<wmm INSULA N R-19 STEP FLASHINGc)py >yo z STEP FLASHING <8 0 �= W 2x8 RAFTERS AT 24" z < > 3 1 2" CUR i/2" OSB SHEATHING 5 1/2 GATT SULATION (R-19) ( ) �. z��z ,� ^ \ O.C. SEE STRUCTURAL W�Is owaoWamo " (Ty a FIBERGLASSLEITRUSS TYPE TRUSS TYPE 1 lama � b. oz� 6" BATTINSUL (R-19) UNFACED OR S/8 PLYWOOD SHINGLES 0 MAI T2 & T3 DUCTWORK - SEE FOIL FACED TO MEET CODE 1 �� ROOF BEYOND 6 VERTICAL 1 1/2" MECH. DWGS, o0 12 SIDING 12 '-1 1/2" TRUSSES ® 2'-)" o.c. 1'-11" 2'-1" ?RUSSES ® -0 o.c. 2x8 ®2'-0" O.C. WOOD TRUSSES (SEE STRUCTURAL) l 3" w o� „ , SNAP SEAM METAL ROOF � FLASHING '-11 8 -1 n 1/1 1� 30 LB ROOF FELT 12 PF R W OUTAL IDING SEE DETPE� TRIM2- 2x6 LEDGER -SEE 8 Q METAL FRAMING CUP (SEE STRUCTURAL) 2x2 SLOPED . 1 A5 FIBERGLASS STRAPP NG 2) 2x8 HEADER 1x6 CEILING 2x6 CONT. BLKG. T. 19/S5 fr w FIBERGLASS SHINGLES OVER 30 #FELT 8 P / ®2 -0D.C.(VERY) GRID -SEE p p u 1 CORNER TRIM ALL X4 ®24" o.c. +1 1x4 SLOPED TRIM - NAILS PS To TR SS REFLECTED J " 2x6 RAFTER TAILS SCAB �, v (4) SIDES CSUNG PLAN CEMENTITIOUS ROOF LL 5/8 COX PLYWOOD ROOF DECKING C 2O SEE DET. 1/A5 2 ONTO SIDE OF 2x10 � I i DECK PANEL LLI O M S FFl W/ VEN NG 12 METAL FRAMING CUP 0 EXTENSION USS P CHORD TRUSS BRG. BEYOND �� SEE STRUCT. DWGS. U O 90 R CA SI ING 12 TRUSS BEARING J H ( ) CONY: CUT 2X � 4 9'-8" 4 OPP. 2 9'-8" WOOD BLOCKING O HAND Al2 —2x6 ® 16" O.C. CONT PLATES (T&B)- B CLG. GRID V) Al2 T BRG. q EAM O 2 8 / 2 6 TOP BO : 5/8" SMOOTH 2X6 STUDS ® 24" o.c. 9'-2 1/2" AFF J 9'-8° Al2 T E r FINISH PLYWOOD 17 rc CONY. 2x6 J 1 LA HIN C4 ® 9'-8" O Q i 5/8" GYP. BD. C4 8' 1 / " IL 1/4" x 1 1/2" HEADER VARIES: B HEADER tx6 CEILING GRID -SEE z / 2x8 2 x2 TRI 1 LATTICE TRIM O 2 2x4 W T LVL BEAM REFLECTED CEILING PLAN Z 2 6" DOUBLE 2x6 PLATES FASCIA BD. 2 O / 9 -0 3 4 8'-10" A.F.F. Q O pt VERTICAL SIDIN W OUTSID 2x6 T& OR ix4 WOOD TRIM LVL - SEE ST UCT.) B CLG. GRID LVL ROOF BEAM BEYOND - = a, C T ROWLOCK 0" 5 1 /2' CORNER TRIM A L (4) SID 2 9'-0 (N.T.S.) 5 1 2 -0" W/ 2x6 T&B 9-1 7 8 - - - SEE DET. 19/S5 L U a /` BOT/FRAMING W p11 i 7'-6" ��1x (CUT T Fl DOOR HEADER) WOOD TRIM '11 7'-5 1/2" BOTT. LVL BEAM 1/2 GYPSUM BOARD J J � 7 -4 AFF ALL AROUND BAFFLE VINYL SOFFIT/VENT LVL BEAM 3 I 2 1/2" COVER W13 ® _ �0 E GE A ENTRY ROOF - FASCIA BD. BEYOND 4 (SEE STRUCTURAL) O METAL FRAMING CUP 0 \ E D FULL OVERHANG CORNER BEAD I i 1'-8" 2x4 FRAMING AT (SEE STRUCT. DWGS.) �0 \ ( R DET. 2/A �0 WITHIN DRIP EDGE BEYOND A9 (TAP) ; ; - 16" O.C. (TYPICAL) " i1 0 PORTICO BE TS 3 1/2x3 1/2 5/8 OSB SHEATHING �0 GUTTER &STRAP BEYOND IN WALL BEYOND I I t U1)1 (5/8" FULL HGT. SHEAR Q7 6" BATT / \ 5 3 II tl \ J PANEL MIN. WHERE SHOWN �� i \ A9 A9 z ORDER #1 ON STRUCTURAL DWG. INSULATION (R-19) w 102A Q a. SEE DET. 16/S6) 2x6 STUDS ® 16"o.c. 101A 0 FACE OF STUD WALL BEYOND VAPOR BARRIER 0 0 HORIZ. LAP SIDING SEE SPECS. i 1/2" GYPSUM BOARD Wi BRICK VENEER 1 N HOR¢. a 1o1e THESE PLANS AND ALL ROP ED WORK ENTRY �0 LAP SIDING 6 1 O AND SUBJECT TO AN 'CORRECTIONS 101 I f A9 REQUIRED BY FIELD I SPEC ORS THAT 30 LB. BLDG. FELT 4 1x4 WOOD TRIM RABBET �0 MAY BE NECESSAR IN O DER TO � BRICK ROWLOCK 1 TO COVER WALLPAPER � � BRICK ROWLOCK SILL COMPLY WITH ALL AP LICAB E CODES. � � Revisions T/ROWLOCK 6 0 \ CONY. FABRIC FLASHING THRU ADDENDUM "A" EL. 2'-7 1/2" ALIGN W/ Al2 5/8" OSB 1 1/20/06 474411 "11 Ili 11 11 111 11 WINDOW TRIM I I AIR SPACE 0� BRICK VENEER — e TREATED 2x6 PLATE 6' 5 1/2" 0 \ / / ��0� SMASONRY EE SPECS ALL TIES - " °O WEEP HOLES ® 24" o.c. 6 81 FLASHING ul 1/2" DIA. ANCHOR 0� FLASHING I a CITY COMMENTS 1/5/09 BOLTS ® 48" o.c. 0�0� c� APPROX. FINISHED GRADE / ��0� WEEP HOLES 0 24" o.c. w I I TOP OF SLAB SLOPE AWAY FROM BLDG. B1 F1 F5 FOR POSITIVE DRAINAGE T/SLAB SEE SITE PLAN ' T/SLAB A. D .e a :.. •. a Q7 CODE COMMENTS 2/26/09 o EL. 0'-0" d d n d e e p' d .. d, SIDEWALK 0 a� a o a p o�°° o o 0 0�° a °o 0 0° °o n o PROJECT DATE c.\\� \ \\\� DRAWN BY LRIER. /\//j\/\\ KEW GRANUL NBASE — _ ` 4" CONCRETE SLAB (SEE STRUCT.) q N CHECKED BY 6. CONC. FTG. &SLAB _ L. NY V PO B R ER CONCRETE FOOTING/SLAB SEE STRUCT. DWGS GIRL(SEE STRUCTURAL , 2 E WALL SEc-nONGS.) 3 Sheet No. PORTICO WALL .1r� /� 5SECTION e 1 ^/ Al2 SCALE: = 1'-0" Al2 SCALE: 3/4" = l'--0"�. Al2 SCALE: 3/4' - 1'-0" ®_ A 1 L \\Lm100\draw\2005\05125\Al2AAr7.dwg Mar 3, 2009-3:Olpni Project No.05125.00 N MTL COPING 5 6'.. MTL COPING 3" 2 1/2"3" 2 1/2" A106 B R 3 1X6 TRIM O A10 10'-3" CANTILEVER 1 X6 TRIM.O � 1 T/PARAPET T PARAPET 19'-pA� Q FIBERGLASS SHINGLES OVER 3" 2 1/2" ] yu 19 _p 1 X 6 WOOD TRIM 11 3 5/8" 10'-3" CANTILEVER 30 LB. BLDG. FELT 5/$" OSB SHEATHING O 15 LB BLDG FELT s 1 X 6 WOOD TRIM 11 NON-COMBUSTIBLE 15 LB BLDG FELT 15 LB BLDG FELT HARDIPLANK" FIBER FIBERGLASS SHINGLES METAL E GE FLASHING T DECK REINFORCED FIBERGLASS SHINGLES ON 30# BLDG. FELT VARIES MTL EDGE FLASHING 5/8" OSB SHEATHING MENT D. 4_ OVER 30 LB. BLDG. FELT I 1x6 TRI 11 HORIZ. LAP SIDING O4 5/8" OSB SHEATHING , CEMENTITIOUS ROOF 1 X 6 WOOD TRIM 11 ] cc DECK PANEL NON-COMBUSTIBLE 12 T LVL ix4 TRIM "HARDIPLANK" FIBER / REINFORCED EXTEND FLASHING UP 8" BEHIND 12 R1 � P0t10" STEP FLASHING EXTIEND ENT FLASHOING UP SIDING & 12" MIN. � r CEMENTITIOUS ROOF R1I \_ DECK PANEL — CEMENTITIOUS ROOF DECK 2x12 CONIT. FIBERGLASS SHINGLES OVER 8" BEHIND BEYOND CANT STRIP CEMENTITIOUS ROOF NON-COMBUSTIBLE 30 LB ROOFING FELT----,,i SIDING & 12" MIN. DECK PANEL 1 LVL BRG "HARDIPLANK" FIBER TOP DECK BEYOND CANT STRIP 3" PERLITE CANT STRIP DBL. 2x6 19'-9 i 4" IRV TOP PLATE REINFORCED VARIES 3" PERLITE CANT STRIP CONY. CUT 2x2 CEMENT BD.O4 PUILT UP OR SINGLE LY R 0FING MEMBRANE BUILT-UP OR SINGLE ] LVL BRG. NON-COMBUSTIBLE OL 15 LB BLDG FELT T/TJIPLY ROOFING MEMBRANE 5/8" OSB SHEAR WALL �� ^^ 16'-0 1/2" 16'-0 1 2" "HARDIP NK" FIBER SEE STRUCT DWGS. T TJI ^ p / REINFORCED 5/8" OSB JI I VARIES v U _... CEMENT BD. 4 SHEATHING 2X6 SLOPED LEDGER ARIESOL 2x6 STUDS LVL(CANTILEVERED)SEE STRUCT. DWGS. TOP/STL. BM. LVL C NNE -SCE C� 24" O.C. Fd m 15 LB BLDG FELT 15'-9 1/2- 15 BUI DIN FE T E . STRUCT. DWGS. 6" BATT INSUL. IL FACED F x "2x6 STUDS AT 24" O.C. 5/8" CD PLYWOOD SHEATHING EXTEND FLASHING UP UNPAGED OR FOIL FACED 00 �w LVL BM. SEE (2) 2x8 CONY. TOP - 8" BEHIND 6" GATT INSUL (R-19) HORIZ. LAP SIDING 4O TO MEET CODE o STRUCT. DWGS. BOLT TO STL. BM. SIDING & 12" MIN. UNPAGED OR FOIL FACED SEE � STRUCT. DWGS. BEYOND CANT STRIP TO MEET CODE 5/8" PLYWOOD ROOF DECK Oj CONY ((2) 2X6 BOLTED TO r CEILING GRID SUPPORT - EE 5/8" PLYWOOD ROOF DECK STL. BM. SEE STRUCT. DWGS. 3" PERLITE CANT STRIP i 3 ^ SHT. SP4, SECTION 09510, EXTEND LASHING UP 8" MIN. ON BUILT-UP ROOF DECK 1 x4 TRIM a o ITEM 3, FOR INSTALLATION 2x CO CONT. DOUBLE 2x6 PLATE BEHIND PLYWOOD SIDING & 14 TJI m ao 12" MIN BEYOND CANT STRIP STEP FLASHING SEE STRUCT. DWGS. CONY. CEILING ANGLE I TL JI HANGER I BUILT-UP OR SINGLE -PLY ( 14 TJI J1 -SEE STRUCT. DWGS. 3" PERLITE CANT STRIP AT ROOFING MATERIAL b" SEE STRUCT. DWGS. CEMENTITIOUS ROOF DECK p o 1/2" GYPSUM BOARD 0 v� 1/2- GYPSUM WALLBOARD W/ BUILT-UP ROOF ONLY OL T STL FIBERGLASS SHINGLES OVER 2X6 SLOPED LEDGER v z T/TJI 2X6 SLOPED LEDGER SEE STRUCT. DWGS. VINYL WALLCOVERING EEL BEAM SEE 30 LB ROOFING. FELT „ W13 UILT-UP OR SINGLE -PLY 15'-9 1/2" - STRUCT. DWGS. ROOFING N ATERIAL VARIE Wt TOP DECK 6" BATT INSUL (R-19)� m e 2x6 STUDS O 16" o.c. OR v o 0 4" MTL. RUNNER CONT. - b 8 PLYWOOD ROOF DECK STL BM - SEE VARIES UNPAGED OR FOIL FACED d „s / " CUT 2x8 FOR ACTUAL 6"m H a BOLT TO STL. BM. STRUCT. DWGS. ( TO MEET CODE 8" MTL. STUDS O 24" o.c. 1/2" OSB SHEAR WALL STUDS -SEE PLAN) T TJI 6" BATi I ISUL. (R-19) SEE STRUCT DWGS. 2x6 STUDS O 16" o.o A-+ 8" MTL. STUD BRACE EL. VARIES UNPAGED R TOIL FACED t2X 4'-0" O.C. 1 TO MEET ODE >< I .P8-W65�F¢= F m a ��WmknK 2X6 SLOPED LEDGER 2x6FIRE STOPmKox-oF �€ �kn� SEE STRUCT. DWGS.CIE0?13<�im si�wb+ BOTT. FRAME 11G-4" I 5/8" PLYWOOD 2x6 FIRE STOP CLG 6 RgxxjK! a�6108 / ROOF DECKING o0 8zTt5 b=� 11'-O" Cl WEB STIFF. P 1 16 TJI Wl C2 I �a�Y�rmM o�€of5 mrc PER TJI MFR. 6" BATT INSUL R-19 SEE STRUCT. DWGS. CLG Wa Q-{ mozyo Fix ( ) 1/2" GYP. BD. Wl 8 -0 m Z 3. wn s o W73 p 0 11 UNFACED OR FOIL FACED I I / 0---' P�IX fb= o� g TJI BLOCKING BETWEEN TO MEET CODE 2X6 SLOPED LEDGER WS C2 <o ow<,O< A13 JOISTS PER MFR.'S SEE STRUCT. DWGS. � a m NOTE: SPECIFICATIONS COP" w3Wi €o o� muXx 'D 2x6 FIRE STOP �4 �iabIfa oa G.C. SHALL HAVE THE BLKG. ATTACHED TO STL. BM. 1/2" GYP. BD. Q3 wiaooEm 2x6 STUDS O i6" O.C. ao=F 32�j-m SEE STRUCT. DWGS. 1 2" OSB SHEAR WALL mH=� �FWW <87-,_m o<mo LE / 1 /2" GYP. BD. < >,- o z 3 5 8 4 3 8" OPTION TO CONSTRUCT 1- z / / THIS BAFFLE OUT OF 16" TJI —SEE STRUCT. DWGS. SEE STRUCT DWGS.— I W8 mm=o = w 2x8 FRAMING- TO BE CLG. <9<�"�am COL. APPROVED BY OWNER �� 11'-4" �a�a�ino25�?o°6i� 1 _. - - PIT 5 SI Ai 3 SCALE: 3/4"FLAT- G" OOF I 9a FLAP ROOF I FRAMING o0 Al � SCALE: 3/4" = 1`-0" A13 SCALE: 3/4" = 1'-0° Al � SCALE: 3/4" - V-0" - - -- - THESE PLANS AND AL PROPC`"'" '•`n_n°, Al 3 SCALE: 3/4" = 1'-0' � o� REQUIRED BY FIELD INSPECTt r PARAPET MAY BE NECESSARY IN ORDER TO 19—o 6 IE COMPLY WITH ALL APPLICABLE CODI SEE DETAIL B/A13 FOR NOTES A10 O O 1X6 TRIM 11 Q EXTEND FLASHING UP B" BEHIND SIDING & 12" MIN. Ld SEE DET 8/A13 FOR NOTES A11 T/PARAPET 0 BEYOND CANT STRIP METAL COPING 5 SEE DET. 7/A10 FOR NOTES ON �S 19 -0" PARAPET BRACE& CRICKETS & -� ix6 WOOD TRIM 11 SHT. PME1 FOR LOCATION V) 1 x6 WOOD TRIM 11 3" PERLITE CANT STRIP O O HORIZ. LAP SIDING 4,% 5/8" OSB SHEATHING O BUILT-UP ROOF ONLY L � U 2x6 STUDS O 16" O.C. � 1 LB BLDG F L BUILT-UP OR SINGLE -PLY 0 2 L) A ROOF MEMBRANE Z HORIZ. 3 5/8" i 10'-3" CANTILEVER " 5 1/2" NON-COMBUSTIBLE T JI SI NG T O CEMENTITIOUS ROOF FIBERGLASS SHINGLES OVER "HARDIPLANK" FIBER VARIES 5/8" OSB �p� p 3 DECK PANEL 30 LB ROOFING FELT REINFORCED SHEATHING lJ U p 12 CEMENT BD. 4O 1x4 TRIM 5/8" PLYWOOD ] fv�1J� 0 i ROOF DECK J p R1 T DECK EXTEND FLASHING UP 8" BEHIND STEP FLASHING 6" BATT INSUL (R-19) ix4 TRIM MTL EDGE FLASHING - SIDING & 12" MIN. UNFACED OR FOIL FACE STEP FLASHING a VARIES FIBERGLASS SHINGLES OVER TO MEET CODE LVL- SEE ROOF —CONY. CUT 2x2 BEYOND CANT STRIP 30 LB ROOFING FELT FIBERGLASS SHINGLES OVER FRAMING PLAN 1 X 6 WOOD TRIM it [t^r] 3" PERLITE CEMENTITIOUS ROOF DECK 14 TJI 30 LB ROOFING FELT OL LVL BRG. CEILING GRID SUPPORT- r�(`''',J) CANT STRIP SEE STRUCT. DWGS. T/DECK CEMENTITIOUS ROOF DECK SEE SHT. SP4, SECTION CEMENTITIOUS ROOF O BUILT-UP i6'-0 1/2" 09510,ITEM 3, FOR NON-COMBUSTIBLE DECK PANEL ROOF ONLY EL VARIES 2X6 SLOPED LEDGER T DECK J11110 "HARDIPLANK" FIBER EL VARIES OL T/S L. BEAM INSTALLATION BUILT-UP OR ONTOSIDEOF SEE STRUCT. DWGS. REINFORCED 15-9 1/2" NV CEMENT BD. 4 2x6 FIRE STOP 2) 2x8 CONY. TOP - DBL. 2x6 SINGLE -PLY ROOF VERTICAL STUD WALL / TOP PLATE MEMBRANE SEE STRUCT. DWGS. "' OLT TO STL. BM. 15 LB BLDG FELT 5/8" PLYWOOD (3) 1 3/4"x11 1/4" LVL HEADER 4 SEE STRUCT. DWGS. 2x6 PLATE ROOF DECK W/ 2x6 TOP &BOTTOM 5/8" OSB T JI T/PLATE ; SLOPED 2x4 LEDGER V SHEATHING NAIL ONTO SIDE OF VERY. ] VARIES VARIES EXTEND FLASHING UP 8" BEHIND 2x6 STUDS B 6--HEADER ` 1/2" GYPSUM WALLBOARD W/ SIDING & 12" MIN. O 24" O.C. f STUD WALL/ HEADER` VINYL WALLCOVERING I STEEL BEAM SEE STRUCT. BEYOND CANT STRIP 6" BATT INSUL (R-19) CLG. W13 DWGS. UNPAGED OR FOIL FACE 3" PERLITE TO MEET CODE 8Jill -0" 4" MTL. RUNNER CONT. - CANT STRIP C2 Revisions BOLT TO STL BM. _ 5/8" OSB SHEAR WALL 1 ® „ O BUILT-UP FLAT ROOF SIDE FRAMING SEE STRUCT DWGS. THRU ADDENDUM"A" DOUBLE 2x4 CONT.14 ROOF ONLY SEE STRUCT. DWGS. Ai3 SCALE: 3/4" = 1'-O" �1/20/06 8" MTL. STUDS ®24" o.c• 2x4. BLKG BETWEEN RIBS BUILT-UP OR SINGLE -PLY ROOF 8" MTL. STUD BRACE RIBBED ROOF MEMBRANE 2X6 SLOPED LEDGER &° O 4'-0" O.C. 2x6 TREATED PLATE SEE STRUCT. DWGS. COL. -` CLG. .......... z 5/8" PLYWOOD 8, 6„ z ROOF DECK CLG. z T/ OOLER T/TJI \ CEILING CEILING VARIES ! 11'-4" 11'_4" "T" BAR WALL ANGLE Ct C1 1/2" GYP. BD. CEILING TILE BOTT. FRAME 11'-4" 1/ N 8' 2 3 4" ----- 11'-0" C1 iv 6" GATT INSUL (R-19) 2X6 FIRE STOP UNFACED OR FOIL FACED 8" MTL. STUDS W13 Q. Q 11 1x TRIM W/ TO MEET CODE ® 24" o.c. CODE COMMENTS 2/26/09 A13 GREY FRP - INSUL. R-19) UNFACED CLG. FINISH WHERE EXPOSED 16 TJI 11'-4" PROJECT DATE SEE STRUCT. DWGS. NOTE: CLIP ®EA. STUD 04/02/08 DOUBLE TJI CNTR " 3 5/8' 4 3/8G.C. SHALL HAVE THE ON COL SEE CC�� DRAWN BY OPTION TO CONSTRUCT STRUCT. dWGS. O O LMHT CQL THIS BAFFLE OUT OF BOTT./FRAME 2x8 FRAMING- TO BE W8 1/2" GYP. BD. APPROVED BY OWNER 11'-0" CLG. 2x6 STUDS O 16" P.C. 1/2" GYPSUM BOARD 3 5/6" 4 3/8" 8" MTL. RUNNER CHECKED BY 1/2" GYPSUM BOARD - --.-- 1/2" OSB SHEAR WALL EAH SEE STRUCT DWGS. NOTE: A p - - 9 �i. G.C. SHALL HAVE THE Sheet No. 2 L T 4 FINISH 6 " H FL _ I � FRAMING 1 1 SQF1 IT �EILING OPTION BAFFLE CONSTRUCT "LAT ROOF c THIS BAFFLE OUT OF B - �-A 2x8 FRAMING- TO BE Ala �' Al3 SCALE 3/4" 1'--O" Al SCALE: 3/4" = V-0" _ A13 SCALE: 3/4" = V-0" Ala SCALE: 3" = 1'-O" APPROVED BY OWNER SCALE: 3/4" - 1'-0" \\Lm1G0\draw\2005\05125\A13AAr7.dwg Mar 3, 2009-3:00pm 110 RIDGE VENT Project No.05125.00 2x6 CROSS RAFTERS O 8 15 . 2x6 CONT. RIDGE BEAM OVER 30# ROOFING FELT OSB SHEATHING STANDING SEAM MTL ROOF g t 8 24"o.c. SEE DET. 8fA9 A9 � 15 B LDING FELT A14 MTL ROOF 2x4 RAFTERS 0 24"o.c. (M'AX) 5/8" CDX PLYWOOD ROOF DECK HORIZ. LAP SIDING 4 - DOUBLE 2x4 30# ROOF FELT TOP PLATE 2x6 WOOD - -_ 2"x2" TREATED BLKG FASCIA - 1/2" GYP. BD. 5/8" COX PLYWOOD FASTENED TO STUDS ROOF DECK 2x6 STUDS AT 16"o.c. FULL HEIGHT RAFTER BEARING VENTED DRIP FLASHING 16'-3 1/2" VINYL SOFFIT SLOPED DO BEE 12" COLLARS TIES AT 48"o.c. CLEAR RED LE.D. 2x6 PLATEHORIZ. 6" BATT INSULATION (R-19) LAPSIDING DOUBLE 14 TOP PLATE (CONT.) T/DBL PLA 14" PLASTIC SHUTTER HORIZ. LAP SIDING 4 23-4 3/4 FASTENED TOP & RAFTER BRG. BOTTOM 1000( 2x8 FASCIA BOARD 16 16'-3 1/2" 15 LB. BLDG. FELT BACKER D & SEALANT VINYL SOFFIT/VENT DOUBLE 2x6 PLATE 1J" 1 5/8" OSB SHEATHING (5/8 t-6N 5 /2 2x4 STUDS AT �Vo.c. (MAX.) 5 FULL HT. SHEAR PANEL WHERE A SHOWN ON STRUCT. PLANS HORIZ. LAP SIDING A14 (MIN.) SEE DET. 16/S6 15 LB. BLDG. FELTWI_- — -- � 5/8" OSB W� 5 DORMER HEAD 12 IRV7'-6" OR 2' 7 1/8" A14 SCALE: 3" = 1'-O" 6 SE M 1 FLASHING A NOTE: A74 ro 2x BLKG. 2x6 STUDS ®16"a:c. 14" LOUVERED PLASTIC SHUTTERS W/OPEN d " a LOUVERED SHUTTER CAPS - MODEL "LANDMARK" N v ROWLOCK SILL BRICK FLASHING AS MANF'D BY "AMCRAFY (OR EQUAL) A �N LVL BEAM `V FIBERGLASS 7 z m w : BRICK TIES SHINGLES OVER U ®' i SHIN301bROOFING FELT A14 2x6 AT EACH STUD SEE 4/A10 d E 0 SEE SPECS. HORIZ. LAP SIDING CEMENTITIOUS ROOF DECK PANEL 0 In LO CEMENTITIOUS 3/4" OSB- SEE DET. 9/A14 N I ROOF DECK 2x4 SILL PLATE BELOW 1/2"9:1 0) �z OSB SHEATHING - --- 0 i� N EDGE OF DORMER U) u o BRICK VENEER 1 CONT. 2x4 & 2x6 SOLE PLATE n p 2x4 STUD FRAMING n 0 AT 16"o.c. c h v CLOSE OPENING BETWEEN 5'-5 1/8" p a LVL & WALL W/OVERSIZED HORIZ. DIM. TO OUTSIDEiLE m LVL END CAP A" p Fa c pv 2x6 STUD AT 16"o.c. FACE OF STUD WALL ,1 5IDORMER FRAMINGA ms 9 LVL 3 1 2 x 11 7 8 �!1 Gti4 F� d 0 ., r a 0 _ BEAM -SEE ROOF �pQ Rp Al LI. EO � SCAI_L. S/4 - 1 -0 FRAMING PLAN in 1 I I 3 C EN Mw,�g��€_� 1x4 CORNERx owe P-8 P= 6 TRIM 2 �a '<��o�a�"Wa A' q SCALE: 3" = 1'-O" A"I q SCALE: 3/4" = 1'-O" " O RIDGE VENT (5� �rc� e 1/2 OSB SHEATHING o�� <L'r8iwowa,�o _ — 2x6 RIDGE BEAM o o 7 "9zMsffir �a A14 HORIZ. LAP SIDINGO 2x4 RAFTERS zo o 14063 6 24"o.c. - - STANDING SEAM MTL ROOFS 18a5sugo q -g �/2" PLASTIC SHUTTER SEE OVER 30# ROOFING FELT EXT. ELEV. - FASTEN 12 2x4 COLLARS CIES 5 8 COX PLYWOOD gragzsrc<15�sw�w TO TOP & BOT BLKG 16 �g / " w� �o o� o� ® 48 o.c. B i�=powiro ��>o DOUBLE 2x4 TOP PLATE � gow Fa 82��B- w 6 MTL. EDGE FLASHING awtO Fwmmwool uNwo_' ---- ------- A SCALE: 1" = 1'--0" RAFTER BRG.wg ��". A14 2X6 WD. �a $akinO uo-oOZ4 NOTE: FASCIA 2 16'-31/2" XE 3�«a< < w 14" LOUVERED PLASTIC SHUTTERS W/OPEN i LOUVERED SHUTTER CAPS - MODEL "LANDMARK • 00 cd AS MANF'D BY "AMCRAF7' (OR EQUAL) VENTED VINYL SOFFIT 12 I AND SU PLANS AND ALL PROPOSED WORK o � THESE p _J EJECT TO ANY CORRECTIONS Q 2x4 BRACES REQUIRED BY FIELD INSPECTORS THATtr LLJ ® 32"o.c. MAY BE SSARY IN ORDER TO -J s 1/4' a'-611/2 51 a" COMPLYyyrH E 14" PLASTIC HORIZONTAL 4 ALL APPLICABLE CODES, 2- 1 4" /4" O W cn SHUTTER FASTENED � 2 LAP SIDING 4 TOP & BOTTOM 16 2x8 CONT. - Z O 1/2' OSB r J U 2x4, ® 16"o.c• SHEATHING w 2x6 CROSSTIE I 6� In 0 EACH STUD M H 2"x 2" TREATED BLOCK 2x4 SILL PLATES I "J" TRIM AND O Q FASTENED TO STUDS FLASHING 0 = LL - -- < c O al --- C T/ROOF DECK ® 3 4'-2 3/4' EL VARIES w UO 1/2" OSB HORIZ. LAP SIDING 0 cv 4 3 � M 1/2" OSB SHEATHING J TOP OF CEMENTITIOUS CEMENTITIOUS ROOF DECK PANEL ROOF DECK PANEL 10 A14 24 GA: LVL BEAM (SEE GALV. METAL EDGE OF DORMER 3/4" OSB UNDER DORMER GLUE FLASHING 11 _4• STRUCTURAL) EDGES &NAIL TO CEMENIITIWS ROOF DECK 0 12"o.c. AT EDGES ® 24"o.c. 5/8" OSB SHEATHING " 3/4"' OSB - STAGGERED IN FIELD W/ 10d NAILS. 30# BLDG FELT FIBERGLASS SHINGLES Ili 31 A (° 0 SEE DET. 9/A14 FIB FIB FELT EO 0 pF 0 DORMER SECTION BRICK VENEER r 30#NOTE: A14 SCALE: 3/4" = 1'-O" 14" LOUVERED PLASTIC SHUTTERS a: -.t 5'-5 1/8" W/OPEN LOUVERED SHUTTER CAPS - HORIZ. DIM. TO OUTSIDE MODEL "LANDMARKAS MANF'D BY FACE OF STUD WALL "AMCRAFT" (OR EQUAL) 7 DORMER Al 4 SCALE: 3" = 1'-O" 6" --2x6 STUD WALL Revisions SLOPED 3 1/2"x11 7/8" LVL ® 6'-0" O.C. 1/2' OSB SHEATHING CEMENTITIOUS ROOF DECK 6" BATT INSUL. THRU ADDENDUM "A" BACKER ROD & —� 1/20/06 20 STUD® 16"o.c. HORIZONTAL//� 12 SEALANT 1/2" OSB SHEATHING 2x6 CROSS TIES LAP SIDINGc4j 4.5t�pd ® 16o.c. v g• 1x8 WOOD TRIM 14 1/2" GYP. BOARD Ale SLOPED "J" TRIM O 1/2' OSB 2 6 `• HOLLOW METAL DOOR FLASHING N I I HOSIDRNG LAP I 24 GA. GALV. FLASHING 2 6 JAMB, TYP.) ORS PER (4" MIN. LAP) 0 0 0 0 0 I I 1x6 WD. TRIM I 0 - 0 i 0 r 0 0 \ 2 6 iv NOTE: USE 4" HEAD STEPPED FLASHING AA1 15 1/2" I I `M r� MEMBER ZCODE COMMENTS 2/26/09 Lu a_ -- �- N � CONT. 2x4 (TREATED) FIBERGLASS SHINGLES PROJECT DATE 1771711 Z3/16- 1 2%16" HORIZ. LVL 7 3/4" o OVER 30 LB FELT / -- -- --- w PROVIDE 2x6 BLKG. 24" 04/02/08 0: STEEL CONNECTOR PLATE BOTH N LONG 0 DR.131. EDGE OF ROOF I LVL BELOW ' o I SIDES W/ 1/2"0 THRU BOLTS. SEALANT o N T/BLKG. 0 64" A.F.F. DRAWN BY uj a — -- PAINT EXPOSED PLATE AND BOLTS TO LMHT 3/4" OSB SEE MATCH LVL DOOR 14 0 STUD WALL BELOW I DET. 9/A14 o CHECKED BY 1/2"0 x 4" LAG TTOP OF CEMENTITIOUS EAH -%v BOLTS ®16"o.c. ROOF ROOF DECK PANEL Sheet No. � I --- -- R DETAIL Q 1 CO „ _ :mDETAIL..a - 13 EXTERIOR H.M. FRAM A 14 1 o IN, A14 SCALE: 1 1/2" = 1'-0" A14 SCALE: ,S - 1-0 A14 SCALE:3/4 - 1 0 A14 SCALE: 3" = 1'-0" AT DOORS 113, 128A, 128B, 129 \\Lm100\draw\2005\05125\A14AAr7.dwg Mar 3, 2009-3:00pm 5 1�2" S-3 3/4" 5 1/2" 3" 1 3/4',2 3/ SLOPED. 2x6 PLATE 1/2" OSS W/THRU BOLTS 0 16"o.0. HORIZ. LAP SIDING 2x6 STUDS AT 16"o.c. 2x6 STUDS AT 0" 2x4 DIA. BRACE 0 16"o.c. (ALT. DIRECTIONS) STEP STEEL COL. BELOW FLASHING FIBERGLASS SHINGLES OVER 301b ROOFING FELT /--CEMENTITIOUS ROOF DECK T/ LVL VARIES 2O OBLE TOP / u, T/STL. BM. PLATE JJJ EL. VARIES SLOPED STL. BM. -SEE STRUCT. DWGS. SUSP. WOOD 1x6 0 2'x2' B/ CLG. GRID 9'-2 1/2" 1x4 TRIM — SIM. DOUBLE 2x10 TOP PLATE - 1x4 TRIM — 1/2" GYP. BD. TREATED 2x10 PLATE W/ 1/2" 0 EXP. BOLT ® 48' O.C. rer 4_ a a INT. W ALL CALE: 3/4" : 1 ` -0"" Al S 41 3" 2x OAK OR POPLAR BLKG '�—� 1x6 OAK RAILS w/ 1/4" 45' TOP EDGE THRU—BOLT RAILS TO STEEL PIPE (PLUG HOLES w/ OAK PLUGS) 1" NOMINAL 0 STEEL PIPE VERTICALS —� 3/4" 2x10 6 16" c.c. (2) 2x6 HEADER W/2x10 TOP & BOTT. T/ FRAMING 7'-5 1/2" A11 SIM. z w 0 2 c� 0 0 0 i � 9 SIM. 8" MTL. STUD 0 2 " o.c. 4" MTL. STUD BRACE BAFFLE WALL— 4'-0" o.c. /+ SUSP. FROM SUSPENDED CEILING STRUCTURE ABOVE A/� 3/16" EYE BOLTS 4 OL 4'-0" O.C. EA. ROW I CLGrk 1x6 0 2'-0" EA. WAY SUSPENDED CEILING G ID u I 8" MTL. RUNNER CONT. "AliBOTT FRAMING ------- 9.-2" BOT/ GRID 9'-2 1/2" SUSP. MENU BD.® FROM 3 5/B 4 3/8" 1x6 GRID W/EYE SCREWS 9 CL COL. BEYOND � MENU BD.® SUSPENDED , FROM 1x6 GRID BY CHAINS NOTE: G.C. SHALL HAVE THE OPTION TO CONSTRUCT THIS BAFFLE OUT OF BOTTMENU_BD. 2x8 FRAMING- TO BE APPROVED BY OWNER Re 3 SUS . WOU"D = 1'-0" CLG.I A15 SCALE: 1 1/2" 2 3 5/8" 10'-3" CAN11LEVI 12 R1F i ;� LVL- SEE ROOF CONT. FRAMING PLAN CUT 2x2 LVL BRG. I 16'-0 1/2" T/STL. BEAM 15'-9 1/2" _ 1/2" GYP. BD. W1 iv SEE 2/A13 FOR \ WALL FINISHES F 8" MTL. STUDS 0 24" c. < 4 M L7 8" DIA. HOLE SEE SHT. A3 FOR FLOOR FINISH ♦., ♦ A ♦ ♦ Y .4 ° ° e CONCRETE SLAB CORE DRILL HOLE - `o SEE DETAIL 11/A15 Ij !� '♦. �- 8 0 2 QUEUING LINE L A15 SCALE: 1 1/2" = 1'-0" G.C. SHALL CORE DRILL FOR QUEUING RAIL POSTS & TEMPORARILY CAP HOLES PRIOR TO INSTALLATION C PET. CUT "X" IN CARPET & SET POSTS. Z: \2005\05125\A15AAr4.dwg Jan 9, 2009-10:13am G.C. SHALL HAVE THE CONT. 2X4 LEDGER OPTION TO CONSTRUCT THIS BAFFLE OUT OF 2x8 FRAMING— TO BE APPROVED BY OWNER 1/2" GYP. BD. 1x4 TRIM DOUBLE 2X4 FACE OF FREEZER/COOLER COOLER DOOR 1" EDGE OF RAMPED F/C FLOOR RAMPED F/C I, -0. FLOOR THRESHOLD PLATE INSTALLED BY G.C. SET IN BEE OF SEALANT TRENCH DRAIN SEE PLUMB. DWGS THICKSET TILE TRANSITION FROM TRENCH DRAIN TO EDGE OF F/C RAMP. THIN SET TILE SLOPE a e.° d°, a l — a. °4 . °. ____— —1 .Q a '. ' 4" MIN. / 4 4" GONG. SLAB , , z LINE OF SLAB FOR THICKSET ° ",!* Ie TILE IN BUTCHER SHOP — SET I 1 DRAIN LOWER FOR ENTIRE FLOOR TO SLOPE TO DRAIN IN BUTCHER SHOP 5'lllliil FREEZER A15 SCALE: 1 1/2" = V-0" 11A 7- `r`o�v CL PLATE (3) 1/2"0 x 5" LAG BOLT ------ --\- WALL &TUBE STEEL _ X_ I . , , , , i .___ TUBE STEEL CORE 2x4 STUD 016'o.c. 1 DRILLED & GROUTED INTO I SLAB - SEE DET. 2 & 11 LINE OF WOOD CAP ABOVE - _4" OF DWG. A15 s L WALL � ��1IFFENER-�, e 1 1 SCALE: 3" = 1'-0" B 2X6 WITH 1x2 NAILED TO EDGE 0 16" o.c. - SEE SHEET Al FOR EXTENT AND LOCATIONS N TS 6x6 STL. COL. SEE STRUCT. DWGS. CEILING GRID SUPPORT- 9n or SEE SHT. SP4, SECTION10. 0IE COPY 9 ITEM 3 FOR 5 INSTALLATION - 1/2" GYP. ,BOARD 2X6 WITH 1X2 NAILED - � STE FRA L BEAM SEE ROOF ING PLAN TO EDGE 8" Ill BOLT RUNNER CONT. TO STL. BEAM j 3" 3 1/4" TUD V CONT 2X4 PLATE THESE PLAN SUBJ REQUIRE �( BE AND ALL PROP CT TO ANY CrD BY FIELD INSPE ' NECESSARY IN SED WORK EC710NS OR5 TNAT DER TO B1/4"AND SIM. TOP PLATE 1x4 TRIM 1/2",. GYP. Bo. 2X4 ® 16" D.C. TREATED 2x4 PLAT W/ 1/2" 0 EXP. BOLT ® 48' O.G. B1 6F1 4 ' WINDOW A15 SCALE: 3/4"i = i'-0` 6 . T I MA COMPLY ITH ALL APPLIC LE CODES. CLG. A15 SCALE: 11'-4" �— 2X4 ® 16" O.C. 1 /2" '\ B/ FRAMING 7'-5 1/2 (2) 2x6 HEADER W/2x4 TOP & BOTT. It 7 ca A11 SIM. z w 0 CD 0 X 0 —tt=1 SIM. 1/2" GYP. BD. W1 SE.....,. FRP 30 S.S. CORNER GUARDS 148 ATTACH W/#10 x 1 1/2" S.S SCREWS 0 18" o.c. VERTICALLY (STAGGER OPPOSITE SIDES) STOP TILE BASE (0 MINGLE & FILL JOINT W/SLAI AN1 7� STAINLESS STEEL CORNER N`1( 4; ,' :.b. A15 SCALE: N.T.S. STL. COL. — SEE STRUCT. DWGS WALL FINISH L 1/2" GYP. BD A15 SIM. G N - - ---- - ---- I N - ° M \ I LOW WALL ---- ---- 2x4 STUDS ® 16 O.C. 1x4 WOOD TRIM - SEE PLAN I SHEET A7 7A WALL A COLUMN A15 SCALE: N.T.S. 10 TALL W A15) SCALE: 3/4" =- 1'--0" Project No.05125.00 n" 4" MTL. STUD o BRACE 0 z, F, Em CONT. 2X4 PLATE CL� O o w - ---2X4 ® 16" O.C. bo 1/2" t 54ic ,0 ss F va M g.. �a v n c I•=1 fd � o6.5 ~�W3'WZ Tm m B/ FRAMING am,mg2mol o s � (2) 2x6 HEADER W/2x4 TOP & BOTT. o�§�{9ip�Bz€�a <¢3�'¢im �000�Et 7 ma w m�mo—Y F A11 SIM. g-"♦H-iPIN28g Zo FM y2 <1"Z¢O d aP�gS3WW I$IF.��S�ic€?cam-i ZoZ �Fol �mlm rcorc �rY ��< 3% %06 0. <B 1- om Y�zmg 8�mmwz K 211Uyy � U'<N W3 w�i�dw<gg$W$aoaow O �a $a��2525�S oozy I 9 SIM. Oil A11 c\ �b In 10 a CC W O o LL l u Ul Z O rJ U 1/2* GYP. BD. H • di � W1 t O7 O J I ® :jLL Z 0 - C B1 L F1 0 p _ p 4' ® 0 3'-11" �— EASED EDGE BOTH SIDES 1x4 WOOD TRIM SHIM SPACE jk CLG. 11'-4" 1/2" GYP. BD. SIM. DOUBLE 2x4 TOP PLATE 1x4 TRIM W2 1/2" GYP. BD.� 2X4 0 16" 0'C TREATED 2x4 PLATE \\\ W/ 1/2" 0 EXP. BOLT ® 48' O.C. i F1 m (2)2x4 TOP PLATES o (3) 1/2"0 LAG BOLTS THRU 2" TUBE i STEEL INTO STUDS (SEE DET. 9/A15) OR 1/2"0 THRU BOLTS 0 STEEL COL. I. 6 2x4 WOOD STUDS ® 16"o.c. 1 �� `, 1/2' GYP. BOARD (TYP.) TREATED 2x4 SILL PLATE (ANCHOR TO CONCRETE AT 32"o.c.) TILE BASE & CARPET ® FLOOR p CORE DRILL 8"0 HOLE THRU SLAB CONC. SLAB — SEE STRUCT. 8 ° 4 Q ° ;I ® SET TUBE STEEL STIFFENER & FILL HOLE w/3000 PSI CONC. " 44 EXCAVATE 6° INTO SOIL 11 LOW WA - A15 SCALE: 1-1 /2" = 1'-0" mmmmwwmmmwl �i Revisions THRU ADDENDUM "A" 1/20/06 1/5/09 PROJECT DATE 04/02/08 DRAWN BY KEW CHECKED BY GRL Sheet No. A15 'rolect No.05125.00 Pq RION MR ■��i■_ S■■�i■�_ ELEV. A SIR looms ■■■il■rti■■l -"WOMEN" — ADA SIGN FURNISHED & INSTAL D BY EQUIPMENT CONTRAC R B'`I_ ELEV. J SCALE: 3/8" = 1'-O" SOLID SURFACE COUNTERTOP (CORIAN OR EQUAL) w/TURNED-DOWN EDGES w/INTEGRAL SINK (INSTALLED BY G.C.) FURNISHED BY G.C. DEVELOPMENT IN CORPORATE STORES. CONTACT G.C.D. FOR COLOR. 2" V-10• 8" MIN. 1" ADX PLYWOOD SUBSTRATE - VERIFY w/COUNTERTOP MANUF'R. ADA-COMPUANT UNDERSINK PIPING PROTECTION OVER PIPES - SEE PLUMBING N FLOOR MTD. "PRO SET" LAVATORY SUPPORT BY JAY R. SMITH MFG. CO. OR EQUAL WITH CONCEALED ARMS & ESCUTCHEON PLATE VANIW DETAIL A1 6 SCALE: 1 1/2" = 1'-0" Z: \2005\0512 \A16AAR3,dwg Jul 299, 2008-11:080m ELEV. E SCALE: 3/8" = V-0" FURNISHED SCALE: 3/8" = 1'-O" & INSTALLED BYEQUIPMENT CONTRACTOR k g 1 'id C7) A16 106 QBLOCKING 3'-0• 108 1 4 , Cl-0-5) if jl.mop Is , • am.�■� m 2'-0" DEEP WOOD SHELF W/WD. CLE TS 1'-9" DEEP WOOD SHELF W/WD. CLE TS LIGHT - SEE ELEC. DRAWINGS END NAIL INTO SIDE OF CEILING JOIST W/(4) 10d NAILS, M SCALE: 3/8" = 1'- ® ELEV. F SCALE: 3/8" = 1'-O" COMPUTER TIME CLOCK 6. MODEM\ 1 III 1 ■ ■ ■ = _.._ CALCULATOR PHONE -pr ■ Y 1 1 �IJ —BMW WIN TE PIPES PER ADA—Y B3 ELEV. C ELEV. G FILE.n. SCALE: 3/8" = V-O" VERFY ALL F&SHES w/CLC CORPORATE PRIOR TO ORDERING MATERIALS FOR RESTROOMS. AN ADDENDUM m. FOR UPDATED •EST•.• DRILL (2) 2 1/2" CIA HOLES IN BACK CORNER IN VERTICAL ALIGNMENT THRU TOP SHELF AND CEILING TILE (2) 1'-8" DEEP WOOD SHELF WITH WD CLEATS N (1) "L" SHAPED WOOD SHELF MATH WD CLEATS inof CUT 1"x 21" SLOT AT BACK d WALL (DELETE CLEAT AT SLOT) n (1) 1'-2" DEEP WOOD o SHELF WITH WD CLEATS A MIRROR i �IAFL MA A Il MA A - - r ELEV. D SCALE: 3/8" = 1'-O" •, MIRRORBY GEN. , ..,�' ►e e® eet . i I al ►e_ �►e. ►Is 1010011 mom ELEV. H CALE: 3/8" = 1'-O" P7'-10 3 1/2" 3 A1,02 PROPOSED WORK )IRED BY FIELD INSPECTORS THAT I W� • ORDER IN 1 ® � .•f,uuuuuu.� • • E 1 e I r s '® a a�,akS,�xu� mr�:a6ti� o • • 5 +` \ WOMEN �■ I 10 ©crr� a /• � , INSULATE WALLS & CEILING SURROUNDING MEAT RM. 1 . IV 99 'AIJ& WWI . w ® �_ ..:,�IODi•DiaieibiTiii44•JOOi•J�Nf•Ji•JE,4•dddfi•JAPfp9i•�•i6•ia•Ai6Nfif4494•iieiidf•AI .. We)I III- ALL OP TRASH 016 STUD W ►;�'• �' iiiiiii� I (' . s ' W41.o1ec¢.1au41¢•1¢dJ.1.1u 1 I rr.. .f► � � 1� !— © ® �. u.u.•aa.u.a..Au1••1u•.u•a•uuUa•.a.aa•.uu•..•.u.aau� � ,'Ni .: 8'-1 1/2" 5/8" GYP. BD: C4 2x6 CLG. JOIST 20 ® 16" o.c. ® EA. N 2x4 CLG. JOIST 16" ax. 1/2" GYP. BD. "' STUD W 2x4 PLATE II DRILL (2) 2-1/2"0 HOLES IN BACK CORNER IN VERTICAL ALIGNMENT THRU (2) SHELVES & CEILING TILE. PRINTER DRILL (2) 3/4"DIA HOLES i IN BACK CORNER IN VERTICAL ALIGNMENT THRU SHELF AND DESK (1) 2'-0" DEEP POST -FORM PLASTIC LAMINATE WORKTOP WITH WOOD CLEATS BY G.C. 3 z � m W11 f l 90, '-- —MUSAK 70 2'-21 4" 3'-3" (xt'-8" DP)% (xi'-2" DEE 2 -2 1 4 - xt -2 DEEP ° xt DP tG :- in i iV 1"x 21" 00 O --��-_ ® % 1FOR • / ® ' NOTES 1x III �:T� {I.CJ �i / �. . — KEY BOX ' A = •. �• i), L.UNISEX TOILETall — 1/2" GYP. BD. 3 1/2" SOUND 2x6 ® 16" O.c. ATTENUATION BATTS. STUD WALL 2x6 ® 16" O.C. 1 LIGHT SOFFIT DETAIL 6 SCALE: 1 1/2" = 1'-O" ENLARGED OFFICE SCALE: 3/8" = 1'-O" I ' I t�r�� �r��■I ����r •ss.Oi'OrrJi6'••J•.............................. i�rrrr .Jt�.�466rpuyF:.,�•gyq �^�.A�%., r • e.. -� ♦♦.... r.,•v..•..♦v.♦v. ♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦ -•••���w��•�•••�yv�����������•w��.�••• ♦♦♦♦e♦♦♦•..♦♦..•..♦r..nr♦..♦v...♦••.•♦••.••'"..•i'i'i:••"^r'J7,•.e••♦♦••� Ai•v��Iv��•••ew��♦��•.�••••••..•v�•.wet•�•�•v�•v�♦.��•�•v•.v�c��lw�i . . � 1 •I 1 / • ll V�I1 q h M Y UN �o rb 0 ow .o y ao � H o0 �m �a 0 �12 �WSam 120m OZ �SP B6**Z-mt� ou #E'i z TL Wog 2 zOhS1JW 1��00—T F FY Nm�GS�G6U U�Z�ZOZ �ffg3���g���wf5 �ZWZ DO UU OU�� 353W €oi5<�WWm� Zm yZyO?��� C�SUORE 0<N(_U'JW W<�nRyy, N92K LLp W$�<O l-8 xitA UYi S?092;c o� m� oe V) Z O F LLj Lv ,r J W D_ O Of Ld 7STQP CQ D a Z _ Z 1/2 0 ®. C 11� C7 3 J J r� sea Revisions THRU ADDENDUM "A" 1/20/06 Q3 U'DAIE ID OIRRBIT SfRNOS I/S/OB PROJECT DATE 04/02/08 s 1/2" DRAWN BY KEW/LH CHECKED BY GRL Sheet No. A16 148 �S/S CLOSURE !7� 95c B2 A o I. I COOKING m, I� I •• _ DOOR 1 • • - II m -- � � } ��IIIIIIIIIII�III■ ts�,tJ�u'1• IU��■rt•� I�I�I�IIIIIIIIIIIIII��II�II�I �, u,,,,�' a II��f�A,®lllr�.■II�� PEW— • EXPOSED LVL S� e g 95 9s en qL/ ELEVATION K SCALE: 1/4" = 1'-O" 148 F \ 31 tE 48° M9 ----- 72 -CSy�-- _ 123E 60 83 80 Ov ELEVATION T SCALE: 1/4" = 1'-0" 4 4 Z:\2005\05125\A17AAR4.dwg Jan 9, 2009-10:14am rpf -\RFV1-cTwci _. ..I, ELEVATION SCALE: 1/4" = 1'-O" ll_� .�E --------- TI N L SCALE: 1/4" = 1'-O" PLYWOOD IN OF GYP. BD. ATTACH SH "BUTTERFLY" — YYI rrc 47a J R r- - T16 ELEVATION U SCALE: 1/4" = 1'-O" SEE SHT. A16 FOR ELEWS AND BLOCKING IN BATHROOMS — KEY PLAN ------ - NO-1 10 SCALE SEE SHEET P7 FOR LOCATION OF STEAMER FILTERS 20b MIN,. 5'-6" HIGH S.S. END CAP - --- - SEE DET. 7/A15 ii � HOOD 48" HIGH SIDE PANEL .. 82 B5 EXPOSED METAL STUDS ABOVE ------------------------ CONC BACKER BOARD 30a A, .. m I `ELEVATION W SCALE: 1/4" = 1'-0" Ir] IRS VENT THRU WALL BY G.C., SEE SHEET M2.-G.C. SHALL INSTALL SECURITY GRATE ON INSIDE OF 11 VENT, SEE GEN. NOTE #2/M2 EXPOSED LVL 1/2" PI D IN LIEU Of GYP. BD. W8 PTIONAL SECURI PANEL ELEPHO E BOARD I [CO2 TANK B2 ELEVATION V PRE -RINSE LEVATIO ' 0 0 ��IIIIIIIIIIIIIIIII� IIIIIII�IIIIIIIIIIIIIItIn ,� B5 B2 B2 ELEVATION EXPOSED METAL STUDS ABOVE SCALE: 1/4" 1'-0" 7'-0' --- 8'-7" I CONC. BACKER BOARD -------� -- - MIN. 5'-6" HIGH S.S. END -- `--------------8, 4 :-6.J •I 4:=i CAP - SEE DET. 7/A15 I HOOD #3 11 WRAP BULKHEAD W/S 5,::: WS l W8 5'-6" HIGH S.S. PANEL HOOD $5 18" OUT FROM HOOD 121b _ 0 16 0 108 �� o OPEN TO rOPEN T01 OPEN 407}{IOH 5 48IGH 17 HOT BAR HOT BAR TO 40 HOT 48" HIGH S.S.: PANEL S.S. PANEL OPEN TO 43a 26b 38 BAR SIDE PANEL - -HOT HOT BAR 23 121 148 r r , 67a W8 W8 6 66u 67d 38 B2 ELEVATION H 62. .,ELEVATION J SCALE: 1/4" = 1'-0"our SCALE: 1/4" = 1'-0" PROVIDED BY THE HOOD ANY OTHER PANEL ALE i00DS ARE TO BE 4ER GUARDS WITHIN THE 4 )ED/INSTALLED BY THE G.C. STEEL COLUMN NOT A13 SHOWN FOR CLARITY BAFFLE WALL W7 PREFINISHED BAFFLE 1N FOREGROUND S.S CLOSURE PANEL COOLER UNIT - S.S CLOSURE PANEL" W4 DECORATIVE DISPLAY o W7 W7 1 II 45 I n 130 I 9 - --- I II I II � 45o I p I II Proiect No.05125.00 M H h (a• x r. ® o� V Y m AO • 6 O N s dl � P H 2 U o C 00 W1Q65€� LLWs�m 62'sz2mw N Z_ Z Cl 1IJJ j1IJJ WSW �I 1�A���j KV 2�R<'�1-a F]E �IIp OU �1 UOQW� W i pllapIa���sa a�Y!o��4�4w�Ka 23 � 6LL'�(jRR�1Ji pZ O�KI� B2 NaU X1WWJ .-V<,W1-NZiiO seR7UCMFt<JW��1 UIZU=Fp U2�p r V)Z���361<�Inm� m IX aBF�a �Ko SW 47 �W< pppp<,• <,-SWS F 6�1Ft N�UOz �OZF 80 m� h � o V z Z O H Q III • �� �© �� W,- �" L'_' ELEVATION ageELEVA ...I N S 8 62 SCALE: 1/4" = 1'-0" - — SCALE: 1/4" = 1" o" THESE pLAP IS AND ALL PROPOSED WORK AND SUB JECT TO ANY CORRECTIONS REQUIRE BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO GENERAL BLOCKING NOTES- COMPLY ITH ALL APPLICABI-E CODES. ORDINATION AND INSTALLATION OF ALL BLOCKING IS THE RESPONSIBILITY 1. CO OF THE GENERAL CONTRACTOR. PROVIDE ANY ADD'L BLKG NOT CALLED FOR IN THE SCHEDULE BUT MAY BE REQ'D BY EQUIP/FIXTURE MANUFACTURER (i.e. TOILET ACCESSORIES) "IV 2. SEE DWG Al FOR APPROX. PLAN LOCATION & DWG. A17 FOR APPROX. ELEV.'S. EXTEND BLOCKING ON EITHER SIDE OF EQUIPMENT TO NEAREST STUD. 3. INSTALLATION HEIGHTS GIVEN FOR ALL BLOCKING ARE TOP OF BLOCKING A.F.F. 4. ALL BLOCKING IS TO BE LET -INTO STUD WALL _ O 5. TOWEL DISPENSERS #108 &SOAP DISPENSERS �'40 SHALL BE MOUNTED WITH � TOGGLE BOLTS THRU GYP. BD. & W/SCREWS WHERE STUDS ARE LOCATED. 6. SEE DETAILS 3/A10 & 9/A10 FOR BLOCKING REQUIRED FOR ROOF ACCESS LADDER. Z 0 WALL SHELVING (SEE SHTS. Al & F1 FOR 2x8 WOOD BLOCKING LENGTHS & LOCATIONS) ® ALL WALL HUNG SHELVING 72" PRERINSE SPRAYER 53" UNIT (SEE SHTS. Al & Ft FOR LOCATIONS) 2x6 WOOD BLOCKING AT SINKS W/ PRERINSE & AT BLADE HOLDERS FOR AT BLADE CUTTER 45" Z S.S. SINK (SEE SHTS Lu F1 & Pi FOR LOC.) BLOCKING SCHEDULE 4 in, C4 rq tj cft $ E®� NO. EDIT NAME � � SIZE APPROX LE#IQTH (SEE NOTE i7) T/BLOCiC1K1 ABOVE T/BLAB ELEVJI�E' A 104 GRAB BARS (2) ---_-- BABY CHANGING TABLE (2) NOT USED 2x6 (2) 2x6 4'-0" 3'-0. 37" 42" & 51" SEE PLAN ON6A16 A,H/A16 -- - Q107 Q - Revisions ZL 112 115 CUP RACK SHELVES (2) WALL CABINET (2) (2) 2x6 2x8 4'-O" 3'-0" 64" & 75" 84" L,M/A17 L,M/A17 THRU ADDENDUM ' A" 1/20/06 EQ Q 59 41c 38- 50 60 63 89' 90 92 WALL SHELVING ICE MACH. WATER FILTERS HAND: WASH SINK S.S. 2-COMP PREP SINK S.S. 1-COMP PREP SINK S.S. CHICKEN PREP SINK S.S. CLEAN DISH TABLE S.S. 3-COMP SINK, S.S. DIRTY DISH TABLE 2x8 2x8 2x,0 2x8 VARIES - SEE ELEVS. 2'-0' 3'-0" 9'-0" 4-6" 3-60 9'-0" t-04 7 2" 72" 96" 47" ' 45" (PROVIDE ADD'L LOCKING ON TOP OF REG. BLOCKING 0 63 A,B,C,D,F,R,S,T/A17 C/A17 A,H,M,S,T/A17 A,B,C,D,F,S,T/A17 Q2 HEALTH COMMENTS 5/21/08 Q Q3 IMF10DXOTSTMME7/;B/m a CITY COMMENTS 1/5/09 Qj ---- ----- PROJECT DATE 04/02/08 Q 50* 92* PRE -RINSE SPRAYER (* AT THESE SINKS) 2x6 1 -6" �;_6„ 53" A,C,S/A17 , " 2x8 WOOD BLOCKING � AT ALL S.S. SINKS & DISHWASHER UNIT M QN R FLOOR LINER _ _._._�__ .__,_„ s 1 BLOCKING QT - �L A Al N.T.S. 890 CLEAN DISH WALL SHELF (2) 2x6 7-6 63 & 74 51" & 75" 34" AS PER P.C. 53" 81", 48", 15" 96", 88" BETWEENURINALSCENTERED A/A17 F/A17 , A,M,T/A,7 K/A17 S/A17 A/A17 D/A17 E/A16 DRAWN BY CDK\KEW 15 BUNN HOT WATER DISPENSER (2) 2x6 2'-0" 38 HAND SINK SPLASH GUARDS 2xB 3'-0" 95b EXPANSION TANK SHELF 2x6 4'-0' CHECKED BY GRL 47a VEGETABLE SLICER BLADE HOLDER ' 2x6 2'-0" ELEC. PANELS (3) 2x6 10'-0' Sheet No. I A 17 100 CLEAN SKEWER RACK (2) 2x8 3'-0" FUTURE URINAL SCREEN 2x6 FLAT 8'-0" 14'-0" Proiect No.05125.00 SIDING NOT SHOWN FOR CLARITY 2" ll L 2"x: PRESSURE TREATED 2x4 NAILER STRIP (TYP.)— 2"x1/4" FLAT N CROSSBAR - - --- -------- ----- -I GATE STOP N --- " m L 2"x2"x1/4" N GATE FRAME , -t DETAIL 2 A18 ' IIIII IIII L 5/16"0 HOLES ® 12" FOR ATTACHING ,... SSURE TREATED 2x4 ; ER STRIP ALL HORIZ. MEE '. BERS 1 1/2 HOLES DRILLED 18"0 CONC. FOOTING l I 3" DEEP IN CONCRETE FOR 6"0 STL- PIPE — ® OPEN & CLOSED GATE POST POS. NOTE: PROVIDE 1/4"x 2" STL, LOCKING HASP ON INSIDE OF DUMPSTER GATE. 1PARTIAL ELEVATION Al 8 SCALE: 1 /2" = V-0" 1"0 SOLID S- ROD GATE B P 1 /4"x2" V-3" LONG 1 1/8" WIDE x 8" LONG SLOT CUT IN PIPE PAINT 1 1/4" O.D. x 1'-3" LONG STEEL PIPE PAINT 2p GATE BOLT Alp SCALE: N.T.S. 6"0 STL- FILL W/ T/PAVEM 18"0 con FOOTING GRE TUB 1/4 STL. TUB 1/4' STL. 6X6 WOOD POST (TF"' 5 _ATE POST AT AlU SCALE. 3" == 1'--0" -6" NAILER rH 2" o.c. 4c L E4/SD2 BOLLARDS SEE DET 3/A18 NOTE COORDINATE LOCATION OF BOLLARDS IN FIELD W/ DUMPSTER SUPPLER 4" HUB DRAIN W/SCREW-ON CAP BY P.C. FOR TRASH COMPACTOR- SEE SHEET P1. 3'-6" 6" CONC. COMPACTOR SLAB W/ 6x6 W2.802.8 C MPACTOR DISCONNECT AS WWF - PITCH TO AREA DRAIN. COORDINATE SUPPLIE REQUIREMENTS ELEVATION OF SLAB WITH COMPACTOR SUPPLIER AND PITCH WITH CIVIL DWGS �PE CUT 6X8 POST FOR ANGLE _ _ i SIDEWALK PER CIVIL DWGS. _ ^I 6X6 POST (TYP.) � NOTE o LO I FOR LOCATION OF AREA DRAIN � i. e0 SEE CIVIL DWGS 0 ( 1 1 _ •0 co � I 0 1 NOTE: (o r 10 —� DIMENSION TO EDGE OR CENTE RLINE -c,4OF L POSTSOMP OR B OTHERS 2" EX JT. -O LL A UND� -----------`--------- OD 'a_ a) I it (a 0 r: I N DRIVEWAY PER CIVIL DINGS. FILE COPY 110 HOLES 1 18•\ 11 3j(9 3/4" 13 -10 1 /2"1'-4 7 17'-8 1 /8" 7/8" PARTIAL COMPACTOR ENCLOSURE _PLAN SCALE: 3/16" = 1'-O" LAYOUT BASED ON PROTOTYPICAL COMPACTOR. PRIOR TO CONSTUCTION OF WALL AND GATES, VERIFY ACTUAL COMPACTOR SIZE AND LOCATION. NOTIFY ARCHITECT OF ANY DISCREPANCIES. WORK THESE PLANS AND ALL PROP RE� IONS AND SeJgJEC1 TO ANy CO TORS THAY EOjjIRED BY FIELD INSDE RORDER TO m0f BE NECESSARY INC BLE CODES. COMPLY WITH ALL APPLI T-1-11 SIDIN 18"0 CONC. FOOTING 18" DIAM. 1 o SIDING S_C_I k18 SCALE: 3/4" = l'—O" IOOD POST TED) ;R AREA SIDE NC. DUMPSTER PAD I W2.9xW2.9 OVER MPACTED GRAVEL FILL T/ DUMPSTER SLAB I ry� r M P a v VN z" a r PgPgd m r,H M X 0 ro Y w rop � J rop 0 dr 00 d a N C w= I m C D SS ¢ O W O O P R 0= 2 a 0 WJgI- ZK 4IWF �N j 0- z F— : 3 p pW�W-U-II2W �OU ou�8z�sggga mm 184Q �rc��rc�Q1N�JmmmJ�€oi $ooW UK O p - H8900- 8,=w� SO U UI-y' > p 3 < ~ O U °✓'WWgmqO im �r rd'yW�rF i o'uirc Nzm Wz O w m O w� SwF �Srcpz O<'zw �a Op� o� ro r. ^ N0 ® 00 W O W z w O EL O :5 f) :j IL O Z C3 � � G C.7 on t RM Revisions THRU ADDENDUM "A" 1/20/06 CODE COMMENTS 2/26/09 PROJECT DATE 04/02/08 DRAWN BY LMHA CHECKED BY GIRL • 1 imakwillom \\Lm1OO\draw\2005\05125\A18AAr7.dwg Mar 3, 2009-3:07pm AVTTC'Q• ci7vc cunW l APP APTIIei CnIIID\AFMT R:nIJMFCTRIN SI7F5: Project No.051 BY BY P.C. .C. /.:C. P.C.. .C.. MARK >... -...- Ufa 001b 0 1 2 2a SCHEDULESEE owFAM VOLTS AMPS H/P .-....- -� --u __ _ __. 1 0 1 6 7 120 208 1 60 13.0 ism cw' 1•ne (w) _ 1 4' ► W(uo') DRAIN GAS t� r� A $` • + REMARKS a VINYL A E B G.C. VINYL BASE BY G.C. 6' VINYL BASE BY G.C. CORD &PLUG BY E.C. 20 PLUMBING PLANS FOR CORRESPONDING LINE SIZES. LEGEND G.C. = GENERAL CONTRACTOR E.C. = ELECTRICAL CONTRACTOR P.C. = PLUMBING CONTRACTOR M.C. = MECHANICAL CONTRACTOR H.C. = HOOD CONTRACTOR F.EC:= FURNISHINGS &EQUIPMENT CONTRACTOR R.C. = REFRIGERATION CONTRACTOR O = OWNER F - FRANCHISEE3 MANUFACTURER TRACTOR S.C. = SIGN NG CONTRAC0 G.C. = GLAZING CONTRACTOR � J A MOPO DESCRIPTION TO -GO STATION CABINET BAR BACK SERVING LINE CASEWORK BAR TO SCALE S R W N GRAL TPA RAILS B MANUFACTURER MANUFACTURER MANUFACTURER C R MANUFACTURER SIZE/MODEL NUMBER USTOM GC11M,8.0 MILLW RK S E SHEET F3 CUSTOM GC71M.8,0 MILLWORK SEE SHEET F3 P.C. SERIES .7.1 MILLWORK SEE SHEET F3 ITCB-DV F UFIN04M BY NSTALIED F.E.Cr G.C. F.E.C. G:C. F E.C G.C. £E.C. O O 4 MARK 001a 001b 0 1 1 2. TEA BREWER BUNN-O-MATCC * '*R * • AMP RA INC D S C RB NATOR003c Ig 003b DRINK STA ON w CE DISPENSER i HEAD ENDURO DRINK BUBBLER CRATHCO _ - ENDURO 300 D25-3 ENDURO 150 CDBCFP35-1L-2USFHBme SPRHD WX2." MILLWORK SEE SHEET F3 O 0 0 ..C. 0 0 - O 0 0 FO.E.C. G - F.E.C.. F O.0 P.C. .C. N P.C.. C. P.. ND P.C.. .C.. Ec. P.C.'. 0 d 003C DON 3 30 4 120 4a 0050 120 1 80 120 1 60 1 0 10 120 1 60 208 1 60 120 1 60 5.2 5.5 4'0 1.5 16.7 1.67 1 5 3 8" 3 8 1 4 1 3 4 T < AMPERAGE INCLUDE C ATOR 003d ICE DISPENSER ENDU 1 0 END 0 3 4 I CORNELIUS TA TI COFFEE BREWER BUNN-O-MATCC COFFEE WARMING PLATE BUNN-O-MATIC ITCOO/F • + + CORD & PLUG BY E.C.MER.= CORD & PLUG BY E.C.4a I C 6' VINri BASE BY G.C.T§ 005a 9 CASHIER STATION w NTEGRAL TRAY RAILS BAR MENU BOARD - SERVING FOOD TE SP MANUFACTURER SERVICE GRAPHICS N_ _ CUSTOM GC11M..0 TU-3 4 O F O F 8 9 12 6 14. 7942 - + • LL ROOF CURBS -SEE SHEET V3. * • lo • • CONNECTION BY E.C. 11 3 1 10a 10ew 11 R FIR w(GIASS DOORS ELEC. ROTISSERIE w A CLEAN KEWER R STAINLESS OPTIONAL CLEVELAND WARMING CABINET CLEVELAND EXHAUST HOOD W FIRE PROTECTION CAPTIVE-AIRE INDUSTRIES S L FABRC SYSTEMS INC. DR-34 ABLE 18 H x 24 W x 15 1 2"0 `� CR-334 SEE SHEETS Vi & N2 4'-0"' P.E.C. G'C. F.E.C. FE.C. H.C. M C. E.C. E.C. M.C./E.C. .C. 10 Oa ioew 11 OB 3 60 120/1/60 20.0 21.5 iDew 11 13.: • * FOR USE WITH ITEM 10 GEN, CONTRACTOR INST r • D -7 13 74 14a 140 CHICKEN CARVING TABLE ROOF OLDING CABINET COOKING OLDING CABINET 1 2 HIGH WARMING CABINET W STAND T R SYSTEM MICROWAVE FULL HT. FREEZER MINUTE MAID STAINLESS STEEL FABRICATOR ALTO-SHAAM ALTO-SHAAM PROLON _ SANYO DELFIELD E'�x 28 22'llE 1200-UP R S 10 O-TH-I-SD PECHI-1818P74c HI -. 0 EM':-C7800 6125-XL-S F.E.. F F.E.C. FE.C. F.E.C. FE.C. F.E.C. FE. F.E.C. -F F.E.C. F E.C. C E.C. C. F.E.C. E.C. E.C.EA.' F.E.0 F.E.C. 13 14 14a 16 17 NEMA 5-20P PROVIDE CORD & PLUG PROVIDE CORD &PLUG 14 120 1 60 208 1 60 120 1 60 208 1 60 120 1 60 16.0 28.8 14.6 13.7 7.8 1 3 4" nn • r • •i * * SUPPLIED W CORD &PLUG ELECTRICAL CONTRA TOR ELECTRICAL CONTRACTOR ELEC CONTRACTOR SUPPLIED CORD & PLUG 14a 15 CORD & PLUG 8-15P 16 17 15 16 17 * GENERAL CONTRACTOR TO OP RIVIT TO HOODS USE BRACKET PROVIDED. 18 190 19b 20 20a 21 240 3pot b9 m � 0 6 U m ... �' Zai '"+� M m E �/�=A1y `J O w O 2 >: - - - i0 V m mo ' y ao p h `� [��� i � ,y v i O v, a,m U 0 0 p ter. Li 0 " C . 18 TIMER FAST ZAP MODEL 1200 A EL F.E.C.G.C. G.C.' 78. 120 1 60 1 60 0.02 0. * GENERAL _ PO H 1 /' 2` NPT M 3 4" NPT -112 000 BTU R + * * • * r * r *' * GEN. CONTRACTOR TO PRO CONNECT TO ROOF. UN I CON MUST OUTLET PROVIDED FOR. FU 71E DOWN CABLES CONNEC DE WALL PENETRATION & 4x4 TREATED RUNNERS D CONDENSER 9a. --CORD. &PLUG BY EC. - PREFlNISHR COO. GREY TO ATCH _ _ EVEN LD WA R CONNE ONS AR GA ADED. STEAMER - DRA N CONNECTION MUST BE VEN D - -F COLD WATER CONNECTIONS RE FEMALE GARDEN THREADED. DBY PLUMBER. BY PLUMBER. D BY PLUMBER. ALL ROOF CURBS - SEE SHEET Y3. ALL ROOF CURBS - SEE SHEET V3. ALL ROOF CURBS -SEE SHEET V3. ALL ROOF CURBS -SEE SHEET V3. 19a 19b 20 0 TI REMOTE CONDENSER REFRIGERA DIS LAY 8'-0' LE AMER-DOUBLE wS A D OPTIONAL ELEC. STEAM R MATT MER REFRIGERATION LEVELAN C VELAND P+H2O0 H22P 4MB STEAMCH 2 2CE w S22 8 S 22CET3A F.E.C. F.E.C. .E.C. F.E.C. .C. C. E. E.C. ` R.C.' .C. R.C. .C. .C. P.C. .C. 190 19b 20 20 208/3/60 120 1 60 - 8 08-240 3 60 11.7 .0 13.5 KW 9" KW 2 3 8" 2 3 4 2 3 4` NH- -F 21 23 24 2 24b. 26b 26c 27a FRYER MAINTENANCE SYSTEM 24" GAS 4 BURNER RANGE w STAND FRYER FRYER UPRIGHT MEAT BOX S S MEAT PREP W COLD PAN BREADING TABLE' FALCON FABRICATORS CONNERTON FRYMASTO DEAN DELFIELD STAINLESS S FABRICATOR STAINLESS STEEL FABRICATOR CCF-16-W CHP424 CHF424MJCF-ESD " 26 .. SR 42G 6025-XL-S 2"-6 1 2"x S-6` 27"x 30' _ SEE SH VI & 18-0 SHEETS Vi & V2.. 9'-0" SEE SHEETS V1 & V2 7'-0" SEE SHEE TS V1 ' & V2 T-0" ISP-18W KM 300-SRH3 F.E.C. F.E.C. F.E.C. F.E.C.F.E.C. F.E.C.F.E.C. F.E.C. F.E.C. H.C. H.C. H.C. H.C. F.E.C. P. BAR MFG.P.C. P.C. P.C. 0 F.E.C. E.C. E.C. E.C. E.C. E.C.. C. C. C. .C. E.C..P.C. .C. FR. P.C. P.C.'- P.C. .C. F.E.C.4 P.C.' .C. F.E.C... ',, .C; .C. M.C' .C. M.C; .C. M.C' C. .Cl P.C.38e P.Ci M .C. 21 23 24 24b 28b` 26c 27a 30 300 30b 31 37 ''38b 41 120 1 BO 120 1 60 5.2 1.0 1 3 1" NPT 150000 BTU • * TIE DO CABLES C NNEC 24b 26b 26c _ 27a _ 3 4 NPT 105 000 BTUMR * • TIE CABLES CONNEC 120 i 60 120 60 208 3 60. 120 1 60 120 208 1 60 8:0 7.2 10.8 1$.5 1 5 1 3 1 g 1 2' 2 1 2'OD 3 e' 1 2"OD - * * • • * + + * • * i + • * GEN. CONTRACTOR TO IN GEN. CONTRACTOR TO IN GEN: CONTRACTOR TO IN GEN. . 30 _. 30a 31 31 37 30 30a 30b 31 37 3 38a 38b 40 41 HAUST HOODS 1 & W IRE P OTECTION STEAMER HOOD PIZZA HOOD BAKERY HOOD • 18 GAS WOK D- COUNTERTOP MOUNTED HAND -SINK ADA COMPLIANT HAND -SINK SOAP DISPENSER ICE MACHINE HEAD REMOTED CAPTIVE -AIR SYSTEMS INC. CAPTIVE -A R SYSTEMS INC.SEE CAPTIVE-AIRE SYSTEMS INC: CAPTIVE-AIRE SYSTEMS INC. AL RANGE IMPERIAL STAINLESS P BY BAR MFG. SEE PLUMBING) SEE PLUMBING HOSHIZ KI 3 4' NPT - 90 000 BTU R * * ONNJ TIE DOWN CABLES CONNE OWNTCABLES D BY. PLUMBER. 38- 1 2 i 2"' 1 i 2 1 1 2" 3 4�FPT 3/4'FPT * * • * y * • * RE Fl%TURES SHALL HAVE LE FIXTURES SHALL HAVE LE 20A M PD 15 . G.C. ALL PROVIDE FOR USE Wlhl ITEM 41 & ZOA MOPD LNG SHEET PS FOR SUPPLIER INFO, -TYPE HANDLES. SEE PLUMBING SHEET P5 FOR SUPPLIER INFO. R-TYPE HANDLES. SEE PLUMBING SHEET PS FOR SUPPLIER INFO. 4z4 TREATED RUNNERS - WIRE TO I M 1 & 1 TO I 41d. 41d 38a _-..� 40 41 41b 41c 41d _ 43 41b 4 c 41d 43 REMOTE CONDENSER ICE MACHINE WATER FILTERS ICE MACHINE HEAD REMOTED S WORK TABLE HO 17AKI CUNO HOSHIZAKf _ STAINLESS STEEL FABRICATOR URC-1 F CFS-02 KM13O0-SRH 3'-0'z 4'=0" W OT RACK & UNDERSHELF ,,_" _ F.E.C. F.E.C. F.E.C. F.E.C.P.E.C. FR. FR. FR. FR. MFR. MFR./E.C. Alb '41c 41d 43 m o �wsapm 6a�2i E3 o a o K' € � o � ♦.7=�6 z���F �a�w o�*Wzm &gWW 50 cy� JW--a{t� Fw�a 25 zd L1` w m €F pZF�w <a:��� - o� yN� p Z g ma <p8azw'gf ��J�NK�ONW LLN�o ogLy Odom ai�d��cai �€ �x Wi ono o¢ o o a'54 gZ�ial-z�a �N�w �p Om B3,, Z2 ii jgwy �5n€ R5 c=ooz 445 3h 43b 45 45a 46 S WORK TABLE POTATO PEELER OPTIONAL 5 S PEELER STAND S S WORK TABLE STAINLESS STEEL FABRICATORRICATOR HOBART STAINLESS STEEL FABRICATOR STAINLESS STEEL FABRICATOR 3'-O.x 2'-6` 6115-8" 20% 24 STAND W.CASTERS 2'-6'x 6'-0' _ VARIES. 1250-CK CUSTOM GC- 6'-6". W x 2'-6" D W 2 COMP. SINK 12' W x 20 1 2" D - F.E.C. F:E.C. F.E.C. F.E.C. F.E.C. F.E.C. F.E.C. F.E.C. E.C. E.C.. E.C. E.C. .C. E.C. Q.E.C. E.C.. F.E.C. P.C: 43b210 45 47a 48 50 50a 120 1 60. 7.2 1 3 3 4" I "LARS '3 4" 2 2' + • * • • 47a 47a 48 50 500 VEGETABLE CUTTERr VEGETABLE CUTTER BLADE RACK CAN RA FOOD PREPARATION SINK S.S VEGETABLE PREP BASKET ELECTROLUX-DIM NEW AGE STAINLESS STEEL FABRICATOR STAINLESS STEEL FABRICATOR 48 PLUMBER TO INSTALL O ER ANCHISEE FIXTURES & DRAINS - ALL FIXTURES TO HAVE LEVER STYLE HANDLES. 50a • 52 Rnk 52 FOOD PREP SANITIZING SYSFrO- DUNNAGE RACK - 1'-8"x 3'-0' NEW AGE 1'-B x 3'-0" 2004 1'-8"x 4'-0" 2018 i'-8'x 5'-0` 2006 - - BI -" RISER SPACER 26 x 16 x 78 1 2 1'-6"x 4'-O' 1'-6 "x 5'-0" F.E.G. F.E.C.F.EC. F.E.C.P.E.C. 0 F.E.C. F.E.C. .E.C. F.E.C..E.C. 0 E.C.. .E.C. COC -COLA 52 53 53a 54 55 55a 53 t r 53a 53 530 5 54 5s 55a _ DUNNAGE RACK 1'-8`x 4'-0' DUNNAGE RACK 1'-8'x 5" a- D DUNNAGE RACK - - DRINK CANISTER RACK WIRE SHELVING - P-6"x 4'-0' MARE SHELVING - 1'-B"x 5'-0' NEW AGE NEW AGE G PROFITMASTER DISPLAYS INTERMETRO IN7ITRMETRO INTERMETRO + ° F'.: 55 55a • 57a 58 58b * 57a _ 58 58a SBb WIRE SHELVING - 1 -0 x 5-0' WIRE SHELVING - V-9"x 4'-0" WIRE SHELVING - 1'-9"x 4'-6' WIRE SHELVING - 2'-0"x 4'-0" ALL SHELVING - '- • I INTERMETRO INTERMETRO INTERMETRO .. INTERMETRO 2-0 x 5'-0 1'-9"x 4'-0" 1'-9"x 4'-6 2'-0"x 4'-0" .-O x F.E.C.F.E.C. F.E.C. F.E.C. F.E.C.P.E.C.58b E.C. E.C. 57a 58 58a • • 00 row. n m O Ir� Z W J Q O LJL. lJ.i U r -J .0 C CD u a "'•'° C3 �1 O � J 0 W = U (n Z LlJ � CY Ld W C9'I 3 t. n 58b • i A 7 - 1 2 1 2' � - 1 2 i 2" 2 2" _ 4' :DRAIN 3 4" DRAIN 3.4' DRAIN 3 4" DRAIN • * • • ' + * • • • • * PLUMBER TO INSTALL FIXTURES PLUMB TO INST X CONNECT RU BA CORD & PLUG BY ANUF COLOR OF EXPOS D W COLOR OF EPOS W COLOR a= EXPOSED WA COLOR OF EXPOSED W LIGHTS &DOOR NEATER & DRAINS - ALL FlXIURES SHALL HAVE LEVER TYPE DRAINS. RES &DRAINS - ALLFl%TUR SHALL HAVE TYPE DRAINS. CTURER 14-50 TO BE COLORWELD COOL GREY. 70 MATCH FRP REYNOLDS UILD NG PRO UCTS - SIN LE OINT C NECTION 9H 'ROOF - PROVIDE W OOR & RAMP TO B COL WELD COOL GR Y TO ATCH FRP REYNOLDS BUILDING PRODUCTS - SINGLE POINT CONNECTION ON -ROOF - PROVIDE WITHOUT FLOOR TO BE CIX:ORWELD COOL GREY TOMATCH FRP REYNOLOS'BUILDING PRODUCTS - SINGLE FONT CONNECTIONON ROOF -PROVIDE WITHOU7 FLOOR TO BE COLORWELD COOL GREY TO MATCH FRP REYNOLDS BUILDING PRODUCTS - SINGLE POINT CONNECTION ON ROOF - PROVIDE WITHOUT FLOOR - RE TO BE WIRED THRU COMPRESSOR DISCONNECT 60 61 --. .man �j a na Q W ..�. ' ' �•' Z:\2005 659 0 61 62 S S PREP SINK S S WORK TABLE S S YJUITNG TABLE W OLYTOP' STAINLESS STEEL FABRICATOR STAINLESS STEEL FABRICATOR STAINLESS EL FABRICATOR Y-6 z 4'-2eLad) 2. 4"x 4'-0' 2,-4"x 4' -0" 2'-6"x '-0" MG22 2612-8, 451 4510 32'D x 52"W x 34'H W NDERSHELF 4432N-12M P it'-9"x 35'-O"x 8'-6" 11'-8'x 8'-0"x 8'-6" 517 1/4"m 51 1/4!' F.E.C. F.E.C. F.E.C. F.EC. F.E.C. F.E.C.F.E.C. F.E.C.F.E.C. F.E.C.P.E.C. F.E.C.P.E.C. 'F.E.C. R.C.G.C. .E.C. .E.C. .E.C. ..0. , E.C..- .E.C. R.C. P.C. F.E'.C. F.E.C. F. C. E. F.E.C. E.C. .C. 60 61 82 63 64 65 65a 66 66a 67a 6 69 120/1/60 120 1 60 120 1 / 60 208 1 80, 120 1 60 1 208 3 80 8.4 4.79 1.6 29 6.5 1 .9 1 1 2 1 4 1 2 0 62 63 64 63 64 65 65a 68 66a B7a 69 S S CHICKEN SW W NTEGRAL SPLASH GUARD MEAT GRINDER MEAT SLICER MEAT TENDERIZER VEGETABLE PREP SLICER CONVEYOR PIZZA OVEN PIZZA OVEN TABLE PIZZA MAKE-UP PI DOUGH R WALK-IN FREEZER STAINLESS STEEL FABRICATOR UNIVEX HOBART UNIVEX LINIVEX STAINLESS STEEL FABRICATOR DELFIELD HPRO PIZZAPRO INIERNA710NAL COLD STORAGE 65 66a 66a 67a 67 69 70 R.C.G.C. R.C. R.C. R.C. P.F-C- G.C. G.C. G.C. IF.E.C. .C. .C. E.C.P.C. E.C./P.C. E.C.7oh 70 70a 70b 208 3 60 208 3 60 208 60 23.7 12.9 12.9 3.0 2.0 2.0 70a 70 70a 70b 70h WALK-IN COOLER WALK-IN BUTCHERS COOLER WALK-IN BAKERY COOLER FREEZER COOLER LIGHTS & DOOR HEATER RACK INTERNATIONAL COLD STORAGE A INTERNATIONAL COLD STORAGE INTERNATIONAL COLD STORAGE INTERNATIONAL COLDSTORAGE. AMERICAN FOOD SERVICE CO 70b 70h 73 73 74a '. " • 71a 73 74 74a 77 CHICKEN HOLDER RACK W/DLINNAGE SPEED RACK WIRE SHELVING - 1'-6'x 3'-0" WIRE SHELVING - 1'-9"x 3'-0" WIRE SHELVING - 1'-9"x 3'-8" POTATO TRAY RACK NEW AGE INTERMETRO INTERMETRO INTERMETRO NEW AGE 1505-CL 1'-6"x 3'-O' ' 1-9"x 3'-0' 1'-9"z S-6" 7331 1 1 " END LOADING MODEL M461 F.E.C. F.E.C. F.E.C. F.E.C. F.E.C. F.E.C. F.E.C. F.E.C. ... F.E.C. F.E.C. 71a 73 74 74a 77 . r • * * f 77 • REQUIRES 5 MARE NECESSARY80 79 82 83 _ 83a 83b 79 79a 80 OVEN ROOFER UB-ES 5 PROOFER C775 S S WORK TABLE W OLYTOP NEW AGE NU-VU METRO STAINLESS STEEL FABRICATOR UB-E5 5 C175-CBN 2'-4'x 3'-6' F.E.C. F.E.C. F.E.C. F,E.C. F.E.C.' F.E.R. E.C. E.G. 79 79a 80 20 208 80 120/1/60 42 18.0 SE REMARK SEE REMA •�]� -•-• _ T ea =' y1 . + � `^•� O--• f_ a aU 83 83a DOUGH DIVIDER W ORT. STAND MIXER 20 T. MIXER D TCHESS HOBART HOBART BMIH-36 W STAND 4-436-0072 ! D-340 A-200 4"x 30^ SHEET_ F.E.C. F.E.C. F.E.C. F.E.C. : F.E.C. F.E.C. F.E.C. 'BA E.C. E.O. 82 83 8 636 208/3/60 120 1 60 1 0 6.8 9.8 1 1 2 1 / 2 • * • • * ELECTRICA CONTRACTOR TO CUT CORD 0 LENGTH &PRO DE PLUG C P S. 83b 4 20 T. MIXER TABLE TS STAINLESS STEEL FABRICATOR KS2" 3 4 180 3 4 1 1 2 1 1 1 2" 1" ` 2 1 2" 3 * " SINGLE POINT CONNECTION a FACTORY CONNECTIONS ELEC. CONTR. TO PROVIDEELEC SHELVES TO BE SLOPED 2 : 3 4' CW eo A E.C. MANFR. CONN. FROM DISHWASHER T SWITCH BUILT M TO TABLE AND SOLID SURFACE- 3 4' HW -PLUMBER TO INSTALL FRANCHISEE Fl% DRAINS PRE -RINSE'- TYPE HANDLESALL FIXTURES. 6 89 F.E.C. F.E.C. H.C.. F.E.C. F.E.C. F.E.C. F.E.C. F.E.C. F.E.C. T.T. F.E.C.' M.C. F.E.C.'. G.C. F.E.0. P.C. F.E.C.FE P.C. .C. M.O. .C. P.C. E.C. P.C. .C. 8 B6a 88 89 896 89c 90 91 92 3 80 58 2 Ag'86a 88 89 896 89c 0 91. 92 DISHWASHER DISHWASHER SIDE LOADER DISHWASHER HOOD CLEAN DISH TABLE ISH WALL SHELF TABLE IJMIT SWITCH DISH SHELF CLEAN91 POT SINK - 3 COMPARTMENT T S S SCRAP BASKET DIRTY DISH TABLE HOBA T HOBART CAPTIVE-AIRE SYSTEMS INC. STAINLESS STEEL FABRICATOR HOBART STAINLESS STEEL FABRICATOR STAINLESS STEEL FABRICATOR STAINLESS STEEL FABRICATOR STAINLESS STEEL FABRICATOR C-BBA W OP -RINSE SL-30 SEE SHEETS V1 &.V2 9'-0" 92"x 98" L-SHAPE E I 2'-0" 6'-0" 4 SHELF UNIT 2'-9 3 4'D.x>9'-0"W 3-COMP. CUSTOM 75 x 114 - L-SHAPE 52290 WASTE WELL DOLLY 20 1/24 " 89b 09C 90: 92 2 -ea. 3 4" CW 2 ea 1 2' CW 2 ea. 3 4' HW 2 ea. i 2' HW -,P.C. TO INSTALL PRE -RINSE FIXTURES &DRAINS t2 F.D. 2 1 R LI 1" R LEf 2 4 00 00 + • E P U ING D 120 GAL. STORA TAN 94 95 95a 993 95 95a -95c Cl FAN GI ASS DOLLY RAQW CAN WASH OP SINK A EA BR D O D I 120 GAL. W.H. STORAGE TANK EXPAN 10 N LF S A H R BOOSTER R H A R H T VOLLRATH JOB BUILT BY GENERAL CONTR. 8 AD 0 D PO TI BRADFOR FlE A LESS STE B IC HA C -10 L-3 O' 120 GAL. ASME JACKETED 1 x C- 7 0 0 F..C. P.C. P.C. .C. P.0 94 95 95a 9 12 1 0 2 .5 5. 3 4 1 1 2` 95b 9 c 3 4 Ell •" 06. S BY GENERAL CON -:SEE ALSO PLBG. DWGS &SPEC. CTION 10155 SHEETSP TOP- WILSONART 'VERDIGRIS 208-60 WHITE SINKS 100- 100 101 1 2 10 WATER CLOSET URINAL LAMINATE COUNTER W ROP-IN. 51 KS I To SEE PLUMBING SEE PLUMBING EE CLIMBING 61" LONG x 25' DEEP P.C. P.C. G.C. P.C. P.C, G.0 IX BY P.0 G. G.C. P.C. P.C. P.C. 700 101 102 10 1 2 4. 01. Revisions 3 4 1 1 2" 2" 1 1 2` P OVIDED FOR FR NCHI 02 1103 - THRU ADDENDUM "A" 1 �2���6 105 106 tOs 105 107 108. TOILET PAPER HOLDER MIRROR ®LAVATORY BABY CHANGING STATIONKOALA HAND TOWEL DISPENSER_ FULL HT. MIRROR BEAR CARE T-6" W x 3'-0" H 35"x 4"x 20" 1'-8' OPEN HORIZ. MT. V-4" IN x 2'-6"x5'-0" W SOLID TOP 0 GLAZ. C. O 0 F.E.C. G.C. GLAZ. C. G.C.. G.C. f G.C. 105 106 10708 108109 111 2 __ _ MOUNTS 40' A.F.F.AFMA PER ADA -RE REQUIREMENTS. 108 111. 11b 1112 Q2 HEALTH COMMENTS 5/21 /OS PROVIDE w SOJD TOP ELF 'S4' POSTS 111 111b 112 114 116 SERVER STATION COUNTER 1 - 'UN 4'-0" w SOLID TOP WIRE SHELVING 2 CUP RACK SHELF SERVER STATION COUNTER A IS _BASE_ N INTERMETRO INTERMETRO STAINLESS STEEL F BRICATOR INTERMETRO 2'-0'z 4'-0" w SOLID TOP SHELF 1 -9"x 3'-5" V-6'x 4'-O' W OUD TOP ", " T F F.E.C. F.E.C. F.E.C. F.E.C. G.C. G.C.. PC. 111h 114 114 7/28/08 115 1 1' • C. CONTR. TO PROM ID E SHOP 4 CITF.l0OMME$TAinA11/5/09 a CITY COMMENTS 1/5/09 E CORD &RECEPTACLE FOR PLUG-1N CONNECTION J-B ON BAKERY T. AR MAX. 25 0'A, 118 1 ICE CREAM MACHINE TAYLOR 339 SHEET F.E.C. ..C:. E.C. 118 08 1 6O 21 16 M.C.A. 1.0 1.0 " ICAL PLAN, AMPS BASED -ON BAR MANES. SHOP_Q= - 121 • * GEN. CONTRACTOR TO i STA R 0 -SEE SH ET V3. 121a 121d 1 7 c 121d HOT BAR CUSTO COOKING HOOD 36" CUSTOM COOKING GRIDDLE CAP VE-AIRE SYS MS INC. GARLAND SEESHEE S Vt &. V2 4-8 x - ED-36G 36" H.C. F.E.C. .. F.E.C. MiC. C. PC. 121c 121 208E 60 28 ------ - • +COOKING 3 PROJECT DATE 04�02/OH 123 124 124b 125 125be 125 HIGH CHAIR 30x 30 TABLE ASE 2 SEA 30x36 TABLE ASE 2 SEAT BOOTH 3Ox42 TABLE ASE 4 SEA Ox48 TABLE ASE 4 SEAT B00 30x60 TABLE BASE 6 SEA PRINCE CASTLE INC. VARIES. VARIES VARIES VARIES VARIES 2446 ;KS LAMINATE: NEVAMAR. EDENWO LAMINATE: NEVAMAR EDENWOOD LAMINATE: NEVAMAR EDENWOOD LAMINATE: NEVA AR EDENWOOD LAMINA NEVAMAR EDENWOOD .BUILDING SIGN - SEE RIGHT ELEV. SHT. AS F.E.C.. F.E.C. F.E.C. F.E.C. F.E.C. F.E.C. F..C. O F.E.C. F.E.C.. F.E.C. F.E.C. F E.0 F.E.C.FC F.E.C. S.C. S'C. .. 123 124 124b 125 i 126 128 132 1 0 1 60 18.4 OBTAIN CURRENT SPEq OBTAIN CURRENT SPECI OBTAIN CURRENT SPECI CATIONS FROM GOLDENCORRAL CORP, CA ONS FROM G EN CORR L CORP. CA ONSFROM GOLDEN CORRAL CORP. 124 125 - 128 OBTAI -CURRENT SPEq CA ON FROM G - CORRALCORP. DRAWN BY CDK�KEW TAIN CURRENT Ed CATIONS FROM GOLDENCORRAL CORP. 132 12 132 RESTROOM SIGN EXTERIOR SIGN - CHIMNEY VARIES VARIES BATTERY BACKUP.- 1 9V AITERY 134 CHECKED. BY GIRL 134 EXTERIOR SIGN - ENTRYSAFE CVARIESINCY "283020 O O MAR.. G.C. MFR. 13 13 40 120 1 60 0.375 134a 135 134a 1 5 135a 138& KEY BOX KELEP ONE TELEPHONE 0 SERVER UNE MINI BLINDS VARIES VARIES TEKTON _ 2-UNE SPEAKER 2-LINE CORDLESS DAY STAR PEARL COLOR - - O O 0 0 F G.C. 0 O 13 1 1 120/1/60 1 135a GEN. CONTRACTOR TO ROMOE MEASUREMENTS IN WRITING &: ORDERBLINDS WEEKS PRIOR TO INSTAWNG. 138 Sheet NO. F /'1, L _ I.G. FRRECEP 1x3 LED R NDER SHELF'FOR. SUPPORT 140 140 741 142 AGER PC WORKSTATIONDELL- WOOD SHELVING LETTER BOX WOOD SHELF W OD CLOCKTIME AMERICAN SIGN ON 24"x 24"x 12" APPROX. SEE F3 1 x 1 -0 x. 10*-30 '- 'x 3'-0' ASR42 3"x 3"x 2' G.C. S.C. G.C. O 0 F.E.C. GC. G.C. G.C. G.C. G.C.. M.C. G.C. E.C. 1 1 1 1 148 148 1 120/1/60 13.8 3 4 - .PROVIDE GEN. CONTRACTOR TO ROVIDE SHELF. 141 ' 142 A N M CORRAL 143 ,. 144 TO CELo DOOR SNATCH 8Y ELEC. CONTRACTOR 146 144 146 148 TIME CARD RACK AIR CURTAIN S S CORNERGUARD BERNER STAINLESS. STEEL FABRICATOR MOUNT HARD SEE SHEET F7 FOR LOC TION 148 Wg Jan W. - am Z: EQUIP. #134 SAFE STL L6"x 4"x 1/4' SAFE w ATTACHED PRE -DRILLED AROUND BASE OF SAFE - ANGLE and BASE R ANGLE 28x 38" EDGE w/PRE-WELDED ANCHOR BOLTS (PEERIMETERR ) OF ANGLE. & HOOKED REBAR SHALL BE "`IJJJI FABRICATED/SUPPLIED BY THE SAFE MANUFACTURER. 3/4"0 ANCHOR BOLTS FASTENED THRU HOLES PRE -DRILLED BY SAFE MANFR. BASER ANGLE TO BE SHIPPED 3/4"0 ANCHOR BOLTS TO SITE PRIOR TO MAIN CONC. WELDED TO TOP OF SLAB POUR TO FACILITATE ANGLE BY SAFE MANFR. SETTING R INTO THICKENED SLAB BEFORE SAFE IS INSTALLED. #4 HOOK REBAR x 8"x 3" - WELDED TO UNDERSIDE OF ANGLE Q; =- 28"x 38" STL. L5"x 1 1/2"x 1/4" (OUTER EDGE OF ANGLE TO ALIGN w/ANGLE ON SAFE) ¢• / #4 REBAR SET IN CC. SLAB AROUND PERIMETER OF OPENING a \ •� a •• -- e. <. \ A. . d . . e 9' .. d a� e ' ' 4" SLAB IN PLACE PRIOR "a a •h . ' TO INSTALLATION OF SAFE. 1 SAFE #134 INS I ' F3 SCALE: 3/4" = 1'-0" #4 REBAR CONT.. EACH WAY - SEE DET. 1/F3 — — �- ! - -- --- - -- ----- _ ___ __ _-rr _____ cV ,, —ram T-1 .-.-...-- �i • T H 2x STUD WALLS 0 OFFICE, TYP. o R OF 3/4"0 ANCHOR BOLTS, TYP. r D EQUIP. 1134 SAFE SHIPPED w/STL. I r I I 1" L6"x 4 x 1/4" WELDED TO BASE OF t »+ 31'-8»• t "• ; 1/8H SAFE BY MANFR - 28'x 38" EDGE (PERIMETER) OF ANGLE. ;; I 1 /2" +; - I ; Q; _ .D i N I a= [n 3/4"0 ANCHOR BOLTS FASTENED H I I ; THRU HOLES PRE -DRILLED THRU STL. ANGLE BY SAFE MANFR. I I II 3 #4 HOOK REBAR x 8"x 3" WELDED TO UNDERSIDE OF ANGLE ,, EDGE OF OPENING IN DEPRESSED I I I I D--i-- = D SLAB TO RECIEVE EQUIP. #134 SAFE EDGE OF THICKENED SLAB I o I I BELOW, TYP. - SEE DET. 3/F3 - -H __ _ ____ f_ -� 'TT n TT L - II PLAN DEPRESSED SLAB FOR SAFE ------------------ F3 SCALE: 1 1/2" = V-0" 05\05125\F3AAR4.dwq Jan 9, 2009-10:24am A 3/4-0 ANCHOR BOLTS WELDED TO TOP OF ANGLE BY SAFE MANFR. FILL DEPRESSED SLAB AREA AROUND SAFE w/CONC. AFTER, 28"x 38" STL L5"x 1 1/2"x 1/4" EQUIP. #134 SAFE BY MANFR SHIPPED ATTACHING SAFE TO BASE It. (OUTER EDGE OF ANGLE TO ALIGN w/STL. L6"x 4"x 1/4" WELDED TO w/ANGLE ON SAFE) BASE OF SAFE BY MANFR - 28"x 38" » EDGE (PERIMETER) OF (ANGLE. #4 HOOK REBAR x 8"x 3" - WELDED TO UNDERSIDE OF ANGLE I I{Ff R CONT. EACH WAY - SEE DET. 1/F3 L_ 1------------------J r- — —. { — _ — — — — _. — — — — — — — — — , a ------------- ------------ d a. ''.> • II G �s I- " " II r. 24-. -- ----- L - - - - - - -- a t %.� d' d d / o d a d d ' . 04 d d 4 a ;' n d ' 4. d 3 CLR. SECflON a. DEPRESSED d ". a SLAB FOR a v F3 SCALE:1 1/2" V-0" a ° a FURNISHED BY OWNER INSTALLED ON SHELF PROVIDED BY G.C. MN - - 2x STUD WALLS 0 OFFICE, TYP. EDGE OF FOUNDATION, TYP. /5 RATE CONT. FOR TRAY WDE 2" 3/4- X 3/C FRONT UP PAINTED b I i7 � o 2 -4" 3' 56 S/S PLATE C FOR TRAY SL - _ 77 t PLAN VIEW 2'-1�" i N INI SCHEDULE: ULE: Steel Lamina NRS_= Natural Stone SLS = Solid ;surface TILE = Tile S A = Ide Stone S S =Stainless Ste CVB = Cove Base STN = Stone BRK = aminate =Sheet Metal PNT = Paint PLL001 TOP - FORMICA #3518-46 FLINT CRYSTAL PLL002 WILSONART #7909-60 FUSION MAPLE PLL0031 WILSON ART 07919-38 AMBER CHERRY 3LL00' " x " STWSTL TRIM MOUNTED ON Ir 818 LESS W/ GALVAMMED TOE lack PLL COVE IE Elf ER8 CASHIERSTATION FRONT VIEW —2-108" � N® OpRRECt10N�'Noiz� XpAs A 10 ANy S OC10RS THAN® S118 JO RED 54 1NG 10 REECES P ppl1C0Eg' A51.E CO CONVpIy w JO CASHIER _STATION LEFT SIDE VIEW ,5 W- 000 CASHIIER STATION REAR VIEW 10" b r � S 8" 'v i - 1 A GC11 M.8.0 FRONT SERVING LINE w Scale: 1/2" = 1'-0" �) aU �2_2»� PLL00N 3' 8" O.D. E PAN—i m U U U U U U U u L A% r I 0 i 6 f OPEN FOR TRAYS 6" TREATED BASE 0 0 N PLL02 — - CASHIER S AXIIO RIGHT SIDE VIE fli OD a - � n = N w DO) W U�)1 QQ iI P Fy a 0 N° N p 0 C LO dca,n Yv VOn W � z On C3 �o m Ec �oW Um `ro � d �L m roo 0 do a z ti ® DOum U, N 6 U 0 �j UIft y Y. F ]T.' W L m a�gi�„€ 0 UyL U ® 2%m§d�3WUZWyj 1jCJ��F Up 0�nz;z& c4F��wpLL �dZa �orc� �ZoZi O�¢w Oy m� aj6W 20w Fy��H�K�KK�K8ZO-ZO61(J0OZ K� CiO ��ZWZ�F�(JFWW N � FOW Zri00ri}O '1i '000ZoZi�d�oaa �ao� Ce SU OO6�U6 NL5�ZWZ a ¢p,V1Z2KZZW3 O I �apKpK 44�M1'SFO OK3(r ~O LW 406F NU U0�002 TF 00 00 ® Tn a 0 f' Z U 0 a� U` • ® o� OO W OV) U z N Z o(�l �J w� J N }..: LC Z Ur 0 ® AIL W� Z c UU) a1 a cs rL c�i v W 0 Q 1 DATE: 3-27-08 SCALE: 1/2-4-0" DRAWN BY: KS CHECKED BY: SUBMITTED BY: PROJECT / PRODUCT 000000 / 00000 SHEET NO. II Z4A,30 U-JILt THIS DRAWING IS PROVIDED FOR 1LFERENCE ONLY. DETAILED SHOP DRAWINGS SHOWING BAR CONSTRUCTION, LOCATION, UTILITY LOCATIONS, DEMANDS & CONNECTIONS SHALL BE PROVIDED BY BAR MANUFACTURER AND USED IN CONSTRUCTION. GENERAL CONTRACTOR SHALL COORDINATE THOSE SITE SPECIFIC BAR SHOP DRAWINGS WITH ALL OTHER CONSTRUCTION DOCUMENTS IN THIS COMPLETE SET INCLUDING SIZE AND LOCATION OF ALL UTILITIES AS WELL AS LOCATION OF BARS, CURBS AND SUPERSTRUCTURE. ALL CONSTRUCTION SHALL MEET APPLW'ABLE REQUIREMENTS OF STATE AND LOCAL CODES. Revisions THRU ADDENDUM "A" 1/20/06 UIIIWTE 10 OUT STANDAG 7/28/08 4 CITY COMMENTS 1/5/09 PROJECT DATE 04/02/08 DRAWN BY CDK CHECKED BY GIRL Sheet No. F3 Project No.05125.00 TAYLOR ,339 ICE CREAM MACHINE 208 VOLT 1 PHASE TAYLOR #339 ICE CREAM MACHINE 208 VOLT 1 PHASE GFCI RECEPT GFCI RECEPT GFCI RECEPT GFCI RECEPT 11 M.7.1 STRETCH T W / SUPERSTRUCTURE DRAWN: 12/30/05° BY: T. BAKER L-1 L-2 L-3 84 76 66 2 Q230 Q215 100DWELLS UNTS 2a 10 za Q115 COMPRESSOR Q230 '° 24Q115 COMPRESSOR 10 Q120 18 Q115 COMPRESSOR t0 Q1 20 — ol6 Q1 20 GFCI RECEPT Q120 160 BLANK Q120 6 BLANK BLANK BLANK BOX NO. SIEMENS ITE LOAD CENTER SCHEDULE BOX SIZE: 1581/2" x 25U1/4" CENTER1 SYSTEM: 120/208/30/5 WIRE 18 POLE, 150 AP BAKERY / DESSERT BAR W/GRND BAR KIT W/LUG MINIMUM WIRE FEED: 2 GA SERVICE RATING PER NEC GOLDEN CORRAL 11 M.7.1 STRETCH ELECTRICAL REQUIREMENTS BAKERY SUPERSTRUCTURE AMPS VOLTS CIRCUIT #1 SPOT LIGHTS 5 120 0 I N I to => I n� I ND �01 ` 2'-2" KOADCENTER El rn V I n (1) COMER FOR (2) COLD PANS STAINLESS STEEL PRSO COMPREESSSORR COUNTERTOP SPACE FOR ICE CREAM MACHINE TAYLOR 339 208V/1PH O ` 1 I 1 ' F0_ 00011 DO o 5'-0" OPEN BASE FOR N N LI EQUIPMENT BY OTHERS O O OII 0 POI L====Ji 7'-14" 1Ya" ' RAISED DISPLAY S F V 20'-5j" 11 M.7.1 STYLE FULL -SUPERSTRUCTURE BAKERY/DESSERT BAR I MINIMUM WIRE FEED: 12 GA FILE:. DRAWN: 12/19/05 BY: T. BAKER 3,, 4 3„ 4 3 4 4 Mld _ f I- 3" I --j 98., 1 � I TYPICAL SUPERSTRUCTURE SECTION SEE SHROUD DETAIL rnuwwr COLD PAN SWITCH COLD PAN SWITCH RECEPTACLE LIGHT SWITCH LIGHT SWITCH 14" RAISED BAKERY DISPLAY�� \\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\ OPEN OPEN \\\\\\\\\\\\\\\ REMOVEABLE PANEL REMOVEABLE PANEL REMOVEABLE PANEL ELEVATION A r LIFII FRP BOARD FINISH AT WALL INDICATED ONLY REMOVEABLE ELECTRICAL PANEL ELEVATION C SOLID SURFACE COUNTERTOP FRONT EDGE M 0_ d- +) CND 0a Z� E_ � � 00C'4 Oo tb I� ram, o U)CD CD ti `a U2 - CN �a 1 U m o Li. CN m 11 m 0 �X I U E OCO� a �s w m r7 f m N a Oc �o ZD O w H N UD_Z f2€ 3Wa w0 m Q O rao'dg g � o o M�0'0 A�„WF r � ow;rwco.>zo �o . mom cFao•oN 0 wC m €INVo z oow m � d' � o <$�S6 o Q WW Ww E � ® 07um�s�iowiaiamo ci f1'j Z >E wxz Saw<Yw o rW` M Q W z mp N ¢pY �- 21�N1�3�j� ��IF,NI�3((j{B fZZS V V V O 09 K W S U F� - Z� V1Z W 3 h U x waz�$$zrcow v � r �a oaFTWoc>o3 oozy Li M O ^OY awe 00 n E ® 0 E om 01 a mz O a LaW H (If H ; vv�i Q �/tl�gj +�� *— J ELI p W n Lu 50 • . f~li ; b Ed Z r 0 Z C.)p �� m a 0 3 Z CC Q = O C f-- m v 3 N J � � o `o UJ i w o w Cl) m o J � JILL. 40 ~ 3 ET o T o 0 ■■■� F Revisions J THRU ADDENDUM "A" W d DATE: 11-20-05 SCALE: 1/2 ))= 1 1-0° DRAWN BY: KS CHECKED BY: SUBMITTED BY: PROJECT / PRODUCT 00000 / 00000 SHEET NO. M-TWO 1/20/06 PROJECT DATE 04/02/08 DRAWN BY KS CHECKED BY Sheet No. F4 2005\05125\F4AA—NON—Modular.dwg Apr 4, 2008-4:04pm INTERIOR ELEVATION HOT BAR VIEW "H" HOT BAR VIEW "J '.. '. 7•\9M15\nrl)r\F5AA-NON-Mnriulncdwn Anr 4. 2008-4:04DM INTERIOR` ELEVATION 11M.7,1 STRETCH INTERIOR ELEVATION HOT BAR -VIEW "K" Project No.05125.00 u1 r Q � M a <r m Z N ZP M V�cr) Uo zA o >z� 0 ow O Q ![ v` n V W ®¢L U C7 6p N ¢M Ca CN C-' 4J b upi. p Q CJ U m ') NP � >< Mp F v w O N �% N G 00 w m r� O LJ y N UQ_CD wz 60w31. w O Y S 65CD 46Ozzzrc 0-9:CL OcZ JW€�7�ZF Z�FI/1� ® �,*OW2C30W W-gS� N01 WW,a Way¢ZFgFd .O��o�`'mp�prcw E Ln gm miinn�s�6 cZ}ioffizo ow C ¢ Lij W1-w26�p�O 6-F� E E~N ® 0� &3s�ZK2 owz�ZOZ zamo¢ y W 2€ O W 6 a W 0 0 c� MQ w zm�'s=��c�ia'6a'yjg v aa� �F�ffl of #mo 0 WW 4W6qq��¢¢60Z61-W v L- ..:.:.ice! Ft aF.25 cioiooz� o m� FN Oe a � In m N 0 O JO� Z LL QO _ OQ \> a� H 0 W m �J w ) o z vi a O C) U o � t Z �+ U2. 3 cc cc =� m w� `o = Ru O c p = Z o W r VJ � J 0 � LL p 0 T _ r~ DATE: 11-19-05 SCALE: 1/4 I$= 1 1 -0" DRAWN BY: KS^ CHECKED BY: SUBMITTED BY: PROJECT / PRODUCT 000000 / 00000 SHEET NO. M-ONE Revisions THRU ADDENDUM "A" 1/20/06 PROJECT DATE 04/02/08 DRAWN BY KS [CHECKED BY Sheet No. F5 Proiect No.05125.00 11M.7.1 STRETCH W / SUPERSTRUCTURE ELECTRICAL PANEL "A" W. T. ew L-1 L-2 L-3 30 26 20 GFCI RECEPT Q1 20 10 Q115 COMPRESSOR ,p GFCI RECEPT Q120 to Q115 COMPRESSOR m GFa RECEPT Q1 20 Is Q115 COMPRESSOR p BLANK Q115 COMPRESSOR „ BLANK BLANK BLANK BLANK LOAD CENTER SCHEDULE BOX NO. SIEMENS ITE G7 7 "xi SPTI 01 CENTER " ,� BOX SIZE:15 1/2' x 19 1/2• x 4 1/47 PANEL A SYSTEM: 120/208/30/5 PARE 12 POLE. 125 AMP H'/GRND BAR KIT W/LUG COLD BAR MINIMUM WIRE FEED: 8 GA SERVICE RATING PER NEC GOLDEN CORRAL 11M.7.1 STRETCH ELECTRICAL REQUIREMENTS COLD SUPERSTRUCTURE 'A' AMPS VOLTS CIRCUIT #1 SPOT LIGHTS 5 120 MINIMUM WIRE FEED: 12 GA DRAWN: 12/30/05 BY: T. BAKER 11M.7.1 STRETCH W / SUPERSTRUCTURE ELECTRICAL PANEL "B" 0WViIW L-1 L-2 L-3 41 43 30 (22EYERB�ER) 208 RECEPT (2 EYE BURNER) 2 - 208 RECEP78 (NOT WEUS) Q225 1e Q215 1 WELLS 1 DUNT COMPRESSOR =PRESSOR 0 10 Q225 0115 ,. 10 BLANK 10 Q215 Q115 ro BOX NO. SIEMENS ITE LOAD CENTER SCHEDULE BOX SIZE:1GII 5 1/2 z 1911 /2� 4/4R PANEL B SYSTEM: 1201208/3015 WIRE 12 POLE 125 AMP W/GRND BAR KIT W/LUG COLD BAR MINIMUM WIRE FEED: 6 GA SERVICE RATING PER NEC GOLDEN CORRAL 11M.7.1 STRETCH ELECTRICAL REQUIREMENTS COLD SUPERSTRUCTURE 'B" AMPS VOLTS CIRCUIT #1 SPOT LIGHTS 5 120 MINIMUM WIRE FEED: 12 GA DRAWN: 12/30/05 BY: T. BAKER 3'-2 1/2" oe Ral N•o.LL■ml■. 120V RECEPT. 75'-1" STRETCH SUPERSTRUCTURE PLAN V EW — —m 13'-2 5/8„ I AFC TO PROVIDE WOOD PANELING WITH GRAPHICS AS PER ORIGINAL DRAWINGS BY AFC INSTALLATION TO BE BY OTHE _ 1� RUSTED TIN BY OTHERS I II NOTE: OWNER TO CUT TO FIT II FACE OF FACIAL PANEL TO EXTEND OUT AND INSTALL AT JOB. m OVER FACE OF CABINET BASE 3". (BY SITE 24 7 16" w II OTHERS) cMy "� II THIS PANEL TO BE INSTALLED AFTER BAR INSTALLATION IS COMPLETE BACK AND INTERIOR OF SNEEZEGUARD BOXTOBE FINISHED WITH WHITE. t y II II WD. TRM TO BE — SUPPUED AND \ c BY M� ArrEER By s, . AFC TO PROVIDE SNEEZE GUARD °O BOX IN 3" 9 1/ BOX WITH THE FOLLOWING r' X 7.SUPPORi ARMS SILVER LOOK. o 2. U-CHANNEL - SLIVER LOOK. m 3.2x4's FOR SUPPORT IN m f7oo_� STRUCTURE BY AFC - �j CONNECTION TO BE WITH w ALL -THREAD RODS WITH LOCK Ci 00 WASHERS AND JAM NUTS TYPICAL z r EACH END OF ROD. -0" ' 4. PROVIDE TRACK AND LIGHTS. M w 5. GLASS TO BE CUT AND FlTTED IN I 5 io PLANT. GRAPHICS � . 1/2" x 1/2" SS TRIM V-8^ VENT TYPICAL COLD/SOUP/POTATO SUPERSTMIURE SUPPORTED FROM CEILING ELEVATION A P D WORK THESE PLAN AND ALL PROP S O CTIONS AND SUBJECT TO ANY CORR nenUIRED BY FIELD INSPECT ER TO T MAY BE NECESSARY IN OR E CODES. S/S RECESSED SHELF COMPLY WITH ALL APPLICAB I I COLD PAN COMPRESSOR ON/OFF SWITCH RECEPTACLES RECEPTACLES APPROX. LOCATION OF COMPR SWITCH RECEPTACLES COMPR SWITCH COMPRESSOR COMPR SWITCH COMPR SWITCH � — IIT 1,IBI1R�IB�,A 0] DOOR DOOR \ I OPEN OPEN OPEN OPEN \ OPEN OPEN OPEN OPEN OPEN OPEN OPEN \ N i.I cV-- N \ 1'-2 5/8" 1'-81, V-8" 1'-8" 1'-8,. \_ ELECTRICAL PANEL A ELECTRICAL PANEL REMOVEABLE REMOVEABLE REMOVEABLE LOUVERED PANEL REMOVEAN LOUVERED PANEL LOUVERED PANEL VENT PANEL VENT PANEL VENT PANEL VENT PANEL INTERIOR ELEVATION VIEW "G" VIEW "F" i INTERIOR ELEVATION VIEW "E" INTERIOR ELEVATION VIEW "D" INTERIOR ELEVATION VIEW "C" INTERIOR ELEVA ION VIEW "B" i INTERIOR ELEVATION VIEW '$A" Z:\2005\05125\F6AA-NON-Modular.dwq Apr 4, 2008-4:05pm F- cD w S C� Z J w C.) ,1111111 1Im 7.1 1/4" PLYWOOD GROOVED ON 4" CENTERS" • GRAY STAIN-SHERMAN WILLIAMS S64XX-A1013-7364 1k \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \Z\\ jV-8" VENT F=7 =I VENT V-8" VENT COLD BAR — FRONT �m T N n` M LJ N N P C,400 6Vd Zcy LLJ V DO � p� � E P •C�TI s m 0 a W F— 07 V (n o �.../ ¢ ;n � cc,) O �I NET —I 04 o ¢ C14c3r 0 m U R � C5 In 4)tF W o `n rnJ1 A W OO P-) I� ® N 6 O OOW a z in c aa goZSg- Ln mNm�61�JOW UO O c r Crw Cr W�°�sI��a�M Qwx E �^Fy,Y f ® m�'53K'oWiaO�WamO U r^`Y MF I ImK SVUQ W itO ����Sa1�('�3jmNyV(=Frm U <pW- �wo awrc ro oir ao22 >E204�NU Um�002F O l� O F� on C O wr O P c U 16 ,® m d� Or 0 D7 c �+ c r. O 0 F- cZ ao 111 d c 3 ® W \W y ® cr c �J Ow a 2 = m oz Z F- 0 -' Q ® ® o a =3 H 3 cc Q o rn C o (n ® U "v W CL J 0 c U CL =3 T] W a N c o T �, C.), a Io � C U r L-m k� c .3 d PROJECT DATE 0 04/02/08 DRAWN BY y Sheet No. DATE: 11-19-05 SCALE: 1 �4 DRAWN BY: KS CHECKED BY: 000000 / 00000 SHEET NO. M-ONE-B - K G D I " CMU CURB - LAYOUT PER aBAR CMU CURB -LAYOUT PERTEMPLATE PROVIDE BY BAR `YTEMPLATE PROVIDE BY BAR MFR. STARTING FROMMFR. STARTING FROM WORKING POINT. FINISH TOP OF EXPOSED i � CURB WITH BULLNOSE TILEWORKING POINT.TO MATCH TILE BASE LCMU CURBTEMPLATE I MFR. STARTWORKING PW.P._� W.P.I- - -L-19'-0 7/8"I -- a b, 17'-O 5/8" \ 10'-6 3/8" FACE OF STEEL COLUMN, TYP. FACE OF STEEL COLUMN, TYP.- 02 _ _ 1 11 01 H E C 1BAR BASE - - - CABINE.T CMU CURB LAYOUT - 6--- - ALL NOTE ARE FROM FACE OF EXPOSED STEEL COLUMN TO FACE OF F"7 SCALE: 3/16" = l'-O" CMU CURB. SEE BAR MFR. FOR CURB TEMPLATE W/FULL CURB DIMENSIONS. (Kl n n n JMX� A ILL r `_ 1 IN CABINET LAYO N ll'-11/4" 6" 5-7" —FACE OF STEEL COLUMN, TYP. L PROPOSED WOW THESE PLANS AND AND SUBJECT TC ANY CORRECTIONS - -—E61411RED BY FIELD INSPECTORS THAT` MAY BE NECESSARY IN ORDER TO NOTE: O COMPLY WITH At L APPLICABLE CODE' ALL DIMENSIONS ARE FROM FACE OF EXPOSED COLUMN TO EDGE OF COUNTERTOP. SEE SHEETS F3, F4, F5, & FB FOR MORE SPECIFIC BAR DIMENSIONS. ALL DIMENSIONS SHALL BE VERIFIED WITH SITE SPECIFIC BAR SHOP DRAWINGS PRIOR TO ANY CONSTRUCTION. Project No.05125.00 EDGE OF COUNTERTOP ABOVE — — — -- OUTLINE OF BAR 6�Ra CABINET ABOVE � 4Hx6Wxl6L CONTINUOUS 1 1 CMU CURB SEE 1/F7 FOR LAYOUT 1 1 - BAR LEG - SEE 6 3/4" 1 SHOP DRAWINGS 1 BY OTHERS 1 1 TILE BASE- SEE 'L�� ______ SHEET A3 5 5/5" VARI 1 1 16- 1 1 SLOPE',1/4" ftT. 4 1: < LEVELING TEE PER BAR _� i • MFR. SEE SHOP DRAWINGS BY OTHERS i1 n TILE FLOOR - i 1 T1LE FLOOR - SEE SEE SHEET A3 if=1 SHEET A3 i INSTALL LEVELING i s FILL EACH W/ CONC. N COMPOUND TO PROVIDE m 1/4"/FT. SLOPE TO FRONT s �� EXPANSION ANCHOR W/ ® u OF BAR (TYPICAL UNDER m y ALLBARS 3/8"0 THREADED ROD ® q z� 4'-0" O.C. - MIN. OF 2 `V WATERPROOF MEMBRANE ANCHORSECTIONS PER ANGLED ® r (LATICRETE 9235-SEE SPECS) TURN UP FULL HEIGHT OF CURB. ®� put I a N CURB SECTION �7 SCALE: ti orn dm 1n Oo N W- 5�OOb� 9'-41/2" 6'-1" 10'-9" O C gdFx=]'aan�icFi6 �KKy �H••9. �W ZwOWO ORDER 2 ORDER 1 „agag 102B 105 _ __ _ f_ ZN bim 5il OV U�WO 2 F€Ns� 3806w WZW6 p < 3�S69. w,- -- c>mo oiL�o p p O �3s3wo€cwa�wm e r jZ Z KK t0 M zmwz NZ �I�qO 1.fi M ca O 7ii to¢m � 6z viw I .- Oa �j�Gi��W�rc w'3m0 ® n o �a CT n w Om A + p\ (Y 11 SERVING 1 O W I I II i u ,g 103 u ® Noy i--•� w 0 EXIT o o � m 11 -L N I EllD4 1 II iL © W LJ 11 1 � � U m I _J Uz .I u u-�--� w a NQ F- �p Qo = rn o � W 0 O El T UO P go J� I Kea I 5 I � o LAYOUT �7 I• SCALE: 3/16" 1'-0' n NOTE: FOOD BAR CUSTOM CASEWORK IS PROVIDED SO AS TO GRAPHICALLY CONVEY THE APPROPRIATE DESIGN REQUIREMENTS. THEY SHOULD NOT, HOWEVER, BE INTERPRETED AS SHOP DRAWINGS. NOTE; - ALL DIMENSIONS ARE FROM FACE OF EXPOSED STEEL COLUMN TO FACE OF CMU CURB OR STUD WALL. SEE BAR MFR. FOR CURB TEMPLATE W/FULL CURB DIMENSIONS. 0 Revisions THRU ADDENDUM "A" 1/20/06 /\CITY COMMENTS 1/5/09 PROJECT DATE 04/02/08 DRAWN BY KEW CHECKED BY GIRL Sheet No. F7 Z: \2005\05125\F7AAR4.dwg Jan 9, 2009-10: 27am Project No.0512 N po 8%12" SCUPPER THRU PARAPET WALL W/ COLLECTOR AND 5"x5" DOWNSPOUT - FLASH AS REQ'D < H7 N N I FIBERGLASS SHINGLES O CUT CONTINUOUS ROOF DECK W/ BEVEL TO MATCH SLOPE OF ROOF AT JUNCTURE W/PARAPET WALL (TYP BOTH SIDES) ;ZiI�1�:71�Ie7�l ----------------------------- F� In VENT METAL ROOF�5� 11 n 11 u n II n ® n If II II II II II II II II II l I 2 GUTTER 8 5 A10 A10 CONDENSER UNIT. SEE PLAN ATTACH COND. UNIT TO RAILS W/ 1) 3/8" GALV. BOLTS - 2 EACH SIDE AT RAILS) OR (4) HURRICANE STRAPS SCREWED TO BOTH RAILS AND UNIT W/ (2) 5/8" #10 TEK SCREWS TO STAND AND UNIT "ALUM STAND - HD" HEAVY DUTY EXPOSE "C" AS MANUFACTURER BY PRECISION ALUMINUM -PRODUCTS INC. (954-480-6919) LENGTH TO BE DETERMINED BY NO. UNITS HE D. 0 0 1 -------I FLASHING PER ROOFING MFR. STD. DET S. —(4) 3/8" 0 x 4" LAG SCREWS ROOF MEMBRANE MIN. 3" INTO 6x6 5/8" EXT. PLYWOOD DECK l6x6 BTWN TJI @ SUPPORT LEGS AT LAG BOLTS �SIMPSON U66 HANGER EACH END WEB STIFFENER PER TJI MFR —TJI 0 24"o.c. SEE ROOF FRAMING PLAN COOMDENSER SUPPORT SCALE: N.T.S. RTU 1 4 10 RTU #5 ) ROOF i --- MEMBRANE A,) r*� � {7 SEE SPECS. COOL COMP RTU #4#4 LIGHT FIXTURE (1 ® EACH DORMER) SEE SHEET El. rr- n II 11 II 11 II DOWNSPOUTc8 GUTTER 8 - SEE GEN. NOTE #4 (TYPICAL) 1 OOF CON R1 SCAI L: N.T.S. 8"x12" SCUPPER THRU PARAPET WALL W/ COLLECTOR AND 5"4' DOWNSPOUT - 1 FLASH AS REQ'D O A10 E ACE f—BRACE u n --- ------------ -- ---------- - - - - -- II II ZII II II n 2 41b REMOTE A3 CONDENSER E 4 /- ROOF MEMBRANE SATELLITE DISH SATELLITE DISH SEE SPECS. PROVIDEDANSTALU PROVIDED/INSTALLED BY EQUIP. SUPPUE BY EQUIP. SUPPUER. 3' x 3' SPACE 3' x 3' SPACE 4 REQUIRED. REQUIRED. 4 3 4 SF_2 1 1w WATER HTR. FLUE SEE _ MECH DWGS. -------- 3 UH_l H7 Cfr�l�Y 1cli _ CQMP 10 MTL. COPING <S> L A11 d: w 0 4 u LOCATION N OF 41g 4 � A13 FIBEZIRGLASS SHINGLES O 4 RTU #2 n� i 3 v "�.,i J" �, / 4 H82 MOUNT HOSE BIBB TO PARAPET. ROOF RIDGE O O O A13 SEE PLUMB. DWGS. FOR S5 CONTINUATION. MOUNT ON VERTICAL \ WALL NEAR ROOF PEAK. \ �' PHOTO -CONTROLS / MUST FACE NORTH, SEE SHEET ELEC. DWGS. / \ \A ^ / FIBERGLASS SHINGLESO / \ MTL. ROOFING 15 FIBERGLASS SHINGLES VALLEY 1 / \ FLASHING -H / \ O cov i I to VALLEY // \\ LE w FLASHING \ 0 I. RIDGE VENT / \ - 9 1 I I I / \ i METAL ROOFO5 RIDGE VEN ` -- L - - --- J -- A 1 1 6.5:12 6.5:12 w g a ni SLOPE SLOPE - \ A14 d n w 0LL - - ` ^ 0 m I1 FIBERGLASS u n 11 11 II 11 II II 11 SHINGLES If 11 Q] 11 II Z 11 11 If 0 :il :II II It 11 it II II -II II Q 11 If II It El 11 Al2 5 A10 2 DOWNSPOUT 8O DOWNSPOUT O8 A10 Li - _ GUTTER O N m SLOPE SLOPE �o iHES PLANS AND ALL PROPOSED WORK RIDGE VENT RIDGE VENT AN SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT (IN ORDER TO IV Ay BE NECESSAR) L ColoPLV WITH ALL APPLICABLE CODES. aw N Al2 N� 0 E METAL ROOF O 3 GUTTER O8 Al2 — GUTTER O8 5 COUNTERFLASHING M ETAL,ROOF OS Al2 Z FLASHING V-ROOF DECK ROOF PLAN N SCALE: 3/16" = l'-0" MIN. 2 GA. G.I. PIPE ENCLD URE COVER MULTI IPE GROUPING '.. '.. VENT PIPE 1' HEAD NAIL @ IPE P 18" MIN SCREWIT�RU NEOPRENE CLp�IP WASHE. 3 PER SIDE , FLASHING PIPE NEOPRENE GASKET Z SHEET ETp6 fA METAL BASE CAP • p " ROOF co 'PERLIT�.CANT STRIP W/ 4' LEGS- AIL TO DECK AND /O1111 CURB @ 12' D.C. 2x8 Wy CURB SECURED TO ROOOF DECK i TREATED 4x4x8" LONG. / AT ALL "T"S, "L"S AND 10'-0" O.C. MAX. 2 i O R1 SCALE: N.T.S. E7E» OF _ T R 1 N.T.S. GENERAL NOTED 1. ALL PLUMBING VENTS AND MECHANICAL EXHAUST OUTLETS SHALL BE INSTALLED 10' (MIN.) FROM ANY BUILDING FRESH AIR INTAKE AS SHOWN. 2. FOLLOW SINGLE -PLY OR BUILT-UP ROOF MANUFACTURERS STANDARD DETAILS AT ALL CURB FLASHINGS, PIPE/CONDUIT PENETRATIONS, 'SCUPPERS, ETC. ALL ROOF PENETRATIONS SHALL BE MADE WATERTIGHT. 3. ALL PENETRATIONS THRU ROOF SHALL BE BY GEN. CONTR. AS PER ROOF MFR.'S STANDARD DETAILS. y-. SEE SHEET A4 FOR EXTERIOR FINISHES. 5. DO NOT SCALE DRAWING. mrn r ml N P � Q �� uy ( Z �rA W L N m m O ® ao q) N �U 9m u� ryG Oo t-t N a s' c�i�osp�pt�"-ZKZ'� �yy11z<a�g�FgFg as aam m�ao i'go 0O fi Z41 W�WCJ�1yyJ��6 j�2wZ Z<UZ��Z awl-ooIUy'w RK SU F-VIZ !now p< ryry W_ LL' WZZ wOF<O C 3KOw Fm maF-u�iU O?oOZZF o� p� �n 1� 0� 0 o� 0 LL ® LU U J ZQ d 0j0 0 Q :j a. O Z Q 0 ay T 0 G w A Revisions THRU ADDENDUM "A" 1/20/06 I/4�Cl11' COMMENTS 1/5/09 ."., PROJECT DATE CONSTRUCTION NOp°I " 04/02/08 �1 WIRING FROM REMOTE CONDENSING UNIT TO EVAPORATOR COIL, DOOR HEATER AND THE LIGHTS IN COOLER/FREEZER UNIT PROVIDED BY R.C. M.C. SHALL DRAWN BY PLACE UNITS ON ROOF, R.C. SHALL SET CONDENSER UNITS IN CORRECT LOCATION AND CONNECT. COORDINATE W/GENERAL CONTRACTOR. KEW/FHJ 0 GENERAL CONTRACTOR SHALL SUPPLY 4"X4"X4' SUPPORTS FOR CONDENSERS. CHECKED BY GRL/EHM Q3 STANDARD MOUNTING FOR THE SATELLITE DISH SHALL BE THE NON -PENETRATING ROOF MOUNT AS SHOWN. THE ALTERNATE MOUNTING METHOD IS WALL MOUNT. THE EQUIPMENT SUPPLIER SHALL DETERMINE THE MOUNT MOST APPROPRIATE AT THE TIME OF INSTALLATION. THE LOCATION ON THE ROOF MUST Sheet No. HAVE A CLEAR VIEW OF THE SOUTH/SOUTHWEST SKY. M.C. SHALL PLACE EQUIPMENT ON ROOF AS SHOWN ON PLAN. R l �5 DISPLAY REMOTE CONDENSER UNIT LOCATION. Z:\2005\05125\R1AAR4.DWG Jan 9, 2009-10:31am 'roject No.0512 (3) - 30 WIDE STRIPS OFF ROOF MEMBRANE -- --- — — — -- •I ,I �' --- 71 �-. i•"' i -- ,....,. 'r. ,,. - - - •I-- '•i o o.r - '•r I II II II II ---r---r. -r,--------- - -- -- ----- - --- --- ----- --- -- -- --- - -- --- ---------- ---- -- --- -- -- — --- ---- - -- •y---•t--- 1: •I• I' rc'tr. •c' G • •'L' •�' --------- l �_- •r •i k — . . . 7 I I. 1• • I• I -__-_I II I. I. 1 ' �• I, �, 1" 1• Dr----� I• I• J II - II I• • .I •i •, 'I. I. 1• i• I I, I, I' 1, I• I• I, II II I• • •I •i •I ,• I' I• IL-____ -- -0I I• I• 1' 1� i' I; , 1, i• I• '• 1• • 'I ,I •1 ,. ,. ,. II II II p I. I. - 1, I, . I• I•0 Zug I• ' " : I. I• I� 1' ,� I, '• is b I• '• I• - In Ll _ - III : ,• ,• ,• i• �, II ,I I� 1, 1• I• O I I, I, ,. -_-J , • I I. ,• ,• ,• i• 1. �I I� �• �• I• - 1• �. I• II ,� •� I. I I. , • 1• 1• i• L ((3 — 30" WIDE STRIPS i. is — -- 1 ., ., I b� ROOF MEMBRANE J 3 - 30" WIDE STRIPS OF ROOF MEMBRANE Of n I G u,t• I TYPICAL 60 'JADE ROOF i' : •' is is G : :i is i _ 1' I' '' �: 1• I. I. i ,, MEMBRANE EETS S' , 1'. 1' I' r. '� ' 1. . '• I. I. . 1. .I o 1'. I' I• I. '• I• is I• I, 1• '• '• I• '• C •I •I 1, 1, , . ,.. Ir LJl1 '. � 1, ,. I• I r ul� I rr - _ u •, ,I I' 1" I• _ 1--. '' -_ I� 'I I' ; , " ,• I _ I -_ it ; ', •I •I _ It 1' I i� 1; " ; I � it I, I � 1, •1 •I 7 1' I• 1• rr-- -Ir:--mil I' -___JI ; t• 1; I, r- lr ;l ' I� r .'_-,r^� .I O 1' I• I• II 0 II ,. Ir r -- - l[ 'I '1' I I ; I - -"_ --_ - - - I, - - - - - - - - 'I •I ,• 1' ,• II 11 II II u 0 II 1 1 I, I• ,• ; 1 I, I' 'I 11 I, II I, II It I' I' I• it II It 11 '; 4 -. _ IL__ JL JI ; I' ; , I• I; II II II 1• 4 u II ry •I .I 1•. 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I�..IL L �Ll, •, I It - _• __} •-_•�••_•_• SSLSSL _11 __ _I _ dT SGSSS y1• __ __ � -_ _ I - __ _ ___G� _ __ ___ ••• •• i I• I• LL. _ L _ ___JL Jj p IIVLj LL---L----.-----JL Jj •.• ILL L__---:JL J� .1 .. �._... --- ___ ___1' J __J• II II 'L__ '1___ 1• I• 1• 11 II I _ -_ ___ __ _ _ _ _ _ 1•___1 1' i' i' •� O 'I 'I PROVIDE FASTENERS SPACED 6 O.C. —71 MAXIMUM WITH 5" WIDE SIDE LAP AT ALL ROOF MEMBRANE SEAMS AS (3 - 30" WIDE STRIPS SHOWN - REFER TO MANUFACTURER'S D� ROOF MEMBRANE / / / \ \ \ INSTALLATION INSTRUCTIONS IL Ll _ ILE COPY I _ �7F -7------7-----F---7F---7F---7r -?r / r- rr r-- --r7 ---FF- rr-- rr-- ---O—LJ II II II II II II II II II I I II II rl II II II II II II II II II II II II II II II II II II II II II II II II I I THESE PLANS AND AL PROPOSED WORK — — — _ — — — — _ — — — — — _ — — AND SUBJECT TO A Y CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSA Y IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ------------------------ ROOF PLAN - MEMBRANE FASTENERS SCALE: 3/16" = 1'-0" O\ �n raill pm J • 0 U IL•I' Z O LLF Q = U LLl of J \Z Q to Z J z d m wig cd � 0 rry x ° C71 J J ML Revisions THRU ADDENDUM "A" 1/20/06 z DPDATE M MOT S1A16M 1/7B/1% ENERGY DESIGN 2/5/09 PROJECT DATE 04/02/08 DRAWN BY LMHT CHECKED BY NRT/RAM \\Lm1C'0\draw\2005\05125\Roof Fasteners.dwg Apr 23, 2009-10:55am Sheet No 121 Z: Project No.05125.00 CO3 CO3 u '--4" TO CITY SEWER 4" TO CITY SEWER 6" TO CITY SEWER (1 MAIN, SEE SITE PLAN MAIN, SEE SITE PLAN MAIN, SEE SITE PLAN FOR CONTINUATION FOR CONTINUATION FOR CONTINUATION CO3 -o y .. GREASE TRAP - SE ------- -------er- SHEET P6 AND SITE PLAN - FOR EXACT LOCATIO ; ^^ r CO3 CO3 ; O �. `------ - --- ----' V6 CO3I V8 3 4 5 17 _ --- _____ _- _-. _ _ 1� __-_._ _r__-___-.__ ___ ___-___ _ ___ _ -- ^_ ____ _ _ _ _____ -__- _ __ _. _- T it _ _. _ _ _._-___ _ _ Y-9 _ l - - J I i 1 �- - - - - -- -- --- � I Si .� ELECTRICAL L2 A„ I C01 '` -�' •. PANELS FD1 --- ------' 1 r __- J38 FD1 ) I --_ ^-_-- 2" CW MAIN -- - - - - - - - - - - - - - - - - - -� Ill a 17 I------------- FD1 9 1 I I 1 C01 1 ^m ---- -- I 1 1 17 18 FD1 i O C 38L C01 i I F 3 (2) WH #9 TER ER i b Iv �A FD 15 �, ; (} Ol I TD1 I 1 O 1 �� _ p - - V4 2 10 O r i IIWC2 I-----T--- $ 12 AS I t 31 I I 1 11 1 m 1 L2 16 I I ' I ® FD1 : fD2 f D3' 3 I I 1 I ai a o 38 L2 I I c v I #38 \. HD 1438 1 WC1 r 1 L"� I 15 F 2 I 15I;I 7 1 ; �_ J3 V7 - I 1 WCl I i I '_� 1 L I--- HD I 1 a I I OMBIN ION �12 i - n. ----- ^I . t I I 13 a o w i m 1 --- I 1 ° I I Hp. W E NT CO1 1 I 2 Q I I V5 19 17 - F 1 I ❑ I SYSTE r a� gz�yw�3 3 I ❑ I I I I WCt c L1 I I 2 FD1 i I: 17 I 1 4 TD2 1 2 J WCb ❑ V3 I 1 `-----f FD1 L __ 1 `- --' D7 #3 I 1 ., L l�_ J €�.X- gigs go I i CO %, o L1 -- COMBINATION o o a� w9 zoo$ _-- _-_-J COMBINATION 1 I V2 I 1 / SYSIEMVENT _.. F[�41D ; I I COMBINATION J-abi��o I HD SYSTE VENT 1 WASTE/ D 3 d WASTE/VENT 6 I 1 ® HD I I 1 7 D SYSTEM �'Wg ( L2 38- xs owzp o�€€ 1 WC1 2 i I 19 i7 FD1 V1 19 17 I O CO230�����Dloo 1 Ul ; zm 2m $m •III15 ..................... ... '- - .............' ......`....... ..... --'D 3 xe � I1 1� wC2 Q4 0 L_ J �-m IL Ptafl5� Hoz 1901 s� i L 7 ___—-------- -- _-----_ 1C04LE 60py I o� I I — r , tL [L r- -h -- E2 #38 I I 1 I I t 1 L J 17 Ld �— pL� 0 o I I ( oO� ,°°' � IC2 I �_ 3 FD2 i ❑ i I I ❑ i 1 � o Q -- 0 2 � I L4 1 1 I I �___-- 1 O 1 a CONCRETE FOOTING I = BELOW SLAB (TYP,) WORK i 3 SEE SHEETS S1 & S4 IONS J O IVIES PLAITS AND ALL PROPOSED " O ANY CORPECin 1 T i -W-I AND SUB 4ECT III 17 REQUIRED BY FIELD INSPECTOR 1IAY BE NECESSARY IN ORDE ODES.Er _ _ _ _ _ _ I COMPLY WITH PYTHON ALL APPLICABLE __ _ _ _ —J ' I - 1 L---------------------------------------------------------------- ----------t-, 11 I r--------T---------------------------------- -_-� r WA p'' A 1,2_ I'- - 7'11 611 ---- `r 11 II ly. FD2 I I I p p ®RAIN/"��� ���� r___, I rL`- �' II 11 r--- 1v11 ❑ PLUMBING CONTRACTOR SHALL REFER TO SHEETS Fl THROUGH F7 FOR I\PiVIS{OI YES v I I -- I I INFORMATION PERTAINING TO REQUIREMENTS FOR RESTAURANT = 1'-0" I q I L ``'- 11 11 ' r `7 - _ JJ I I � 1 I SCALE: 3/16' - I 1 -,, 1 I I L--- J 1 /20/06 FniiipmFNT THRU ADDENDUM "A" --- LEGEND GENERAL NOTES CONSTRUCTION NOTES.. Q2 HEALTH COMMENTS 5/21/08 SANITARY SEWER LINE (CI) 1 HR RATED 1. SEE SHEET P5 FOR ALL GENERAL NOTES. O1 THE PLUMBING CONTRACTOR SHALL PROVIDE CAST IRON P-TRAP AND 10' MINIMUM OF CAST 12 P.C. SHALL ROUTE CONDENSATE DRAINS FROM FREEZER/COOLER EVAPORATORS TO FLOOR SINK Q SANITARY SEWER LINE WALL IRON WASTE PIPING LEADER AND TRAP. a (CITY C itll COMMENTS 1 /5/� VENT LINE 5----------5 2. SEE SHEET P7 FOR ROUGH -IN ELEVATIONS AND PS FOR SLAB ROUGH -IN DIMENSIONS. WITH 2" AIR GAP MIN. PROVIDE HEAT TAPE ON PORTION OF PIPING INSIDE FREEZER. 3 02 INTERCONNECT 1-1/2" SINK COMPARTMENT DRAINS AND ROUTE TO FLOOR SINK. TERMINATE QCITY COMMENTS 1/5/09 71. CONDENSATE DRAIN cr-•--- C -- —i 13 P.C. SHALL CONNECT 3/4" PVC, SCH. 4Q DRAIN TO CHICKEN HOLDER RACK, ITEM ND 3. COMPACTOR DRAIN TO BE ROUTED TO STORM SEWER. P.C. SHALL COORDINATE WITH CIVIL WITH 2" AIR GAP (MIN,). O FLOOR SINK FS PROVIDE PENETRATION IN COOLER WALL AND EXTEND 3/4" DRAIN TO FLOOR SINK UNDER S.S. COLD WATER LINE sr--- --S FLOOR DRAIN FD Q3 6" ABS PLASTIC PIPE BELOW FLOOR FOR SYRUP LINES. PROVIDE (1) 30" ELECTRICAL SWEEP CHICKEN SINK, ITEM #63. TERMINATE WITH 2 AIR GAP (MIN.). UNSOFTENED COLD WATER 5r---- USC-i TRENCH DRAIN TO BEND THRU FLOOR AT EACH END WITH STRAIGHT RUN BETWEEN EXPOSED END OF PIPE Q3------- W/TOP ® 6" ABOVE FINISHED FLOOR. SEAL EACH END OF PIPE AFTER SYRUP LINES ARE 14 P.C. SHALL ATTEMPT TO LOCATE VENT WITHIN 15' OF GREASE TRAP. HUB DRAIN HD CONNECTED, ``'' 15 ROUTE 1-1/2" DRAIN FROM PREP SINK INDIRECTLY TO FLOOR SINK. PROVIDE AIR GAP TWICE HOT WATER LINE -110' S---- 110' �, WATER CLOSET WC ® ROUTE 1-1/2" DRAIN FROM DIRTY DISH TABLE PRE RINSE SIf K INDIRECTLY TO FLOOR SINK. HOT WATER LINE -140' S--- 740'�i I THE DIAMETER OF THE DRAIN PIPE.. PROJECT DATE URINAL U PROVIDE 2" MIN. AIR GAP. 16 INDIRECTLY CONNECT GREASE DRAIN PIPING FROM EXHAUST FAN CURBS TO HUB DRAIN WITH 04/02/08 HOT WATER LINE -180• c--- 180'-i LAVATORY L QS P.C. SHALL PROVIDE DRAIN FROM DISHWASHER AND SIDE LOADER TO FLOOR SINK AND AIR GAP TWICE THE DIAMETER OF THE DRAIN PIPE. SEE DETAIL 2/P3 AND "V SHEETS. GAS LINE S-- G —� CONDENSATE DRAIN LINE DOWN FROM DISHWASHER HOOD TO FLOOR SINK, TERMINATE WITH 2' ROUTE DRAIN PIPING WITH 1"/ft. SLOPE MIN. DRAWN BY WATER HEATER WH AIR GAP (MIN.). VERIFY HOOD DRAIN SIZE WITH HOOD MAN FACTURER. 17 P.C. SHALL ROUTE EQUIPMENT DRAINS) DOWN TO HUB DRAIN/FLOOR SINK OR FLOOR DRAIN JCL HUB DRAIN TRAP PRIMER TP © SEE SHEET P2 FOR TRAP PRIMER CONNECTION REQUIREMENTS. WITH 2" AIR GAP MIN. (INDIRECT). FLOOR DRAIN/SINK TRENCH DRAIN HOSE BIBS HB Q Q P.C. SHALL ROUTE 1-1/2" DRAIN INDIRECTLY TO FLOOR SIN UNDER SINK, ITEM #63. PROVIDE 18 P.C. SHALL PROVIDE APPROVED 1-HR./2-HR. FIRE STOP MATERIAL . W 00 AROUND ANY CHECKED BY PLUMBING CONTRACTOR PC 2" MIN. AIR GAP. PIPE PENETRATING COMPACTOR ROOM PER UL FIRESTOP SYSTEM N0. WL1001, WL1016, CLEANOUT ® FLOOR/GRADE 4 WL2002, OR WL2003. RAM GENERAL CONTRACTOR GC 8 NOT USED CLEANOUT ®WALL I OWNER/FRANCHISEE 0/F O 19 SET CONTROL VALVES ON PAN DRAINS AS REQUIRED TO RESTRICT FLOW TO 2" BRANCH DRAIN. Sheet No. —_o- -j VENT STACK S� Q FREEZE PROOF HOSE BIBB FPHB 9 VENT PIPING WITHIN THESE WALLS AND WITHIN 18" OF THE TYPE 1 HOOD SHOULD BE CAST IRON. A SHUTOFF VALVE 5--- ��--- --� TRAP PRIMER TP 10 P.C. SHALL PROVIDE COPPER WASTE PIPING FROM DIRTY DIS TABLE TO WASTE RECEPTORS. p I CHECK VALVE s----5 CAST IRON CI 11 P.C. SHALL ROUTE CONDENSATE DRAIN FROM COOLER EVAPORATOR TO HUB/FLOOR DRAIN WITH HOSE BIBB, 2" AIR GAP MIN. I 5\05125\P1AAr4.dwg Jan 8, 2009-11:32am I 1"CW TO WATER CLOSET 1 O (TP-1)UPSTREAM OF HB—L _ �jI O i WC1 FD2 Tillv Ui I 1 13 j 3/4"HW (140') ILrJ' RETURN „CW ip IAL (TYP.) 1/2"CW THRU FLOOR TO CUT—OFF VALVE W/ QUICK DISCONNECT. MOUNT OUTLET ® 3" A.F.F. RATHER THAN 14" FOR JUICE MACHINE 1 2"CW/HW (140') HAND I L #38 p3 0 1 2"C TO CUT O-F VA VE C NN. DRINK I 7 S(STEIN #3 II D2 FD2 - 2"C TO TEA B EWEf #9 10 • 1 2"CW TO VALVE TO COFFEE #4 10 1/2-CW & 1/2-HW (110') TO EA. LAV. (TYP.) — WATER SUPPLY PIPING PLAN SCALE: 3/16" = V-0" SINK L2 #38 ►AI NOTES: 2"0 CW TO BUILDING. TAP OFF CW MAIN PRIOR 1. BASED ON WATER HARDNESS, A WATER SOFTENING SYSTEM MAY BE SELECTED BY THE TO WATER SOFTENER.— OWNER/KITCHEN EQUIPMENT SUPPLIER. WHEN A WATER SOFTENING SYSTEM IS SHIPPED TO THE JOB FROM THE EQUIPMENT SUPPLIER, WATER HEATERS ONLY SHALL BE SUPPLIED WITH SOFTENED WATER. THE P.C. SHALL ROUTE SOFTENED WATER TO THE WATER HEATERS AS SHOWN ON THE WATER SUPPLY PLAN AND RISER AND THE "WATER SOFTENING SCHEMATIC" ON THIS SHEET. THE WATER SOFTENING SYSTEM SHALL BE SIZED AND FURNISHED BY THE EQUIPMENT SUPPLIER. 2. IF NO WATER SOFTENER IS SHIPPED TO THE JOB, THEN P.C. SHALL MODIFY PIPING PLAN AND ROUTE UNCONDITIONED WATER TO WATER HEATERS. BACKFLOW ASSEMBLY, SEE DETAIL 2/P4. 1 WATER SjOrrm-OTEENERI S(6) P2 N.T.S. FLOW 2"CW ELECTRICAL PANELS LCC' • , , rm-GAS I I � FROM ABOVE • -CEILING TO ®® lilll�l 1_��►1� � 1 I I _ _ TO #19b I i I ® I 1 / "CW/H W (140') DOWN TO HAND SINK L2 #3E -' �YIi��IliAdilY{I�i� � • ��{ " ®r�rr•':I � -- - _ _ SEE DETAIL ■•I ItT._T3TT•i1, ;i•>iI�IlliilP�!;—ilk '•., a' r• • :• =_ 0 CW TO OPT. •• • . i ME LAI 1 Im INN 17" \\\\\\\\\\\\\\\\\\\\\\\a\\\ : \\\\\\\\\\\\�� \ ice• � a \� II i � SIN L2 # „ 1/2"CW DOWN TO 2 1 W OH H ANDO j CUT-OFF VALVE 4 2 #38 TORTEA #9CONN00N I ; 11 1/2-CW DOWN TO J 1 CUT-OFF VALVE FOR i CONNECTION TO I_ ❑ I IL— - COFFEE #4 10 Project No.05125.00 q i r.f v r M 0, �� nM T 5�d• N U� (U Q Z o, Rao p� S�A.r}4 i a} Y 9 IS i - _ 140' _ —■�— - � ; 1/2"CW THRU FLOOR TO FAUCET (H-2 FOR 1 1 HOT BAR #121 15 1/2-CW & 1/2"HW (14 TO HAND SINK L2 #38- 16906zizo�3m -1/2"CW THR FLOOR TO 1 - 1 4 \ \ USF99PH w FAUCET (H-)FOR COLD I ' ^- 1/2-CW DOWN TO 3u� woaw BAR 116 1 �So�� CUT-OFF VALVE FOR DRINK SYS. #3 I al Wow o s GATE 1/2"CW THRU FLOOR zed IyO��o�w TO FAUCET (H-2) FOR 1/2-CW DOWN TO NNmg<moz mo 0 HOT BAR15 .#121 - -CUT-OFF VALVE FOR �- u�u s 14 ICEh1ACH. #41d THRU o FILTER, a£�w (ilWawg ��Ui�202 F]W<`WW m0 3/4„CW DOWN TO HB-1 awLp�o1 0<3 wm F=aoaF_. o I 000 000, OIll cl o11 Ipy FILIN i Q 0 0 O FLOOV} 16 16 L!! SHUT OiRU VALVE ® S0 ORK —1 Z ------- --- 2 SYSTEM #3 CONNECT TO DRI K A ALL PROP SED Nd � THESE PLANSECTIONS co z D AND SUBJECT TO ANY CO ORS THAT _ j w I RE6IUIRED SY FIELD.INSPECRDER TO ~ MAY BE NECESSARYA I C LE CODES. � of COMPLY WITH AL e c = v, o c 3/4-CW TO 1/2"CW TO I�1W ka 1 w o HANDSUNK AND WATER W HEATE AND EXTEND ,�`N (BELOW J _I 1/24 TO TEA BREWE �I' I 1 /2" W TO TEA ` 7 BREWER #9 10 l 1 J 3/4"CW UP TO HB-1' I FD2 16 ❑ PLUMBING CONTRACTOR SHALL REFER TO SHEETS F1 THROUGH F7 FOR ❑ ElINFORMATION ERTAINING TO REQUIREMENTS FOR RESTAURANT EQUIPMENT. R HB-1Lr _Lj �.%-rj N SACKFLOW PREVENTION SCHEDULE GENERAL NOTES:006 VACUUM BREAKER I EQUIPMENT MEDIUM HAZARD APPLICATIONS HIGH HAZARD APPLICATIONS 1. REFER TO SHEET P5 FOR GENERAL NOTES. 9D MANUAL BYPASS GATE (SEE NOTE 1) (SEE NOTE 1 & 2) - 2. REFER TO SHEET P7 FOR ALL ELEVATION ROUGH -INS, SEE SHEET PB FOR SLAB PENETRATION ROUGH -INS. + { VALVE NORMALLY CLOSED - ICE MACHINE WATTS MODEL: SD-2 WATTS MODEL: N9 BY F.E.C.) FROM GAS PIPING TO NOTES' Revisions ( COFFEE MAKER WATTS MODEL: SWATTS MODEL: N9 �TO WATER HEATERS TEA BREWER WATTS MODEL: SD-2 WATTS MODEL: N9 1 P.C. SHALL INSTALL GAS FLEX HOSE WITH QUICK DISCONNECT PROVIDED O COOKING EQUIPMENT. WH-1) 1) ONLY D-2 � ( THRU ADDENDUM "A" ANUAL OUTLET GATE VALVE JUICE MACHINE WATTS MODEL: SD-2 WATTS MODEL: N9 U2 P.C. SHALL PENETRATE LOW WALL AT 12" A.F.F. AND ROUTE GAS HEADER TO COOKING EQUIPMENT AS SHOWN ON PLAN. 1/20/06 )VALVE DRINK SYSTEM WATTS MODEL: SD-2 WATTS MODEL: 9BD SEE SHEET P5 FOR BRANCH PIPE SIZES. SECURE GAS TO ADJACENT WALLS AS REQUIRED. NION (TYP.) HOT WATER MACHINE WATTS MODEL: SD-2 WATTS MODEL: 9D 03 3/4" (140') HW DOWN TO BOOSTER HEATER FOR DISHWASHER. SET BOOSTER HEATER FOR 180- OPERATION. SEE DTL. 9/P6. 1 /2"0 STEAMER WATTS MODEL: SO-2 WATTS MODEL: 9D Z! HEALTH COMMENTS 5/21/08 ROUTE GAS BRANCH BELOW HOT BAR EQUIPMENT AND UP TO NEW CHARBROILER AS SHOWN. 3QIWOI1EN0W5TN011m57/18/Ob HOSE REELS WATTS MODEL: SD-2 WATTS MODEL: 9D Q P.C. SHALL INSTALL A UTILITY FAUCET (H-1) BELOW VANITY ® 18" Al - CARSONATOR WATTS MODEL: 9BD (NOTE 3) WATTS MODEL: 98D (NOTE 3) Q OMITTED Zis QCITY COMMENTS 1/5/09 UTILITY FAUCET (H-1) (H-2) INTEGRAL VACUUM BREAKER INTEGRAL VACUUM BREAKER _ FROST PROOF HOSE BIBB (HB-1) INTEGRAL VACUUM BREAKER INTEGRAL VACUUM BREAKER Q7 1/2" CW BELOW SLAB FROM TRAP PRIMER TO UPSTREAM SIDE OF FD2 P-TRAP. -- WATER HEATER (WH-1) WATTS MODEL: 80OM-OT WATTS MODEL: BOOM-QT P.C. SHALL INSTALL WATER SOFTENER #96 (WHEN PROVIDED BY F.E.C.). THE LOCAL CULLIGAN REPRESENTATIVE WILL ADD THE ----_ WATER HEATER (WH-2) WATTS MODEL: 80OM-QT WATTS MODEL: 80OM-QT UNDERBEDDING AND RESIN INSIDE THE MEDIA TANK AS PER THE INSTALLATION AND OPERATING INSTRUCTION MANUAL. THE _ CAN WASH (CW-1) WATTS MODEL: SD-2 WATTS MODEL: 9D CULLIGAN DEALER IS RESPONSIBLE FOR CHECKING THE SYSTEM OUT INCLUDING THE INITIAL SALT FILL. SEE DTL. 1/P2 PROJECT DATE 0 3/4" HW (140') VERTICAL STUB UP THROUGH FLOOR WITH "X" SLOT CUT IN CAP FOR CAN WASH SPRAYER. SEE DTL. 7/P4. BRINE TANK COLD WATER MAIN SEE DETAIL 2/134. 1SEE DETAIL 2/P4. 04/02/08 10 P C SHALL PROVIDE 18" FLEXIBLE CONNECTION TO ALLOW EQUIPMENT TO BE MOVED FOR CLEANING _ NOTES: 1. P.C. SHALL VERIFY BACKFLOW REQUIREMENT WITH LOCAL CODE OFFICIALS. USE MEDIUM HAZARD BACKFLOW DEVICES UNLESS LOCAL CODE OFFICIALS CLASSIFY AS HIGH HAZARD. 2. P.C. SHALL INSTALL PER MANUFACTURERS RECOMMENDATIONS, AND PIPE VENT TO DRAIN WHERE NEEDED INDIRECTLY WITH 2" (MIN.) AIR GAR 3. P.C. SHALL USE PLASTIC TUBING DOWNSTREAM OF THE BACKFLOW PREVENTER FOR THE CARBONATOR. 11 P.C. SHALL PROVIDE APPROVED 1—HR./2—HR. FIRE STOP MATERIAL (BY 3M) AROUND ANY PIPE PENETRATING COMPACTOR ROOM PER UL FIRESTOP SYSTEM NO. WL1001, WL1016, WL2002, OR WL2003. 12 P.C. SHALL RUN 3/8" CW LINE W/ COMPRESSION STOP FITTING FOR VICTORY SANITIZING SYSTEM FROM CW CONNECTION FOR - SINK #50. 13 ( � P.C. SHALL PROVIDE MIXING MV-1 IN WALL SET AT 110% G.C. SHALL PROVIDE LOCKABLE ACCESS COVER BELOW LAVATORY � FOR MIXING VALVE. SEE DETAIL 8/P6. 14 PC SHALL 3/4"HW (140-) TO HOSE BIBB (HB-2) MOUNTED TO PARAPET SEE R1 SHEET FOR ROOF LOCATION DRAWN BY JCL CHECKED BY RAM Sheet No. WATER SOFTENING SCHEMATIC NAM Z:\2005\05125\P2AAr4.dwg Jan 8, 2009-11:33am 15 P.C. SHALL PROVIDE STEEL PIPING ENCLOSURE W/ FOAM INSULATION FOR ALL BAR STUB OUTS. SEE DETAIL 10/P6 FOR P INSTALLATION: 16 SPRINKLERS INSTALLED FOR DINING AREAS WITH NO LAY -IN CEILING ARE TO BE SIDEWALL TYPE, THERE IS TO BE NO EXPOSED 3 SPRINKLER PIPING IN DINING AREAS. REFER TO SPRINKLER PLANS BY OTHERS FOR ALL SPRINKLER INFORMATION. Project No.05125.00 't A 2 3"v/� I I �� I I 1 1 /2"v 2"V-/ 3"V V43 "V y)l 2nV 3"v 11 1/2"V I>" 4-A I \\\ 1 '3"V�?� 1 1 22V 1 1iz"v/'I 2 V 2-y / �. 3"V\\ -, V2 IV31 1 I FD-3 J 1�1 //y I 11 I I I 3n 3 2"y r`\ I I� i 3" I 3" i \< 3 V.T.R.I I I IE2 i 4" / I �I \ � \ I II J1,, 3ny 1/2"y I iWC1- 1I t/ �C i/l/ L3.V \ J n lj � I j zn V _ �2"V 2 s" I �,1 3" 1 I z" 3n Ll I FD-1 r>" \ \\ I S- z"V I W�2 I 1 1 2" I 3" F2 1 I I I I L4 I I FD_2 �2"V 2n 2"v-//t I I I I 3n I 4" 1 03 1 1 /2"V 1 I 3" 11>2 I I 2na 2n I I I I 4" 3 VI � I r2" lei GD-tYl FS 2 N.T.S. ' ^'A. GREASE DRAIN ON FAN IBLE HOSE PROVIDED BY P.C. IINGED S10E OF FAN TO ALLOW ACCESS TO .SE DUCT. HEAT TAPE PROVIDED BY JFACTURER INSTALLED BY E.C. OR/WP PTACLE PROVIDED AND INSTALLED AT FAN BY SEE SHEET R1. GENERAL NOTES 1. SEE SHEET P1 FOR GENERAL NOTES. A. FAN GREASE DRAIN PIPE (SCH 40, PVC) .C. SEE PLUMBING SHEETS. TRUSSES CONNECT WITH OTHER FAN GREASE PIPING TO E 1 1/2" DIA. (SCH. 40, PVC) PIPE WITH MIN. SLOPE TO DRAIN RECEPTOR, SEE TS E7 AND P7. HED FLOOR (SIDE) O1 THE P.C. SHALL PROVIDE AND INSTALL 10' MINIMUM OF CAST IRON WASTE PIPING. COM V1 JIL I COMBINATION WASTE/VENT SYSTEM /J,1 0 3"V 1 4 1 1/2"y� � I Ila 3"V 1 Il 4 4" 2' 3" COMBINATION WASTE/VENT SYSTEM 4"- N® Y COPRE ALL PROP© E THD UBJECI !O AN AN BY FIELD INSPECo RIIAY E® NECESSARY IN COMPLY WIiN ALL APPI ICA I m TO CITY SEWER MAIN, SEE SITE 2•V �/ / PLAN FOR CONTINUATION // \\1 ^�3"V 3ny 3 \�!/ \\ / 1 1/2"V� Y I \ \ \ \ c\\\V9 �I�3" V.T.R. \\3" I // 1 3" �\\ i�/ I I \ I r/ I Co 1 10 \\\ 4" 1 1/2"V� t.\, 1 3. A I I I I7 2" q^ 3"V I 1 1/2"y-/,, I I 11\ I I I 3" \ I �2n v11 4,. \\ L2 V12 IIL13 4 J" V.T.R. 3n JI L F�2I 4" *i A J I 2" / y )=D / I *00- (Toss ' ;THAT \\\ RTO \\ 2' CODES. \\\ \ \ 3"V � 3" I CO-1 1 ZL \ 1 1 /2"VAl I 3"VA I La I Col I 2n FD4I� q' 4" I 3" ()41 P° /I� �m m �Q U� AQ M Z S nl .FI y P 'm Um N sb m m u m0 do J rtV �? x� vP ut c 0 W N 0- w�~ �rozz � iii ��w€saoF xKZZ"'�r(-n� _ QUO 2 WWIJ wQ ��<FZfnptFJ20Qp� owgwzrr5a Q a OF 0a rc yy.. C 'y p� O 0 m U O F O Wx Z N W UW m Q Q O Up 6 U 2' Z OZ OQ�?����OyW 0. ✓'�O ���ux1�w"'awF�"Fwrc Ci w 0�aw�Q w ws ux ooc>G�o��� ��rc�wi�bw�iwmo �m uWi��Q �vai ZO y�vai PP�I� F.O �� Kp2=f/IF jIN=� pQ yU�V FU VI Zi KZWO w aw �dYw a�a'Jaa �a`-w o� tam �4z. o� Q o c J � u- CD Q ( LU o L u In C _ � c U "O W J 0 Revisions THRU ADDENDUM "A" 1/20/06 2 HEALTH COMMENTS 5/21/08 Q3 UPDAIE ID gAtl✓ I STAI M 7/HA 1Qa CITY COMMENTS 1/5/09 PROJECT DATE 04/02/08 DRAWN BY JCL CHECKED BY EHM Q3-MOWE-rH-OirAr'THIII-LOL� GREASE DRAIN REQUIREMENTS. Z:\2005\051'?5\P. AAr4.dwg Jan 8, 2009-11:34am Sheet No. P3 Project No.05125.00 / NIc 3/4" \ 1 1"� I 2" / 1/2 AU y I J II / 1" / 1-� 'I^\\ .\�� I " a�� \` 1" \ \ 1 I 7/P4 DTL. H@-1. 1/2" I1 � �3 �1YC1 I 1 1 1 , 1/2•\ 1 /�jI L /4" ,I 3/4" I I 1" \ \\ I I_ 3/4" 3/44/ice \ ' ,d' IQ Li _ Ire 1 F0 2 1/2" (TYP. L1 ' �C1 I �`- UTILITY 1/2" 1 AQ2I RETURN \ � IV ,. 11 3/4�I 1/2" 1 1 I1 v 1/2" 1"� 3/41 1(:himy- 1/2'L 1[AC 1 O I 2 I ' 12 1/2 DRINK im I)4 4 BEl �1/2'CW BELOW SLAB my-1 2 ` f TO A FD 2 Ll FAUCET I I (H-1) 11 '1, UTILITY 1 I 51N FAUCET I drg 3/4" ( 0\�\ 2' RETURN\ \.�1 1/2" II SINK 1/2 CHICK 3/4� I 2 I I vv'✓✓ \ 1 /2' 1 1 /41N D-2 JSINK J 3/4" \\ 1/2 ' SEE CONST. II ` NOTE 12/P2 I i . 1 1/4" 11 L2 im I I HIlI JUICE MACHINE i/2" BELOW SLAB /- WAI 1 /2' 1" S.YS 3/4" M--- _ _-----'- w w•- fw COLD BAR #116 f SEE P5 MTG ,�•''• /' FOR MTG HT � �j P.C. SHALL PROVIDE SHOCK SUPRESSOR, AMTROL #537. 02 PIPE PENETRATION THRU BUILDING SLAB. PROVIDE PIPE SLEEVE AS REQUIRED. Q P.C. SHALL COORDINATE ALL REQUIREMENTS FOR A COMPLETE AND FULLY OPERAnONAL WATER SERVICE WITH THE LOCAL UTILITY. PROVIDE ALL NECESSARY EQUIPMENT AS REQUIRED. ® TRAP PRIMER, SEE SHEET P2. 3 OMITTED P4 N.T.S. \\ f2^ RETURN \ Z SINK 3/4- 1/2- BELOW STUB OUT ® ROOF /' PARAPET WALL, SEE SHEET R1 HB-2 /f 3/4 / ^ / 4 BAR d121 1/2" BELOW SLAB SEE (H-2) T. FOR MTG. HT. 3/4�_\ `-,• I1���''Y� / /•/ 1/2� 1/2" CW TO WH-2 DRINK #3 � ,/2" 1 3/¢•_ I 1/2 1/2„ AND SINK 1/2' \yI' #38o BELOWW�."• SLAB 1 /2" CW FROM TRAP 2 2 PRIMER TO FD2, SEE HB-1 II j SHT P20 V FD-2 N� 1/2- BELOW SLAB PRESSURE GAUGE REDUCED UNION (TYP.) PRESSUREBACKFLOW ASSEMBLY r_-_--_------ L-_..-_-- 2"0 SHUT - -J 2"0 WATTS PRESSURE REDUCING OFF VALVE 909M1QT-S W/ VALVE BY P.C. (SET TO 909-AG-F AIR 75 PSI MAX.) SEE NOTE BELOW 2"0 SHUT - GAP OR EQUAL o OFF VALVE NOTE 1) SECURE CW PIPING TO ADJACENT WALL 2) ROUTE BACKFLOW PREVENTER DRAIN 2"0 CW LINE TO EXTERIOR OF BUILDING AND TO BLDG. TERMINATE WITH 2" AIR GAP (MIN.). 2 BACKFLOW ASSEMBLY P4 N.T.S. INTERIOR EXTERIOR ESCUTCHEON PLATE GAS PIPE -SEE PLAN FOR SIZE CAULK BETWEEN SCH. 40 STEEL SLEEVE & GAS PIPE SLEEVE. ONE SIZE S (ALL AROUND, BOTH SIDES) LARGER THAN GAS PIPE. SLEEVE TO BE FLUSH WITH WALL NOTE: VERIFY THAT STRUCTURAL MEMBERS WILL NOT INTERFERE WITH GAS PIPE AT THE WALL PENETRATION. WALL SLEEVE DETAIL P4 / N.T.S. 5 OMITTED P4 N.T.S. /2" 1/2" I IR 1 1 1' LZ I Boi Od BAB_#121 SEE (H-2) P5 FOR MTG. HT. /2" BELOW SLAB s OMMITTED P4 N.T.S. mmmmmmmmmmmm \`\ MA Z (ER 441 \� 1 1/2' Q 3/4" 4 / 3/4" 1 1/2SII RETURN40� _," 1/2- /BOOSTER 1 SINSE HT95C \ � � � / 1 1/2- 3/4" STEAMER I �\ 3/4" (TYP.) SEE DTL 9/P6 \� 2" ,�2' 1/2' ` (OPT.) 3/q" II 1/2' 3/4" RECIPACKAGE RC. PUMP �J (TYP.) D.LSIi PROVIDED N WH-1 2" / j, 1/2" INSTALLEDBY P.C. 2' I (.) I E2 1 3/4^ ' 1 I .�/ 2"TYP I TO WATER 3/4"1 / I DTOL OFTENER. SEE DTL. SEE 1 , 2• 3/¢• 1 ,/2" An aN UTILITY#3$. SEE SITE UnUTY FAUCET SINK1 I I /• PLAN FOR 2CONTINUATION �i UTILITY 2" BELOW FAUCET GRADEQ3 (H-1) ?SEE DTL. C / 2/P4 \\\��ODV \\` 1I L F I /2- 1 �( \ THESE PLANS AND LL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIE D INSPECTORS THAT �IN ORDER TO MAY BE NEcES APpIICABLEE CODES. COMPLY WITH A SEE DTL. 3/P4 FOR CONTINUATION SEE DTL. 3/P4 FOR CONTINUATION I 3/4� VACUUM BREAKER BY P.C. I CAN WASH 3/4" SPRAYER FAUCET. CAN I Kf WALL WASH' PENETRATION II I N 1 3/4" 1 I CAN WASH SPRAYER 3/4" GALV. PIPE THRU 1 FLOOR AT 90' ANGLE W/"X" SLOT CUT IN 1 CAP SEE ARCH. DTL i CAN WASH DETAIL P4 N.T.S. 1 1/2" 1 `I TEA /2 COFFEE Y4 IJ H13 1 441C WATER �d h P WM Nm u 'Nu U� ul'F1d EP Uo sb ® V1 m J yn mo U ao C. L C. 4 MU °m W) D N G R o0 L m N 6 N p6pbj�a rcowiao ��rpzzpmw���� Z U OGO1-KI 7 a wwy �wU 2�{ w6���FZ 41 SU dO�-wi ��-�p<�wW zwpwo Zpz�>�{iarca$:66 FEwo as F���7Tgw TA Swwavi a ffuimwwwzw6 1�50w� w a<w <2w d T U TI2 0 0 O E p p mo~ O fyl�1� rc�L�iz Faaw �d �w M, 9mw-Zm< 3%z-w yp�¢O 'N Q8>F'O 00 Nl,i 4w}NV S<NUp oaxo ��vi�Sagmo w aw o?ooz� on �r o Q Q O Lr J 0 le Q Lff U Ld � w J � r cl� J n- C4 d 0 :3Id _ 0 O+ rL U p J u go -0 Revisions THRU ADDENDUM "A" 1/20/06 OHEALTH COMMENTS 5/21/08 ,&WDATE TO 201 STAIDINOS 7/P8/W , 4 CITY COMMENTS 1/5/09 PROJECT DATE 04/02/08 DRAWN BY JCL CHECKED BY RAM Sheet No. P4 \2005\05125\P4AAr4.dwg Jan 8, 2009-11:35am NOTES MARK PLUMBING FIXTURE SCHEDULE PLUMBING GENERAL NOTES Project No. 0512 1• ALL VALVES SHALL BE SAME SIZE AS PIPING SERVED (MIN.). GAS LOAD SUMMARY (MBH) WC-1 WATER LOSET, FLOOR MOUNTED, FLUSH VALVE 1. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR. 2. ALL GAS PIPE SIZES BASED ON NATURAL GAS: 2.0 psi (MAX.), RTU-1 130.00 A. A ERICAN STANDARD MADERA EL 1.6, 2234.015, L6GAL/FLUSH CONTRACTOR SHALL INSTALL SYSTEMS, EQUIPMENT & 0.6 SPECIFIC GRAVITY. P.C. SHALL VERIFY THAT GAS SYSTEM RTU-2 130.00 B. SEAT CHURCH y9500C OPEN FRONT LESS COVER "y PRESSURE DOES NOT EXCEED ALLOWABLE LIMITS OF GAS SHOWN IN THES ACCORDANCE MATH MINIMUM REQUIREMENTS RTU-3 169.00 C. SENSOR FLUSH VALVE - SLOAN ROYAL 111-ES-S, 1.6 GAL/FLUSH SHOWN IN THESE PLANS. ANY DEVIATION FROM THE DESIGN UTILIZATION EQUIPMENT. P C. SHALL SELECT AND PROVIDE RTU-4 260.00 PLANS SHALL ONLY BE PERFORMED IF APPROVED BY THE OWNER INDIVIDUAL PRESSURE REGULATORS FOR APPLIANCES TO REDUCE RTU-5 130.00 WC-2 WATER LOSET, FLOOR MOUNTED, FLUSH VALVE (HANDICAP). ^� PRESSURE FROM 2 PSI TO THE REQUIRED UTILIZATION PRESSURE A. AMERICAN STANDARD CADET 17"H EL 1.6/FV, 3043.102, 1.6 GAL/FLUSH REPRESENTATIVE OR DESIGN ENGINEER. ALL WORK SHALL MEET OFEQUIPMENT, UNLESS NO D OTH RWISE. (SEE NAMEPLATE 3 B. SET - CHURCH #9500C OPEN FRONT LESS COVER OR EXCEED THE MINIMUM REQUIREMENTS OF ALL APPLICABLE DATA). REGULATORS (MAXITROL SERIES 325) SHALL B USED C. SOR FLUSH VALVE - SLOAN ROYAL 111-ES-S, 1.6 GAL/FLUSH CODES AND STANDARDS. HOWEVER, ANY DEVIATION FROM THE „ FOR ALL EQUIPMENT AND INSTALLED IN A HORIZONTAL POSITION, D. MOUNT FLUSH CONTROL ON WIDE SIDE OF .STALL FOR ACCESSIBILITY. DESIGN PLANS IMPLIED BY LOCAL CODES THAT SUGGESTS _ ^� REGULATORS INSTALLED INSIDE BUILDING ARE TO BE PROVIDED INSTALLATION OF LESS THAN THE REQUIREMENTS SPECIFIED IN WATER HEATER 300.00 U-1 URINAL'! WALL MOUNTED, FLUSH VALVE THESE DESIGN PLANS SHALL NOT BE ALLOWED WITHOUT ^',^ r. WITH VENT LIMITING DEVICES (MAXITROL SERIES 12A39) OR .WATER HEATER 300.00 A. URINAL - AMERICAN STANDARD WASHBROOK 6501.010, 1.0 GAL./FLUSH APPROVAL BY THE OWNER REPRESENTATIVE OR THE DESIGN APPROVED EQUAL 4 B. SENSOR FLUSH VALVE - SLOAN ROYAL 186-1-ES-S ENGINEER.'- 3. SEE SHEET PM1 FOR GAS PIPING PLAN. C. ZURN CARRIER TYPE TO FIT INSTALLATION REQUIREMENTS D. MOUNTED 24"A.F.F. 2. PLUMBING CONTRACTOR SHALL MAKE CORRECTIONS IF WATER 4. P.C. SHALL INSTALL FLEXIBLE GAS HOSE NTH QUICK ) RA E 112.00 U-2 URINAL, WALL MOUNTED, FLUSH VALVE:(HANDICAP) - SUPPLY AND DRAINAGE FOR THE BUILDING ARE REVERSED. DISCONNECTES (PROVIDED BY FEC) BETWEEN GAS PIPING AND (24). FRYER 150.00 A. U INAL - AMERICAN STANDARD (HANDOOK 6501.010, T.0 GAL FLUSH APPLIANCES. FLEXIBLE HOSE SHALL BE SAME SIZE AS BRANCH (24) FRYER 150.00 3. INSTALL ALL THREADED CLEANOUT PLUGS WITH PIPE DOPE TO B. S SOR FLUSH VALVE - SLOAN ROYAL 166-1-ES-S PIPE. (37) WOK 90.00 C. ZU N CARRIER TYPE TO FIT INSTALLA11ON REQUIREMENTS ALLOW EASY REMOVAL IN. THE FUTURE. 1/2" RTU 1 5. CONTRACTOR SHALL .RUN FULL 1 1/2" DIAMETER PIPE FROM GAS (28) OVEN 88.00 D. MOUNTED 17" A.F.F. METER. ANY REDUCTION IN SIZE WILL NOT BE ACCEPTABLE. (121e) CHARBROILER 87.00 4. IT WILL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR (121e). CHARBROILER 87.00 L-1 LAVATORY, COUNTERTOP -TO INSURE THAT ITEMS TO BE FURNISHED UNDER PLUMBING li 6. TOTAL DEVELOPED LENGTH OF PIPING SYSTEM: 150 FEET. A. LAVATORY - INTEGRAL WITH COUNTER (BY G.C.) CONTRACT WILL FIT THE SPACE AVAILABLE. PLUMBING 7, TOTAL OF COMBINED 1288.010 B. FAUCET - SLOAN ETF-80-A-LT-EL154 CONTRACTOR SHALL MAKE NECESSARY FIELD MEASUREMENTS TO EE SHEET SP5 FOR GAS PIPING INSTALLATION AND MATERIAL C. SUPPLIES - McGUIRE 167 ASCERTAIN SPACE REQUIREMENTS, INCLUDING THOSE FOR 1/2 SPECIFICATIONS D. STRAINER - McGUIRE 155A E. TRApP ' McGUIRE 8902 CONNECTIONS AND SHALL FURNISH AND INSTALL SUCH SIZES AND 4 Q R PRpV1DE TRUEBRO (OR EQUAL) PIPING PROTECTION ON EXPOSED HOT WATER, SHAPES OF EQUIPMENT THAT ARE THE TRUE INTENT OF THE C LD. WATER, AND DRAIN PIPING BELOW SINK. DRAWINGS AND SPECIFICATIONS. 9/2" G. ORDER ONE TRANSFORMER NTH EACH LAV. E.C. SHALL INSTALL & 5. GENERAL CONTRACTOR SHALL PROVIDE ALL OPENINGS IN WALLS, CONNECT TO EACH FIXTURE. (4) REQUIRED TOTAL FLOORS, AND ROOF WITH EACH CONTRACTOR RESPONSIBLE FOR GAS SIZES SHOWN ARE FOR LENNOX EQUIPMENT. P.C. SHALL L-2 LAVATORY, WALL MOUNTED VERIFYING LOCATION AND SIZES OF ALL OPENINGS REQUIRED A. LAVATORY - STAINLESS .STEEL FABRICATOR, STAINLESS STEEL, UNDER HIS CONTRACT, UNLESS NOTED OTHERWISE ON THE PLANS. Sn1-s IS SELLECTED GAS SIZES AND LOCATION IF TRANS EQUIPMENT W/ CUSTOM SPLASH 6. PLUMBING CONTRACTOR SHALL PROVIDE PRESSURE REDUCING B. FAUCET - GOOSENECK FAUCET BELOW TERNTH HAND SINK VALVE, SWEAT TYPE, 25-75 PSIG DISCHARGE RANGE. C. SUPPLY WITH CUTOFF. VALVES BELOW COUNTER D. STRAINER - INTEGRAL WITH LAVATORY 1/2" E. TRAP - PROVIDED WITH SINK 7. ALL PLUMBING FIXTURES SHALL BE NEATLY CAULKED WITH F. PL MBING CONTRACTOR SHALL MOUNT SECURELY TO WALL SILICON COMPOUND WHERE FIXTURE MEETS WALL. Im G. I UNTED 31" A.F.F. RTU-4 L-3 LAY. ORY COUNTERTOP 8. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL W 14 rvp GAS COCK B. C WNEC� SERVING Y p I G LINE COUNTER ELECTRICAL AND CONTROL CONREFER TO TIONSELECTRICAL TO LEQUIPMENT PROVIDED ago 1 p V UNDER HIS CONTRACT. REFER TO ELECTRICAL PLANS FOR 4) p (TYPICAL) I. LOCATIONS OF JUNCTION BOXES, DISCONNECTS, AND CIRCUIT 9 Zcm DRIP LEG EMERGENCY MECHANICAL L-4 LAVATORY, WALL MOUNTED BREAKERS (PANELBOARDS). TYPE, SIZE AND NUMBER OF VALVE (SHUT-OFF) (TYP. OF A. LAVATORY - AMERICAN STANDARD COMRADE 0124.024 CONDUCTORS AND CONDUITS TO EQUIPMENT SHALL BE EQUAL TO '� E x (TYPICAL) 1/2 B. FAUCET - SLOAN ETF-80-A-LT-EL154 THE JUNCTION BOXES AND DISCONNECT SWITCHES. IN CASE OF 2), BELOW CLG. BY HOOD MFR. CONNECT TO ANSUL C. SUPPLIES - McGUIRE 167 PLUMBING EQUIPMENT CONNECTION TO A CIRCUIT BREAKER, THE SYSTEM OF EXHAUST HOOD D. STRAINER - McGUIRE 155A NUMBER AND SIZE OF CONDUCTORS AND CONDUIT SHALL 1^ E. 'TRAP - McGUIRE 8902 CONFORM TO THE LATEST NATIONAL ELECTRICAL CODE � TO SHUT DOWN GAS SUPPLY F. PFF��OVIDE TRUEBRO (OR EQUAL PIPING PROTECTION ON EXPOSED HOT WATER REGULATIONS. ALL MOTOR STARTERS, SNATCHES, CONTROL 3/¢• UPON DETECTION BY ANSUL C ILD WATER, AND DRAIN PIP�G BELOW SINK. RECESSED ICES,ETC., PROVIDED THE WALLS, Y THAT CONTRACTOR SHALL BE ARE U1 m DISTRIBUTOR. G. ORDER ONE TRANSFORMER WITH EACH LAV. E.C. SHALL INSTALL &WHERE CONNECT TO EACH FIXTURE. (3) REQUIRED TOTAL LOCATED IN MECHANICAL ROOMS. PROVIDE A NAMEPLATE FOR ��ppII Y^m 11 1/2 Y CW-1 CAN MASH ALL EQUIPMENT, SWITCHES, CONTROL DEVICES, ETC. VI rco P.C. SHALL SECURE GAS 3/4" A. JW BUILT BY GENERAL CONTRACTOR 36"x36"x8" 0 B. F UCET - FIAT #830-AA 9. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL M c v PIPING TO WALL (TYPICAL C. H E-AND HOSE BRACKET - FIAT 32-AA CONNECTIONS TO KITCHEN EQUIPMENT THAT REQUIRES WATER 0 n D. S RAYER FAUCET - T&S #ORK2 P.C.SHALL PROVIDE VACUUM BREAKER. +1 uI AND/OR WASTE ALONG WITH ALL PIPE, VALVES, WATER HAMMER AS E. P VIDE 3" P-TRAP U m 2 PSI 1 1/4" ARRESTORS, PRESSURE REGULATORS, ETC., REQUIRED FORA 0 a' - MAX. 0.5 PSI COMPLETE INSTALLATION. M NO REDUCTION Q FD-1 FLOOR RAIN w E 3/4" 1 1/4-IN PIPE SIZE 3 A. FL OR DRAIN - SIOUX CHIEF #832-36PBQ 10. PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL GAS PIPING 'd m g B. P OMDE 3" P-TRAP 0 AS SHOWN ON PLANS. ALL GAS PIPING SHALL COMPLY WITH � ll 0 0 1/2 1 1/4" GAS METER FD-2 FLOOR RAIN : LOCAL CODES. PLUMBING CONTRACTOR SHALL MAKE FINAL F'I Ld N a -1/2' A. FL OR DRAIN - SIOUX CHIEF /1832-36PBQ WITH TRAP CONNECTIONS TO ALL GAS EQUIPMENT. INSTALL REGULATORS AT 23 Y8 - 1/2" PRIMER CONNECTION EQUIPMENT WHERE REQUIRED BY MANUFACTURER OR CUTS B. PROVIDE 3" P-TRAP SUPPLIED BY FURNISHING CONTRACTOR. '^ 37 C. PROVIDE WITH ZURN #Z-1022 TRAP PRIMER ATTACHED TO LAVATORY SUPPLY LINE IN BATHROOM 11. PLUMBING CONTRACTOR SHALL INSTALL SHOCK ABSORBERS TO=�9m 1 1/4" HEADER 1 1 ¢, MEET ALL STATE AND LOCAL CODE REQUIREMENTS. 13�rmzzo:m"�� NIX ROOF PENETRATION 3/4" / FD-3 FLOOR DRAIN �00000 t-� NO REDUCTION A. FLOOR DRAIN - SIOUX CHIEF # 844-231 c'i v�iw�� b 3/4" IN PIPE SIZE B 3"TRAP 12. PLUMBING CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS oz �Qi�o z�ob 4 3 4" ALLOWED 0 FOR APPROVED FLOOR PLAN AND DIMENSIONS DO NOT SCALE Nrcw z�. 6969-10 24 / 1/2' 1 1/4" C. BRONZE TAP PLUMBING DRAWINGS. wE�x�aLA' mccFidm CEILING PENETRATION 24 NO REDUCTION FD-4 FLOOR RAIN W/ FUNNEL a. W W z j5 w -& ' w affic O IN PIPE SIZE A. FL OR DRAIN - SIOUX CHIEF (l832-36PBQ 13. .PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING o,I1� WZ¢6§ NFw€a 24b ALLOWED B. 3" TRAP CONDENSATE DRAIN PIPING ON AIR HANDLING UNITS. zQb�OZl�oolx .) C. SIOUX CHIEF #863-FNO OVAL FUNNEL COORDINATE WORK WITH MECHANICAL CONTRACTOR. Na$WmIS' mo-> RTU_2 3 WH-1 GAS W TER HEATER (2 REQUIRED) NH ma�i�Ojilir3Wo A. WATER HEATER - BRADFORD WHITE MODEL D-10OL-300-3N(A) 14. PLUMBING CONTRACTOR SHALL INSTALL WATER SUPPLY PIPES SO I=� NrcN �b am 1/2,.--- 29i11 EA. GALLON PER HOUR RECOVERY AT 100' RISE THAT NO PIPE JOINTS ARE UNDER FLOOR SLAB. ALL JOINTS uN �m g N oN B. 3 0,000 BTU/HR NATURAL GAS INPUT (EA.) SHALL BE ABOVE THE FLOOR IN ACCESSIBLE WALLS ¢wffN Fi EiP�iPw t 21e 3 C. BOILER ASME RATED H STAMP ��mc�i'x csi� D. 12 PSI ASME RELIEF VALVE (SUPPLIED W/ PACKAGE) 15. ALL PIPES PASSING THROUGH FLOOR SLAB OR. WALLS SHALL BE 121e E. WARRANTY SHALL BE 1 YEARS ON PARTS, 3 YEARS ON TANK INSTALLED NTH FOAM RUBBER INSULATION. bogjazdJam� 1/2" 1 1/4" F. 4"SCH. 40 PVC (SOLID) EXHAUSTANTAKE FLUE PIPING BY P-C. NO REDUCTION G. EXPANSION TANK - 12.5 GAL ASME EXPANSION TANK, MTX-30V-C 16. ANY DEVIATIONS FROM SPECIFIED PLUMBING FIXTURES LISTED IN aw�r�'g IN PIPE SIZE P.C. TO PRESSURIZE TO REGULATED PRESSURE BEFORE FIXTURE SCHEDULE SHALL BE PREAPPROVED FROM THE m�xoyy�r-viz>;rczmo ALLOWED INSTALLATION OF EXPANSION TANK. ENGINEER OR GOLDEN CORRAL PROJECT MANAGER. wf3�W6'i3<no�w 1 /2" INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS �a $n�wso=ooi� ROUTE !GAS PIPING BELOW HOT BAR 95 1,, H. WATER HEATER AND EXPANSION TANK FURNISHED WITH PACKAGE. 17. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR VENT LINE 1/2 - EQUIPME T. P.C. SHALL SECURE GAS AN INSTALLED BY PLUMBING CONTRACTOR TESTS AND WASTE SYSTEM TESTS. ALL HVAC AND EXHAUST PIPING ABOVE THE FLOOR J. PR VIDE VACUUM BREAKER - WAITS NO. 800, 1 1/2" SYSTEMS MUST BE RUNNING WHILE THEE TESTS ARE BEING on 95 PERFORMED. A CERTIFICATE WILL BE REQUIRED FROM THE 00 (UNISTRU /ANCHORS) AND BELOW THE K. T FOR OPERATION AT 140E PLUMBING CONTRACTOR CERTIFYING COMPLIANCE AND i�, 6 BOTTOM OF THE FOOD BAR TO MAKE - L. (1)REVERSE PARALLEL PIPE MANIFOLD KIT W/ (4) 2" UNIONS ACCEPTANCE OF THESE TESTS. SEE SPECS FOR ADDITIONAL INSTALLATION RIGID. (4 2" SHUT OFF VALVES, (2) BOILER DRAINS, (2) CHECK VALVES REQUIREMENTS. 00 (2 PRESS/TEMP GAUGES REGULATOR TO BE PIPED. 18. PLUMBING CONTRACTOR SHALL PROVIDE 1/2" INSULATION ON 0 '. IN THE HORZ. ANDAMiN. M.HOT WATER RECIRCULATION PUMP, TACO MODEL 008BF3 KITH 1/25 HP, COLD WATER PIPING TO PREVENT CONDENSATION AND 1' 0 OF 10' FROM WATER 11 V. 1P MOTOR AND TACO "00" TIMER AQUASTAT FOR AUTOMATIC INSULATION ON ALL HOT WATER AND HOT WATER RETURN OC HEATER INLET NI HTTIME SETBACK CONTROL PROVIDED WITH WATER HEATER PACKAGE PIPING. O AfD INSTALLED BY P.C./E.C. ORI( - 19. ALL INDIRECT WASTE LINES SHALL HAVE AN AIR GAP TWICE THE LL ®POSED yv WH-2 WATER HEATER ELECTRIC INSTANTANEOUS DRAIN DIAMETER WHERE IT TERMINATES AT FLOOR SINK, FLOOR A. BRADFORD WHITE MODEL ES-3500-1-S-10 120V/29.OA DRAIN OR OPEN HUB DRAIN , ^n,S ��®. ALL coRRe HP B. INSTALL PER MANUFACTURERS RECOMENDATIONS. L ?Lw AN RS 20. PLUMBING CONTRACTOR SHALL COORDINATE HIS WORK NTH ALL PRIME THESE. S%JBJECi T® CTO UTILITY FAUCET CONTRACTORS PRIOR TO INSTALLATION OF HIS WORK. D B� FIELD R 1N ORDER t® H-1 A. FAUCET - T&S MODEL 8-674-RC, AMERICAN STANDARD 8340.242, (W/ Q AN D ES. INTEGRAL VACUUM BREAKER). 21. ALL WATER PIPING UNDER CONCRETE SLAB SHALL BE TYPE "L" SOFT H g REwQpUIRE NECESSP !"CABLE CODES. H_2 UTIUTYp FAUCET DRAWN COPPER TUBING. ALL WATER PIPING ABOVE THE SLAB SHALL tl3 i "0 ® MAV BE w1iH ALL APQ BA. R F UCET WOODFORD FAUCET MODEL Y24, (W/INTEGRAL VACUUM 22 BE TYPE "M". ylrr P5 N.T.S. �, pPLV PROVIDE/INSTALL BACKFLOW PREVENTERS AS REQUIRED BY LOCAL J6� (n �OM Q B. MUNT FAUCET W/ 14" CLEARANCE FROM FAUCET OUTLET TO FINISHED CODES AT ANY POINT WHERE THERE IS DANGER OF THE NON -POTABLE Q a, FL0I . WATER SYSTEM COMING IN CONTACT WITH THE POTABLE WATER SYSTEM z OR ANY DANGER OF BACKFLOW. COORDINATE WITH LOCAL INSPECTOR. CO-1 CLEANOUT Q SIOUX SEE BACKFLOW PREVENTION SCHEDULE ON SHEET P2. " A. SOUX CHIEF �'834-3ABq o Sit A. SI_ B. TOP SHALL BE FLUSH WITH FLOOR -4/ 23. MECHANICAL DUCTWORK SHALL HAVE RIGHT-OF-WAY OVER ALL ®.= CO-2 CLEANOUT PLUMBING PIPES AND ELECTRICAL CONDUITS. A. SIOUX CHIEF #873-240 WITH COUNTERSUNK PLUG INSTALLED W IN PVC TEE 24. ALL FLOOR/HUB/TRENCH DRAINS AND FLOOR SINKS SHALL BE PROVIDED _1 _J ASME t, CO-3 CLEANGUT NTH DEEP SEALS. EXPANSION �,\ A. SIOUX CHIEF #878-40 MATH COUNTERSUNK W/ BRASS INSERT TANK _ �1 - B INSTALLED IN AN END OF LINE HUB 25. SET TOP RIM OF ALL FLOOR SINKS, FLOOR DRAINS, AND TRENCH DRAINS -CUT OFF 3 QP SHALL BE FLUSH WITH FINISHED PAVEMENT GRADE AND SHALL FLUSH WITH FINISHED FLOOR. RECIRC. PUMP PROVIDED VALVE HAVE AN 18"x18%6' CONCRETE PAD AROUND CLEANOUT U W/ WH PACKAGE AND ti----- 26. IF CITY WATER PRESSURE IS LESS THAN 45 PSI, P.C. SHALL PROVIDE -�' FS 1 FLOOR SINK INSTALLED BY P.C. i H A. FLOOR SINK (W/ 1/2 GRATE) - SIOUX CHIEF MODEL N0. 861-23X. W/ AND INSTALL WATER PRESSURE BOOSTER PUMP SYSTEM TO BOOST ------J" 1/� GRATE M 861-521 AND DOME STRAINER # 861-AD WATER PRESSURE 70 PSI. PUMP SHALL BE INSTALLED ON COLD RAIN PL G II WATER MAIN DOWNSTREAM REAM OF THE BACKFLOW PREVENTIER AND " 2"HW 140' TO CHECK VALVE (TYP.) FS-2 FLOOR iSINK : UPSTREAM OF THE PRESSURE REDUCING VALVE. CONTACT ENGINEER ( ) A. NOOR SINK (W/ 1/2 GRATE) - SIOUX CHIEF MODEL NO. 861-3P-D W/ FOR DETAILS AND SPECIFICATIONS OF SYSTEM. JA I BUILDING BULL FROM 1 GRATE # 861-51 AND DOME STRAINER SEE GAS RISER 1 BUILDING NOTE: 27, P.C. SHALL COORDINATE WITH SHEETS F1 THROUGH F7 FOR ALL t"^5 SHEET PS / TD-1 1RENC DRAIN PLUMBING REQUIREMENTS. THERMOMETER 3 4"HW RETURN P.C. SHALL COORDINATE MATH LOCAL CODE PROVIDED W/ OFFICIALS TO DETERMINE WHETHER AN ASME A. ENCH DRAIN - AS MANUFACTURED BY POLYDRAIN, INC.- DRAIN SHALL 1 RATED EXPANSION TANK IS REQUIRED. B 78:38"x6.1"x5.5" MINIMUM DEPTH WH PACKAGE GATE VALVE (TVPJ VACUUM RELIEF VALVE (VALVE B. PROVIDE WITH MEDIUM DUTY SLOTTED GRATE #440 1 ASME EXPANSION AND TEE ABOVE C. PROVIDE AND INSTALL N0. 233 STRAINER AND PROPERLY FITTING END CAP TANK WATER HEATER) i AND BOTTOM OUTLET ['I n '0 M-2 TRENCH DRAIN A. TRENCH DRAIN - AS MANUFACTURED BY POLYDRAIN, INC. - DRAIN SHALL ��.. BE 39.19"x6.1"x5.5" MINIMUM DEPTH L �12 PRE PIPED 1 I _ - _ _ B. PROVIDE WITH MEDIUM DUTY SLOTTED GRATE #440 ' SEE GAS RISER , C. PROVIDE AND INSTALL N0. 233 STRAINER AND PROPERLY FITTING END CAP SHEET P5 - I - . �- � _(�� AND BOTTOM OUTLET TP-1 TRAP PRIMER RevisionsHEAVY LINES REPRESENT I 7-` v ' 1 A. TRAP PRIMER - RN Z-1022 PRE PIPED MANIFOLD B. ATTACH TO LAVATORY SUPPLY LINE BELOW COUNTER IN. TOILET. PRE PIPED ' PRE PIPED C. M NT ON WALL BELOW COUNTER HS-1 FROST PROOF HOSE BIBB THRU .ADDENDUM "A" A. J.R. SMITH 5609SAP 1 /20/06 -F1 R-F1 HB-2 FROST PROOF HOSE BIBB� A. FAUCET - WOODFORD FAUCET MODEL 17, (ANTI -SIPHON FREEZELESS). B. MOUNT FAUCET TO SIDE OF PARAPET. /HEALTH COMMENTS 5/21/08 A x REVERSE PARALLELMANFOLPIPINfi. [/CITY �3 UPUAIEI➢DA'REXISINDAAIS7/7A/UB SEE NOTE 5. PRE PIPED i 1 PRE PIPED COMMENTS 1/5/09 B 1 I I I 1 1 � I � I GFNERAI 1. P.C. SHALL INSULATE CW/HW SUPPLY GAS COCK L.® I I PIPING FROM WATER HEATER PROJECT DATE (TYP.) o �I O 3/4" TEMP. /PRESS.. INLET/OUTLET. 04/02/08 6 RELIEF LINE DOWN TO 2. P.C/M.C. SHALL COORDINATE ALL WATER DRIP LEG ' ' FLOOR DRAIN BELOW, HEATER AND HEATER FLUE PIPING DRAWN BY (TIP) ® ,� ® TERMINATE 2" MIN. ABOVE INSTALLATIONS WITH GAS APPLIANCE FLOOR DRAIN (TYP. OF 2) SALES, INC. AT (704) 527-5810. 'JCL 3. M.C. SHALL PROVIDE AND INSTALL FLUE TOTAL LOADS UNION (TYP.) --- - o __ o PIPING TO WATER HEATERS. SEE "M' 3 QItCHECKED BY SHEETS FOR DETAILS EASE WASTE (W) 61 4. WATER HEATER REVERSE PARALLEL-i'IANITARY WASTE (FU) 149 RAM MANIFOLD,!. VACUUM BREAKER AND EXPANSION TANK SHALL BE PROVIDEDWITH WATER HEATER. AND INSTALLED BY P.C. DEMAND WATER 18975 r� /� Q uC^ cCQ -�L (� .sheet No. G WATER 1 EA -MR RNLI 0 5. TIMER FOR NIGHT PUMP COORDINATE 3 u D 3 UEMANCI) (MBH) HEATIHEN EQUIP. 9.00 4 P 5 FS5 N.T.S. NTH E.C. P5 N.T.S. (WATER HEATER 600:00 zzaa_Qo 4 Z:\2005\05125\P5AAr4.dwg Jan 8, 2009-10:59am NOTES: 1. GREASE TRAP SHALL BE ENGINEER DESIGNED BY MANUFACTURER TO RESIST ALL LOADS 2. IF PRE-FAB SEPTIC TANK IS USED, THEN TANK SHALL BE MODIFIED TO MEET ALL DETAILS & OPENINGS & NOTES. 3. SEE GEN. NOTE 24/P5 FOR SHOP DRAWING SUBMITTAL REQUIREMENTS, SHOP DRAWINGS SHALL SHOW EXACT DIMENSIONS, WALL THICKNESSES, CONIC. STRENGTH, ETC. 4. GREASE TRAP INSIDE DIMENSIONS ARE APPROXIMATE & ANY CHANGES IN LENGTH x WIDTH x DEPTH SHALL BE ADJUSTED IN PROPORTIONS SHOWN. 5. P.C. SHALL SUPPLY GREASE INTERCEPTOR BY 'STAY -RIGHT TANK COMPANY, INC." (800) 768-8265 OR EQUAL �I N li 36,. 0 _ A 41" 0 - DETAIL • pF! n MANHOLE COVER AND FRAME FOR 36" DIA. RISER TRAFFIC RATED (AS APPLICABLE) 32" 0 El \ M. N.T.S. M� 30" 0 L � p 35°' 0 DC IT A MIL -®• MANHOLE COVER AND FRAME FOR 30" DIA. RISER TRAFFIC RATED (AS APPLICABLE) PRE -CAST CONCRETE PIPE INSIDE DIAMETER AS INDICATED MAN HOLE COVER CLEAN -OUT T/ PAVEMENT MAN HOLE COVER SEAL CONNECTION tJ a WATERTIGHT WITH •• j NON -SHRINK PORTLAND 36" I.D. `' ` 30" I.D. • w �( CEMENT GROUT (TYP.) < () 4" PVC SAN. :r o o SOIL DRAIN fyC INFLUENT — - FROM BLOC. c SEE � PLAN FILL OPENING W/NON-SHRINK SOIL DRAIN TO SANITARY SEWER PORTLAND CEMENT GROUT 4• PVC 10 FILL OPENING W/ NON -SHRINK PORTLAND CEMENT " SOLID C.M.U. GROUT N 4" PVC T-2- CLEAR SEE NOTE 1 SEE NOTE 1 SECTION "A -A" (2) 1/2" DIAMETER HANDLES RED 'D (2) 4" PVC SAN. AT MANHOLE COVER IN LANDSCAPED TEES AREAS (TYPICAL) 1/4" SOLID STEEL CHECKERED SEE NOTE 1 PLATE MANHOLE COVERS (TYP.) r- - - - - - - - - - - - 1 - - - - - - - - - - - -----� , A Ow _•t a w 1 1 L---------------------------------- SEE NOTE 1 EQUAL EOUAL SEE NOTE 1 PLAN SCALE: N.T.S. 1/2- QUARRY TILE 4" CONCRETE SLAB FLOOR SINK GRATE 4" (MIN.g a 0, 4 ° �Z .4 v 4 y. COMPA�TED SAND SEE PLAN FOR SEC11ON PIPE SIZE NOTE: 1. FLOOR SINK SHOWN IS ZURN MODEL # Z-1950-33, num � i K I I 1hrq, 1" CONDENSATE DRAIN NTH P-TRAP FROM ROOF TOP HVAC UNIT SCHEDULE 40. PVC. FULL SIZE VENT iv 2" TRAP DEPTH OR MINIMUM REQUIRED BY MANUFACTURER. 1" DRAIN FROM RTU TO 1 1/2- PIPING WHERE MANIFOLDED AND TO ROOF SCUPPER/OOWNSPOUTS. SEE SHEET iRl. SLOPE= 1/8"/R. (MIN.) --7 ROOF TOP UNIT — ROOFING MATERIAL) / ROOF DECK — r3 CONDENSATE DRAIN P6 N.T.S. PROVIDE 4" COUPLING STAINLESS STEEL STRAINER SEE PLAN FOR WASTE LINES SIZES 4 HUB DRAIN P6 N.T.S. c. a. TILE P: 4 A 4 4 0. 1/2' IN -LINE CLEANOUT PLUG FIN GRADE W/RECESS SLOT 00 0 0 07 O O. O O O LONG SWEEP 1/4 BEND — END OF LINE EAval"Er'. ,OR ._ , . 1/2'HW (140 SHUT - UNION Project No.05125.00 0000 0000 qo DO° 00 SLOPE 1/8" PER FT. TO DRAIN SLOPE 1/8PER FT. TO DRAIN GRATE COVER 11" DIA. F FLOORING SEE ` - FINI HES SCHEDULES 6' DIA. L _ s ® - _ v o SEE PLAN FOR WASTE LINE SRE FLOPOR DRAIN 1 rz'Hu°a (1'i D') CUTLET 04 Emil as m TEMPERATURE/PRESSURE GAUGE SHOCK ABSORBER-1 3/4" HW (180') TO DISHWASHER N AND ALL PROPOSED WORK THESE P CT To ANY CORRECTIOgLIN AND S BJ FIELD INSPECTORS TH% RE( ECESSARY IN ORDER TO h ITH ALL APPLICABLE CODES. m THINSET SLOPE 2" TO RAISED SLAB SLOPE 2" TO RAISED SLAB THINSET TILE LOCK DOWN BOLT I TILE STAINLESS STEEL TOP/DRAIN THICKSET LE -SLOPE INLAY GRATE 1/2" ABOVE DEPRES TO UPPER SLAB, TYP. SLAB O DISHWASH ALL SIDES OF TRENCH RED DOT BUILT-IN I DRAINS O ASHWASHER LOCK BLOCK FOR GRATE LOCKDOWN POLYDRAIN I CHANNEL 4 CONCRETE FLOOR SLAB OR PAVEMENT .. 4' MIN.. POLYLOCK SOIL 4 I" LOCK TOGGLE SUBGRADE _ 4° ANCHOR RIB 4" SCH. 40 PVC DRAIN PIPE DISHROOM SLOPED ,'. TRENCH :.r: DRAIN - Y 1/2-CW INLET ANTI -SCALD MIXING VALVE MODEL' HBL-02 L.I i TEMPERATURE/PRESSURE RELIEF VALVE (150 PSI) �— 3/4' UNION (TYP.) ROUTE REUF VALVE PIPING TO NEAREST FLOOR RECEPTOR AND TERMINATE WITH 2" AIR GAP (MIN.). WOODFORD MODEL Y24 FAUCET 1" SCH 40 STEEL PIPE 1' STEEL 4 BOLT FLOOR FOAM FILL INSIDE Z, FLANGE BOLTED TO FLOOR W/ OF STEEL PIPE CONIC. ANCHOR SCREWS ._. (1/4'x2 1/4") W/ WASHER. d, THREADED CONNECTION FLOOR FINISH d d V. ° °+ 4" CONCRETE SLAB BACK FILL COPPER WATER SUPPLY TURE/PRESSURE 3/4' GATE OR BALL VALVE Zm F=I III rmn PRESSSURE REDUCING VALVE WITH BY-PASS 20 PSI FLOW PRESSURE MAXIMUM 04 0 r•tr nn r 6 Y 6 VY N •M r A _ Ue rA m �n a U ao Lw �v C�� N pp��U va {r y O y C O O a d pp L - N O. 12i5W 9wiam €��vaF ���wg�1a w o <�>es� �g#zF Pj�a C1 � w € 25 0 a w-Ia �_zIIJJ>� t~ pN�m�.yrcq�(, V<U2a�a w ='LS<Op UUK OV �� 0 my<<V,e� �ai$a hZS�o? oil o �n o� V, � J W � IG� � w IDS � � 0 � z_ g m Z Q C = O C o a J p "R C• { { Revisions THRU ADDENDUM "A" 1/20/O6 QIPoME 10 0.W®IT SINBABS 7/18IOB PROJECT DATE 04/02/08 DRAWN BY JCL CHECKED BY RAM Sheet No. P6 \\Lm101\draw\2005\05125 — GC Port St, Lucie, F1_\PfAAr3.dwd Jul 28, 2008--1,42prri TILE P: 4 A 4 4 0. 1/2' IN -LINE CLEANOUT PLUG FIN GRADE W/RECESS SLOT 00 0 0 07 O O. O O O LONG SWEEP 1/4 BEND — END OF LINE EAval"Er'. ,OR ._ , . 1/2'HW (140 SHUT - UNION Project No.05125.00 0000 0000 qo DO° 00 SLOPE 1/8" PER FT. TO DRAIN SLOPE 1/8PER FT. TO DRAIN GRATE COVER 11" DIA. F FLOORING SEE ` - FINI HES SCHEDULES 6' DIA. L _ s ® - _ v o SEE PLAN FOR WASTE LINE SRE FLOPOR DRAIN 1 rz'Hu°a (1'i D') CUTLET 04 Emil as m TEMPERATURE/PRESSURE GAUGE SHOCK ABSORBER-1 3/4" HW (180') TO DISHWASHER N AND ALL PROPOSED WORK THESE P CT To ANY CORRECTIOgLIN AND S BJ FIELD INSPECTORS TH% RE( ECESSARY IN ORDER TO h ITH ALL APPLICABLE CODES. m THINSET SLOPE 2" TO RAISED SLAB SLOPE 2" TO RAISED SLAB THINSET TILE LOCK DOWN BOLT I TILE STAINLESS STEEL TOP/DRAIN THICKSET LE -SLOPE INLAY GRATE 1/2" ABOVE DEPRES TO UPPER SLAB, TYP. SLAB O DISHWASH ALL SIDES OF TRENCH RED DOT BUILT-IN I DRAINS O ASHWASHER LOCK BLOCK FOR GRATE LOCKDOWN POLYDRAIN I CHANNEL 4 CONCRETE FLOOR SLAB OR PAVEMENT .. 4' MIN.. POLYLOCK SOIL 4 I" LOCK TOGGLE SUBGRADE _ 4° ANCHOR RIB 4" SCH. 40 PVC DRAIN PIPE DISHROOM SLOPED ,'. TRENCH :.r: DRAIN - Y 1/2-CW INLET ANTI -SCALD MIXING VALVE MODEL' HBL-02 L.I i TEMPERATURE/PRESSURE RELIEF VALVE (150 PSI) �— 3/4' UNION (TYP.) ROUTE REUF VALVE PIPING TO NEAREST FLOOR RECEPTOR AND TERMINATE WITH 2" AIR GAP (MIN.). WOODFORD MODEL Y24 FAUCET 1" SCH 40 STEEL PIPE 1' STEEL 4 BOLT FLOOR FOAM FILL INSIDE Z, FLANGE BOLTED TO FLOOR W/ OF STEEL PIPE CONIC. ANCHOR SCREWS ._. (1/4'x2 1/4") W/ WASHER. d, THREADED CONNECTION FLOOR FINISH d d V. ° °+ 4" CONCRETE SLAB BACK FILL COPPER WATER SUPPLY TURE/PRESSURE 3/4' GATE OR BALL VALVE Zm F=I III rmn PRESSSURE REDUCING VALVE WITH BY-PASS 20 PSI FLOW PRESSURE MAXIMUM 04 0 r•tr nn r 6 Y 6 VY N •M r A _ Ue rA m �n a U ao Lw �v C�� N pp��U va {r y O y C O O a d pp L - N O. 12i5W 9wiam €��vaF ���wg�1a w o <�>es� �g#zF Pj�a C1 � w € 25 0 a w-Ia �_zIIJJ>� t~ pN�m�.yrcq�(, V<U2a�a w ='LS<Op UUK OV �� 0 my<<V,e� �ai$a hZS�o? oil o �n o� V, � J W � IG� � w IDS � � 0 � z_ g m Z Q C = O C o a J p "R C• { { Revisions THRU ADDENDUM "A" 1/20/O6 QIPoME 10 0.W®IT SINBABS 7/18IOB PROJECT DATE 04/02/08 DRAWN BY JCL CHECKED BY RAM Sheet No. P6 \\Lm101\draw\2005\05125 — GC Port St, Lucie, F1_\PfAAr3.dwd Jul 28, 2008--1,42prri IN -LINE CLEANOUT PLUG FIN GRADE W/RECESS SLOT 00 0 0 07 O O. O O O LONG SWEEP 1/4 BEND — END OF LINE EAval"Er'. ,OR ._ , . 1/2'HW (140 SHUT - UNION Project No.05125.00 0000 0000 qo DO° 00 SLOPE 1/8" PER FT. TO DRAIN SLOPE 1/8PER FT. TO DRAIN GRATE COVER 11" DIA. F FLOORING SEE ` - FINI HES SCHEDULES 6' DIA. L _ s ® - _ v o SEE PLAN FOR WASTE LINE SRE FLOPOR DRAIN 1 rz'Hu°a (1'i D') CUTLET 04 Emil as m TEMPERATURE/PRESSURE GAUGE SHOCK ABSORBER-1 3/4" HW (180') TO DISHWASHER N AND ALL PROPOSED WORK THESE P CT To ANY CORRECTIOgLIN AND S BJ FIELD INSPECTORS TH% RE( ECESSARY IN ORDER TO h ITH ALL APPLICABLE CODES. m THINSET SLOPE 2" TO RAISED SLAB SLOPE 2" TO RAISED SLAB THINSET TILE LOCK DOWN BOLT I TILE STAINLESS STEEL TOP/DRAIN THICKSET LE -SLOPE INLAY GRATE 1/2" ABOVE DEPRES TO UPPER SLAB, TYP. SLAB O DISHWASH ALL SIDES OF TRENCH RED DOT BUILT-IN I DRAINS O ASHWASHER LOCK BLOCK FOR GRATE LOCKDOWN POLYDRAIN I CHANNEL 4 CONCRETE FLOOR SLAB OR PAVEMENT .. 4' MIN.. POLYLOCK SOIL 4 I" LOCK TOGGLE SUBGRADE _ 4° ANCHOR RIB 4" SCH. 40 PVC DRAIN PIPE DISHROOM SLOPED ,'. TRENCH :.r: DRAIN - Y 1/2-CW INLET ANTI -SCALD MIXING VALVE MODEL' HBL-02 L.I i TEMPERATURE/PRESSURE RELIEF VALVE (150 PSI) �— 3/4' UNION (TYP.) ROUTE REUF VALVE PIPING TO NEAREST FLOOR RECEPTOR AND TERMINATE WITH 2" AIR GAP (MIN.). WOODFORD MODEL Y24 FAUCET 1" SCH 40 STEEL PIPE 1' STEEL 4 BOLT FLOOR FOAM FILL INSIDE Z, FLANGE BOLTED TO FLOOR W/ OF STEEL PIPE CONIC. ANCHOR SCREWS ._. (1/4'x2 1/4") W/ WASHER. d, THREADED CONNECTION FLOOR FINISH d d V. ° °+ 4" CONCRETE SLAB BACK FILL COPPER WATER SUPPLY TURE/PRESSURE 3/4' GATE OR BALL VALVE Zm F=I III rmn PRESSSURE REDUCING VALVE WITH BY-PASS 20 PSI FLOW PRESSURE MAXIMUM 04 0 r•tr nn r 6 Y 6 VY N •M r A _ Ue rA m �n a U ao Lw �v C�� N pp��U va {r y O y C O O a d pp L - N O. 12i5W 9wiam €��vaF ���wg�1a w o <�>es� �g#zF Pj�a C1 � w € 25 0 a w-Ia �_zIIJJ>� t~ pN�m�.yrcq�(, V<U2a�a w ='LS<Op UUK OV �� 0 my<<V,e� �ai$a hZS�o? oil o �n o� V, � J W � IG� � w IDS � � 0 � z_ g m Z Q C = O C o a J p "R C• { { Revisions THRU ADDENDUM "A" 1/20/O6 QIPoME 10 0.W®IT SINBABS 7/18IOB PROJECT DATE 04/02/08 DRAWN BY JCL CHECKED BY RAM Sheet No. P6 \\Lm101\draw\2005\05125 — GC Port St, Lucie, F1_\PfAAr3.dwd Jul 28, 2008--1,42prri BACK FILL COPPER WATER SUPPLY TURE/PRESSURE 3/4' GATE OR BALL VALVE Zm F=I III rmn PRESSSURE REDUCING VALVE WITH BY-PASS 20 PSI FLOW PRESSURE MAXIMUM 04 0 r•tr nn r 6 Y 6 VY N •M r A _ Ue rA m �n a U ao Lw �v C�� N pp��U va {r y O y C O O a d pp L - N O. 12i5W 9wiam €��vaF ���wg�1a w o <�>es� �g#zF Pj�a C1 � w € 25 0 a w-Ia �_zIIJJ>� t~ pN�m�.yrcq�(, V<U2a�a w ='LS<Op UUK OV �� 0 my<<V,e� �ai$a hZS�o? oil o �n o� V, � J W � IG� � w IDS � � 0 � z_ g m Z Q C = O C o a J p "R C• { { Revisions THRU ADDENDUM "A" 1/20/O6 QIPoME 10 0.W®IT SINBABS 7/18IOB PROJECT DATE 04/02/08 DRAWN BY JCL CHECKED BY RAM Sheet No. P6 \\Lm101\draw\2005\05125 — GC Port St, Lucie, F1_\PfAAr3.dwd Jul 28, 2008--1,42prri 8' UNIT) 11 1,4� 111 (TO H-1)���2" CW 3/4" HW ®ELEVATION E SCALE: 1/4" = 1'-0" �rl � .I.11lD oil • II—I�IY�Yi��li■■o m it®� —1 1/2- WASTE 1/2" HW ELEVATION SCALE: 1/4" = 1'-0" Z:\2005\05125\P7AAr4.dwg Jan 8, 2009-11:37am 1/2" CW 1 1/2" WASTE 1/2- HW 1/2" H W I a 1/2" HW GAS LINE FROM ROOF - GAS LINE TO ABOVE CEILING EMERGENCY — MECHANICAL VALVE GAS COCK (TYP.) (TYP. OF 2)— �'-"--- nn GAS, T KITC N EQ MENT GtJ REGULATOR P.C.ISHALL SECURE GAS ROUTE THRU WALL TO COOKING EQUIP. ON OTHERSIDE - SEE ELEV. E ,wdih,-ELEVA_ - SCALE: 1/4" = 1'--0" 2' 1/2" CW 1/2" HW- 1 1/2" WASTE - 1/2" CW- R FVATI �ELEVATION O SCALE: 1/4" = 1'-0" A m 1/2" CW 4■ a iso II� ® I n 1/2" HW (110-) 1 1/2" WASTE 1/2" CW > Project No.05125.00 A ELEVATION A SCALE: 1/4" = 1'-0" z -__.._ rnannionau vvvWn I FREEZER UNIT la o0 Ln Ind 3 m 63 WJ M1 ZLLUW �V 60 r �Nw€�SQz�� COOLER FREEZER DOOR DOOR ---- I,1r w<€��t'-gym ,�a$mo 5mw wwoffi wiFoo u� • ,__._ __,� and w � z o • � �N�m�Ci<�<YSo��o W W zWZ W W 1/2" HW 1/2" CW wH Ws`�3p mc<iUtzrc a<,�� 1/2.. CW 1/2" HW3sobWgana m F1 E COPY ELEVATION dIy 0 �=��=W wa ��o'a S�<`mo'Zw�mo ��a �a���Pioio oi_ SCALE: 1/4" 1._0" 00 O THESE PLANS AND ALL FROPOSED WORK o\ AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO to-u f] COMPLY WITH ALL APP ICABLE CODES. 15'-D• ® z -J I LL _ 4 u j 0 P.C. SHALL SECURE GAS 4' 8" u) PIPE TO WALL BEHIND 4'-4• 3" 3" g_2" �I ` Z 0 COOKING EQUIPMENT W/PIPE 4'-0" Op STRAPS AS REQUIRED. j 1/2' CW Cd O :D Lu d :j0- aw 1/2"! 7ZQ .. ° CW _ 41d p Ls o S C 1/2" CW 3 23s fi W 0 0 -r I 1/2" CW TO Q NDENSER 1/2- HW (110') 1/2" CW 1/2" CW TO ENERATOR 1 1/2" WASTE 1/2" C"El - rm /-y O.� .ELEVATION H mmbbE-EVATION J SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0' .ELEVATION LSCALE: 1/4" = 1'-0" rr-,4"4\ nn ELEVATION U _ .; A C F E J' T yul IM TO H-1) Y PLAN THRU ADDENDUM "A" 1/20/06 Q3 RAIE M QAtlIFNf SIAtDM 7MIM A PnN COMMENTS 1/5/09 PROJECT DATE 04/02/08 r- - DRAWN BY JCL CHECKED BY RAM Sheet No. , P`7 GAS PIPE Project No.05125.00 DOWN TO METER ' r — — — — — — — —IL — — — — — —1 1 ` I V6 V8 -- o ----- ---- II II II II II I� ^ — — — vJi 1 1/2" —�''— —�— —�— —�-1 1 1/2" Y 4 1 Co Q �Y 11C CO m AS IPE DO G1. C r=-- _= l 8 I OR I 416 i CO C II SF_1B w n n * G EQUIP. PTIONAL - ii 1 1/2" \ 10 4 OREMOTE� SEE SHEET P5 J 1 d ��1 C x 2 CONDENSER "GAS PIPING GAS PIPE DOWN k a p I, J 4/ RISER" FOR ALL TO WATER HEAT r UTILITY ROOM o 'i 4 ( a PIPING SIZES Q3 it V VENTILATOR 4 7 8 fl 1/2, G c -1 J SEE SHEET M1 u ---_ `--_ i' v 8 C -BAKERY- 10 10 == 4 N u BUTEHE COOL EEZER WSPEAY 4 y EF-8 COOLER V4 _ COOLER - ^C'OMP F- _ CQML' - o COMP_ _COMP _COMP n_ g 4 WATER HTR. FLUE SEE IL TYP. GAS PIPE b 4 DET. 7/M3 AND I 1 1/2" SUPPORT, SEE 4 GENERAL NOTE 7/PMi w 1 DET. 2/P5 4 - o G G G AS PIPE DOWN C V5 THRU ROOF FOR 5 I I EFEF=9 d_� OPTIONAL A I �„ k N 4C 4 g COOKING EQUIP. 10 4 \O LOCA4 9N V11 I +) ® Lj --- 10 ROOF MEMBRANE rr -_ -- ___-__ =ter C � ZP ---- ---- G 11 CO 1 CO '�Ii SATUTE DISH 3 SEE SPECS. "ii V12 - F EP ii PROMDED/INSTALLED aftsJ1 1 C 1 CO U ` a -7 ----------- --------- _--_ J _____ __ ___---I-ir It BY EQUIP. SUPPLIER. - --irl u II n a I I II II co It 3' x 3' SPACE 4 a u R'fU #3 n u u 1, - _ - = JL n REQUIRED. - - JL JI V3 _�I - �I 10 r - - �i CO L�r cs n -=iTi �'___� 3 oft ---- V2 it R u 5 q.�I II a I' 11 II o r �r�i 11 TU ..# ROOF �L .. I. _ _ _ _ _ it IL Jj II SF_lA n SATELLITE DISH II II II II �L___ ® p 11 I I I Y m - ---- - D PROVIDE SEE SPECS. -- ----� EQUIP.. SUPPLIER. I I Lo bV 10 3' x 3' SPACE REQUIRED. 5 I 0MEMBRANE 1°.m 5 3 4 I II o dP I PC- C- PC-3 q13 MOUNT HOSE BIBB TO PARAPET. 4 ROOF RIDGE I I f ROOF RIDGE 4 SEE P2 FOR CONTINUATION. 00 MnM MOUNT ON VERTICAL WALL NEAR ROOF PEAK. / \ V1 yyiE m -. ,ZWZ ,- a Z � W TROLS '� PHOTO -CON / \ K' S � a MUST FACE NORTH. a� ii�� �sJ&8 / _ y o U p S I SEE SHEET E6 A I �Oj JCIW m�pUW O. ZOO9W W" w ow<1LL / \ K82U�F�41`31KJJ LL� W KK3 p I // // `\ \ I I _ n oc3 ooz€ wN, wroia 'WzoW U)Lq — —I VALLEY I FLASHING / / \ \ N I - ^ OW \ J _ WORK I ALL PROPOSED I k 1_� THESE PLANS AND CORRECTIONS I `IIIN® SUBJECT TO ANY THAT p Q "QL)IRED BY FIELD INSPECTORS ER TO I UL z RIDGE VEN \ \ t Xy BE NECESSARY IN CODES. c� l� i = — / / \ \•,Pay WITH ALL APPLICABLE w / I "a \ \CL \ FILE COPI = k �0 �o L--R— ---D--- —-Ir —- fir----R---— -N- — —— — — — ---� / —I r-'�--IT— T— -- F7---�-------R----� ---�---�---� z �� ago II II II II II �'I II II I I II II H II II II I Q 'CO' II II II II II II II II II II II II II II II II II II = v 3 -------------------------------------—---------- U O w CONDENSER UNIT. - SEE PLAN — — — — — — — — — — — - — — — — — — - �+y O El`AL NOTES" ATTACH COND. UNIT TO RAILS W/ 1) 3/8" GALV. BOLTS - 2 EACH SIDE AT RAILS) OR (4) HURRICANE STRAPS SCREWED TO BOTH II y I � 1. ALL PLUMBING VENTS AND MECHANICAL EXHAUST OUTLETS SHALL BE INSTALLED 10' (MIN.) FROM ANY BUILDING y---- RAILS AND UNIT STRAPS (2) 5/8" SCREWED TEK 1 FRESH AIR INTAKE AS SHOWN. ° d �t SCREWS D STAND AND UNIT 2. SEE SHEET P5 FOR GAS PIPING RISER. '6r:;;� l� � j 3. ALL PENETRATIONS THRU ROOF SHALL BE BY GEN. CONTR, AS PER ROOF MFR.'S STANDARD DETAILS. �—�I ROOF TOP EQUIPMENT SHOWN IS FOR LENNOX EQUIPMENT. IF ALTERNATE TRANE EQUIPMENT IS SELECTED, CONTRACTOR IS _ _ _ _ _ _ _ _ 4. ALL ROOF TOP UNITS SHALL BE LEVEL AFTER INSTALLATION. M.C. SHALL VERIFY ALL RTU'S DRAIN PANS FOR PROPER DRAINAGE. RESPONSIBLE TO COORDINATE ALL MECHANICAL REQUIREMENTS e� "ALUM STAND - HD" HEAVY DUTY EXPOSE "C" AS REQUIRED, 5. Do NOT SCALE DRAWING. AS MANUFACTURER BY PRECISION ALUMINUM 6. M.0 SHALL PLACE HINGES `FOR EXHAUST FANS ON ELECTRICAL DISCONNECT SIDE, COORDIATE FINAL LOCATIONS WITH E.C. NNNNNN PRODUCTS INC.(954-480-6919) LENGTH TO BE p ^ 7. M.C. SHALL ROUTE HEIGHT OF GAS FLUE VENT TO BE 24" (MIN.) ABOVE ADJACENT PARAPET. USED PARAPET WALL DETERMINED BY NO. UNITS HE D. ROOF 1 L/'1N TO BACE AND SUPPORT FLUE VENT INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. Revisions ---r. c c �i--gyp COUNTERFLASHING SCALE: 3/16" = 1'-0" FLASHING THRU 'A/20/06M "A" -- ROOF DECK CONSTRUCTION NOTES:04 1/2°/D6 FLASHING PER ROOFING MFR. STD. DET'S. ACITYTCOMMEo Mw NTS 1/5/09 MIN. 24 GA. G.I. PIPE 0 WIRING FROM REMOTE CONDENSING UNIT TO EVAPORATOR COIL, DOOR HEATER AND THE LIGHTS IN COOLER/FREEZER UNIT FRONDED BY R.C. M.C. SHALL / (4) 3/8" 0 x 4" ENCLOSURE COVER PLACE UNITS ON ROOF, R.C. SHALL SET CONDENSER UNITS IN CORRECT LOCATION AND CONNECT. COORDINATE W/GENERAL CONTRACTOR. QCITY COMMENTS 1/5/09 LAG SCREWS ROOF MEMBRANE MULTI PIPE GROUPING Q M.C. SHALL PROVIDE 6" EXHAUST DUCT (WITH ELBOW AND CAP) AND EXTEND HEATER EXHAUST OUTLET TO BE 2' (MIN.) ABOVE THE OUTSIDE AIR INLET ON V HEAD NAIL @ ADJACENT UNIT RTU-2 AND 4. INSTALL PER MANUFACTURER'S RECOMMENDATIONS SLEEVE WHERE VENT PIPE E 6' - 8' O.C. REQUIRED PIP P SCREW THRU NEOPRENE I ..STANDARD MOUNTING FOR THE SATELLITE DISH SHALL BE THE NON -PENETRATING ROOF MOUNT AS SHOWN. THE ALTERNATE MOUNTING METHOD IS WALL 18" MIN WASHER , 3 PER SIDE MOUNT. THE EQUIPMENT SUPPLIER SHALL DETERMINE THE MOUNT MOST APPROPRIATE AT THE TIME OF INSTALLATION. THE LOCATION ON THE ROOF MUST " PIPE SHEETING HAVE A CLEAR VIEW OF THE SOUTH/SOUTHWEST SKY, NEOPRENE GASKET Z �EiP6 ® M.C. SHALL PLACE EQUIPMENT ON ROOF AS SHOWN ON PLAN. METAL BASE CA M.C. SHALL LABEL RTU'S WITH 3" HIGH BLACK LETTERS, I.E. RTU yt. PROJECT DATE ROOF - © NOT USED. A3 04/02/08 DRAWN BY 07 DISPLAY REMOTE CONDENSER UNIT LOCATION. PERLITE CANT STRIP W/ 4' LMHT: VENT PIPE TREATED 4x4x8" LONG LEGS -NAIL TO DECK ® P.C. SHALL PROVIDE GREASE DRAIN PIPE FROM EXHAUST FAN CURB TO FLOOR SINK UNDER PREP SINK. SEE SHEET P7 AND DETAIL AT ALL "T"S, "L"S AND AND/OR CURB @ 12' O.C. 2/P3, CHECKED BY 10'-0" O.C. MAX. 2x8 WD CURB SECURED TO ROOF DECK NOT USED. ANRT/RAM PIPE i ; Sheet No. 2 1 II' pT ---�-®-- 10 ALL GAS PIPING AND ELECT. CONDUITS PENETRATING ROOF SHALL GO THROUGH ROOF CONDUIT CURB (SEE DET. 1/PM1) INSTALLED BY G.C. & ROOFING P M 1 VENT THRU ROOFr q Pm1 SCALE: N.T.S. f M1 SCALE: N.T.S. CONTRACTOR; E.C. AND P.C. SHALL COORDINATE. INSTALL PER ROOFING MANUFACTURER'S RECOMMENDATIONS AND DETAILS. MY I N. LS. � — -- 11 P.C. SHALL INSTALL SCH. 1" 40 PVC CONDENSATE DRAIN LINE FROM EACH RTU. INTERCONNECT AND ROUTE 1 1/2" AS SHOWN AND ROUTED TO STORM DRAIN VIA SCUPPERS/DOWNSPOUTS, TERMINATE W/ 2" AIR GAP (MIN), SEE DETAIL 3/P6. 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Ali t " E- -n � /�IL� ,�! 1®C _ ION 11 U_ u� l [- �■L_ 1�®-_ i�.��ii _ �� 1 �� 0 I� � �( ■ I _ ; !!►� � CAL ■� ■I ._ _■ WIM.•,EMEA : _.---,-----� _ _ _ 1No m 71�L1■rr.7❑gym'■■ I� lip■■L/ 1Ai■r�l l ■ ■■�� II �''!�■I■®�:���.. ��I���IL�� �L■�!�T�I � �<r71�7i1L'1R�-'Ili<71!1'1'le'1\� � ,Ia..1�� ,1�6,11 e e �' e ■■11.■■■■I■_■■■■■L dui I� I j; 11 ® 1 r a • . ,"ilk. • • = e - ■■ �I��I®�I ■■■■ it • �, EI SHEET M2. wl Nil mv, cfb I�!�II!�i�lhhl hi�ll�S'.�Ih�I ■ __._--„_—,,v,l■�I�el�, ■I.---�i�ll. a. .Ih��i�ll. - n�ll�i�ll.�i�—:Il�i�ll.�d�l - j, • • ° • ®®ear. NEW m In ■aii=MAI ' , ',_rl� � • • I on,I1INN ■�FL! I er��- • Ir �� `° • , MECHANICAL PLAN 00111 INN, ■��1 ■®L■���LL■■■��`' Ili■ . : • ■ e •• �• 8 0 1 �, P MAY BE BLE G C7 GENERAL NOTES: 1D0 �(27 •� L COMPLYWITHALLAPPLIC � B L�I, 500', L MECHANICAL CONTRACTOR SHALL REFER TO SHEETS LEGEND 1. SEE SHEET M2 FOR OTHER GENERAL NOTES. ) F1 THROUGH F7 FOR INFORMATION PERTAINING TO , ® 250 REQUIREMENTS FOR RESTAURANT EQUIPMENT. �` g' 0 10"o _ DIFFUSER SYMBOL SEE 0 2. COORDINATE ALL ROOF TOP EQUIPMENT WITH ROOF FRAMING PLAN. X SHEET M2 FOR SCHED. RIGID ROUND DUCT O 3. SEE SHEET M2 FOR BLADE SETTINGS ON SIDEWALL DIFFUSERS TYPE "A", UNLESS OTHERWISE NOTED ON THIS PLAN. ® 10 ALL NOTED DIMENSIONS ARE TO CENTERLINE OF REGISTER. P ATTIC ACCESS AIRFLOW (CFM ) `SVI ■ ■ ■ ■ ■ ■ ■ ■ ■ W� ROUND FLEX DUCT @ 4. ALL DUCTWORK SHALL BE RUN ABOVE THE FINISHED CEILING AND BETWEEN JOIST OR AS TIGHT TO THE JOISTS SUPPLY DIFFUSER ` r' AS POSSIBLE UNLESS OTHERWISE NOTED. (DIFFUSER SHOWN IS A THREE-WAY WITH ONE SUPPLY AIR DUCT ® SIDE BLOCKED) ELBOW/RISER CONSTRUCTION NOTES: RETURN AIR GRILLE RIGID RECTANGULAR i@VISIOCIS M.C. DUCTWORK 01 MECHANICAL CONTRACTOR (M.C.) SHALL INSTALL MANUAL FIRE PULL AT 54" A.F.F. AND AT LOCATION SHOWN. ENSURE FIRE PULL LOCATED BETWEEN t0 AND_20 FEET FROM COOKING 16 MASTER THERMOSTATS SHALL BE MOUNTED INSIDE THE OFFICE WALL ®48" A.F.F. A5 SHOWN OR AS DIRECTED BY OWNER REPRESENTATIVE M C SHALL LABEL EACH FOR EASY EQUIPMENT WHICH IT SERVES OR IS LOCATED AS DIRECTED BY LOCAL INSPECTOR. M.C. SHALL LABEL (FOR EASY IDENTIFICATION) THE FIRE PULL FOR CORRESPONDING HOODS NUMBER IDENTIFICATION. E.C. SHALL PROVIDE J-BOX AS REQUIRED. SEE SHEET M5. EXHAUST GRILLE THRU ADDENDUM "A" SHOWN ON PLAN. 17 O M.C. SHALL INSTALL ELECTRIC UNIT HEATER UH-1 AT 8•-0" (MIN.) A.F.F. AND THERMOSTAT (SET TO TURN ON AT 45F)'IN LOCATION SHOWN ON PLAN 48" A.F.F. SEE MISC. MECH. EQUIP. DUCT TRANSITION MANUAL FIRE SUPPRESSION 1/20/06 0 M.C. SHALL INSTALL SENSORS M.C.48" A.F.F L SHOWN OR AS DIRECTED BY OWNER REPRESENTATIVE. E.C. SHALL PROVIDE J-BOX AS REQUIRED (MASTER THERMOSTATS SHALL BE 18 MCC.ED. ON SHEET M2. SHALL CONTACT THE LOCAL AUTHORITIES ABOUT MAKE-UP AIR DUCT MATERIAL REQUIRED. SUBSTITUTE THE FLEX DUCT WITH RIGID IF REQUIRED BY THE LOCAL CODE. ❑ LOCATED IN THE OFFICE). . SHALL LABEL EACH FOR EASY IDENTIFICATION. SEE SHEET M5. F PULL STATION THE X SUBSCRIPT "X" INDICATES aUPDAIE 10 QAinfNT STANDS 7/28/08 O M.C. SHALL INSTALL AIR CURTAIN, (3) TOTAL, ABOVE DOORS AS LOW AS POSSIBLE AT LOCATION SHOWN. COORDINATE WITH GENERAL AND ELECTRICAL CONTRACTORS AS REQUIRED. 19 DENTSHALL IONINSTALL AVEITH T ERAGIT ING SENSORUMBER S 0 480N PLAN.ORC NDICATED RTU'S SHOWN. FOR AVERAGING TEMPERATURES. E.C. SHALL PROVIDE J-BOX ASEREQU ET IRED. M.C. SHALL LABEL EACH AVERAGING SENSOR FOR EASY HOOD NUMBER TAP IN BRANCH DUCT QCITY COMMENTS 1/5/09 OT THERMOSTAT WITH VOLUME DAMPER ® M.C. SHALL PROVIDE DUCT MOUNTED SMOKE DETECTORS IN THE SUPPLY AND/OR RETURN DUCTWORK OF EACH UNIT. VERIFY REQUIREMENTS WITH LOCAL AUTHORITIES. ACCESS SHALL ©0 DO NOT INSTALL CUSTOM COOKING HOOD UNTIL AFTER THE HOT BAR SUPERSTRUCTURE IS INSTALLED. ■'� FOR ROUND DUCT BE PROVIDED FOR INSPECTION AND MAINTENANCE. FIRE ALARM CONTRACTOR SHALL WIRE SMOKE DETECTORS TO FIRE ALARM PANEL FOR AUDIBLE/VISUAL ALARM. REMOTE TEMPERATURE ----.-- 21 M.C. SHALL ROUTE SUPPLY AIR BRANCH DUCTS BELOW MAKE-UP AIR DUCT. OX SENSOR -THE SUBSCRIPT "X" Q5 M.C. SHALL ROUTE FLEX ABOVE OR BELOW BRANCH DUCT AS REQUIRED. INDICATES RTU NUMBER - © M.C. SHALL INSTALL KITCHEN EXHAUST/MUA FANS IN LOCATION SHOWN. DUCTWORK SHALL BE DESIGNED AND PROVIDED BY HOOD CONTRACTOR, INSTALLED B M.C., TO MEET ALL LOCAL DIMENSIONS ARE FROM FACE OF COLUMN "G4" TO FACE OF CUSTOM COOKING HOOD, SEE SHEET F7. REMOTE HUMIDITY cm None BRANCH DUCT, LOK, & ELBOW AND STATE CODE REQUIREMENTS, SEE DET. 7/M3 AND "V SHEETS" PROVIDED BY OTHERS, COORDINATE WITH G.C. 23 M.C. SHALL MOUNT ANSUL CABINET (BY HOOD MFR.) FOR HOOD #5 ON WALL BELOW CEILING. SEE V SHEETS.OX SENSOR -THE SUBSCRIPT "X" (ROUND) WITH VOLUME Q M.C. SHALL PROVIDE AND INSTALL OPPOSED BLADE DAMPER TO DIFFUSER NECK. I& G.C. SHALL INSTALL LOUVER (L-1) FOR VENTIL ,19N. SEE LOUVER AND VENT SCHEDULE AND NOTE ON SHEET M2. SEE ARCH ELEVATIONS SHEEI A6. INDICATES RTU NUMBER DAMPER / }\ REMOTE CO2 SENSOR -THE BRANCH DUCT, TAKE -OFF, ® M5. AND SHALL ROUTE SENSOR WIRING UP ABOVE WINDOWS, THROUGH WALL, OVER BEAM AT THE COLUMN TO CEILING SPACE. EXTEND AND CONNECT WIRING TO CONTROL PANEL, SEE SHEET 2g M.C. SHALL PROVIDE AND INSTALL 28"x28" M P AIR RISER (WITH VIBRATION DAMPER) FROM SF-1A. ROUTE SF-1A DUCTWORK ABOVE RTU- DUCTWORK (B.O.D. ® 12'-2" A.F.F.) OC X SUBSCRIPT "X" INDICATES (RECT.) WITH VOLUME AND PROVIDE ALL SQUARE TO ROUND TRANSITIONS TO HOOD SUPPLY PLENUMS AS REQUIRED. SEE "V" SHEETS FOR HOOD CONNECTION SIZES. RTU NUMBER DAMPER PROJECT DATE O M.C. SHALL COORDINATE WITH G.C. FOR DUCT LOCATION. FRAMING OF THE HOOD SUPERSTRUCTURE AND/OR WALLS SHALL BE INSTALLED TO AVOID DUCTWORK AFTER DUCTWORK IS IN 26 M.C. SHALL MOUNT HOOD CONTROL PANELS (BY HOOD MFR.) FOR ALL HOODS ON WALL ® 48" A.F.F. (TO SWITCHES). SEE "V" SHEETS. O OVERRIDE BUTTON -THE 04/02/08 2U7 M.C. SHALL ROUTE 16"0+ ALUM. EXHAUST DUCT OVER RAISED CEILING. X SUBSCRIPT "X" INDICATES DETAIL NUMBER DRAWN BY 10 M.C. SHALL PROVIDE AND INSTALL 16"x16" MAKE-UP AIR RISER (WITH VIBRATION DAMPER) FROM SF-1B. ROUTE SF-1B DUCTWORK ABOVE RTU-1 DUCTWORK (B.O.D. ® 12'-2" A.F.F.) RTU AND PROVIDE ALL SQUARE TO ROUND TRANSITIONS TO HOOD SUPPLY PLENUMS AS REQUIRED. SEE "V" SHEETS FOR HOOD CONNECTION SIZES. 2g M.C. SHALL ROUTE 10"0 GALV. EXHAUST DUCT TO EF-9. A Fs-m-1 DUCT MOUNTED SMOKE SHT FHJ DETECTOR (ON RA OR SA SHEET NUMBER 11 M.C. SHALL MOUNT ANSUL CABINET (BY HOOD MFR.) FOR HOODS #4 AND #8 ON WALL BELOW CEILING. SEE "V" SHEETS. I 29 G.C. SHALL INSTALL LOUVER (L-3) FOR COMBUSTION/VENTILATION AIR AT 12"A.F.F. MAXIMUM. SEE LOUVER AND VENT SCHEDULE ON SHEET M2. 'SEE ARCH. ELEVATIONS SHEET A6. RISERS) CHECKED BY 12 M.C. SHALL INSTALL HUMIDITY SENSORS ® 60" A.F.F. E.C. SHALL PROVIDE J—BOX AS REQUIRED. M.C. SHALL LABEL EACH HUMIDITY SENSOR FOR EASY IDENTIFICATION WITH THE UNIT ✓i✓ M.C. MECHANICAL CONTRACTOR RAM/NRT NUMBER SHOWN ON PLAN. SEE DRAWING M5. TURNING VANES G.C. GENERAL CONTRACTOR 13 SEE DETAIL 4/A8 FOR INSTALLATION OF SAUTE HOOD. EXHAUST RISER P.C. PLUMBING CONTRACTOR Sheet No. 14 M.C. SHALL PROVIDE AND INSTALL A 18"02" PLENUM BOX WITH 12"o TO 12"x12" SQUARE TO ROUND TRANSITION FOR SIDE WALL REGISTER. E.C. ELECTRICAL CONTRACTOR 15 G.C. SHALL INSTALL LOUVER (L-2) FOR TOILET EXHAUST. SEE LOUVER AND VENT SCHEDULE ON SHEET M2. SEE ARCH. ELEVATIONS SHEET A6. M.C. SHALL TRANSITION DUCTWORK WALL MOUNTED SUPPLY AIR R.C. REFRIGERANT CONTRACTOR FROM FAN OPENING TO LOUVER. VERIFY FAN OPENINGS IN THE FIELD. M.C. SHALL ENSURE THAT FAN/MOTOR ASSEMBLY IS ACCESSIBLE FOR MAINTENANCE. M.0 TO INSTALL RHEOSTAT ER PROVIDED BY HOOD MFR FOR PROPER OPERATION AND BALANCING OF FAN. Z:\2005\05125\M1AAr4.dwg Jan 8, 2009-10:28om Project No.05125.00 1. THE GENERAL CONTRACTOR SHALL PROVIDE ALL ROOF OPENINGS. HE SHALL VERIFY SIZES AND LOCATIONS IN THE FIELD BEFORE ROOFING IS INSTALLED. 2. THE ROOF TOP UNITS AND ACCESSORIES, RTU FILTERS, SUPPLY DIFFUSERS, REGISTERS, RETURN GRILLES, LOUVERS, AND MECHANICAL ROOM GRAVITY VENTILATOR (WITH ACCESSORIES), ARE FURNISHED FOR CORPORATE STORES BY G.C. DEVELOPMENT, AND FOR FRANCHISEE STORES BY THE MECHANICAL CONTRACTOR. (VERIFY W/FRANCHISEE). INSTALLATION SHALL BE BY THE MECHANICAL CONTRACTOR, UNLESS OTHERWISE NOTED ON PLANS. M.C. SHALL COORDINATE WITH G.C. AS REQUIRED PER PLAN INSTRUCTIONS. 3. THE FOLLOWING ITEMS ARE DESIGNED, SELECTED, AND FURNISHED BY HOOD CONTRACTOR AND INSTALLED BY MECHANICAL CONTRACTOR. - KITCHEN GREASE EXHAUST SYSTEMS, HOODS #1, #2, #3, #4, #5, AND #8 SYSTEM INCLUDES: - PREWIRED U.L. LISTED HOODS - EXHAUST FANS/DUCTS - MUA FAN - CURBS - FIRE SUPPRESSION SYSTEM (HOODS #1, #2, #3, #4, #5, AND #8) - DISHWASHER AND OVEN HOODS #6, AND #7 INCLUDING FAN AND CURB - RESTROOM EXHAUST FAN THE MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALUMINUM EXHAUST DUCTWORK FOR DISHWASHER AND OVEN HOODS #6, AND #7. M.C. SHALL PROVIDE AND INSTALL GALV. RIGID DUCT FOR RESTROOM EXHAUST DUCTWORK. M.C. SHALL INSTALL BLACK STEEL LIQUIDTIGHT WELDED CONSTRUCTION GREASE EXHAUST DUCTS FOR HOODS #1, #2, #3, #4, #5, AND #8. M.C. SHALL PROVIDE/INSTALL 1-HR FIRE RATED ENCLOSURE TO REDUCE CLEARANCE TO COMBUSTIBLE MATERIAL. M.C. SHALL VERIFY WITH LOCAL AUTHORITIES AND PROVIDE RIGID DUCT IF REQUIRED ON HOOD SUPPLY RISERS. SEE DETAIL 7/M3 AND 'I SHEETS. 4. THE FOLLOWING ITEMS ARE PROVIDED BY KITCHEN EQUIPMENT CONTRACTOR AND INSTALLED BY MECHANICAL CONTRACTOR: - DOOR AIR CURTAINS - ALL REMOTE CONDENSERS SERVING KITCHEN EQUIPMENT LOCATED ON THE ROOF (EXCEPT WALK-IN CONDENSERS) 5. E.C. SHALL PROVIDE ALL REQUIRED (POWER) FIELD WIRING FOR PROPER OPERATION OF ALL MECHANICAL SYSTEMS. SEE SHEET M5. 6. M.C. SHALL NOT SCALE THE DRAWINGS FOR RTU AND FAN SIZES M.C. SHALL OBTAIN THE LATEST SHOP DRAWINGS FROM THE MANUFACTURER FOR EACH PIECE OF EQUIPMENT AND USE IT FOR ACTUAL DIMENSIONS. 7. DUCTWORK LAYOUTS ARE ACTUAL. ALL RISES, DROPS, AND OFFSETS REQUIRED (EVEN IF NOT SHOWN) SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER. DUCTWORK DIMENSIONS ARE INSIDE "CLEAR" DIMENSIONS AND DO NOT INCLUDE INSULATION. WHERE STRUCTURAL UAL AREAS OBSTRUCTIONS ARE ENCOUNTERED, DUCT DIMENSIONS MAY BE CHANGED TO PROVIDE DUCTS OF EQUAL WITH ASPECT RATIOS NO GREATER THAN 4 TO 1. IF THE ABOVE CRITERIA CAN NOT BE MET, THE CONTRACTOR OR OWNER'S REPRESENTATIVE SHOULD CONTACT THE ENGINEER TO WORK OUT AN ACCEPTABLE SOLUTION. 8. DUCTWORK SHALL HAVE RIGHT-OF-WAY OVER ALL PLUMBING PIPES AND ELECTRICAL CONDUIT ETC. DO NOT RELOCATE DUCTWORK BY BUILDING OFFSETS UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE AND LMHT. MECHANICAL CONTRACTOR SHALL FIELD MEASURE ALL CONDITIONS AND BE RESPONSIBLE FOR COORDINATION AND FIT, DO NOT SCALE DUCTWORK SIZES ON DRAWINGS. 9. MECHANICAL CONTRACTOR SHALL BALANCE BUILDING HVAC AIR FLOW AS SHOWN ON PLANS. M.C. SHALL ADJUST AIR CFM AND FLOW PATTERNS AS INDICATED ON PLAN, SCHEDULES AND NOTES. HVAC SYSTEM COMMISSIONING SHALL BE PERFORMED BY N.E.B.B. CERTIFIED BALANCING AGENCY SERVING AS A BALANCING CONTRACTOR (BC). B.C. SHALL BE RESPONSIBLE FOR FINAL ADJUSTMENTS AND ENSURING AN OVERALL POSITIVE BUILDING PRESSURE AS STATED IN THE AIR BALANCE SCHEDULE (MIN.) WITH ALL EXHAUST, M.U. AIR FANS AND RTU EVAPORATOR FANS OPERATING AS SHOWN. THE POSITIVE BUILDING AIR FLOW REQUIREMENT MUST NOT BE REDUCED. SEE SPECIFICATION SECTION 15500 ON DWG SP5. 10. M.C. SHALL PROVIDE RTU'S DUCTWORK SYSTEM MADE OF GALVANIZED SHEET METAL (RECTANGULAR AND/ OR ROUND). ALL SHEET METAL DUCTWORK SHALL BE PER "SMACNA" STANDARDS. ALL FLEX DUCT SHALL BE INSULATED AND UL 181 LISTED CLASS 1. METAL GAUGES, FITTINGS AND INSTALLATION SHALL BE PER SMACNA LATEST EDITION OF "HVAC METAL DUCT STANDARDS". KEEP A COPY OF THE "SMACNA" STANDARDS ON THE JOBSITE. ESPECIALLY REFER TO THE "SMACNA" STANDARDS FOR ELBOWS AND FITTINGS. SUPPORT DUCTS FROM THE STRUCTURE WITH STRAPS AT EACH JOINT PER "SMACNA" STANDARDS. ALSO REFER TO DETAILS AND SECTIONS IN THIS SET OF DRAWINGS WHICH TAKE PRECEDENCE. 11. INSTALL TURNING VANES IN SUPPLY DUCTWORK AT ALL SQUARE ELBOWS. PROVIDE BALANCING DAMPERS IN ALL DUCTS WHERE REQUIRED FOR SYSTEM BALANCING AND AT EACH AIR OUTLET OR DIFFUSER. DIFFUSERS SHALL BE INSTALLED WITH CONTRACTOR SUPPLIED SQUARE TO ROUND TRANSITION WHERE REQUIRED. 12. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR. CONTRACTOR SHALL INSTALL SYSTEMS, EQUIPMENT AND COMPONENTS IN ACCORDANCE WITH MINIMUM REQUIREMENTS SHOWN IN THESE PLANS. ANY DEVIATION FROM THE DESIGN PLANS SHALL ONLY BE PERFORMED IF APPROVED BY THE OWNER REPRESENTATIVE OR DESIGN ENGINEER. ALL WORK SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS. HOWEVER, ANY DEVIATION FROM THE DESIGN PLANS IMPLIED BY LOCAL CODES THAT SUGGESTS INSTALLATION OF LESS THAN THE REQUIREMENTS SPECIFIED IN THESE DESIGN PLANS SHALL NOT BE ALLOWED WITHOUT APPROVAL BY THE OWNER REPRESENTATIVE OR THE DESIGN ENGINEER. 13. ALL JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS AND CONNECTIONS IN DUCTWORK SHALL BE SECURELY SEALED USING WELDMENTS, MECHANICAL FASTENERS WITH SEALS, GASKETS OR MASTICS OR PRESSURE SENSITIVE TAPES. DUCTS SHALL BE CONNECTED TO FANS AND AIR DEVICES USING MECHANICAL FASTENERS WITH SEALS, MASTICS OR GASKETS. TAPES AND MASTICS MUST BE LISTED AND LABELED IN ACCORDANCE WITH UL181AORUL181B. 14. ALL RTU'S METAL SUPPLY AND RETURN AIR DUCTS SHALL BE THERMALLY INSULATED WITH R-6.0 (MIN.) EXTERNAL DUCTWRAP WITH VAPOR BARRIER (EXCEPT IF OTHERWISE NOTED ON DRAWINGS SEE DETAIL 6/M4). ROOF CURB SHALL HAVE 1 1/2" RIGID INSULATION. NO THERMAL INSULATION IS REQUIRED ON EXHAUST DUCTS. SEE SPECIFICATION 15500 ON DWG SP5. 15. ALL DIFFUSERS SHALL BE INSULATED WITH FIBERGLASS INSULATION WITH VAPOR BARRIER PERMANENTLY ATTACHED TO THE DIFFUSER. DIFFUSERS SHALL BE INSTALLED WITH CONTRACTOR SUPPLIED SQUARE TO ROUND TRANSITIONS WHERE REQUIRED. 16. APPLY INSULATION ON RIGID METAL DUCTWORK PER MANUFACTURER SPECIFICATIONS WITH 2" (MIN.) OVERLAPPING FASTENED 6" o.c. WITH 1/2" (MIN.) STAPLES. SEAL ALL JOINTS WITH PRESSURE SENSITIVE FOIL TAPE. INSULATION ON DUCTS OVER 24" WADE, SHALL BE SECURED TO THE BOTTOM OF DUCT TO PREVENT SAGGING. 17. REFER TO DRAWING M5 FOR SCOPE OF WORK ON HVAC CONTROLS, AUTOMATIZA11ON AND SEQUENCE OF NORMAL AND EMERGENCY HVAC OPERATION. M.C. SHALL FIELD MODIFY RTU CONTROLS TO ACCOMMODATE FRESH AIR TEMPERING KIT AS PROVIDED/REQUIRED BY RTU MANUFACTURER. 18. THE MECHANICAL CONTRACTOR SHALL PROVIDE AN OPERATION AND MAINTENANCE MANUAL TO THE BUILDING OWNER UPON COMPLETION OF THE JOB. THE MANUAL SHALL INCLUDE BASIC DATA RELATING TO THE OPERATION AND MAINTENANCE OF HVAC SYSTEMS AND EQUIPMENT AS WELL AS NAMES AND ADDRESSES OF QUALIFIED SERVICE AGENCIES. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. HVAC CONTROL DIAGRAMS, SCHEMATICS, CONTROL SEQUENCE DESCRIPTIONS, AND CALIBRATION INFORMATION SHALL BE INCLUDED. DESIRED OR FIELD DETERMINED SET POINTS MUST BE PERMANENTLY RECORDED ON CONTROL DRAWINGS, AT CONTROL DEVICES, OR FOR DIGITAL CONTROL SYSTEMS, IN PROGRAMMING COMMENTS. THE MANUAL SHALL INCLUDE A COPY OF THE CONTROL SYSTEMS TESTING REPORT AND A COPY OF THE AIR BALANCE REPORT. 19. M.C. SHALL INSTALL EQUIPMENT AND ALL ACCESSORIES IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS FURNISHED WITH THE EQUIPMENT, INCLUDING BUT NOT LIMITED TO: ALL EXTERNAL DUCT WORK. REMOVE ALL SHIPPING TIE -DOWN AND SHIPPING BLOCKS. INSTALL ALL BLOWER BELTS AND ACCESSORIES. INSTALL ALL EXTERNAL -CONTROLLING DEVICES, SUCH AS THERMOSTATS AND DUCT SENSORS. POWER, CONTROL WIRING AND FUEL PIPING TO BE PERMANENTLY INSTALLED AND CONNECTED TO THE EQUIPMENT. ALL SPLIT SYSTEMS MUST BE PIPED AND CHARGED COMPLETELY (WHERE APPLICABLE). ALL COMPRESSORS WHICH UTILIZE CRANKCASE HEATERS MUST HAVE HEATER ENERGIZED FOR 24 HOURS BEFORE STARTING EQUIPMENT. COMPLETE START-UP, TEST AND RUN OF ALL UNITS AT LEAST 24 HOURS PRIOR TO THE E.O.C. ALL FILTERS MUST BE INSTALLED AND CLEAN. CHECK THAT ALL ROOFTOP UNITS HAVE BEEN NUMBERED IN THE FIELD. (i.e. RTU#1, RTU#2 etc.) THE M C. SHALL BE PRESENT DURING THE EOUIPMENT OPERATIONAL CHECK MOO). PACKAGED COOLING AND GAS HEATING ROOF TOP UNIT SCHEDULE MARK LENNOX. M ODD NO. CFM ESP. SIP. (IN W:G:) TOT.SP.. (IN WC.) FAN RPM MOTOR HP COOLING LOAD (M ON) EVAP.EA. COND. HEATINGCAP.(MSH NOMINAL COOLING (TONS) ESt FLA MCA MOPD VOLTAGE OPER. WEIGHT TOTAL (M BH) SENS.. (MSH) DB (°F) WB (°F) INPUT OUTPUT RTU-1 LCC-150-5 5,500 0.66 1.35 1145 5 132.0 99.0 79.3 67.8 130 105.3 12.5 9.7. 69,9 74.0. 90.0 20813 1615# RTU-2 LCC'•-150-S 4,500 .0_46 1.07 :995 3 138A 814 ' r' 79.1 68.8 130 1.65.3 12..5 9.7 63.8 67.0 80.n 208r3 1.fi153t RTU-3 LCC 210-S 7,700 0.69 0.79. '930 S 1952. 136.1 76.8 65.7 169 136:9 17.5 10..0 89-9 94.0 110,Q 209/_3 2680# RTU-4 LGC-300-S 10,000 0.90 1.00 1120 10. 281.9 197.6. 77-2 66.0 260 23.0.6 25.0 9..5. 122.0 . 127.0- 150.0 208 3 2740# RTU-5 LEA 102-:H 31000 Q.:S7 0,61 732 2 98.9 60-3 79.1 68.8 130 103.3 8.5 11.2 44.1 48.0 :60.0 208/3 1S2S,# , 1). UNITS MUST BE R UAL$, I.E. THE SAME GENERAL TYPEAND MUST BE S2EDTO MEET OR EXCEED THE ZONECOQLNG LOADS. LISTED N THE RTU SCHEDULE ON SHEET M2 2) UNITS MUST BE Pf DIVIDED WITH A LL EQUAL A CCESSORES ACCORDINGTOTHE. RTU ACCESSORIES SCHEDULE ON. SHEET W. 3) UNITS: MUST BE FIT OVIDED WITH GAS HEAT SIZEDTO MEET OR EXCEEDTHE HEATING OUTFUTS LMED. N THE RTU SCHEDULE ON SHEEP M2. REQUIRED LENNOX RTU ACCESSORIES MARK ROOF CURS TYPE OF REFRIGERANT ECONOMIZER" MOTORIZED' DAMPER MANUAL DAM PER GRAVITY ECH. (BAROMETRIC) POWER EXHAUST HUMIDITY SENSOR FACTORY INST. DISCONNECT FACTORY INST. WP1GFI REC. THRU-THE-BASE ELEC. & GAS FRESH AIR TEMP. KIT LOWASIENT COOLING FACTORY INST. REHEAT COIL FLUE EXTENSION KIT RTU-1 14" R 410A NOTE 4, 5 NOTE 4,, 5 NO NOTE 4, 5 NO NONE YES YES YES YES YES NO NO RTU-2 14" R-410A NOTE 4, 5 NOTE 4, 5 NO: NOTE 4 S NO YES YES. NO YES YES YES YES NO RTU-3 14" R-22. NOTE 4., 5 NOTE 4, 5 NO NOTE- 4 5'. NO NONE YES YES YES. YES YES NO NO RTU-4 14" R-27 NOTE 4, S NOTE 4,S NO NOTE 4, S NO NONE YES. YES YES YES YES NO NO RTU-S 14" R-22 NOTE 41 S NOTE .4 5. NO .NOTE 4 5. NO YES YES NO YES YES YES YES N0 NOTES: 1) PROV DE 20K OHM REMOTE SINGLE SENSORS (29WS) AND IQKOHM REMOTE AVERAGING SENSORS (I TWOS) PER PLAN REQUIREMENTS. (PROVIDE HUMDISTAT MODEL 17M F REQUIRED BY ACCESSORIES SCHEDULEABOVE)_ 2) RTU'S SHALL BEFROVDED WITH T-WIO SEES OF 2" DIS.POSABLE. FILTERS. ONE SET SHALL BE INSTALLED DURING CONSTRUCTION AND ONE SET SHALL BE INSTALLED BEFORE FINAL ARq� LANCE UNLESS NOTED OTHERWISE 3) EXTERNAL STATIC PRESSURE INCLUDES SUPPLY AND RETURN AR DUCTWORK TOTAL STATIC PRESSURE INCLUDES EXTERNAL STATIC PRESSURE WET COIL, GAS HEAT' EXCHANGER, FLIERS, ANDACCESSORES 4) F REQUIRED BY CODE INTEG.RA-"�`Ijh" ECONOMIZERS SHALL BE INSTALLED INSTEAD OF MOTORIZED DAMPER CONTRACTOR SHALL VERIFY REQUIREMENT WITH LOCAL AUTHORITIES :AND ERDNATE WITHEQUIPMENT SUPPLIER- 5) F ECONOMIZERS ARE USED, PROVIDE UNITS WITH DIFFERENTIAL ENTHALPf CONTROL AND BAROMETRIC:RELEIF. 6) N COASTAL APPLICATIONS, PROVIDE FACTORY INSTALLED PHENOLIC EPDXY COATING ON CONDENSER COILS FOR CORROSION PROTECTION. VERIFY VWH OWNER AND ODORDINATE WITH EQUAPMENT SUPPLER. 7) ANY SUBSTITUTION MUST BEAPPAOVEDBY OWNER FRKIRTONSTALLATION. FOR PRICING ON THIS PACKAGEOR OTHER INFORMATION, CONTACT YOUR LOCAL LENNOX OFFICE OR LEi4NOXNAT)DNAL ACCOUNISAT 1-8M-367-6285, SEE GENERAL NOTE#21M2. 8) A LENNOX EQUIPMENT OPERATDN AND CONTROLS OPERATION CHECK (EDC) IS REQUIRED ON THIS PROJECT MECHANICAL CONTRACTOR MUST CONTACT. LENNOX INDUSTRIES AT LEAST 2 WEEKS PRIOR. TO FINAL INSPECTION FOR EOC. ALL INSTALLATION AND START-UP MUST BE COMPLETED PRIOR TO EOC. BOTH MECHANICAL AND ELECTRICAL CONTRACTORS SHALL BE PRESENT DURING THEEOC: 9) PROVIDE. UNITS COMPATIBLE WITH LENNOX. PROGRAMMABLETOUCHSCREEN THERMOSTAT (14W81). NO SUBSTITUTIONS ON. CONTROL SYSTEM ALLOWED. 10) M.C. SHALL PROV DE AND INSTALL :SECURITY BARS (MODEL SBR). N ALL SUFFLYMETURIN OPENINGS AT ALL RTU CURBS. CONTACT AEROGUARD, 3412 .. MONROE RD., CHARLOTTE,: INC 282!05. PHONE (800) 331-5312 M.C. SHALL SPECIFY LENGTH AND WIDTH OF EACH DUCT OPENING FOR ORDERING. GRILLE AND DIFFUSER SCHEDULE MARK MANUFACTURER MODEL# MODULE NECK TYPE STYLE MATERIAL DAMPER FINISH REMARK A NALOR 51 DV 20"x14" 18"x12" SUPPLY SDEWALL ALUM- NO WRITE SEE. NOTE B NALOR 82 L 24"x24" :1S"x18" SUPPLY LOUVERED ALUM. NO VI C NAILOR 620 18"x18" 12"x12"' SUPPLY LOUVERED ALUM. YES,SEEMI WHITE D NALOR 62 L 24"x24" 12"x12" SUPPLY LOWERED ALUM. NO WHITE E NALOR 51 24"x48:" 22"x46" RETURN EGGCRATE ALUM. NO WHITE SEENOTE6 F NA ILOR 5TDH 20"x14" 18"x12" RETITRANS S[]EWA LL ALUM. NO WHITE G NALOR 6200S 24 x24" 18 x18" SUPPLY LOUVERED ALUM. NgMED SEE NOTE 4,5 H NALOR 51E 14'x14" 12`x12" EXHAUST EGGCRATE ALUM. NJ NALOR .51ECLO 24"x48" 22"x46" RETURN EGGCRATE ALUM- YSEE NOTE6 K NALOR STET 14"x10" 12"x8" SUPPLY SDEWALL ALUM. NSEENOTEI L NALOR 6200S 18"x18" 12"x12" SUPPLY LOUVERED ALUM. NN NALOR 4360A 24"x24" 22"x22,,.SUPPLY PERFORATED ALUM. FACE NNOTES 24'x24`' 22"x22" T �JIIIIIIIIIIRETURN S L ALUM. NO P NALOR 5445H SDEWALL I WHITE R NALOR I 51BC 24"x24" 1 2'2"x22" 1 RETURN I EGGCRATE I ALUM. I NO I WHTTE NOTES: 1) FOR DNNG SDEWALL DIFFUSER, ADJUST INNER BLADES TO 20'ABOVE HORIZONTAL AND OUTER BLADES FOR 45 SPREAD. 2) CONTRACTOR SHALL PROVIDE SQUARE TO ROUND TRANSITION FROM SUPPLY.MGT SHOWN ON PLAN TO DIFFUSER AS REQUIRED. 3) CONTRACTOR SHALL PROVIDE DIFFUSERS WITH APROPRWTEAR PATTERN AS INDICATED ON SHEET Mi. 4) SURFACE MOUNT TO BOTTOM OF'; OPEN WOODGRID- S)G C::SHALL FELD PA NT DFFUS TO MATCH ADJACENT CEILING GRID: 6) UNHINGED, FULLY REMOVABLE RE 7) ALTERNATE DIFFUSER MANUFACTURERS METALARE 9) MODEL NUMBER .4360A IS PERFORATED RETURN FACE THAT SHALL BE USED ASA SUPPLY_ M.C-SHALL PROVIDE.A 22"x22"PLENUM S EACH PERFORATED SUPPLY FACE ANDTAP DUCTWORK INTO THE SIDE OF THE PLENUM BOX. IA a FILE COP`' SEE "V' SHEETS, PROVIDED BY OTHERS, FOR KITCHEN/RESTROOM FAN SCHEDULES. HOOD CONTRACTOR IS RESPONSIBLE FOR CALCULATING SYSTEM STATIC PRESSURES, DUCTWORK DESIGN, FAN SELECTION, AND SYSTEM CERTIFICATION IN ACCORDANCE NTH CODE REQUIREMENTS. VENTILATION SCHEDULE AREA TOTAL MIN. REQUIRED VENT. CFM' # EMPLOYEES C CUSTOMERS TABLE 403.3 VENT. REQ'0. CFWPERSON DERATE FACTOR, SEE NOT MIN. REQUIRED VENT. (CFM) PROVIDEDVENT. (CFM) KITCHEN 240 16 - 15 1 240 DINING ROOMS 4,200 16 20 1 3,880 4,200 388 20 0.5 TOTALS 4,440 32 388 4,440 5,000 NOTES: 1 - KITCHEN - 15 CFM PER PERSON. ' 2 - DINING ROOMS - 20 CFM PER PERSON, 50% DERATED FOR CUSTOMERS. DERATE FACTOR PROVIDED HY THE 2004 FLMC, SECTION 403.4 WHICH REFERS TO ASHRAE 62. ASHRAE 62 HAS A PROVISION FOR "INTERMITTENT OCCUPANCY OR VARIABLE OCCUPANCY", WHICH ALLOWS DERATING UP TO 50% FOR FACILITIES WITH LESS THAN 3 HOUR PEAK OCCUPANCY. Ci`L?aillil ® AIL VK%I ®-- THESE PLANS AN y CORREC IIiI AND S�gJECT TO AN REgU1RE®� FIELD INSPECTORS Tr1AT MAY 10 BE NECESSA PPLIC®B®E COMPU WITHCODES- ALL A 01 MISC. MECHANICAL EQUIPMENT SCHEDULE�� P „9P O M HEATER SIZE V 10 H T MOUNTING lili-1 DAYTON GRAINGER #3UF78 350 - 3 KW WTORM 208/1 GRAINGER #2EO96 GRAINGER #30005 NOTES: i THE HEA- of LOUVER AND VENT SCHEDULE EQUIP NO- MFGR MODEL SIZE NECK SCREEN SECURITY BARS MOTORIZEDDAMPER ACTUATOR REMARKS L-1 NCA XAD-4-45 12"(W)x18"(H). - INSECT AEROGUARD SSE - - - A 3- x ) - B - - - 1 3 NCA XAD-4.-45 24".(W)x36"(H). - BIRD AEROGUARD SSE - - - A AIR BALANCE SCHEDULE UNIT SUPPLY RETURN OUTSIDE MAKE-UP EXHAUST SERVING RTU-1 5,500 4,900 600 KITCHEN RTU-2 4,500 3 270 1,230 DIN A RTU-3 7,700 6 790 910 DIN B RTU-4 10,000 8,560 1,440 BUFFET RTU-5 3,000 2,180 820 DIN CID SF-1A 1,300 HOOD 1 MAIN LINE W-W LONG 1,350 HOOD 2 MAIN LINE W-O" LONG 620 HODD 3 SAUTE STATION 1,509 HOOD 4 STEAM I ROTOS 11'4" LONG 1 980 HOOD 8 CUSTOM COOKING SF-1B 920 HOOD 5 PIZZA HOOD 675 HOOD 6 DISHWASHER 11'-0" LONG 340 IHOOD 7 BAKERY EF-1 1 575 HOOD 1 MAIN LINE 9'-0" LONG EF-2 1,575 HOOD 2 MAIN LINE 9'1 LONG EF3 1,000 HOOD 3 SAUTE STATION EF4 2,012 HOOD STEAM I ROTI S 1 V-6" LONG EF-5 1,225 HOOD 5 PIZZA HOOD EF-6 1,350 HOOD 6 DISHWASHER IV-0" LONG EF-7 750 MEN'SIWOMEN'SIUNISEX TOILETS EF-8 3300 HOOD 8 CUSTOM COOKING EF-9 400 HOOD 7 BAKERY TOTAL 1 30.700 ! 25.700 5,000 1 8,694 TOTAL OUTSIDE AIR 13,694 13,187 TOTAL EXHAUST_ 507 TOTAL BLOC 1JR Fi OVV -.e. 1) SEE GENERAL NOTE #9. 2) SYSTEMS SHALL BE BALANCED TO THE FOLLOWING TOLERANCES: A. SUPPLY AND RETURN AIR TERMINALS, +/- 10% B. TOTAL BUILDING SUPPLY AND RETURN AIR, +/- 5% C. INDIVIDUAL OUTSIDE AIR INTAKES, 0 TO +10% D. TOTAL BUILDING OUTSIDE AIR, 0 TO +5% E. INDIVIDUAL MAKEUP AIR BRANCHES, 0 TO +10% F. TOTAL BUILDING MAKEUP AIR, 0 TO +5% G. INDIVIDUAL EXHAUST FANS, 0 TO -10% H. TOTAL BUILDING EXHAUST AIR, 0 TO -5% 3) SEE SHEET M5 FOR BUILDING HVAC OPERATION REQUIREMENTS. A n M Q Via a ^M Itll I1 w ^ m �� e VN (� A Z a d ,d Uo s 0 ;w 0 N ^ Y 0 p °{ O ao � cr N a N p vm y A Y C d 00 N G -- �12 FISgXR � iss�ggmqqq f�U�ZOK NF�J�� CLI €F�<Kg38iWgd �j uZZ'n,'9WJ'���aaZOZzc'=ioZ�ZZoZ ZZ¢¢� yI�1,UU�UU y� `�13s3K'owzpi0pm�o wRm Y�Y.i 04 <w Rom 03 o92F o� mn n cf) OW w H Q U ® Z a _J O Q Ld w zV) LU w w �J QL U Q V) 00 fn O (] 0_ mi Q O V J I -A 0 Revisions THRU ADDENDUM "A" 1/20/06 ALPDAIE 10 OAAIEIIT SIROm 1/28/f6 PROJECT DATE 04/02/08 DRAWN BY RLM CHECKED BY RAM/NRT \\Lm101\draw\2005\05125 - GC Port St. Lucie, FL\M2AAr3.dwg Jul 28, 2008-1:47pm NOTES: 1 TUF I OII -,,u�,.,....o.s..,.�W;i.d.� tea• -- _ - Sheet No. M2 Project No.05125.00 HINGED EXHAUST FAN FLEXIBLE HOSE PROVIDED BY MANUFACTURER INSTALLED BY P.C. ON HINGED SIDE OF FAN To SEE "V" SHEETS, COORD. ALLOW ACCESS TO GREASE DUCT. WITH E.C. AND P.C. DISCONNECT SWITCH PROVIDED 40" MIN. ABOVE ROOF OR THE HIGHEST PART OF THE BY MANUFACTURER ON HINGED �� -- ROOF WITHIN V-0". SIDE OF FAN TO ALLOW ACCES z TO GREASE DUCT. OUTER INSULATED ' OJT,'` $p 1. PULL OUTER INSULATION JACKET BACK AND SLIDE INNER JACKET : .� o M.C. SHALL INSTALL ONE 1 1/2" LAYER OF FIRE WRAP TYPE z 0 INSULATION AROUND EXHAUST DUCT PER MANUFACTURER UL LINER OVER SHEETMETAL COLLAR. ROOF CURB �JQQ�' WNNIN FIT BY HOOD MFGR. LISTING TO MAINTAIN A 0" CLEARANCE BETWEEN DUCT WRAP AND COMBUSTIBLE MATERIAL AT THE OVERLAP OR COLLAR AND (IF NffpE� NcS AT SINGLE LAYER AWI7IIOU NCE �OVERLAPM DUCT WREXTEND AP TO CFlREUWRAP EFROM SHEETMETAL BOOT COLLAR HOOD COLLAR TO TOP OF ROOF CURB. INSTALL IN INNER DUCT LINER ACCORDANCE WITH MFR. SPECS. USE "FIREMASTER FASTWRAP+" SUPPLY DIFFUSER WOOD ROOF BY THERMAL CERAMICS OR 3M "FIRE BARRIER DUCTWRAP 15A." -� . THE ENTIRE GREASE M.C. SHALL INSTALL FIRE NST�RF INS�� - - - - - - SEE DTL. 4/A8 EXHAUST SYSTEM SHALL RATED DUCT WRAP IN STRICT ALLHORIMEET CURRENT ACCORDANCE WITH MFG. LISTED p0� Z Nwl� R pfR A�O F�k. TO HOOD REQUIREMENTS,TTE CODEOS AND OR FIRETION RATING INSTRUCTIONS pf�C � A( WIT p e AIR DV CONTROL PANEL LOCAL REGULATIONS CLEARANCES REQUIRED. f 00kl MIN CT 2. TAPE INNER LINER TO SHEETMETAL COLLAR WITH OUTER INSULATED G RAp PROFESSIONAL GRADE SILVER DUCT TAPE. DUCT TAPE JACKET ALL EXH. DUCTWORK SCHOULD NOT BE WRAPPED AROUND SHEETMETAL SHALL BE SLOPED 1/4" INS COLLAR TWO FULL TURNS. PER FOOT MIN. TOWARD : t HOOD OR RESIDUE TRAP % BLACK IRON (MIN. 16 GA.) EXHAUST DUCT, WELDED Q �M L1ppA p BOOTSHEECOLLAR % LIQUID TIGHT. SIZED TO PROVIDE EXH BOOT COLLAR NOTE: 1. CONNECT FLEX AIR DUCT TO �IFFUg AIR ; VELOCITY OF 1500 FPM MIN. }�Q uN SPIN -IN DUCT FITTING WITH fR NYLON TIE STRAP. INNER DUCT LINER % % -1/2" ALL THREAD ROD, SEE "V SHEETS" ? SUPPLY DIFFUSER 10OW VAPORPROOF EP TYPICALDUCT CONNECTION =___ DUCT TAPE INCANDESCENT LIGHT % TRANSITION AS REQUIRED Uo `b M3 N.T.S. __HOOD CONNECTION (h]A (h A U.L. CLASSIFIED BAFFLE -TYPE NONCOMBUSTIBLE GREASE FILTER yp 3. PULL OUTER INSULATED JACKET OVER SHEETMETAL OUTER INSULATED CEILING (SEE ARCH. a COLLAR AND PLACE A METAL DRAW BAND OVER THE ' - - JACKET DWGS) SLOPED GREASE DRAIN W/ c + OUTER INSULATED JACKET BELOW THE SHEETMETAL - - HOOD REMOVABLE CUP Apo COLLAR BEAD. - _ 6 u 2 m 1" MAX. - _ FIRE SUPPRESSION �w 1 SQUARE ELBOW SHEETMETAL BOOT - - NOZZLES, SEE "V" G N i COLLAR BEAD ' - SHEETS U /�i INNER DUCT LINER d o 7 N me NOTE: - TRAILING EDGE MUST PARALLEL / SUPPLY DIFFUSER , _ _ N a DUCT WALL. ADJUST RAILS IF ------, METAL DRAW BAND SEE ID SHEETS" F 3 z m / PROVIDED BY � DUCT WIDTH TRANSITIONS. ' HOOD CONTRACTOR Kwo$ z dW1� AIR of&��'�P3��c�iz� NON-COMBUSTIBLE WALL 0ww�=_$$�'f FLOW +�' Inc. 1 ' jE§ p / 4• CUT EXCESS METAL DRAWBAND OFF AND WRAP METAL OUTER INSULATED <� / DRAWBAND WITH PROFESSIONAL GRADE SILVER DUCT TAPE. JACKET ZM 4w-it- OE -Vim HOFS INNER DUCT LINER FINISHED FLOORo£ _ 5 oX SHEETMETAL B00T FIply �3 s'WZW 0W m F< / COLLAR BEAD - DUCT TAPE i' ��y€$es W)D• rn 1-1 2" MAX. m // ' WRAPPED OVER t��s-,�y�co7�iz�a v,z; 2" R. T SUPPLY DIFFUSER METAL DRAW BAND �W6Jd WR 13aog<mw NOTE: 1. THIS IS AN ASHRAE TYPE 3 VANE --=--; s TYP. GREASE HOOD AND DUCT DETAIL �€N$�=��_� AVAILABLE FROM BARBER-COLEMAN M3 N.T.S. (TYPE I/ $ o "E SHOP FAB. WITH RAILS FROM NOTE: OR EQUAL. MAX. "EAST COAST METAL DISTRIBUTORS" FLEX DUCT CONNECTION TO DIFFUSERSIm 1)2 REQUIREMENTS SHOWN ARE FOR A TYPE "1" HOOD IN A SINGLE STORY BUILDING WITH NON -RATED ROOF ASSEMBLY. ow 4 3) CLLEOAN-OUTS SHALL BD PROVIDEDNrINLGREA EYEXHAUST DUCTSHEETS. AND SHEETMETAL DUCTWORK COLLARSHALL BE LISTEBY AT ALL CHANGES IN DIRECTION. THE CLEAN -OUT PANEL SHALL BE MADE OF THE ZE N.T.S. SAME MATERIAL AND THICKNESS AS THE DUCT. THE C.O. PANEL SHALL HAVE 4 GASKET OR SEALANT THAT IS RATED FOR 1500'F MIN. AND 0 J M3 SHALL BE GREASE TIGHT. FASTENERS USED TO SECURE THE C.O. PANELS, SUCH AS WELDED STUDS, LATCHES, OR WING NUTS SHALL BE co 2 TYPICAL DUCT ELBOW CARBON STEEL AND SHALL NOT PENETRATE DUCT WALLS. Q 4) G.C. SHALL PROVIDE FIRE RATED ACCESS PANEL AT THE DUCT ENCLOSURE TO ACCESS DUCT CLEANOUTS. A SIGN SHALL BE PLACED ON ALL M3 I-- N.T.S. FIRE SHIELDING ACCESS PANELS STATING -"ACCESS PANEL -DO NOT OBSTRUCT". Q U �J a U METALBESTOS FLUE CAP j Q OpOSED WORK IBIS AND ALL P cORREC110t" 1HESE PI-P A 1HA1 O W W TOP OF ADJACENT PARAPE C C110 INSPE 10RS 3 RE( ul F.D S� FIELD Ry IN ®RDER OI ES I � o I WALL p p� MAC' 8E NECESS APPLICABLE COD N z ,, c v ; COMPLY W11N ALL J 0 0 SHEET METAL COLLAR SUPPORT BRACING ATTACHED TO 0 PARAPET WALL (AS PER MANFACTURER'S RECOMMENDATIONS) STORM COLLAR SQUARE TO ROUND TRANSITION 1-1 --RETURN -RETURN AIR DUCT I I O U.L. APPROVED ROOF JACK OR APPROVED EQUAL TAPE INNER LINERS TOGETHER I RIVET &SEAL W/SILICONE SPACE FOR 1" THICK FILTER WITH PROFESSIONAL GRADE ROLL BACK INSULATION SILVER DUCT TAPE (�(„)J�/J GYP. BD. CEILING BY G.C. OPF NON-COMBUSTIBLEACER AS REQUIRED ROOF Revisions ROOF JOIST (BEYOND) THRU ADDENDUM "A" PLASTIC INNER LINER PULL BACK OUTER LINER R/A GRILLE AND WRAP SEAM WITH 2" MIN. I 1/20/06 INSTALLED PROFESSIONAL GRADE 28 GAUGE SHEET METAL iv QU9AIEWCIAWQlT5TIA0ARUS1/18/OB SURFACE MOUNTED a SILVER DUCT TAPE SEAL AROUND CEILING SHEET METAL SLEEVE PENETRATION (MAKE AIR RIVET &SEAL W/SILICONE TIGHT) BY HVAC CONTR. I J T RETURN AIR DUCT CEILING GRID & TILE BY G.C. _ 5 FLEXIBLE DUCT SPLICING DETAIL GYP. BD. CEILING DRAFT Hoop PROJECT DATE M3 N.T.S. NOTES: I 04/02/08 7" DIAMETER VENT TYPE B 1) GAS VENT SHALL EXTEND 2'-0" DOUBLE WALL OR APPROVED DRAWN BY /^\ R.A. GRILLE (MIN.) HIGHER THAN HIGHEST PART EQUAL, SEE NOTE 2 BELOW FHJ LAY -IN l a OF ROOF/BUILDING WITHIN 10'-0" WATER HEATER o r OF VENT. CHECKED BY 2) M.C. SHALL PROVIDE 7" TYPE B DOUBLE RAM/NRT WALL GAS VENT PIPE - SELKIRK 3 GRILLE CONNECTION FLASHING, STORM RV WITH FITTINGS, ROOF Sheet No. FLASHING, STORM COLLAR, METAL CAP 14 N.T.S. AND ALL OTHER ACCESSORIES FORA WATER HEATER FLUE M 3 M3 COMPLETE INSTALLATION -INSTALL 3 HIGHER THAN ANY FRESH AIR INTAKE M3 WITH IN 10'-0" of FLUE VENT. SCALE: 1" = 1'-0" \\Lm101\draw\2005\05125 - GC Port St. Lucie, FL\M3AAR3.dwg Jul 28, 2008-1:48pm C.• WOOD JOIST (BEYOND) — '(2) 24%48" RA GRILLES OPP. HAND b M4 18"x34" 22%94%18" RA PLENUM BLOCKING BY G.C. VIBRATION DAMPER STEEL BEAM (BEYOND) 30%20" SUPPLY AIR DUCT M.C. SHALL BLOCK OFF REMAINING OPEN AREAS SECURITY BARS--\ 30/20 10 VIBRATION DAMPERS — FREEZER/COOLER CEILING ® 8'-0" A.F.F. SECTION RTU #1 M4 3/4„ = 1'-0" 2 btC. M4 3/4" = 1'-O" M.C. SHALL BLOCK OFF REMAINING 1" n� nn rnusin M.C. SHALL BLOCK OFF REMAINING OPEN AREAS SECURITY BARS 3 SECTION M4 3/4" = 1'-O„ ?•\?n05\05125\MA:AAr4dwn .Inn 19 9MQ._lr)-ALn 30/20 f BLOCKING BY G.C. - 30"x2O" SA RISER 30/20 x 30/20 �x 30/20 TEE 30%20" SA DUCT (BEYOND) 6"x12" SA DUCT /—RTU #2 OPP. 8 HAND M4 ROOF VIBRATION DAMPER 30%20" RETURN AIR RISER 30%20" RETURN AIR DUCT CEILING 11'-4" A.F.F. RTU #1 ROOF CEILING 11'-4" 20%22" M.C. SHALL BLOCK OFF REMAINING 1" 4 SECTION RTU #4 M4 3/4" = 1'-0" 5 SECTION RTU #5 M4 3/4" = 1'—O„ 1 1/2" UNI-STRUT, STL., BETWEEN BEAMS M.C. SHALL ANCHOR TO STRUCTURE AS NEEDED 14"x22" Id0Z919 RTU #5 VIBRATION DAMPER "x30" RA CT EYOND) "x22%30" PLENUM EYOND) 3%46" ECK )EYOND) 14/2204/1404/14 SA TEE FLEX DUCT (SEE PLAN)—� EF-6 160 BLOCKING BY G.C. SEE SHEET S2 O M.C. SHALL HANG HOOD WITH 1/2" THREADED RODS, SEE SIM. DETAIL 4/A8.1. (TYP. OF 4 RODS�—= 10"0 MAKE-UP AIR BRANCH DUCT (2) 12"0 ALUMINUM EXHAUST DUCT 10"0 ROUND TO 8"x24" SQUARE TRANSITION BY M.C. A.C.T. ® 8'-0" A.F.F FRONT MAKE-UP AIR PLENUM 100 W VAPORPROOF INCANDESCENT LIGHT NOTE: ALL EXHAUST DUCTS FOR HOODS 6 AND 7 ARE PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR opy SECTIOn M 4 SCALE: 1/2" = 1'-O" THESE P NS AND ALL PROPOSED WORK REQUIR D BY FIELD INSPECTORS THAT MAY E NECESSARY IN ORDER TO COMPL WITH ALL APPLICABLE CODES. ROOF TOP UNIT RTU SHALL BE LEVELED AFTER INSTALLATION. M.C. SHALL CHECK CONDENSATE DRAIN PAN FOR PROPER DRAINAGE ATTACH DUCT TO CURB W/SHEET METAL SCREWS INSULATION BY ROOF CONTRACTOR METAL CURB FURNISHED BY RTU MFR FASTENED THRU SHIM GALV. AIR DUCT --' COMPRESS INSULATION UP & SLIP BETWEEN DUCT AND CURB TAPERED 2x SHIM TO LEVEL HVAC UNIT AS REQUIRED — FIBERGLASS DUCT INSULATION EXHAUST FAN ROOF CURB WOOD ROOF 12"0 ALUM. MESH I FILTER N HOOD #6 CONDENSATE DRAIN GUTTER 4'-0" FINISHED FLOOR GASKET/INSULATION FURNISHED BY RTU MFR SET TOP OF CURB LEVEL Y RTU LIFTING RAIL - ADD ADD'L #10 TEX SCREWS BETWEEN RAIL AND UNIT AS ho* NECESSARY TO PROVIDE ATTACHMENT AT 12" o.c. MIN. 18 GA. TIE DOWN CLIPS AS MFR'D. BY "RSI ROOF TOP SYSTEMS, INC.". 6" LONG W/ (4) PRE -DRILLED HOLES FOR MFR. SUPPLIED #14 TEK SCREWS - PROVIDE 4 CLIPS ON LONG SIDES AND 2 CLIPS ON SHORT SIDES (AVOID LIFTING HOLES AND FORK LIFT SLOTS) CLIPS AND FASTENERS SHALL BE CORROSION RESISTANT FOR SALT AIR CONDITIONS. FLASHING UP & OVER TOP OF CURB PROVIDE CANT WITH BUILT-UP ROOF ,,----' OPTI ON ` -ROOF MEMBRANE WOOD ROOF DECK, SEE ROOF FRAMING PLAN VAPOR BARRIER TAPE WOOD FRAMING - SEE STRUCT, PLANS 14"x22" SA DUCT N — VIBRATION DAMPER (PROVIDED BY M.C.) SUPPLY AIR SA DUCT �D�IgqF��FUSER d� WN� GRID AT g' VOLUME GRID -4 CONTROLDAMPER A.F.F. 8%12' s SECTION AT FRONT ENTRY REGISTER M 4 1/2" NOTE: 1) M.C. SHALL PROVIDE RIGID BOARD INSULATION WITH PAINTABLE FACING (CRIMP WRAP WITH ALL SERVICE JACKET AS MANUFACTURED BY CERTAINTEED OR EQUAL) ON ALL EXPOSED SHEET METAL DUCTWORK. 2) G.C. SHALL PAINT ALL EXPOSED DUCTWORK AND SUPPORT MATERIALS TO MATCH CEILING. —ANGLE FOR TRAPEZE \ HANGER (BY M.C.) DUCT PENETRATION OF 12"0 BRANCH DINING ROOM CEILING G.C. DUCT (BEYOND) SHALL FINISH OPENING SEE ARCH. DRAWINGS GYP BD. CLG. ® 9'-8" A.F.F. 8 RTU CURB Mq SCALE: 3" = 1'-0" Project No.05125.00 7 Z Vi d r m A`1 h M N � 0 u N �d Z w ' IH to E11 d a" Uo tro 'n a � n roo 0 ao �� by y an �n \y/N dm rlM . A " �c 0� 0 m �s 0 3wz ¢ 0> W O O g F-a p 2 t m o IJJ U 0 E- a�rc�d 2 O g ~& W O F U W O d¢ ZUp. �oz �oow O� �WN1m��Z Lp$QU Z�KO -�QI/11'ff//ll pOZ�7 Qa Z�Z4Z12 ��O(Z/Iaw2 WFi 8pww w 3 ii w i w x O O U' U m z o~ F 35;Bc i-" wz_a —yo om(oI = 34zNm <oin wll-Fcon FONw3 2T `Gain c9 lyJ� 4I2 m'd.Z w w W 4 W< O w 6 m W m n? zF- 00 h om 0 a:N O Z o U uj w r _j Q CJ S 0O �C g Q c = O � C r 0 3 W J a 0 Ln: Revisions THRU ADDENDUM "A" 1/20/06 1QCITY COMMENTS 1/5/09 PROJECT DATE 04/02/08 DRAWN BY FHJ CHECKED BY RAM/NRT Sheet No. M4 T------------- Project No.05125.00 GENERAL NOTES - - - - -- - - - - - - -- ' NO3------------------------- -- IC3 o-�------------------------- ------- •--- - - - - - I I 1. ALL LOW VOLTAGE WIRING AND FINAL CONNECTIONS SHALL BE SUPPLIED AND INSTALLED BY THE M.C. ALL J-BOXES AND NECESSARY CONDUIT SHALL BE PROVIDED BY E.C. RELAY #9 ; ; 24V TYP. OF 5 MECHANICAL CONTRACTOR SHALL INSTALL THERMOSTATS AND SENSORS. E.C. SHALL PROVIDE AND INSTALL ALL POWER WIRING OVER 24 VOLTS INCLUDING CONDUIT AND J-BOXES \\\ AS REQUIRED, UNLESS OTHERWISE NOTED. SEE ELECTRICAL SHEETS. I NC4 o-4�-- RTU #2 TERMINAL RTU #1 2. THE MECHANICAL CONTRACTOR SHALL CERTIFY THAT THE TEMPERATURE CONTROL SYSTEM HAS BEEN INSTALLED, AS SPECIFIED AND HAS BEEN TESTED TO ASSURE THAT CONTROL y-- I I T ELEMENTS ARE CALIBRATED, ADJUSTED, AND AND IN PROPER WORKING CONDITION. A COPY OF THE CERTIFICATION SHALL BE FURNISHED TO THE CODE ENFORCEMENT OFFICIAL. ; BLOCK #1 M.C. SHALL INCLUDE COPY OF THE CONTROL SYSTEM CERTIFICATION IN OPERATION & MAINTENANCE MANUAL PROVIDED TO THE OWNER. RELAY IN CAPTIVE AIRE PANEL ` " '" I TYP. OF 4 SEE SHEET V4 ____________ 3. LENNOX SHALL PROVIDE A LAMINATED QUICK REFERENCE HVAC OPERATION AND SET UP INSTALLATION SHEET. M.C. SHALL PERMANENTLY ATTACH THE INSTRUCTION SHEET (WITH r CHAIN, STRING OR OTHER MEANS) NEXT TO THERMOSTATS IN THE MANAGERS OFFICE. THIS INSTRUCTION SHEET IS IN ADDITION TO THE OPERATION AND MAINTENANCE MANUAL. ~' •; NO3�o-J- RTU # 3 VERIFY TERMINAL POINTS M.C. SHALL EXPLAIN TO THE OWNER'S REPRESENTATIVE THE HVAC SYSTEM OPERATION, PROGRAMMING AND TROUBLESHOOTING. C3 o-�-- WITH MANUFACTURERS SHOP 4. SEE 'V SHEETS FOR HOOD CONTROL PANEL WIRING DIAGRAM, PROVIDED BY OWNER WITH HOODS. RELAY #8 DRAWINGS 5. M.C. SHALL CALL D'MARCUIS CHILDRESS (972) 497-7290 AS SOON AS RTU'S ARE OPERATIONAL AND PHONE LINE IS OPERATIONAL TO DO "PRE -CHECK' BEFORE E.O.C. N04��-- 6. A LENNOX EQUIPMENT AND THERMOSTAT CHECK (EOC) IS REQUIRED ON THIS PROJECT. MECHANICAL CONTRACTOR MUST CONTACT LENNOX INDUSTRIES, CHERIE BOONE OR DORIS C4 o- RTU #4 STUCKEY ® 330-945-4349 AT LEAST 2 WEEKS PRIOR TO FINAL INSPECTION FOR EOC (DEDICATED PHONE LINE MUST BE OPERATIONAL). ALL INSTALLATION AND START-UP MUST ____________ CONTRACTOR SHALL TERMINATE J BE COMPLETED PRIOR TO EOC. BOTH MECHANICAL AND ELECTRICAL CONTRACTORS SHALL BE PRESENT DURING THE EOC. ii CONTROL WIRING ON N.O. CONTACTS._ rc 7. FOR ANY CONTROL QUESTIONS PLEME Q&LLENNOX AT 800) 367-6285 TECHNICAL SUPPORT. Nos 1 C5� _ RTU #5 •- HVAC SE`+[UENCE OF ®f ERATI®N RELAY NO6 0 - C6SPARE �o-y-- M.C. SHALL SET THERMOSTAT 'OCCUPIED' AND 'UNOCCUPIED' MODES TO OWNER'S OPERATION SCHEDULE. EVAPORATOR FANS SHALL RUN CONTINUOUSLY IN THE OCCUPIED" MODE. 1 I NORMAL OPERATION (OCCUPIED); r-- - - A h M EF-1, 2, 3, 4, 5, 6, 7, 8, SF-lA, SF-1B EVAPORATOR FANS AND ECONOMIZERS (IF INSTALLED) ON RTU-1, 2, 3, 4, AND 5 UNITS SHALL OPERATE CONTINUOU Y UPON ACTIVATION ; ; 0T, OF KITCHEN HOOD SWITCH. INTERLOCK HARING, RELAYS, AND CONTACTS FOR THIS ARE INCLUDED INTERNALLY IN THE HOOD ELECTRICAL CONTROL PANEL SEE�ETAILS THIS SHEET I NO3a i SPARE ® c AND "V" SHEETS. C3 o- - - ® u z� DRY CONTACTS ARE UPON DEACTIVATION OF THE KITCHEN HOOD CONTROL PANEL, ALL AIR HANDLING UNITS SHALL BE CONTROLLED VIA INDIVIDUAL SENSORS AND NCP. ELECTRICALLY HELD OPEN RELAY #2 ; 120V �a EP CONTINUOUSLY UNLESS HOOD , N04 TO SHUNT TRIP CIRCUIT BREAKERS, SEE SHEET E4 s b THE TEMPERATURE SCHEDULE SET POINTS SHALL BE SPECIFIC FOR EACH RTU AND SHALL BE FIELD ADJUSTABLE. FIRE SUPPRESSION SYSTEM C4 FROM 120V/iP, 20A CIRCUIT BREAKER SPACE TEMPERATURE SET POINTS: RTU-2, 3, 4, 5: 75-F COOLING, 70-F HEATING IS ACTIVATED, TYP. OF 4 �/ RTU-1: 78-F COOLING, 70F HEATING A,y) --- - SPACE HUMIDITY SET POINTS RTU-2, 5: 60% RH r ALL RTU'S COOLING/HEATING SWITCH/OVER SHALL BE AUTOMATIC BASED ON THE SPACE DEMAND. EVAPORATOR FANS SHALL BE SET TO RUN CONTINUOUSLY DURING "OCCUPIED" EMERGENCY RTU SHUT DOWN DETAIL. PERIODS. OUTSIDE AIR INTAKE ON ECONOMIZERS OR DAMPERS SHALL BE IN MINIMUM OPEN POSITION TO DELIVER CFM'S INDICATED IN AIR BALANCE SCHEDULE ON SHEET M2 OR �a SHALL FOLLOW THE ECONOMIZER OPERATION DESCRIBED BELOW. ! I C SF-1A AND SF-16 HEATERS (OPT.) SHALL BE CONTROLLED BY INDIVIDUAL FACTORY INSTALLED THERMOSTAT IN HEATED UNIT (IF HEAT OPTION IS SELECTED BY OWNER). IYIJ N.T.S. NOTES: 1. DASHED LINE INDICATES WIRING PROVIDED/INSTALLED BY M.C. SOLID LINE WIRING p -2m ECONOMIZER OPERATION (IF APPLICABLE) IS PROVIDED BY E.C. m a THE RTU'S EQUIPPED WITH ECONOMIZERS (SEE UNITS SCHEDULE ON SHEET M2) SHALL UTILIZE "FREE COOLING" AS THE FIRST STAGE OF COOLING. WHEN OUTDOOR AIR ENTHALPY IS 2. RTU SHALL SHUT DOWN UPON FIRE DETECTION BY HOOD ANSUL SYSTEM, SEE LOWER THAN THE MIXED AIR ENTHALPY, OUTSIDE AIR INTAKE DAMPERS SHALL MODULATE FROM MIN. TO MAX. OPEN POSITION AND SPACE RETURN AIR DAMPERS SHALL MODULATE "HVAC SEQUENCE OF OPERATION" THIS SHEET. COORDINATE WIRING WITH k 00 FROM MAX. TO MIN. RELIEF DAMPERS SHALL BE CONTROLLED RESPECTIVELY VIA INTEGRAL RTU CONTROL. IF THE OUTSIDE AIR ALONE CANNOT SATISFY THE SPACE COOLING DEMAND, MANUFACTURERS SHOP DRAWINGS. SEE "V" SHEETS. THE COMPRESSORS SHALL BE ENERGIZED IN STAGES. WHEN OUTDOOR AIR ENTHALPY IS HIGHER THAN MIXED AIR ENTHALPY, OR WHEN THE LOW LIMIT SENSOR LOCATED IN DISCHARGE AIR REACHES ITS SET POINT (557 -ADJ.), THEN OUTDOOR AIR AND RETURN AIR DAMPERS SHALL BE SET TO DELIVER MINIMUM O.A. CFM's INDICATED IN THE AIR BALANCE SCHEDULE. 3. TERMINAL POINT 6 IN RTU IS 24V SOURCE, CONNECTING TO TERMINAL POINT 21 IN RTU WILL SHUT DOWN THE UNIT. N PF yx NIGHT SETBACK OPERATION (UNOCCUPIED) zz � aW' SPACE TEMPERATURE SET POINTS: RTU-1, 2, 3, 4, 5: 857 COOLING, 557 HEATING ALL RTU'S EVAPORATOR FANS, COMPRESSORS AND HEATER SHALL RUN ON DEMAND ONLY. ANY MOTORIZED OUTSIDE AIR DAMPERS SHALL BE IN CLOSED POSITION. M.C. SHALL y��:=I�R bzV38��= VERIFY REQUIREMENT FOR AUTOMATIC SETBACK CONTROL WITH LOCAL AUTHORITIES AND COORDINATE WITH EQUIPMENT SUPPLIER. �W � ��`' € 9E �<FiK;Wf��d EMERGENCY OPERATION o� ®zag a E.C. SHALL WIRE ANSUL SYSTEMS ON COOKING HOODS SO THAT UPON FIRE DETECTION OR MANUAL ACTIVATION, THE MAKE-UP AIR FANS (SF-tA AND SF-18) AND EVAPORATOR FANS ON ALL RTU'S SHALL BE SHUT DOWN, ALL POWER TO EQUIPMENT UNDER HOOD SHALL BE ISOLATED, WHILE THE EXHAUST FANS SHALL CONTINUE TO OPERATE. MECHANICAL GAS THESE PLANS AND ALL PROPOSED WORK 1 $L WM VALVE(S) SHALL ISOLATE ALL GAS SUPPLY TO EQUIPMENT UNDER HOOD(S). EVAPORATOR FAN ON EACH RTU SHALL ALSO BE SHUT DOWN BY INDIVIDUAL SMOKE DETECTOR UPON <<&�8i�ia�#� DETECTING SMOKE. r AND SUBJECT TO ANY CORRE CORRECTIONS r��g6�6FW� REQUIRED BY FIELD INSPECTORS THAT TBt I I za>o MAY BE NECESSARY IN ORDER TO I I : m �� 'zo, COMPLY WITH ALL APPLICABLE CODES W1 G Y1 <,B"®Zd=�� "U0i L—SERIES ROOTOP UNIT n O O � OO OOO� @ OOO wka U � ;f E<Bo LENNOX W/ HUMIDITROL OQQ } 5 6 7 8 (9) 10 11 12 13 14 15 16 1 18 19 20 21 22 23�$G$��o �TTT""" Boa A: W/GLOBAL ECONOMIZER ° FOR X—FAN INTERLOCK I i i I i F---- r—t--------- RELAY WITH DRY CONTACTS - _- " -" IN CAPTIVE AIRE PANEL TYP. I -----t Q TB1 -------------------------------------------------- A2 ROOM THERMOSTAT ° -----� r----i i ----i rt----� O J OF 3. SEE SHEET V4 I F I I I O ��o ;RTU #1 I ® LENNOX #14W81 OR X5683 I I r------- ---J 1 N07 o--;---------- - -•01 HONEYWELL TB8220U 1 9 1 r--_______--�F- C7 - ----- -------� 0 1 MOTOR 120V CONTROL CIRCUIT COMMERICAL VISIONPRO ° I I I Z RELAY #3 �24 VOLT I I o FOR RTUS. SEE DETAIL ° I I ° I - - _ _ _ _ - _ _ _ - - J 3 OO ui O 1 THIS SHEET THERMOTSTAT I I r______________ POWER HOOD #1 I CONVENTIONAL ri ------------------II .' r JQ N0o-TU #2 ® LENNOX "L" i-------------- - - - - - 6 SERIES UNIT (2) #12 r—---Y2 Rc_,C8 Z ° I I I a OI PARTIAL (1) #12GND. �L-__________1 TERMINAL BLOCK ®L R L J = Z 1/2"C i C.) ----(TYPICAL)--------- - -' (TYPICAL) j i --- A W r------------- --- o a i j i ® j HOOD #2 I + --- W2 Y 0-----L NC3�i-S INSTALL 2#12, 1#12 GND., a -I I I 1 o 1/2" C. FROM FAN TERMINALS C C3 RTU #3 L1 L2 L3 � 4S IN PRE WIRE TO DISCONNECT p 3JSWITCH ON FAN AT ROOF _ _ _ _ - URELAY � C J(SWITCH INSTALLED BY p>p` � O MANUFACTURER) NC4 o-__ HOOD #3 C4 o-RTU#4 ------ - - - - --Ir-°I----------------- - I I° I I L----- --------° - EF-1 I I 1--------------------J EF-2 L------------ -- L-I---------------------J EF-3 me t% t r iI EF-4 I NC3 _- EF-5 I L-_-------- 1 I RTU 5 HOOD #4 HOOD------_--_- }--------------- C3�i- # CONTROL EF-6 C 1 RELAY 7 PANELS BY EF-7 \ I 7row # HOOD CONTRACTOR EF-8 4 4 NC4 o---- SEE V" F-1A C4 o-�-- SPARE SHEETS F-18 20K OHM HOOD #5 SPACE 2# 14, 1 /2"C. TO 5 WHEN HOOD `-------- MICROSWITCH AT ANSUL SENS a o TANKS. SEE SHEET M1 ______________________ 29M55 z o CONTACTS ARE CLOSED IS FOR LOCATIONS. - ---- i e- - - - - - - - - -_, SINGLE CLOSED, TYP. OF 3 d 1 I TO ALL SHUNT TRIP I HOD #6 CIRCUIT BREAKERS FOR I I RECEPTACLES UNDER Revisions HOOD #1, #2, #3, #4, i 20K OHM HUMID 20K OHM ° MID ITY #5 AND #8: SEE I AVE AVE i THRU ADDENDUM "A" ELECTRICAL PANEL I SENSOR SENSOR I SENSOR SCHEDULES FOR ALL I I 17M50 1/20/06 RTUSYSTEM INTERLOCK SHUNTTRIP CIRCUITS. r l HOOD #7 I I 1 CONTROLS (NORMAL ®19E® ®NO L _ _ _ _ _ _ O T81NQT-REMOVE FACTORY JUMPER BETWEEN R fVl POWER CIRCUITS FROM ELEC. PANEL r--------- TO PRE WIRE SECTION: SEE —REQUIRED & T61-9. ELECTRICAL PANEL SCHEDULES FOR O I REQUIRED THERMOSTAT SETTINGS M5 N.T.S.ALL HOOD CIRCUITS, EXHAUST FAN INSTALLER CIRCUITS, AND SUPPLY FAN CIRCUIT. 20K OHM 20K OHM SETUP # VALUE DESCRIPTION AVE. AVE. 0170 8 1 H/1 C NOTES: HOQD #8 SENSOR SENSOR 0175 1 OCC/UNOCC 1. M.C. SHALL WIRE SENSOR TO RTU TERMINAL BLOCK #1 (TB-1) IN ACCORDANCE WITH MANUFACTURER'S 2 #12, 1 #12 GND., 3/4" C. WIRE �3 -TWO TWISTED PAIR SHEILDED CABLES RECOMMENDATIONS. FROM W/B TERMINALS IN PRE WIRE REQUIRED. CABLE TYPE LENNOX 96L63 BY HOOD TO JUNCTION BOX FOR LIGHTS AVERAGING 2. DASHED LINE INDICATES WIRING PROVIDED/INSTALLED BY M.C. SOLID LINE WIRING IS PROVIDED BY E.C. (TYPICAL EACH HOOD) OR BELDEN TYPE 88761 OR EQUIVALENT. PROJECT DATE CONTRACTOR TYP. (T7770A3002) ® -SHIELD DRAIN WIRE NOT CONNECTED 3/28/08 3. SET A56 IMC ECONOMIZER/MOTORIZED OAD ADD ON BOARDS DIP SWITCH TO DSET AND BALANCE AIR TO THIS END. RECOMMENDED SET POINT. TURN ON IMC A55 MAIN BOARDS TEMP DIP SWITCH AND THEN TOGGLE THROUGH EXHAUST O -UNUSED WIRE. DRAWN BY TO WHERE THE DISPLAY FLASHES BETWEEN THE #6 AND ANOTHER NUMBER (X). THE OTHER NUMBER IS THEWIRING DETAIL (I) -CONNECT SHIELD DRAIN WIRES TO T81-7 FHJ ELECTRICAL SIGNAL GOING TO THE DAMPER MOTOR. _ ON RTU. 4. SET A56 IMC BOARDS DIP SWITCHES TO THE GLO POSITION AND LEAVE THEM. W N.T.S. O -THERMOSTAT SENSOR WIRES MUST HAVE A CABLE SEPERATE FROM THE CHECKED BY 5• SET IMC PARAMETER (SEE IMC MANUAL IN UNIT FOR DETAILS) 6,23 (FREE COOLING MIXED AIR SET POINT) NOTE #1: ALL WIRING BY E.C. THERMOSTAT CONTROI. CABLE RAM/NRT TO THE 45F READING. Sheet No. 6. LENNOX RESERVES THE RIGHT TO CHANGE THE REQUIRED TERMINATION POINTS AND SETTINGS AS DESCRIBED ABOVE. CONTACT LENNOX FOR LATEST REQUIREMENTS PRIOR TO STARTING ANY WORK. SEE 3 RTUTHERMOSTAT O OL WIRING GENERAL NOTE #3 THIS SHEET. M M5 N.T.S. Z:\2005\05125 - GC Port St. Lucie, FL\M5AA.dwg Apr 4, 2008-1:29pm 1. ALL LOW VOLTAGE WIRING AND FINAL CONNECTIONS SHALL BE SUPPLIED AND INSTALLED BY THE M.C. ALL J-BOXES AND NECESSARY CONDUIT SHALL BE PROVIDED BY E.C. MECHANICAL CONTRACTOR SHALL INSTALL THRRMOSTATS AND SENSORS. E.C. SHALL PROVIDE AND INSTALL ALL POWER WIRING OVER 24 VOLTS INCLUDING CONDUIT AND J-BOXES AS REQUIRED, UNLESS OTHERWISE NOTED. SEE ELECTRICAL SHEETS. 2. THE MECHANICAL CONTRACTOR SHALL CERTIFY THAT THE TEMPERATURE CONTROL SYSTEM HAS BEEN INSTALLED, AS SPECIFIED AND HAS BEEN TESTED TO ASSURE THAT CONTROL ELEMENTS ARE CALIBRATED, ADJUSTED, AND AND IN PROPER WORKING CONDITION. A COPY OF THE CERTIFICATION SHALL BE FURNISHED TO THE CODE ENFORCEMENT OFFICIAL. M.C. SHALL INCLUDE COPY OF THE CONTROL SYSTEM CERTIFICATION IN OPERATION & MAINTENANCE MANUAL PROVIDED TO THE OWNER. 3. TRANE SHALL PROVIDE A LAMINATED QUICK REFERENCE HVAC OPERATION AND SET UP INSTALLATION SHEET. M.C. SHALL PERMANENTLY ATTACH THE INSTRUCTION SHEET (WITH CHAIN, STRING OR OTHER MEANS) NEXT TO THERMOSTATS IN THE MANAGERS OFFICE. THIS INSTRUCTION SHEET IS IN ADDITION TO THE OPERATION AND MAINTENANCE MANUAL. M.C. SHALL EXPLAIN TO THE OWNER'S REPRESENTATIVE THE HVAC SYSTEM OPERATION, PROGRAMMING AND TROUBLESHOOTING. 4. SEE 'V' SHEETS FOR HOOD CONTROL PANEL WIRING DIAGRAM, PROVIDED BY OWNER WITH HOODS. S. A TRANE EQUIPMENT AND THERMOSTAT OPERATION CHECK (EOC) IS REQUIRED ON THIS PROJECT. MECHANICAL CONTRACTOR MUST CONTACT TRANE INDUSTRIES AT LEAST 2 WEEKS PRIOR TO FINAL INSPECTION FOR EOC. ALL INSTALLATION AND START-UP MUST BE COMPLETED PRIOR TO EOC. BOTH MECHANICAL AND ELECTRICAL CONTRACTORS SHALL BE PRESENT DURING THE EOC. 6.FOR ANY CONTROL QUESTIONS PLEASE CALL J.D. HOWARD OF E AT 12) 781-0458. HVAC SEQUENCE OF OPERATION M.C. SHALL SET THERMOSTAT 'OCCUPIED' AND 'UNOCCUPIED' MODES TO OWNER'S OPERATION SCHEDULE. EVAP. FANS ON ALL RTU'S SHALL RUN CONTINUOUSLY IN THE OCCUPIED MODE. NORMAL OPERATION (OCCUPIED): EF-1, 2, 3, 4, 5, 6, 7, 8, SF-1A, SF-18, EVAPORATOR FANS AND ECONOMIZERS (IF INSTALLED) ON RTU-1, 2, 3, 4, AND 5 UNITS SHALL OPERATE CONTINUOUSLY UPON ACTIVATION OF KITCHEN HOOD SWITCH. INTERLOCK WIRING, RELAYS, AND CONTACTS FOR THIS ARE INCLUDED INTERNALLY IN THE HOOD ELECTRICAL CONTROL PANEL. SEE DETAILS THIS SHEET AND "V" SHEETS. UPON DEACTIVATION OF THE KITCHEN HOOD SWITCH, ALL AIR HANDLING UNITS SHALL BE CONTROLLED VIA INDIVIDUAL SENSORS AND THERMOSTATS. THE TEMPERATURE SCHEDULE SET POINTS SHALL BE SPECIFIC FOR EACH RTU AND SHALL BE FIELD ADJUSTABLE. SPACE TEMPERATURE SET POINTS: RTU-2, 3, 4, 5: 75-F COOLING, 70F HEATING RTU-1: 78F COOLING, 70F HEATING RTU-2, 5: 60% RH ALL RTU'S COOLING/HEATING SWITCH/OVER SHALL BE AUTOMATIC BASED ON THE SPACE DEMAND. EVAPORATOR FANS SHALL BE SET TO RUN C TITI UOUSLY DURING OCCUPIED PERIODS. OUTSIDE AIR INTAKE ON ECONOMIZERS OR DAMPERS SHALL BE IN MINIMUM OPEN POSITION TO DELIVER CFM'S INDICATED IN AIR BALANCE SCHEDULE ON SHEET M2 OR SHALL FOLLOW THE ECONOMIZER OPERATION DESCRIBED BELOW. SF-1A AND SF-1B HEATER (OPT.) SHALL BE CONTROLLED BY INDIVIDUAL FACTORY INSTALLED THERMOSTAT IN HEATED UNIT (IF HEAT OPTION IS SELF TED BY OWNER). ECONOMIZER OPERATION (IF APPLICABLE) THE RTU'S EQUIPPED WITH ECONOMIZERS (SEE UNITS SCHEDULE ON SHEET M2) SHALL U1ILIZE "FREE COOLING" AS THE FIRST STAGE OF COOLING. WHEN OUTDOOR AIR ENTHALPY IS LOWER THAN THE MIXED AIR ENTHALPY, OUTSIDE AIR INTAKE DAMPERS SHALL MODULATE FROM MIN. TO MAX. OPEN POSITION AND SPACE RETURN AIR DAMPERS SHALL MODULATE FROM MAX. TO MIN. RELIEF DAMPERS SHALL BE CONTROLLED RESPECTIVELY VIA INTEGRAL RTU CONTROL. IF THE OUTSIDE AIR ALONE CANNOT SATISFY THE SPACE COOLING DEMAND, THE COMPRESSORS SHALL BE ENERGIZED IN STAGES. WHEN OUTDOOR AIR ENTHALPY IS HIGHER THAN MIXED AIR ENTHALPY, OR WHEN THE LOW LIMIT SENSOR LOCATED IN DISCHARGE AIR REACHES ITS SET POINT (557 -ADJ.), THEN OUTDOOR AIR AND RETURN AIR DAMPERS SHALL BE SET TO DELIVER MINIMUM O.A. CFM's INDICATED IN THE AIR BALANCE SCHEDULE. NIGHT SETBACK OPERATION (UNOCCUPIED) SPACE TEMPERATURE SET POINTS: ALL RTU'S: 857 COOLING, 557 HEATING ALL RTU'S EVAPORATOR FAN, COMPRESSORS AND HEATER SHALL RUN ON DEMAND ONLY. ANY MOTORIZED OUTSIDE AIR DAMPERS SHALL BE IN CLOD POSITION. M.C. SHALL VERIFY REQUIREMENT FOR AUTOMATIC SETBACK CONTROL WITH LOCAL AUTHORITIES AND COORDINATE WITH EQUIPMENT SUPPLIER. AFTER HOURS REMOTE OVERRIDE: ALL RTU'S SHALL BE PROVIDED WITH AN INTEGRAL OVERRIDE BUTTON (INCLUDED W/ SENSORS) WITH CAPABIUTY TO CHANGE UNIT STATUS FROM "UNOCCUPIED" MODE TO A TEMPORARY "OCCUPIED STATUS, SEE SHEET M2. EMERGENCY OPERATION: E.C. SHALL WIRE ANSUL SYSTEMS ON COOKING HOODS SO THAT UPON FIRE DETECTION OR MANUAL ACTIVATION, THE MAKE-UP AIR FAN (SF-1A & St-113) AND EVAPORATOR FANS ON RTU 1, 2, 3, 4, AND 5 SHALL BE SHUT DOWN, ALL POWER TO EQUIPMENT UNDER HOOD SHALL BE ISOLATED, WHILE THE EXHAUST FANS SHALL CONTINUE TO OPERATE. MECHANICAL GAS VALVE(S) SHALL ISOLATE ALL GAS SUPPLY TO EQUIPMENT UNDER HOOD(S). EVAPORATOR FAN ON IEACH RTU SHALL ALSO BE SHUT DOWN BY INDIVIDUAL SMOKE DETECTOR UPON DETECTING SMOKE. HOOD #1 RELAY WITH DRY CONTACTS CAPTIVE HIRE PANEL TYP. O TBJ1 �� �----------- I OF 3. SEE SHEET V4 ; -- o----i RTU--#1 -------------------------------- 1 N07 o- -;---- - - - - -- --01 I 1 C7 +---- - - - - -- - ---- -� - o TAP INTO WARE MOTOR HOOD #2 24 VOLT L - 64A (VOYAGER), ; RELAY #3 POWER 0 11 1 117A (PRECEDENT) 1 N8o- {- RTU #2 C0 * CS o-J-- o+ �TRgNE UNIT PARTIAL ----------- - TERMINAL BLOCK HOOD #3 ' o (TYPICAL) rTTNC3 o- _- # VERIFY TERMINAL I C3o- - - RTU 3 POINTS WITH L1 L2 L3 RELAY #6 I MANUFACTURERS 1 SHOP DRAWINGS HOOD #4 NC40_ �- C4 o-_ ( RTU #4 JS �-- HOOD #5 ------------ NC3No-�-- # C3 o- - - RTU 5 RELAY #7 NC4o-�-- HOOD #6 I C4 o- - SPARE `- CONTACTS ARE CLOSED HOOD #7 WHEN HOOD SWITCH IS CLOSED, TYP. OF 3 RTU SYSTEM INTERLOCK ,a 1 CONTROLS (NORMAL OPERATION) HOOD #8 MIS N.T.S. -� NOTES: 1. M.C. SHALL WIRE SENSOR TO RTU TERMINAL BLOCK #1 IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. DASHED LINE INDICATES WIRING PROVIDED/INSTALLED BY M.C. SOLID LINE WIRING IS PROVIDED BY E.C. M6 3. TRANE RESERVES THE RIGHT TO CHANGE THE REQUIRED TERMINATION POINTS AND SETTINGS AS DESCRIBED M ABOVE. CONTACT TRANE FOR LATEST REQUIREMENTS PRIOR TO STARTING ANY WORK. SEE GENERAL NOTE #4 THIS SHEET. (2) #12 (1) #12GND. 1 /2" C. (TYPICAL) - 120V CONTROL CIRCUIT FOR RTUS. SEE DETAIL 1 THIS SHEET HOOD CONTROL PANELS BY HOOD CONTRACTOR SEE "V" SHEETS INSTALL 2#12, 1#12 GND., 1/2" C. FROM FAN TERMINALS IN PRE WIRE TO DISCONNECT SWITCH ON FAN AT ROOF (SWITCH INSTALLED BY MANUFACTURER) —�- EF-1 —� EF-2 —r EF-3 �.- EF-4 —n► EF-5 --® EF-6 EF-7 —o EF-8 —i►SF-1B 2#14, 1/2"C. TO MICROSWITCH AT ANSUL TANKS. SEE SHEET M1 FOR LOCATIONS. TO ALL SHUNT TRIP CIRCUIT BREAKERS FOR RECEPTACLES UNDER HOOD #1, #2, #3, #4, #5 AND #8: SEE ELECTRICAL PANEL SCHEDULES FOR ALL SHUNT TRIP CIRCUITS. POWER CIRCUITS FROM ELEC. PANEL TO PRE WIRE SECTION: SEE ELECTRICAL PANEL SCHEDULES FOR ALL HOOD CIRCUITS, EXHAUST FAN CIRCUITS, AND SUPPLY FAN CIRCUIT. J �--2 #12, 1 #12 GND., 3/4" C. WIRE FROM W/B TERMINALS IN PRE WIRE BY HOOD TO JUNCTION BOX FOR LIGHTS CONTRACTOR TYP. (TYPICAL EACH HOOD) p N.T.S. NOTE #1: ALL WIRING BY E.C. NO3 --a. TO SHUNT TRIP CIRCUIT BREAKERS, SEE SHEET E4 C3 ----f- FROM 120V/1P, 20A CIRCUIT BREAKER RELAY #9 0 120V N4 C�o-�-- SPARE 4o-�-� , J RELAY IN CAPTIVE AIRE PANEL `------------ ' TYP. OF 4 SEE SHEET V4 -----` I ------------, NC3-1-- C3 SPARE o-�-- RELAY #8 9 1 NC4rlRTU #5 C4 o-y-- CONTRACTOR SHALL TERMINATE L ; CONTROL WIRING ON N.O. CONTECTS. r------------ i NC5[ - - RTU #4 1 C5 o-�-- RELAY #5 1 1 NC6No-n-- # C6 0_ y - RTU 3 r------------- NC3 o- - RTU #2 Ciao- DRY CONTACTS ARE RELAY # 2 1 I ELECTRICALLY HELD CLOSED NC ________ 24V TYP. OF 5 CONTINUOUSLY UNLESS HOOD 1 FIRE SUPPRESSION SYSTEM 4_________________ IS ACTIVATED, TYP. OF 4 - C4 ________________________ __________________- ll '11o1m CY RTU UT DOWN DETAIL. FRTLI #1 NOTES: I 1. DASHED LINE INDICATES WIRING PROVIDED/INSTALLED BY M.C. SOLID LINE WIRING IS PROVIDED BY E.C. 2. RTU SHALL SHUT DOWN UPON FIRE DETECTION BY HOOD ANSUL SYSTEM, SEE --- "HVAC SEQUENCE OF OPERATION" THIS SHEET. COORDINATE WIRING WITH MANUFACTURERS SHOP DRAWINGS. SEE "V" SHEETS. 3. THE MECHANICAL CONTRACTOR SHALL INSTALL ADDITIONAL WIRING BETWEEN TERMINAL POINT LBT6 AND FACTORY MOUNTED SMOKE DETECTOR AS SHOWN. FACTORY MOUNTED SMOKE DETECTOR SHALL REMAIN. Gu G rnav r-------- THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELE INSPECTORS THAT i _ _ _ _ _ _ _ _ MAY BE NECESSARY IN ORDER TO I I I I COMPLY WITH W PjW lVA jCODES. I , ------- ' ' I HONEYWELL TB8220U COMMERICAL VISIONPRO 8000 THERMOTSTAT I I I I I I I I I I I I PRESEDENT/VOAYAGER ROOTOP UNIT W/ HUMIDITROL W/GLOBAL ECONOMIZER RTRM MODULE 1 I IL------------- '_2-___--_-___________-J I I I L--------------�-'---------------------J I I I I IL-- - - - - -- 1 _ -_ _ _\ 1 c r-1 5 - --------------------- -\ r----------I I L- - - - - - - - -----J 20K OHM AVE. SENSOR AVERAGING (T7770A3002) IYI 6 / N.T.S. 20K OHM AVE. SENSOR 20K OHM I I + SPACE 61 - SENSOR Proiect No.05125.00 �y M� DUCT SMOKE �N DETECTOR (BY M.C.)p H� Z ,, w FI m E °i ® o` V` q TERMINAL BLOCK LTB = v y 0 w rom m� 0 m VERIFY TERMINAL POINTS WITH MANUFACTURERS SHOP w = DRAWINGS 1 m a LOCATED IN FRONT OF UNIT CONTROL BOX NTLB 012 013 014 015 016 017 18 �19 SINGLE HUMIDITY (T7770A1006) SENSOR (BA,YSENSO36A) 2#12, 1#12GND. 3/4"C. NOTES: �j -REQUIRED THERMOSTAT SETTINGS INSTALLER SETUP If VALUE DESCRIPTION 0170 8 1H/1C 0175 1 OCC/UNOCC ® -TWO TWISTED PAIR 18 GA. SHEILDED CABLES REQUIRED. ( -CUT BACK AND TAPE THE SHIELDING AT SENSOR. 4 -GROUND SHEILDED PAIR AT THE: CONTROLER 5 -THERMOSTAT SENSOR WIRES MUST HAVE A CABLE SEPERATE FROM THE THERMOSTAT CONTROL CABLE �L G • FZeviSions THRU ADDENDUM 1/20/06 PROJECT DATE 3/28/08 2 1 1 "10j, Z:\2005\05125 - GC Port St. Lucie, FL\M6AA.dwg Apr 4, 2008-1:29pm r OEM W�ImdL1 ■I�1� Irl� `. v tR_1Rl R) t•rt'tMEMO at I —I I Mir ' —�.' ■�®®m®�/■/I —II —®- I .►, ni�Iu�.!� lr� it - iT ..IME _ I OKell 1 • -. ..\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\O..yo\\\\\\\\\\\\\\\\\\\O\\\\\\\\\\\P\\\\\\\\\\\\\\l\\\\\\\\\\\\\\\\\\ 1 UP _ .- 1 ®...F a • • - • • �•1�S7I1=r•:•nca::.:::.eo.::.:::::v::::::::::::.:.y,-..: .,=i. � .� � � � �I�O � r � � s � � a� � ® a .��\ �����' ��I\�������■. �®,• • • ! ; 9. All • - � �' ~�— `���o\�\��\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\—'�—_;__III y, • • • 1 • — i. © ►� m II; ■■■� \J►I am 11 ■�!�i■■■® ...�w■■�■���®� ■®■■®■a►lQ'I� ®■1 1®Ifs • • • �• --� ■ ■■ ■ •1 ■_�■i• ■•��7■ 1 _ M No 0 0 No MENEM ■momu���w�wwww�l ■■��■■v■■■■■���■\i0■00■M( a m ■�'■■IrEM � ■■■■ �►111■�. .III■■1■�0❑/■■■■■■❑O■■■■om►IILI 10 0 0 MENNEN1■■■ !1■1►I■m■■■■■=■■■■■■■■ ■■■■■1�1■ ■►� • . -• _ ■■ i�■■■1?�!!J� ■■■�■■■■i!■I�.��+,■11■ I■■©1■■/■■■■NI,l�!m�l■■• • ■!■■IJ�■■■■■■I 1 ■ ►� ■�� ©� •, • _ mmamom MOWN 1■0■=■ M ■■M =M=M7® �■■■ F00-1 _' ■® ■■ / 0 FA411 :. r ■�I!■ ►I DE-M- ■;,,� " ,,,._!llll�.,!■wm' — NNN Mw�NNE ■■■I■_■_ ■■■■ ►t ■■■N■■■■ ►I 1■■!11 ■ mom ■■■NNE ■■A■'m��:�������e����+�E-mow I �"r aIII��Iir+ 'tea ammm■u ia3: i � �,_�l���■■1�'��.�..r.......rl : . '��®®�) ' � _. , i�1 ", ten- • ,I �— ^ , ` . ■ MINE El 15 I , n •MUM " • • • • • • • • • I • -� 33 15 — ■ ■■L�i��■■!�■■■ ., it •' -' • •' . ' • o m©OEM ■■� • �� �— -_-__. �� �� ��:Il:�i�l■ .CI 11•��1��1 h:�Ihh IhhII�I�:II:�Y�II!'�.i�!il----- •i•-------Il:�i�a NNS OF EGRESS LIGHTING SHALL BE FIELD MmIM 4o ��■■■ - • E LOCAL INSPECTOR. E.C. SHALL INSTALL TEMPOR ARY CONSTRUCTION LIGHTS. R414f,211III&JUX . • • . • • • • ■ iirirrirr�nlrlt-l-ilrilV LUMINAIRE SCHEDULELill _III►- 0 �❑ ® cri25 MOUNT®SEE '' I' ``��� ®jamMOUNTED 0 7'-4" ABOVE M •DINING CHANDELIER HILITE 36-BH-96 FINISHED FLOOR ■—_�I• .ICI. i. II. I, 11• I. l . ■ C u . THAN THE REQUIREMENTS SPECIFIED IN THE DESIGN PLANS SHALL NOT BE ALLOWED WITHOUT APPROVAL BY THE OWNER'S REPRESENTATIVE OR THE DESIGN ENGINEER. 3. ALL BRANCH CIRCUITS SHALL BE E.M.T.. OR RIGID CONDUIT AS PERMITTED OR REQUIRED BY N.E.C. RIGID. CONDUIT SHALL BE USED FOR CIRCUITS UNDER SLAB ON GRADE, OR SCHEDULE 40 PVC MAY BE USED. CONDUIT EXPOSED IN ,5 THE DINING AREA SHALL BE RUN AS INCONSPICUOUSLY AS POSSIBLE AND SHALL BE PAINTED BY G.C. TO MATCH SURFACES. 4. E.C. SHALL REVIEW SHEETS F1 AND F7 FOR ALL EQUIPMENT CONNECTION REQUIREMENTS. ALL EQUIPMENT LOADS SHALL BE VERIFIED BEFORE EQUIPMENT AND/OR CIRCUIT INSTALLATION. VERIFY LOCATION OF ALL FLOOR OUTLETS I� BEFORE INSTALLATION: L I ®96" A.F.F. ❑ - - 5. PROVIDE" MEANS TO FURNISH AND INSTALL. 6. ALL WALL OUTLET BOXES SHALL BE STEEL CITY OR RACO. - 'NTH BATTERY "B EN G� 7. E.C. SHALL MAKE ALL REQUIRED CONNECTIONS TO TERMINALS OF EQUIPMENT SUPPLIED BY OWNER. H ® EMERGENCY EXIT SIGN SURELITES LPX70RWH INCLUDED SHADED AREA INDICATES 13 . _ �"` Q�� :y p CONSTRUCTION NOTES' 8• MOUNT ALL RECEPTACLES 22" ABOVE FINISHED FLOOR TO TOP OF .BOX UNLESS OTHERWISE NOTED. FACE OF SIGN _. SYMBOL DESCRIPTION Q` p lP� O • _ - A CONDUIT SHALL THE ELECTRICAL CONTRACTOR. WITH BATTERY / � Q ib 1 TYPE T' EXTERIOR LUMINAIRE INSTALL ON ROOF IN FRONT OF DORMER SEE 9. EXHAUST FAN WIRING AND BE PROVIDED BY Revisions HI COMBO EMERGENCY/EXIT SURELITES LPX70RWHDH INCLUDED SHADED AREA INDICATES 24 .�, / /� Q i9 p, ARCHITECTURAL PLAN (SHT. R1) FOR LOCATION. 10.-THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUIT (3/4") FOR THERMOSTATS AND TELEPHONES. FACE OF SIGN �—�` HOME RUNS TO PANEL K, /J�/Q'QJ`'-.y 122 CONNECT ALL EMERGENCY, EXIT, AND NIGHT LIGHTS TO LOCAL LIGHTING CIRCUIT AHEAD OF 11. WHERE THE LENGTH OF ANY 120 VOLT BRANCH CIRCUIT EXCEEDS 50 FEET. CIRCUIT CONDUCTORS SHALL NOT BE 122 A TELEPHONE OUTLET ,�, / �/ Q o ?y ANY SWITCH PER NEC 700.12E SMALLER THAN #10 TO THE FIRST OUTLET. THRU ADDENDUM "A" K SURFACE FLUORESCENT METALUX 2M432A120VEBSIU 4-F32W T8 O O DUPLEX. (CEILING RECEPTACLE - '%,//f Q Q�1^ ��\G 0 .SEE DETAIL 10/E3 AND 11/E3 FOR THE SWITCHING REQUIREMENTS OF 4-LAMP FIXTURES. 1/20/06 12. THE REFRIGERATOR CONTRACTOR IS RESPONSIBLE FOR ALL POWER AND CONTROL WIRING BETWEEN THE COMPRESSORS MOUNTED 7-7 A.F.F. 88 120/1P, A AMP RATED. .y /�� Q�� �Q��� 4 TRACK LIGHTS SHALL BE MOUNTED ON THE SIDE OF THE LVL FACING THE 0 TSIDE WALL. AND EVAPORATORS iN ALL COOLERS, MAKE ALL REQUIRED CONNECTIONS AS INDICATED ON PLANS AND BY s IFM1EIDOtiRQII5TWI0tRDS7/28/OB M M METAL HALIDE WALL PACK RUUD E8407-DBS 1-70 MH GABLE END 7 6" A.F.F. O O MANUFACTURER. Q JUNCTION BOX '� / l� OS CHANDELIERS ARE CUSTOM MADE AND CAN ONLY BE PURCHASED THROUGH HOUSE OF LIGHTS 13. INSTALL CONDUITS AND WIRING FOR YARD LIGHTS, BUILDING SIGNS, AND POLE SIGNS AS SHOWN ON THE SITE PLAN. MOUNTED ® 7'-7" ABOVE SINGLE POLE WALL SWITCH �' / 7/ Q4 CITY COMMENTS i/5/09 P --0 METAL .HALIDE WALL PACK RUUD E5405-DGBS 1-50 MH FINISH FLOOR 62 (TYPICAL ALL CHANDELIERS). COORDINATE VOLTAGE DROP AS REQUIRED.. (48" A.T..) / 'L 6 REFRIGERATOR CONTRACTOR (R.C.) SHALL BE RESPONSIBLE FOR ALL POWER, AND CONTROL 14:' MECHANICAL CONTROL. WIRING IS THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. M.C. SHALL MAKE ALL FINAL R D D D TRACK 6' WAC HT 6 WT HLEWT STARTERS A.T.S. 3-WAY ALL SWITCH (48" 0 CONNECTIONS. SEE MECHANICAL PLANS AND SHEET EIS FOR PROPER OPERATIONAL SEQUENCES AND COORDINATE WORK- 3 W ) WIRING BETWEEN COMPRESSOR AND EVAPORATORS AND FREEZER/COOLER LIGHT SWITCHES & NTH THE HOOD CONTRACTOR. SEE SHEET E6 FOR E.C. WIRING REQUIREMENTS. — R1 D D D TRACK 8' WAC HT 8 WT HLEWT STARTERS $M MANUACSTARTERS WITH PILOT PC LIGHT. SQUARE EQUAL. BY PHOTOCELL "D" FG1P OR E.C. R2 �P, TRACK 12' WAC (2) HT 6 WT HLEWT STARTERS, HIWT CONNECTION TRACK 10' (1) WAC HT 8 WT PLAN R3 1 WAC HT 2 WT CONNECTION HEE TION TC ❑ TIME CLOCK -671 RS-1 P TRACK LIGHT WAC HTK 188 WT DUROTEST SEE PLAN FOR MOUNTING DIRECTION 75 FL-cl LIGHTING CONTACTOR DOOR HEATER INTEGRAL WITH EQUIPMENT. 7 SEE SITE PLAN FOR EXACT LOCATION OF YARD LIGHTS AND PRIME SIGNS. E. . SHALL VERIFY 15. THE ELECTRICAL CONTRACTOR SHALL CONNECT ALL ELECTRICAL DEVICES, I.E., OUTLETS, JUNC11ON BOXES, VOLTAGE DROP IS 3% OR LOWER. DISCONNECT SWITCH FOR PRIME SIGN IS PROVIDED BY SIGN DISCONNECTS, AND HOOD LIGHTS, ETC. UNDER EACH KITCHEN GREASE EXHAUST HOOD TO SHUNT TRIP CIRCUIT CONTRACTOR. BREAKERS CONTROLLED BY THE HOOD FIRE PROTECTION SYSTEM SO THAT WHEN THE FIRE PROTEC1ON SYSTEM IS 8 ELECTRICAL CONTRACTOR SHALL DIRECT TRACK LIGHTS TOWARD AWNING OR SUPERSTRUCTURE ACTIVATED ALL ELECTRICAL DEVICES UNDER HOOD WILL BE DE -ENERGIZED. EMERGENCY GAS VALVE (MECHANICALLY ABOVE FOOD BAR IN .DIRECTION SHOWN. OPERATED) SHALL ALSO BE CLOSED WHEN FIRE PROTECTION SYSTEM IS ACTIVATED IN ORDER TO ISOLATE GAS SUPPLY TO APPLIANCES UNDER THE HOOD, SEE SHEET P5. 9 E.C. TO PROVIDE AND INSTALL UNISTRUT SUPPORT CHANNEL AS REQUIRED. 16. WIRING OF THE SMOKE DETECTORS TO SHUTDOWN THE RTU'S IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR PROJECT DATE 1 MH 50 MED SEE SHT A5 & PME1 AND THE FIRE ALARM CONTRACTOR. SEE EXACT REQUIREMENTS ON THE MECHANICAL DRAWINGS. 04/02/08 T -; T� EXTERIOR ROOF MOUNTED RAB FFH 50 - FOR LOCATION. 60 2WALL OV X �_--- MOUNTED CEILING MOUNTED VOLUME (X - INDICATES CONDUIT MUZAK SPEAKER MUZAK SPEAKER ONTROLLER NUMBER) U WRAPAROUND LITHONIA SB-232-120-RE 2-F32W T8 SEE CONST. NOTE 61 Q V EMERGENCY DOUBLE HEAD WEATHERPROOF REMOTE SURELITE 12T12DWGY (WITH BATTERY) 1-6W MOUNTED 6" OVER DOOR TO BOTTOM OF LIGHT 6 X xj[� METAL HALIDE WALLPACK LITHONIA-TWH400 MTB 1-MH 400E MOUNTED ®1T-6" ABOVE FINISH FLOOR 458 10 MOUNT EMERGENCY FIXTURES BELOW BOTTOM OF TRUSS. 11 3-WAY LIGHT SWITCH AND VOLUME CONTROLLER ARE FOR INDEPENDENT CONTROL OF 17. SEE SHEET E7 FOR ALL CONNECTIONS TO ROOFTOP EQUIPMENT. MECHANICAL EQUIPMENT IS SHOWN IN EXACT LOCATION. PRAWN By EQUIPMENT IN BANQUET ROOM AREA. E.C. SHALL RUN 1/2" CONDUIT TO VOLUME IN BANQUET ROOM. 12 VIA HOOD CONTROL PANEL - SEE WIRING DIAGRAM ON "V" SHEET AND SHEET WIRING, SEE MECH, SHEETS. CONTROLLER E6 FOR HOOD 18 JUNCTION BOXES: 4" X 2 1/8" OCTAGONAL OR 4" X 1 1/2" SQUARE MIN. USE 4" X 2 1/8" SQUARE WHERE 3 OR 4 LIGHTING FIXTURE WHIPS ARE SPLICED INTO ONE BOX, REC/SWITCH GANG BOXES SHALL BE 3 1/2" DEEP. CUITL 22). ( 19 E.C. SHALL COORDINATE ALL REQUIREMENTS OF SOUND SYSTEM WITH 0/F AND PROVIDE DEDICATED CIRCUIT RK CHECKED BY AEC FAN BY HOOD CONTRACTOR 20. CIRCUITS SHOWN ARE DIAGRAMMATIC. E.C. SHALL DETERMINE THE MOST EFFICIENT ROUTING OF CONDUIT IN FIELD. 1-10OA19/SS TRACK MOUNTED ® 7'-4" 71------- S CONDUIT BELOW SLAB 13 DISCONNECT SWITCH FURNISHED Win "L" 'S Sheet No. y YO PENDANT HILITE H440D-96 SHATTER PROOF ABOVE FINISH FLOOR, RIB 100 '45.S--S SPEAKER WIRE IN CONDUIT C L A 14 E.C. SHALL PROVIDE/INSTALL LIGHT FIXTURE AND SWITCH IN ATTIC. 21, ALL LIGHTING CIRCUITS ARE CONNECTED TO PANEL CIRCUIT AS SHOWN UNLESS NOTED OTHERWISE ON PLAN. LAMPS GLASS E.C. ELECTRICAL CONTRACTOR 22. WALL SWITCHES WILL CONTROL CIRCUIT NO. AS SHOWN UNLESS NOTED OTHERWISE, SEE THIS SHEET, "SWITCH BANK OWNER/FRANCHISE NOT TO SCALE ELEVATIONS". E 1 SW SIN WITCH13. SWITCH + NOTE: SWITCHES SHALL BE 3-WAY SWITCHES. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR APPROVED FLOOR PLAN AND DIMENSIONS. DO SWITCHES J1/J2 & K1/K2 FOR INBOARD/OUTBOARD SWITCHING NOT SCALE ELECTRICAL DRAWINGS. 4 1 HR RA D WALL OF FIXTURES INDICATED BY SW-J & SW-K jh xl m A J C:\DOCUME-l\rkelly\LOCALS-1\Temp\AcPublish-3064\E1AA R4.dwg Jan 9, 2009-5:18pm l 73'-11" Project No.05125.00 ti 70'-2" 88t5" EXTERIOR C ENCLOSURE AND METER, SEE SHEET E4 ' 66'_7. 16 64'-8" SERVICE CONDUCTORS BELOW SLAB, SEE SHEET E4 n i C-8 LIGHTING 6 26 3 5 i 2 "GFl CONTACTOR 6 28 A - q-22 --- -- - - - ----- - ---- --------------- - - - - d g .. - J - D-9 4 C P 42 m PNL PNL PNL PNL PNL PNL IG F P C J F D- 2 A 29 K D 1i1 -32 F A B C D L P T A q- 0-- 1-32 � � 19 A T A- 32 SAFER ER 12'-4" � TELEPHONE L_3 L-26 26 30 #96 28 TERMINAL BD. __ - - - 19 28 19 7�- 211 P-26 22 J A 24 - _ _ Q D-42 19 4 P C 19 L-19 \ 6 19 0 47 1-1/2" EMPTY 1g HOOD CONTROL J-BOX FOR A-32,34 un CONDUIT W/ 30 19 12 PANELS. SEE RECIRC PU P J D-40 O D-33 L-19 PULL WIRE P_26 DET. 2 E6 31 AT CEILING. D-33 - 38 20 D A-26 J FG G 8 3 D P '35 `�/ A-28 iD - 2 , D 24 rI TO PRIME 'OOGN FORJ - 8 34 G r f r ,i i O OPROGRIAMABLE O TO SIGN 095"M^O---lOLED SIGN CONTROLLER,CONTROL COORDINATE 24 o .. # T t_� MWIRING LOCATION W/ a " --------- - iL �F;' • D N OWNER .. 19 n N i 28 B-18 r (TYPI OF 3) N CLG 4 n 31 __ C'-1 C 30 B 27 C r-9, 7 -r- �9 wI 1cmI �° U T � A I A - 12 B 18 F - - _--- o C 16 30 34 °- 7 -2C-36 1 - P-2 29 M 4 '- JACK N �` O 8-18 19 FOR JACK �T ' v 4 = ° 4 OUTLET CONNECT VEGETABLE �pw 9'-4" IR 1 - CU R #47 AND � - `--'' -- -- o MEA SLICER #65a 8 O TO SEE DETAILPANEL. 4. 0-15 8-19 �\ IG 12 C-231 V 50'-5" - C-2 HOT B-22 COLD AR ' LANE "B" ` --- - --- P , 35' 2' V ANEL " COLD BAR a®O®[7® o -27 E 8 8 PANEL ' A" 8 HOT BAR 4 i B o PANEL "A ,;, 25 I GF 28 46 T 8 -- -- ❑ I ❑ T o ® a --- -- ------- ---- 00 ® 00 00 C 42 " 00 ❑ a a \ \ DODO 00 G WER�g�NR€fi366 � __- --------------- " °,i 4 o-wa y"- -T,06w A A-25 C 19 28 23 49'-5" oo �acnoZwofz 30, 11„ SEE ET. 2/E4 (TYP.) 69'_6, Z<R r1wq 1I€p.Fag- • H Fag - TO TELEPHONE 28 p BOARD AND E 30 �y �m� �o= c'i rco ` SECURITY SYSTEM 18 77'-5" Y O <�=aNWggzwz1'owf3 47'-5" .% "C �.. 26 &2'-8" U Sp �O o(n _ - - -_ r_` 30 SAFETY DISC. SWITCH a nns3io zuoiemo ❑ 29 208V/1 P-30A FUSIBLE, FUSE 30 > oi�liE w 52'-2" 2"C 42 PER NAMEPLATE, NEMA 1 zmy�= -ter•, O -14 �'8 V 1Q_ 0 NOTE: ELECTRICAL CONTRACTOR SHALL 28 REFER TO SHEETS f-1 THROUGH o o o00 000 28 c 1s w w<<� <�w� ® �1 �w an nao,a,-w _ 0 28 A �----"--.--- ❑S 30 �a'du�v�iu coio?ooz� F-7 FOR INFORMATION PERTAINING 3f4NG L_6 / f WP c-2s B TO REQUIREMENTS FOR FOOD ❑ 10'-a" ��� q 28 A P GFI $\ O SERVICE EQUIPMENT. 11`-4" L-19 1111 LA IG a L- 2 2 Z �- 10 SCHED. 40 PVC CONDUIT FILEBELOW SLAB (TYPICAL)THESE PLANS AND ALL PROPOSED WOR Q a B-10 14 AND SUBJECT'TO ANY CORRECTIONS a 7 - "c To REQUIRED BY FIELD INSPECTORS THAT ® ® w '2 OFFICE MAY BE NECESSARY IN ORDER TO U- � 18 COMPLY WITH ALL APPLICABLE CODES _ „C 18 30 LU a- -2 cn 26 o m U Z 5 0" A-41 27 26 -10" 13'-0" I L� '- J U = �` 29 n ' 27 N D 41 "' 29� U� 40 W W Z 8-12 B-12 B-12 a iv B-8 . i, 10 ,'P 0 33 39 L-19 L-19 Q ®� th 14---------------- --- - - -- -- - - d C - - -------------------- - - - J " O N IG 17 CONSTRUCTION NOTES., W 0 F GENERAL NOTES ° Q �❑ 7 I /�j p B-14 1(J RECEPTACLE FOR TRASH COMPACTOR AIR FRESHENER. 25 ELECTRICAL CONTRACTOR SHALL PROVIDE (2) 3/10 SO CORDS, PLUGS, AND RECEPTACLES 1. SEE SHEET E1 FOR ALL GENERAL NOTES. POWER PLAN 19 T (DSEE SHEET E-1 FOR POWER TO LIGHTS AND DOOR HEATER IN COOLER/FREEZER UNITS . FROM ICE CREAM MACHINE #118 TO BAKERY BAR PANEL. 2. ALL 15A AND 20A, 120V RECEPTACLES IN THE KITCHEN SHALL BE GFI 26 CONNECT DATA OUTLET ON BACK WALL ® TIME CLOCK TO DATA OUTLET IN OFFICE VIA J-BOX PROTECTED PER NEC 210.8.B.3. SCALE: 3/16"=1'-0" O 6 7" P-42 (�3 E.C. SHALL LOCATE GOOSENECK HEAT LAMP PER'MANUFACTURER'S SHOP DRAWINGS AND ABOVE CEILING IN KITCHEN AND 2" CONDUITS UNDER SLAB. SEE DETAIL 4/E3. 3. SEE DRAWING E5 FOR RECEPTACLE AND DEVICE ROUGH -IN ELEVATIONS. 4 0'_2" INSTALL RECEPTACLE. 27 CONNECT DATA OUTLET AT TICKET PRINTER IN KITCHEN TO DATA OUTLET AT SERVINGgo; �" SEE THIS SHEET FOR SLAB PENETRATION ROUGH -INS. 10'-10" C-18 C-14 P-31 ® E.C.SHALL RUN CIRCUIT FROM DISCONNECT SWITCH TO REMOTE CONDENSER #41g AND MAKE O COUNTER BY 2"C UNDER SLAB. SEE RISER DETAIL 4/E3. U 4. E.C. SHALL PROVIDE 150A PANEL FOR TEMPORARY POWER DURING 1-10 FINAL CONNECTION WITH LIQUIDTIGHT FLEXIBLE METAL CONDUIT. IREFER TO E7 FOR LOCATION CONSTRUCTION WITH GFl PROTECTION AS REQUIRED. COORDINATE - -1 _20 FACP T AND CONNECTIONS 28 ALARM HSYSTEM SALL HALL BE PROVIDED BY SECURITY DE STUB -UPS AND BOXES AS ESYSTEMS CONTRACTOR. EXACT QUIRED FOR FIRE ALARM EMODEL M. RE LOCATION WITH OWNER. �. P 0 SEE TELEPHONE RISER DETAIL 2/E3. NUMBER, AND INSTALLATION REQUIREMENTS ARE TO BE COORDINATED WITH SECURITY SYSTEMS 5. E.C. SHALL PROVIDE TEMPORARY LIGHTING DURING CONSTRUCTION WITH © ELECTRICAL CONTRACTOR TO INSTALL 1/2 H 120V SNAP ACTION SWITCH TO ACTIVATE AIR CONTRACTOR. SYSTEM LAYOUT SHALL MEET ALL STATE AND LOCAL CODES AND ADA as A MINIMUM OF 20 FOOTCANDLES AVERAGE THROUGHOUT BUILDING. CONTROL CURTAIN FAN (MOUNT IN DOOR FRAME) 'J' BOX AND MOTOR SWITCH FURNISHED WITH AIR REQUIREMENTS. SEE DETAIL 6/E3. REFER TO CORPORATE VENDOR LIST ON SHEET SIPS FOR K 6. ALL CONDUITS ENTERING FREEZERS OR COOLERS SHALL BE INSTALLED „� PANEL 28 CURTAIN. SEE DETAIL 1/E3. FIRE ALARM/SECURITY CONTRACTOR CONTACT INFORMATION. WITH SEALS AND EXPANSION FITTINGS IN ACCORDANCE WITH NEC 300.7. RECEPTACLE SCHEDULE 19 C O STUBSHALL UPS AND LOW PLACE A VOLTAGE BRANCH CONDUITS.X IN CEILING FOR TERMINATION OF 2"C 29 CONNECT MSEEKR SYSTEM MICROPHONE LINES TO MICROPHONES IN SERVING COUNTER AND IN AIL 5/E3. 19 ® ELECTRICAL CONTRACTOR SHALL STUB UP D CONNECT TO ELECTRICAL PANEL ON FOOD 30 OUTLET BOX AT 48" TO TOP OF BOX BY E.C. FOR THERMOSTATS, SENSORS AND OVER RIDE LEGEND MARK EQUIPMENT NE PLUG CORD TYPE NE A. TYPE RECEPTACLE u BAR -PANEL WILL BE PROVIDED WITH EQUIPMENT PACKAGE -SEE DETAIL, 2/E4. BUTTONS. LOW VOLTAGE CONTROL WIRING BY M.C., MOUNT ON S/S COVER PLATE SEE _ g MAX. 4' 8/4 S.O. CORD. 26 28 A MECHANICAL DRAWINGS P 9 ELECTRICAL CONTRACTOR SHALL WIRE 2-#1 , 1/2 C. SHUNT CONTROL FROM HOOD CONTROL A (E.C. SHALL CUT TO LENGTH) 30R(3) O PANEL EACH SHUNT TRIPPED CIRCUIT TO DEENERGIZE CIRCUIT UPON ACTIVATION OF MANUAL 31 E.C. SHALL PROVIDE/INSTALL WIRING BETWEEN ANSUL PANEL AND CONTROL PANEL, SEE V4. HOME RUNS TO PANEL _ 6- PULL STATION, OR DETECTION BY SENSORS WITHIN THE ' HOOD. SEE V SHEETS AND SHEET E6. E.C. SHALL INSTALL AND MAKE CONNECTION BETWEEN LIMIT SWITCH (PROVIDED BY F.E.C.) AND SYMBOL DESCRIPTION ® COFFEE BREWER, #4 14-30P(3) 14 _ MAX. 6' 10/3 S.O. CORD. �{I 32 DISHWASHER. ®B HOT WATER DISPENSER, #15 6 30P (1) (E.C. SHALL CUT TO LENGTH) i0R(1) O Revisions ® TELEPHONE OUTLET FIRE ALARMLEGEND 28 10 CONTRACTORNWH N CASE WORK RECEPTACLE ND COMPUTER OUTLETS TO BE CONNECTED FLEXIBLE CONDUIT BY ELECTRICAL 33 VOLUME CONTROLS #1 THROUGH #5 LOCATED IN OFFICE. SEE DETAIL 5/E3. MAX. 6' 12/3 S.O. CORD . I GFI DUPLEX WALL RECEPTACLE - 120/1P, 20 AMP RATED ® C OVEN/PROOFER, #79a 5-20P(1) (E.C. SHALL CUT TO LENGTH) 5-20R(1) 11 EMPTY 1" C SPARE CONDUIT FROM PANEL D. 34 JUNCTION BOX FOR HEAT TAPE CONNECTION, SEE MECHANICAL AND PLUMBING SHEETS. THRU ADDENDUM "A" GFI =GROUND FAULT INTERRUPTER. SYMBOL DESCRIPTION 35 E.C. SHALL PROVIDE AND INSTALL CORD AND PLUG AS REQUIRED PER EQUIPMENT NAME PLATE SIMPLEX RECEPTACLE - 120 1P, 20 AMP RATED ®D COOKING/HOLDING CAB., #14a 6-50P (2) MAX. 6' 8/3 S.O. CORD. 6-50R(2) ALL CIRCUITS UNDER HOOD SHALL BE CONTROLLED BY PRE WIRE SECTION OF HOOD -REFER TO SHEET DETAIL 2/E6 FOR REQUIRED 1�20�06 E} / (E.C. SHALL CUT TO LENGTH) I -I, T2 DATA. SEE FAN SHEET. �IG° f� VISUAL FIRE ALARM VCR J-.BOX AND RECEPTACLE MOUNT 6" ABOVE SHELF. E.C. SHALL RUN 1"C. WITH PULL WIRE ISOLATED GROUND RECEPTACLE, SIMPLEX, ORANGE FACE. MAX. 6' 12/4 S.O... CORD. 36 0UPa11EID0NNBIISIt�S7/7B/W ®F MIXER, #83 15-20P (1) (E.C. SHALL CUT TO LENGTH) 15 20R (1) © FIRE ALARM PULL SYSTEM 13 NOT USED. �} FROM J-BOX TO TV OUTLET. E.C. SHALL INSTALL AND CONNECT (F.E.C. PROVIDED) COAX 0 DUPLEX CEILING RECEPTACLE - 120/1P, 20 AMP RATED. AB FIRE ALARM HORN/STROBE UNIT CABLE FROM TV TO VCR AND MAKE FINAL CONNECTIONS QCITY COMMENTS 1/5/09 DUPLEX SURFACE MOUNTED FLOOR RECEPTACLE - 120/1P, 20 ® H MICROWAVE OVEN, #16 BY MFG. BY MFG. 6- OR (1) 14 RECEPTACLE SHOWN SHALL BE INSTALLED IN CABINET OF SERVING COUNTER #1. N ITEMS SHALL BE STORED IN FRONT OF 37 PIZZA MAKE-UP TABLE #67a. RECEPTACLE PROVIDED BY E.C. ® AMP RATED 4 AB CI_G CEILING MOUNTED FIRE ALARM HORN/STROBE UNIT RECEPTACLES. G.C. SHALL DRILL HOLES IN BOTTOM AND TOP OF COUNTER (REMOVEALL BURRS AND PAINT PENETRATION) FOR 38 OUTLET BOX AT 48" TO TOP OF BOX BY E.C. FOR CONDENSER THERMOSTAT. LOW VOLTAGE MAX. 6 8/3 S.O. CORD. DUCT SMOKE DETECTOR (PROVIDEDANSTALLED BY RTU CONDUIT STUB -UP AND CORD EXTENSIONS FROM APPLIANCE TO RECEPTACLE. O CONTROL WIRING BY MANUFACTURER. E.0 SHALL RUN WIRE AND MAKE FINAL CONNECTIONS EQUIPMENT RATED - 1 PHASE OR 3 PHASE RECEPTACLE TO MATCH ®J ELECTRIC STEAMER, #20 15-50P (2) (E.C. SHALL CUT TO LENGTH) 15 50R (2) SD ® EQUIPMENT SERVED. O MANUFACTURER, WIRED BY FIRE ALARM CONTRACTOR) COORDINATE WIRING WITH MANUFACTURERS SHOP DRAWINGS------- Q JUNCTION BOX 15 SAFETY DISCONNECT SWITCH FOR COMPACTOR, NEMA 3R, 208V\3P-60A, FUSED T 45A. VERIFY ELECTRICAL REQUIREMENTS WITH Lmm DISCONNECT SWITCH ®K ICE MACHINE, #41 L15-20P (1) (E.C. SHALL CUT TO LENGTH) L1 -20R (1) ❑F ANSUL PULL SYSTEM EQUIPMENT NAMEPLATE DATA. MOUNT AT 6'-0" A.F.G. TO TOP OF DISCONNECT. 39 PULL WIRE JUNCTION BOX SECURITY PANEL.SECURITY VERIFY CONNECTION WISHALL INSTALL J-BOX AND 1/2"C WITH T TOUCH PAD CONTROL & FACP ANNUNCIATOR 16 2" C. STUB UP TO TELEPHONE PANEL - ROUTE 2" C. BELOW GRADE TO STREET FOR SERVICE ENTRANCE. SEE SHEET E3 FOR 1-2" CONDUIT FROM CABINET TO OFFICE. CONDUIT SHALL CONTAIN DATA, TELEPHONE. MUZAK. SINGLE POLE WALL SWITCH (48" A.F.F.) ® M PIZZA OVEN, 66 L21-50P 1 MAX. 6' 4/5 S.O. CORD. L2 -50R 1 ❑FACP O CONDUIT STUB -UPS (4). COORDINATE FINAL CONNECTION POINT WITH LOCAL TELEPHONE COMPANY. 40 SECURITY, AND CREDIT CARD VERIFICATION LINES. # O (E.C. SHALL CUT TO LENGTH) ( ) MANUAL STARTERS WITH PILOT LIGHT. SQUARE "D" FG1P OR MAX. 6' 6/4 S.O. CORD. S SMOKE DETECTOR t7 IF THE CBT COMPUTER IS NOT LOCATED IN THE MANAGER'S OFFICE A 1/2" CONDUIT SHALL BE RUN FROM THE MANAGER'S OFFICE 41 1-2" CONDUIT FROM CABINET TO CABINET. CONDUIT SHALL CONTAIN DATA, TELEPHONE, $M EQUAL. BY E.C. ® N ELECTRIC STEAMER, #20a (OPT.) 15-50P (1) (E.C. SHALL CUT TO LENGTH) 15 50R (1) TO THE LOCATION OF THE CBT COMPUTER. VERIFY WITH STORE OPERATIONS FOR LOCATION. A 120V/1-20A RECEPT. IS REQUIRED MUZAK, SECURITY, AND CREDIT CARD VERIFICATION LINES PROJECT DATE 0 BUZZER (DOORBELL) MAX. 6' 6/4 S.O. CORD. ` AL �EIVI LEGEND AT THE CBT LOCATION. 42 1-2" CONDUIT FROM CABINET TO KITCHEN. CONDUIT SHALL CONTAIN DATA, MUZAK AND 4 COMPUTER OUTLET ®P 36" CUSTOM GRIDDLE, 121d 15-50P (1) (E.C. SHALL CUT TO LENGTH) 15 50R (1) OPT'YI �.A 1 \ 18 E.C. SHALL RUN MUZAK SYSTEM LINES IN 2"C FROM MUSAK SYSTEM IN OFFICE TO CABINET AND FROM CABINET TO KITCHEN. MICROPHONE LINES. 04/02/08 BY 4 CREDIT CARD VERIFICATION OUTLET MAX. 6' 12/4 S.O. CORD . SYMBOL DESCRIPTION COORDINATE ALL SOUND SYSTEM DEIVCE LOCATION WITH SOUND SYSTEM CONTRACTOR SEE RISER DETAIL 5/E3. 43 OPTIONAL RECEPTACLE AND CIRCUIT. VERIFY WITH OWNER'S REPRESENTATIVE. SEE SHEET F2. DRAWN BY M MICROPHONE ® Q TEA BREWER, #2 L14-20P (1) (E.C. SHALL CUT TO LENGTH) L1 -20R (1) 19 EQUIPMENT SHOWN IS FOR OPTIONAL SECURITY SYSTEM. EXACT MODEL NUMBER, LOCATION, AND OTHER INSTALLATION 44 ALL CONDUITS PENETRATING COMPACTOR RM. SHALL BE SEALED WITH APPROVED 1-HR. RK ❑ MAX. 6' 4/4 S.O. CORD. ® HOLD-UP BUTTON REQUIREMENTS SHALL BE PROVIDED BY SECURITY CONTRACTOR. CONDUIT IS PRE -INSTALLED IN FREEZER/COOLER BOXES. REFER T0� FIRESTOP MATERIAL (3M) PER UL FIRESTOP SYSTEM NO. WL1001, WL1016, OR WL2002. SEE TC TIME CLOCK * R OVEN/PROOFER #79 L21-60P (1) L2 -60R (1) C DOOR CONTACT CORPORATE VENDOR LIST ON SP5. 3 DETAIL B/E3. (E.C. SHALL CUT TO LENGTH) ❑ 45 E.C. SHALL PROVDE CONTROL WIRING IN FIELD BETWEEN HOOD CONTROL PANELS, SEE CHECKED BY TV TELEVISION OUTLET WITH SINGLE HOLE COVERPLATE. MAX. 4' 10/3 S.O. CORD T TOUCH PAD CONTROL 20 SAFETY DISC. SWITCH, 208V/3P-100A, NON -FUSED, NEMA 3R. MECHANICAL SMtETS AND SHEET V4 FOR REQUIREMENTS. AEC ❑ ®S ICE CREAM MACHINE, #118 6-30P(2) (E.C. SHALL CUT TO LENGTH) 6- OR(2) ❑ CONDUIT 21 EXTEND FROM J-BOX IN WALL TO EQUIPMENT WITH LIQUIDTIGHT FLEXIBLE METAL CONDUIT. 46 120/24V TRANfFORMERS SHALL BE PROVIDED BY THE P.C. E.C. SHALL SECURE MAX. 6' 10/3 S.O. CORD. ® WATERPROOF HOLD-UP BUTTON TRANSFORMER b WALL ABOVE CEILING FOR 24V CONTROL WIRING TO URINAL, TOILET, Sheet No. -I?C. H T 0 ' CONDUIT BELOW SLAB T WARMING CABINET, #10ew (OPT.) L5-30P (1) N ) L5 3OR (1) 22 INSTALL LIGHTING CONTROL CONTACTORS AND TIMECLOCKS AT THIS LOCATION, SEE DETAIL 3/E6. OR FAUCET SE 50RS. E.C. SHALL PROVIDE 2-GANG ELECTRICAL BOX MOUNTED BESIDE �r" S""d SPEAKER WIRE IN CONDUIT f4 PIR WALL MOUNTED SENSOR URINAL OR TOAST. SEE PLAN ABOVE FOR SENSOR LOCATIONS AND SEE DETAIL 7/E3. r ®U ROTISSERIE, #10 15-30P (1) MAX. 6' SHALL S.O. CORD. 15:3OR (1) 23 E.C. SHALL SUPPLY AND INSTALL RECEPTACLE, PLUG AND CORD FOR GRIDDLE #12 d. E.C. TO MAKE ALL CONNECTIONS. REFER TO 3 COORDINATE It1 TALLATION WITH PC. F E.C. ELECTRICAL CONTRACTOR 4 (E.C. SHALL CUT TO LENGTH) O PIR CEILING MOUNTED SENSOR RECEPTACLE SCHEDULE FOR RECEPTACILE' PLUG AND CORD INFORMATION. CONNECT'HEAT9k PACKAGE. 3KW, 14.5A, 208V, 1PH. VERIFY MOUNTING HEIGHT WITH L / * V BREADSTAND CABINET, #84b L14-30P (1) (E.C. SHALL CUT TO LENGTH) L14 30R (1) C� INDOOR SOUNDER (SURFACE MOUNT) �is5' ABOVE SLAB) O UIREMENTS AND INSTALLATION WITH OWNER. 47 MANUFACTURER; O/F OWNER FRANCHISE MAX 6' 8/4 S.O. CORD. SW SWITCH - 24 JUNCTION BOX LOCATED ABOVE CEWN® FOR HEATER. E.C. SHALL COORDINATE RE Z:\2005\05125\E2AA R4.dwg Jan 9, 2009-5:18pm Project No.05125.00 _ _ _ _ _ 120V AC 60HZ BRANCH CIRCUIT 1 2 RIGID CONDUIT DOWN IN _ GND FLEXIBLE CONDUIT TO INDICATED ON / TELEPHONE i I 2" C. TO KITCHEN i !' r''.^� nn AIR CURTAIN FAN--------. p WALL AND THRU DOOR JAMB TO R ACCEPT THREADED SWITCH BODY BOARD AND I I I }y - INSTALL CONDUIT PRIOR TO ii SECURITY SYSTEM UNCTION BOX FOR MUZAK m m CLOSED 18 , SINK, URINAL, �- 4` SQUARE JUNCTION INSTALLATION OF HOLLOW METAL ie POSITION ® " / 26 SYSTEM, SEE DETAIL 5/E3 1� ' OR WATER -_ CEILING _ BOX A.F.C. FRAME. OF DOOR g C, 5 7 I 26 CLOSET SENSOR �" P "4r�.�i $. 9 29 "aS''ms � .. �'Y'-,,..;n�,'- t �,: � ` � � ' 7� 27 OVERRIDE / i 29 BLK BUTTON • I. "\ I 42 N SWITCH ENCLOSED SNAP ACTION SWITCH- le r �� " / L-22 J I 40 m RED AC COIL OMRON ZE-N-23 - AVAILABLEC. TO COIL FLUSHOMETERON AS STOCK #2W938 (GRAINGER H , " i J J I OFFICE WIRE UNIT #1 HINGE — WHOLESALE) II I (TYPICAL) HOLLOW METAL ii \ DOOR FRAME 18 26 27 29 41 /2 C 7 m SOLENOID D-17 T, -- -- - —� IG I GROUND WIRE / DOORWAY WALL 14 10 I I — — — — — — — — — - (TYPICAL) SINK, URINAL, WALL (TYPICAL) m CCLOSETS SENSOR 19 19 BLK OVERRIDE BUTTON FLOOR RED 24V AC COIL ON UNIT #2 AND PLAN VIEW - - - - - - - - - - WHT COIL R , FLUSHOMETER OTHERS PLAN, SEE SHEET E-2 19l� r m. � M ELEVATION 3 SERVING LINE CABINET SOLENOID GROUND AIR CURTAIN SWITGH E3 WIRE a V 0 3/4" = r—o" � � a Z 0be EP E3 N.T.S. NOTE: 1) SEE CONSTRUCTION NOTES, SHEET E2. 09 s rt 2) CONDUIT RUN BELOW SLAB, SEE SHEET E2ir� 7 FLUSH VALVE WIRING DETAIL 0 o PHONE JACK LOCATIONS LINE OFFICE ORDER #1 ORDER #2 ADT/MECH. RM. PHONE BOARD TRAINING ROOM 1 MAIN VOICE #1 • • • • 2 VOICE #2 (ROLL OVER FROM #1) & FAX • • • 3 BACK UP VOICE & FAX • 4 I CREDIT CARD, MODEM, & DSL • • 1• • E3 SCALE: N.T.S. r ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND ��I 3 ` B PULL ALL CABLES (FURNISHED BY Qj �o OWNER/FRANCHISEE) CONNECTIONS SHALL BE MADE a E43 a o J-BOX ABOVE BY OTHERS. Through -Penetration Flrestop Systems SystNW-L-1001 System o. �a pv CEILING IN C o KITCHEN January 18, 1999 No. 147) a OFFICE (Formerly System ORDER 2 ORDER 1 F Ratings -- 1, 2, 3 and 4 Hr (See Items 2 and 3) c T Ratings -- 0, 1, 2, 3, and 4 Hr (See Item 3)o 0 0 PERSONNEL C. 1"C. SERVING AREAS L Rating At Ambient -- less than 1 CFM/sq ft m a TIME CLOCK L Rating At 400 F -- less than 1 CFM/sq ftLi -- REGISTER #1 REGISTER #2 N KITCHEN J-BOX IN 1"C. J-BOX IN to �61�g ti € aW MICROPHONE CABINET J-BOX IN OFFICE 1"C. CABINET 3 Izd'3aKl 2" EXPOSED CONDUIT FLOOR SURFACE MOUNT TELEPHONE g<��k3EF'am ------- , DUPLEX RECEPTACLE T---- T SWITCH BY OWNER `o ' adarc u o 5 ' TELEPHONE PANEL - FURRED WALL I i FOR DSL IN - - -- - -- SQUARE D TYPE 1824 TF----------@ ---- ------ y SERIES WITH WOOD BACKING COMPUTER 2"C. 2`C. 2"C. FM ADT/MECH. 18"W.x24"H.x4"D. TRAINING ROOM o o bPri � w 2 a-b�bep�jaryg Rr00M ee 1B3oz���5 OFFICE r� 1/2"C. 4 DATA RISER 1. Wall Assembly The 1, 2, 3 or 4 hr fire -rated gypsum <�xu} o$ Z",Zw5 wallboard/stud wall assembly shall be constructed of the p�y,3�Q R d•g -§oo ORDER 1 & 2 1/2"C. N.T.S. materials and in the manner described in the individual U300 or V13755v-WRY 990 `moo UNDER COUNTER -VERIFY LOCATION FAX E3 U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: 1/211C J-BOX IN 36" 36" J-BOX IN FLOJ-BOX IN CABINET OFFICE WALL CABINET 1/2"C. p on OR A. Studs Wall framing may consist of either wood studs (max 2 hour fire rated assemblies) or steel channel 1#6 GROUND, D ROD TO -- PORT CO ENTRY/LOBBY KITCHEN �PTOILES P spacgdN16 a �osOs/bracesnoSee by 4 studs it Plumber end n. lumber Q SERVICE GROUND ROD --------------- - - - -- -- min 3-5 8 2"C. - - - - - - - - �2"C. 2"C. SEE SHT. P / q SP SP E1 FOR m. wide b 1 -38 m. deepchannels spaced max 24 J CONT. in. OC. 3/4" CONDUIT UP 3/4" C. J-BOX ABOVE CEILING B. Gypsum Board Nom 1/2 or 5/8 in. thick, 4 ft. wide 2"C. STUB OUT TO TELEPHONE IN OFFICE WALL IN KITCHEN with square or tapered edges. The gypsum wallboard type, UTILITY (IF UNDERGROUND SERVICE) thickness, number of layers, fastener type and sheet E.C. SHALL COORDINATE EXACT SERVICE 3/4" C. orientation shall be as specified in the individual U300 or n J J REQUIREMENTS WITH LOCAL UTILITY. CONTROL PANEL AT / U400 Series Design in the UL Fire Resistance Directory. U {� 3 4" C. SERVING LINE COUNTER Max diam of opening is 13-1/2 in. 2 TELEPHONE RISER M / (SEE SHEEP E2) 0 SERVING J-BOX IN M KITCHEN (SEE SHT. E2) 'ILE 2. Pipe or Conduit Nom 12 in. diam (or smaller) Schedule 10 (or LLLJ COUNTER OFFICE heavier) steel pipe, nom 12 in. diam (or smaller) service weight 0 J N.T.S. 2" CONDUIT W E3 (or heavier) cast iron soil pipe, nom 12 in. diam (or smaller) J-BOX IN UP IN KITCHEN CABINET J-BOX IN WALL Class 50 (or heavier) ductile iron pressure pipe, nom 6 in. C CABINET L-22 FLOOR diam (or smaller) steel conduit, nom 4 in. diam (or smaller) = y C steel electrical metallic tubing, nom 6 in. diam (or smaller) O 3 _ Type L or (or heavier) copper tubing or nom 1 in. diam (or U ------- - - ---- --- _ 2" C. IN SLAB THESE PLANS AND ALL PROPOSED WO K smaller) flexible steel conduit. When copper pipe is used, max F �1 _J Rating of firestop system (Item 3) is 2 h. Steel pipes or AND SUBJECT TO ANY CORRECTION conduits larger than nom 4 in. diam may only be used in walls FIXTURE AS SHOWN REQUIR D BY FIELD INpDrr^TnPq TYA constructed using steel channel studs. A max of one pipe or TYPE A, 4 AMP ON PLAN SHEET E1: ISER conduit is permitted in the firestop system. Pipe or conduit to LAMP LIGHT FIXTURE WITH MAY E NECESSK be installed near center of stud cavity width and to be rigidly (TYP•) 2-2 LAMP BALLAST E3 N.T.S. COMPLYWITH ALL API �+» r`J"'" ''° supported on both sides of wall assembly. goal V SERVICE ENTRANCE PANEL FIXTURE TYPE NOTE: (120/208V 3P, 4W) 17 VOLUME CONTROLS LOCATED IN CONTROL PANEL ® SERVING LINE COUNTER. 3. Fill, Void or Cavity Material' -- Caulk Caulk fill material installed to completely fill annular space between pipe or44 2 LAMP BALLAST INNER & OUTER conduit and gypsum wallboard and with a min 1/4 in. diam (TY') LAMPS CKT. # bead of caulk applied to perimeter of pipe or conduit at its - WHITE NEUTRAL CONDUCTOR S HOOD egress from the wall. Caulk installed symmetrically on both AANEL sides of wall assembly. The hourly F Rating of the firestop TO CIRCUIT 17 SMOKE DETECTOR IN CLOSET PANEL system is dependent upon the hourly fire rating of the wall TO CIRCUIT 17 assembly in which it is installed, as shown in the following table. The hourly T Rating of the firestop system is dependent CHECK SD SD SD SO SD upon the type or size of the pipe or conduit and the hourly NEUTRAL BAR INBOARUZ UTBOARD VALVE fire rating of the wall assembly in which it is installed, as O O ® 3-WAY SWITCHING DUCT SMOKE DETECTORS WP tabulated below: 0 FLOW ALARM A A A A A A A V V A A A ® UNCTION BOX, SEE NOTE 4. METALLIC 3—WAY L®LEVEL I TAMPE DINING ROOM REST ROOMS KITCHEN OUTSIDE ® GROANED SWITCH 9 0 CONDUCTOR E3 N.T.S. P P P P P P 0 0 ® ® WHIUTE PIV DINING ROOM KITCHEN 0 CONDUCTOR Revisions THRU ADDENDUM "A" 1/20/06 0 FIXTURE AS SHOWN IN 120V 9 3/4" EMT WITH TYPE A, 4 LAMP ON PLAN SHEET E1: (2) #12 AWG. LAMP LIGHT FIXTURE WITH FIRE ALARM CONTRACTOR +When copper pipe is used, T Rating is 0 h. (1) #12 GND. o (TY'•) 2-2 LAMP BALLAST A ® (1) #12 ISO. GND. • s SHALL SUBMIT SHOP ! FIXTURE TYPE FACP T DRAWINGS TO THE MINNESOTA MINING & MFG CO -- CP 25WB+. FACP APPROPRIATE AUTHORITY ® 17 PRIOR TO INSTALLATION. Bearing the UL Classification Marking • ®' 2 AMP BALLAST INNER & OUTER �+ This page and all contents are Copyright • 2001 by PROJECT DATE 0 00 (9 e (TY',) LAMPS CKT. # 6 FIRE ALARM RISER Underwriters Laboratories Inc.•The appearance of a company's name or product in this database does not 3/28/08 E3N.T.S. in itself assure that products so identified have been DRAWN BY EQUIPMENT NORMAL TO TO NOTE: manufactured under UL's Follow -Up Service. Only those GROUND SWITCHED SWITCHED products bearing the UL Mark should be considered to RK GROUNDING BLACK PHASE CIRCUIT 17 CIRCUIT 17 1 RISER SHOWN IS CONCEPTUAL SCHEMATIC ONLY. FIRE ALARM CONTRACTOR SHALL DESIGN, CERTIFY, be Listed and covered under UL's Follow -Up Service. TERMINAL BAR CONDUCTOR CONDUCTOR VIA SWITCH 1. VIA SWITCH 2. PROVIDE/INSTALL FIRE ALARM SYSTEM. SEE SHOP DRAWINGS PROVIDED BY FIRE ALARM CONTRACTOR Always look for the Mark on the product. INBOARDZOUTBOARD FOR EXACT SYSTEM CONFIGURATION AND MODEL NUMBERS. SEE CONSTRUCTION NOTE #26, SHEE E2. CHECKED BY ISOLATED -GROUND SWITCHING 2 HOOD ANSUL PANEL PROVIDED BY HOOD CONTRACTOR. WIRING TO FIRE ALARM PANEL BY FIRE ALARM CONTRACTOR. METALLIC CONDUIT AEC TYPE RECEPTACLE ) p —boo -1 / Sheet No. s OUTLET WIRING WITH ISOLATED GROUND 1 ® DUAL —LEVEL SWITG 3) FIRE ALARM CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR FOR CONNECTIONS 8 P NETRA R AIL TO DUCT SMOKE DETECTORS. NOTE: SOME UNITS MAY COME WITH DETECTORS IN BOTH THE REURN AND SUPPLY DUCTS. REFER TO SHEET M1 FOR DETECTOR LOCATIONS. E3 N.T.S. E3 N.T.S. 4) IF INSTALLED THE FIRE ALARM CONTRACTOR SHALL COORDINATE WITH THE G.C. AND SPRINKLER E3 N.T.S. E 3 CONTRACTOR FOR EXACT LOCATION OF SPRINKLER DEVICES. Z: \2005\05125 - GC Port St. Lucie, FL\E3AA.dwg Apr 2, 2008-11:23am Max Pipe or Conduit Diam In. Annular Space In. F Rating Hr T Rating Hr 1 0 to 3 16 1 or 2 0+, 1 or 2 1 1/4to 1 2 3or4 3or4 4 0 to 1-1/2 1 or 2 0 4to 1 2 3or4 0 F1 3/16 to 3/18 1 or 2 0 IQ e POLE IAMP. F A: 69.9 MCA: 74.0[1� 3 90 RTU #1 L 3#2, #8 C. in (1) 1-1/4" C. EA DISHWASHER #86 3 70 3#4,. #8 G. in (1) 1-1/4" C. FA RTU*5 FLAe 44.1 MCA: 48.0 3 60 3#4, 010 G. in (1) 1-1/4" C. EA MEAT CLR. COND.#70a 3 204#12, #12 G. in (1) 3/4" C. FA ICE' MACHINE #41d 2 203#12, #12 G. in (1) 3/4" C. EA ICE MACHINE #41 3 20 4#12, 012 G. in (1) 3/4" C. EA DISPLAY COND (ROOF)#19A 1 3 20 4#12, #12 C. in (1) 3/4" C. 'EA DRINK STATION #3b 1 20 VOLTAGE 208Y/120V LOCATION SEE PLAN PHASE 3 MOUNTING SURFACE WIRE 4 FEEDERSEE RISER MAINS 400 MCB MIN AIC .SEE RISER RATING 400 (AMPS). WITH I.G. BAR NO ITEMS CON. % RECEPTACLES 0.0. :65% KITCHEN 57.8 PANEL LIGHTS (INT. 1HVAC 2.2 11A11 LIGHTS (FXT. '0 0 MISC. 3l7 AD LOAD BREAKER NOTE UESCRiP31UN 1 A B C (KVA) AMP. POLE .39 16.0 7.66 80 3 1,6 RTU#2 FLA:63.8 MCA: 67.1 .39 - 16.0: 7.66 3#3, #8. G. in (1) 1-1/4" C. EA .39 16.0 7.66 .72 8.3 1.55 20 3. 1 FRZR. CONDENSER #69 .72 &..3 1.55 4#12, #12 C. in (1) 3/4" C. EA .72 8.3 1.55 - .29 9:2 3.96 45 3 2 COMPACTOR .29 9.2' 3.86 3#6, #10 Gain (1) 1" C. EA .29 9,2 3.86 .55 3.2 1.66r20 1 AIR CURTAIN #146 .55 3.2 1.66 Y AIR CURTAIN #146 .55 ? 3.2 1.66 1 AIR CURTAIN #146 .51 2.7 1.20 1. 3 HOOD. LIGHTS .51 2.2 0.72 1 5 ]HOOD CONTROLS .30 2.5 1.18 1 1,4 EF-1 .30 2.8 '' 1.50 2 UN-1 .30 2,5 1.50 2#12, #12 G. in (1) 3/4" C. E.41 3.4 2.01 3 1,4 SF-1A .41 3.4 ''J _. 2,01 3#10, #10 G. in (1) 3/4" C. EA 41 3.4 r 2.01 .62 lr8 1.18 20 1 111 EF-2 45:6 45.1 44.4 TOTAL KVA PER PHASE NOTES: 1) PROVIDE HACK TYPE BREAKER 2) E.C. SHALL` VERIFY. EXACT ELECTRICALSERVICE REQUIREMENTS. FOR ACTUAL. COMPACTOR INSTALLED. UPGRADF/DOWNGRADE CIRCUIT BREAK M. AND CONDUCTORS/CONDUIT AS REQUIRED. .0 3) POWER TO HOOD LIGHTS. MUST BE ISOLATED. UPON DETECTION BY H00 .6 .ANSUL SYSTEM OR UPON MANUALACTIVATION. E.C. SHALL. VERIFY .4 :PROPER EMERGENCY OPERATION WITH HOOD CONTRACTOR. SEE SHEET .5. 4) SEE SHEET E3 AND MECH. PLANS FOR WIRING CONTROL REQUIREMENT .0 '5) PROVIDE LOCK -ON BREAKER .I. 6) CIRCUIT SIZES SHOWN ARE FOR LENNOX EQUIPMENT.. B.C. SHALL 5.1 COORDINATE FOR CIRCUIT BREAKER AND CONDUCTOR SIZE CHANCES BO IF TRRE EQUIPMENT IS SELECTED. CKT. # DESCRIPTION NOTE BREAKER LOAD KVA A B C LOAD :(KVA) BREAKER NOTE DESCRIPTION CKT. # POLE AMP.' AM P L POLE 1 SHUNT TRIP SPACE 1 10.3. 10.32 12�3 9.24 150 3 6 BAKERY BAR PANEL 4#1/0, #6 C. in (1) 2" C. EA 2 3 PIZZA OVEN #66 #, G. in C. EA 5 Z 40 302 4 5 3.02 50 1.5 13. 20 1 SPARE R 8 9 RECEPTACLE UTILITY ROOM 1 20 0.18 1.4 it OVEN PRFR PIZZA #79a 1 20. 1.92 15.00 9.5 6.9 4.50 19.5 4.50 3#6, #10 G. in (1) 1" C. EA 13 DISHWASHER BOOSTER HEATER 3#2/0, #6 C ain (1) 2" C. EA 4,6 3 175 14: 15 1S.00 16. 17 15.00 15. Y SHUNT TRIP SPACE 18 1:1 21 ELECTRIC STEAMER 020 3#6, #10 C. in (1) 1" C. EA 2 3 50 4.50 1 i 1 SHUNT TRIP SPACE 22 23 4.50 5.6 1.08 20 1 2 CONV'.OVEN #28 24 25 4.50 4.5 1 SHUNT TRIP SPACE 26 2#10 #10 G. in 1 3/4" C. EA 9 3.4 0.86 20 1 2 GRILL #21 FRYER #24 I , 28 29 2.49 2.5 1 SHUNT TRIP SPACE 30 2 0 �. "" 0.70 15 -1 1 3 EF-S 32 33 2 2.2 3 .SHUNT TRIP SPACE 3. 3.48 40 1 4 WH-2 UE SERVING LINE 36 3 ELECTRIC ROTISSERIE #10 3#10, #10 G. in (1) 3/4" C. EA 3 25 2.40 .4 39 2.40 3.6 1.11 20 1 RECIRC PUMP, WATER HEATER #9S 40 41 2.40 2.9 1 0.54 IKITCHEN RECEPTACLES 1 42 41.3 4 VOLTAGE 208Y/120VA LOCATION SEE PLAN PHASE 3 4 MOUNTING '..SURFACE WIRE FEEDER SEE RISER MAI 400 M HIM AIC SEE RISER RANT 400 MPS) WITH I.G. BAR ITEMS. ICON. % DEN. RECEPTACLES :0.7 code 0.7 KITCHEN 133.3 65% 86.6 PANEL HVAC 0.7 100% 0.7 LIGHTS CINT. 0.0 125% 0.0 ii D !! LIGHTS (EXT. 0.0 125% 0.0 MISC. '2.4 100% 2.4 TOTAL KVA. 90.4 TOTAL AMPS 251 46.7 49.0 OTAL KVA PER PHASE - NOTES. 1) HACK TYPE. BREAKER. 2) SHUNT TRIP CIRCUIT BREAKER, CIRCUIT ISOLATED BY HOOD FIRE PROTECTION ANSUL SYSTEM UPON DETECTION 3) SEE SHEET E3. AND MECH_ PLANS FOR WIRING CONTROL REQUIREMENTS. 4) PROVIDE. LOCK -ON BREAKER 5) IF TYPE 1 HOOD FOR PIZZA OVEN IS NOT INSTALLED E.C. SHALL INSTALL REGULAR CIRCUIT BREAKERS FOR EQUIPMENT UNDER THE HOOD AND LABEL SPACES FOR SHUNT TRIPS AS SPACES/SPARES. 6) THIS BREAKER REQUIRES 6 SPACES. E.C. SHALL PURCHASE AN ELECTRICALS PANEL WITH MOM FOR 54 5PACES WHILE STILL OBSERVING NEC 408.35. 1200AMP, 120/208V, 30, 4W SERVICE ENTRANCE RATED ENCLOSED CIRCUIT BREAKER. IN A NEMA 3R EXTERIOR C/T ENCLOSURE. ENCLOSURE AND METER CONNECT UNBROKEN GROUNDING ELECTRODE TO MAIN COPPER WATER PIPE WITH SUPPLEMENTAL GROUNDING ELECTRODE AS SHOWN OR PROVIDE EQUAL GROUNDING SYSTEM. GROUNDING SYSTEM SHALL COMPLY WITH NEC ARTICLE 250. / il LOAD &tEAKER INOTE ESCRIPTION CKT, I RTU#3 FLA: 89.9 MCA: 94.0 1,5,6 3 110 10.79 25 4 1 &M bw ti;' 14.641 150 3 1,5,6 RTU#4 FLA:.122.0 MCA; x27.0 2 3 3#1, #6 G; in (1) 1-1/2 C. EA 10.79 25.4 ,tt'Iv:'" 14.64 #1/0; #6 G. in (1).1-1/2" C. 4 5 10.79 25.4JAL6 7 COOLER COND.#70 1 3 30 2.85 3.3 r 0.48 20. :1 ICE DISPENSER #3H 8 9 4#10, #10 G. in (1) 3/4" C. FA 2.85 3.5 r 0.66 - 20 1 DRINK:BUBBLER #3c 10 11 5 3.6 12 I1SPACE 1 1.4 - 1.35 -20 2 TEA BREWER #2(ndb cont, Toad) 14 1 SPACE 1. 1.4 1.35 3#12, 012 G. in 1 3/4" C. EA 16 SPACE 15+. 0.3 & 018A 18 19 2.0 " 1.10 20 1 BEVERAGE COOLER #10c 20 21 SHUNT TRIP SPACE 1 - i D.2 - 22 23 COOK/HOLD'. CAB.#14a (FUTURE) 4 2 40a 3.00 3.2 0.20 20 1 COFFEE WARMER #4A 24 25 2#8, #10 G. in (1) 3/4" C. EA 3.00 4.7 • 1.74 30 2 COFFEE BREWER #4 26 27 MICROWAVES'#16 2 ZO 1.43 3.2 1.74 3#10,.#10 G. in '(1) 3/4" C. EA 28 29 2#12, #12 G. in (1) 3/4" C. 1.43 3.2 1.74 30 2 COFFEE BREWER #4 30 31 COLD BAR PANEL A 6 *125 4.32 6.1 - 1.74 3#10. #10 C. in 1) 3/4" C. EA 32 33 4#1/0, #6 C. in (1) 2" C. EA ,y 3.72 4.4 0.70 15 1 1,3 EF-3 34 35 .3.12 4.8 1.66 20 1 1,3 EF-4 36 37 HOT WATER SYST.#15 2 2 25 2.00 3.? "s, 1.66 20 1 1,3 EF-6 38 39 2#x0, #10':G. in i 3/4" C. EA 2,00 2.9 0.86 20 1 KITCHEN RECEPTACLE 40 41 EF 7 1.3 1 1 15 0.86 1.7 0.86 1S 1 1.3 EF-9 42 46.5 41.0 42.2 OTAL KVA PER PHASE VOLTAGE 20SY/120V LOCATION SEE LAN PHASE 3 - MOUNTING SURFACE NOTES: _ WIRE 4 FEEDER SEE RISER 1) BACK TYPE BREAKER MAINS 400 MCB MIN AIC SEE RISER 2),GFI CIRCUIT BREAKER RATING 400 (AMPS) 3) SEE SHEET E3 .AND MECH. PLANS FOR WIRING CONTROL REQUIREMENTS. WITH I.G. BR NO ITEMS CON. % OEM. 4) SHUNT TRIP CIRCUIT BREAKER, CIRCUIT ISOLATED': BY HOOD FIRE RECEPTACLES 2.2 code 2.Z 'PROTECTION ANSUL SYSTEM UPON DETECTION N KITCHEN 44.0 65% 28.6 5) CIRCUIT SIZES SHOWN ARE FOR LENNOX EQUIPMENT. E.C. SHALL PANEL E LHVAC 'INT. 0 2 100% 2. COORDINATE FOR CIRCUIT BREAKER AND CONDUCTOR SIZE CHANGES LIGHTS LIGHTS :(EXT. 0.0 125% 0.0 6)`THIS BREAKER RE UIRES 6 SPACES. E.C. SHALL PURCHASE AN "BIT B It MISC. 1.4 100% 1.4 ELECTRICAL PANEL WITH ROOM FOR 54 SPACES WHILE STILL RJ TOTAL KVA 114.3 ,OBSERVING NEC 408.35. TOTAL AMPS 317 4 CKT. # DESCRIPTION ROTE BREAKER. .LOAD (KVA) A 8 C LOAD (KVA) BREAKER NOTE DESCRIPTION CKT. # POLE RP. ARP. TpoLE 1 PANEL"P" SEE RISERFOR FEEDER & CONDUIT - 3 225 14.15 16 9 17.1 ;, 2.74 40 2. 1 M S PANEL PRIME SIGN FEEDER SIZE PER TABLE THIS SHE 2 3 13.91 3.19 4 5 14.82 i riz 15.8 0.96 20 1 2.4 I.G. RECEPTACLES 6 DINING T CK 1 -20 0.90 3 1 2.21 25 1 3 6 LOG. SIGN #132a &1.E L.E.O. LGTS 8 9 9 DIMING. TR CK 1 ' 0 2 0.90 3 1 n• .,..L.E.O.LLTS •1 u 2.21 25 1 3 BLDG. SIGN #132 & L.E : 1 0 11 DINING TRACK 1 20 0.90, 3.1 13 SPARE 1 20 0.2 0.18 20 1- TO -GO SCALE #1 14 15 DINING LIGHTING 1 20 1.44 3.2 17 SPARE 1 20 1.8 1.80 20 i TRACK LIGHTS HOT 18 19 DINING RECEPTACLES 1 20 0.90 2.6 1.65 20 1 TRACK LIGHTS COLD 20 21 MENU BOARD TRACK 1 20 0.90 1.5 0.60 20 1 MUZAK SYSTEM 22 23 REST ROOM'.LTS/VEST. 1 20' 0.67 2.0 1.32 1.9 -. 0.80 20 i 1 KITCHEN LIGHTS 24 25 ENTRY LIGHTING 1 .20 1.10 20 1 2 ALARM CONTROL PNLS 26 27 SPARE 1 20 1.7 1.71 20 '1 'KITCHEN LIGHTS 28 29 BUFFET LIGHTING 1 20 1.83 - • .' 3.5 1.71 20 1 KITCHEN LIGHTS 30 31 TELEPHONE", 1 - 20 0.54 1.5 1.00 20 1' 2.4 TIME CLOCK #143; LT CRT PNL 32 33 DINING LIGHTING 1 20 0.72 0 J 20 1 SPARE 34 35 SPARE 1 20 ' r "" 0.0 20 1 SPARE 36 37 SPARE 1 '.20 1 2 , 1.22 20 -1 KITCHEN LIGHTS 38 39 SPARE - 1 20 0.0 -: ,' 1 SPACE 40 41 PENDANTS ': 1 20 1.50 - 1.9 1 0391 20 3 1EXTERTOR BLDG. LTS. 42 VOLTAGE 20SY/12OV LOCATION PHASE 3 MOUNTING WIRE 4 FEEDER RAINS 400 MCB WIN AIC RATING 400 (AMPS) WITH I.G. BAR YES ITEMS RECEPTACLES KITCHEN PANEL LIGHTS (INT !! 1! LIGHTS (EXT LMISC. TOTAL.KVA TOTAL AMPS 27.4127.41 SEE PLAN SURFACE SEE RISER SEE RISER I CON. ..% I OEM. I 4.3 code 4.3 0.0 65% 0.0 22.0 iZ5% 27.6 35.6 125% 44.5 15.9''. 1001 75.9 97.2 270 28.IrrOTAL KVA PER PHASE NOTES: 1) THE PRIME SIGN MAY VARY. E.C. SHALL VERIFY WITH OWNER FOR EXACT CB, CONDUIT, AND WIRE SIZE FOR ACTUAL SITE PRIME SIGN INSTALLED. E.C_ SHALL VERIFY VOLTAGE DROP 3% OR LOWER. 2); HANDLE LOCKED BREAKER SEE Of ON NEON BAND. 3)'. ECONTROLLED 7 FOR TBYNTIMER. E REET LIGHTS SEES DETAILE3/E6R 4) PROVIDE (2) #12, #12 G.,#12 ISO. G., IN 3/4" C. PANEL PANEL PANEL PANEI A, 1B,J/ . C. 'D' E.C. SHALL COORDINATE ARRANGEMENTS WITH LOCAL POWER COMPANY AND WITH SITE PLAN. E.C. SHALL PROVIDE SECONDARY CONDUCTORS AND/OR TWO SETS OF (4) CONDUITS AS REQUIRED. #3/0 & (1) #3 CU GND IN 2-1/2" TO UTILITY CONDUIT EACH TRANSFORMER (TIP. OF 4) GROUND ROD PER NEC ART. 250 12" x 12" NEMA 3R WIREWA (1) #6 GRD., FOUR SETS OF (4) CU IN 1/2" C. 350 KCMIL AND (1) g #3/0 GND IN 3"C. GAS LINE EACH m FIRE WATER PIPE POWER RISER COLD WATER PIPE (1) #3/0 GRD. E4 SCALE: N.T.S. CU, IN 1"C w STRUCTURAL 19 STEEL (IF AVAILABLE) CKT. DESCRIPTION NOTE IRREAKER- LOAD # IPOLE AMR CKVA A B 1 BAKERY. COOLER COND. #706 (ROOF) 1 3 20 1.55 1 3 4" C. EA 1.55 5 1.55 7 TEABREWER/DISP #9 1 20 1.78 2.0 �'. 9 FREEZER #17 5 1 20 0.94 1.5 11 WH-2 -0 C SERVING LINE 1 20 1.50 13 SHUNT TRIP SPACE 1 1.2 15 HOT BAR PANEL A 2,6 3 150 13.20 13.5 17 4#1 0 #6 G. in (1). Z" C. EA 14.16 1, 19 13.56 15.1 21 SHUNT TRIP SPACE 1 2.5 23 HOT BAR PANEL B 276-. 3 125 6184 25 4#1/0, #6 G. in (1) 2" C. EA 5.04 S.9 27. 7.44. 8.4 29 OVEN/PROOFER/#79 3 60. 5.04 31 4#4, #10 G. in (1). 1-1/4" C. 5.04 6.8 33 5.04 5.4. 35 SHUNT TRIP SPACE 4 1 37 .ELECTRIC STEAMER #20A (OPTIONAL 2 3 40 3.00 3.0 39 3#8, #10 C. in (1) 3/4" C. EA 3.00 3.2 41 41.8 41.3 VOLTAGE 208Y/120V LOCATION SEE PLAN PHASE 3 MOUNTING SURFACE NOTES WIRE 4 FEEDER SEE RISER 1) MAINS 400 NCR MIN AIC 'SEE RISER 2) RATING 400 (AMPS) WITH I.G. BAR NO ITEMS CON. % DEN. 3) RECEPTACLES 3.5 code 3.5 4) KITCHEN 111.3. 65% 72.2 12.1 100% 12.1 PAN E L LI HTS INT. 0.0 125% 0,0 licit LIGHTS (EXT, 0.0 125% 0.0 (6) MISC. 0.4 100% 0.4 TOTAL KVA 88.1 TOTAL AMPS 245' /^ `U GENERAL NOTES: ... .... ...-... •_ a;a^.m z.",.. +•..,, Project,. No.05125.00 ' " IREAKER NOTE DESCRIPTION CKT. # IMP. POLE 125 3 6. OLD BAR PAN 4#1/0, #6 G. L B in (1) 2" C. EA 2 4 - 1. SEE SHEET E1 FOR GENERAL NOTES. 2. ALL BUILDING SYSTEM GROUND, RODS SHALL BE BONDED TOGETHER TO FORM A SINGLE r ,, -GROUNDING SYSTEM. 3. E.C. SHALL PROVIDE ALL TEMPORARY POWER DURING CONSTRUCTION. 6 20 1 RECEIPT TRASH COMPACTOR 8 20 1 MEAT SLICER 65 l0 20. 1 PIZZA MAKE-UP #67a 12 1 20 1 VENDINGMAt41 NE #ib ':" 14 20 L s DISPLAr #19 16 20 '.1 VENDING MACHINE #ib 18 STANDARD PRIME SIGN VOLTAGE DROP FEEDER SIZE VOL 30 3 _1,3 3#10, & EF- 3#10, #10 C. in (1) 3/4". C. EA z2 22 24 201 ROOF TOP & 1 RECEIPTS 26 20 1 MEAT GRINDE #64 _, 28 20 1 5 MEAT 80% #2 b 30 DISTANCE FEEDER SIZE 20 1 TEA BREWER/ C ISP #9 32 20 1 EFHEAT TAP 34 20 1 1 2 PROOF/HOLD CAB. #14 36 1 I ISHUNT TRIP PACE 38 20 1 1 DRINK STATION 03 40 0 TO 350 FEET #4 AWG 20 1 DRINK sraTx N #31 42 (VA PER PHASE 351 TO 400 FEET #3'AWG IEAKER VOLTAGE DROP IS FOR STANDARD PRIME SIGN WITH 60 AMP LOAD CENTER IN BASE. E.C. SHALL RUN MINIMUM 2" CONDUIT FROM PANEL TO SIGN. :IRCUIT BREAKER, CIRCUIT ISOL TED BY HOOD FIRE tNSUL SYSTEM UPON DETECTION i AND MECH. PLANS FOR WIRING ONTROL REQUIREMENTS. )OD FOR PIZZA OVEN IS NOT INS ALLED', E.C. SHALL )LAR CIRCUIT: BREAKERS FOR E U PMENT UNDER THE HOOD POWER LOAD SUMMARY .-_._ 'ACES FOR SHUNT TRIPS AS SPACES/SARE S.P - BKeR.---- -.�--- t ¢F1111iR Ff F C¢A(FC (J FOR S/Tl F'_G SNaLL CKT. / DESCRIPTION NOTE BREAKER. LOAD KVA) I LORD A B C (KVA) BREAKER NOTE DESCRIPTION CKT. # POLE AMP. AMP. POLE 1 SITE LIGHTING 2#10, #ior., 3/4"C_ - 1 2 ZO 1 2.1 1.07 2.1 1.07 2.11.077 20 2 1 SITE LIGHTI 2#10, #10G. G 3/4"C. 2 4 3 5 SITE LIGHTING : 3 4^C. G /G 1 2. 20 SITE LIGHTI G. 2#10 #10#10 G 3 4-C. 6 8 '2#10, SITE #GHTING 2#10 #SOG. 3 4"C. 1 z 20 z.r 1.07 2011 2 1 SITE LIGHTI9 2#10 #lOG. 3/4^C. 10 12 2.1 1.07 2.1 1.07 2.i 1.07 13 SITE LIGHTING #10G., 3/4"C. 1 2 20 20 2 1 SITE LIGHTI 2#10, #IOG. G 3/4"C. 14 16 15:2#10, 17SITE LIGHTING 2#10 #10G. 3/4"C. L. 2 20 2.3 1.23 20 1 EXTERIOR.BL . LTS. 1819 '1.1 20 20 1 2 1 SPARE SITE LIGHTI 2#10, #10C., G 3/4"C. 2021 22:23 JUICE MACHINE #12 1 20 il 1.9 1.07 SPACE `1 1.1 1.07 1,7 1.67 4.2 1.67 24 25 SHUNT. TRIP SPACE 1 20 3 ELECTRIC HET 3#12, #12 6. COMPACT UH-2 in (1) 3/4" C. EA 2627 RMING CABINET #1Oew (OPT.) 2 1 30 283029 SPACE - 1 1.7 1.6731 VENDING MACHINE #lb 1 20 2.0 0.79 0.8 0.79 20 3 MIXER #83 3#12,#12 in (1) 3/4" C. 'EA 3233 3435 SHUNT TRIP SPACE } COOK/HOLD CAB.#14a 2#8, #10 G. in (1). 3/4" Y. EA 2 2 40 3.8 0.79 3637 3.0 1 :SPACE38 39 SHUNT TRIP .SPACE 1 0.5 0.54 20. - L OFFIEE REC P ACLES SAFE 40 MIXER 20 QT #83a 2 1 20 1.7 0.541 20 1 INING 1 42 14.1 13.9 14.8 TOTAL KVA PER PHASE VOLTAGE 20BY 120V LOCATION SEE PLAN PHASE 3 MOUNTING SURFACE WIRE 4 FEEDER SEE RISER MAINS MLO WIN AIC SEE RISER NOTES: RATING Z25. (AMPS) 1) E.C. SHALL VERIFY AND COORDINATE EXACT SITE - WITH I.G. BAR NO ITEMS N. %. OEM. REQUIREMENTS WITH SITE PLAN. COORDINATE RECEPTACLEScode 2.3 2) SHUNT TRIP CIRCUIT BREAKER, CIRCUIT ISOLATED KITCHEN 65%. 0,0 PROTECTION ANSUL SYSTEM UPON DETECTION PANEL LIG„TS (INT. 125%. 0.0 If ►1 LIGHTS (EXT.. 125% 28.3 PMISC. 100% 13.0 TOTAL KVA 48.5 TOTAL AMPS 135 LIGHT CIRCUIT DROP AS RE 'D. VOLTAGE Q BY HOOD FILE THESE PLANS AND ALL PROPOSED WORK AND SUBJECT 10 ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. E.C. TO PROVIDE "LIQUID TIGHT" FLEXIBLE METAL COND. TO EQUIP. J-BOX & MAKE FINAL CONNECTION "LIQUID TIGHT" TC1 PC TC2 COUPLING FLOOR FINISH RIGID GALV. AS SPECIFIED ;. STEEL LC1 LC2 A. III II I " III III III III�Ii _II CONC. SLAB I I r I . EARTH -iT li1111 ITI ,(4} #4/0,. (1) #4 GND, IN 3" C. .FILL PVC TO STEEL ADAPTER ANEL PANEL PVC CONDUIT UNDER SLAB p TO POWER SOURCE. SEE POWER PLAN FOR SIZES E.C. TO PROVIDE "LIQUID TIGHT' FLEXIBLE METAL COND. 120V OUTLET TO EQUIP. J=BOX & MAKE 20A, GFI FINAL CONNECTION WP • L• "LIQUID TIGHT" NOTES: C "LIQUID TIGHT COUPLING 1. THE ELECTRICAL CONTRACTOR SHALL USE THE 10' TAP COUPLING RULE FOR THE FEEDERS TO PANELS A, B, C, D. & L. FLOOR FINISH FLOOR FINISH TWO SETS OF (4) AS SPECIFIED M RIGID GALV. AS SPECIFIED #3/0 & (1) #3 2. THE ELECTRICAL CONTRACTOR SHALL TAP THE SERVICE STEEL CU GND IN FEEDERS WITH BURNDY' FEED-THRU LUGS OR EQUAL. ,ram/-- 2-1/2 CONDUIT 3. THE ELECTRICAL CONTRACTOR SHALL RUN (4)-4"CONDUIT EACH FROM THE PRIMARY SIDE OF THE PAD MOUNTED I� ° TRANSFORMER TO THE BASE OF THE SERVICE POLEI CONC. SLAB "-III IIII=11- 4• ALL INTERIOR METAL PIPING (COLD WATER, FIRE WATER, =11 -11 11 -1I I I AND GAS) SHALL BE BONDED TO THE SERVICE ENTRANCE EARTH FILL i1=ITl=III-II CONC. SLAB _III=II= ENCLOSURE. THE GROUNDED CONDUCTOR AT THE SERVICE, PVC TO STEEL EARTH FILL THE GROUNDING ELECTRODE CONDUCTOR OF SUFFICIENT SIZE OR TO ONE OR MORE GROUNDING ELECTRODES'' USED. ADAPTER THE BONDING JUMPER SHALL BE SIZED IN ACCORDANCE PVC CONDUIT UNDER SLAB RIGID GALV. STEEL WITH TABLE 250.66 (FOR WATER). THE GAS PIPING SHALL TO POWER SOURCE. SEE CONDUIT UNDER SLAB TO BE BONDED WITH A JUMPER SIZED PER TABLE 250.122 POWER PLAN FOR SIZE POWER SOURCE. SEE USING THE RATING OF THE CIRCUIT THAT MAY ENERGIZE POWER PLAN FOR SIZI'S------// THE PIPING. 5. CIRCUIT BREAKERS SHALL BE RATED TO WITHSTAND!, THE MAXIMUM AVAILABLE FAULT CURRENT AT THE SITE AS DETERMINED BY THE LOCAL ELECTRIC UTILITY. E. SHALL rf -ypj0AL CONDUIT S B-U COORDINATE WITH LOCAL UTILITY ?0 ''DETERMINE MAMAXIMUML AVAILABLE' FAULT CURRENT PRIOR TO PURCHASING E4 CIRCUIT BREAKERS. SCALE: N.T.S. * - DEMAND FACTOR PER N.E.C. ART. 220 DISCONNEC' PROVIDED' I MANUFACTI ON HINGED TO ALLOW FLEXIB CONDU (EXTEP ACCES TO HO CONTR 100W INCAN 3 TYPIC, E4 SCALE: N.T.S. �d �m d h a+ AA``11 n t � z", m 1.41 to 0.3a 127. 2.3 VI T 5 15. 82• ,�Y�pII 3 n 5 23.79 M cv L '4) b� _ u 'O K 220.36 p A m 0 wC oO - M � m _ �p r + 252.5KVA) 379A Icu0. vF �F �2 =rii�� IgJ Z�ZiS� of Fz`*pdal 'III oaEnoo �nn ZW pU y12. n: f �.d0 � �a. zq o mm�w0o 1Y.5 o F �r a, U SS WYY U ��nOW OG:p O"U yy..O y¢� =f O:6 Z Z y= W$ wQ� <3 �p,y�'��IZY7,PIS w�S I0000I'- d yU U O-OOM Z SHALL INSTALL HEAT ,d n ow E ON FLEXIBLE DRAIN E PROVIDED BY Q IUFACTURER; V) LLJ INECT TO RECPTACLE -J 'GFI RECEPTACLE W HEAT TAPE S La U 0 J � v (n 1 11 11 0( JZ �a Lu- 0 o � U 6 lLL 0 J � (W L FINISHED FLOOR Revisions THRU ADDENDUM 1/20/06 /a\(.ITy (: mmFNTS i /fi, a Z:\2005\05125\E4AA R4.dwg Jon 12, 2009-9:56am Project No.05125.00 FIR ,dimbb, ELEVATION E SCALE: 1/4" = 1'-0" ELEVATION L SCALE: 1/4" = i'-O" I II I II I I I f II II II I I ELEVATION S SCALE: 1/4" = 1' 0" C:\DOCUME-1\rkelly\LOCALS-1\Temp\AcPublish-3064\E5AA R4.dwg Jon 9, 2009-5:18pm ELEVATION F SCALE: 1/4" = 1'-0" -3" 11'-0" 8'-10" .10" _ ELEVATION G SCALE: 1/4" I �rELEVATION M SCALE: 1/4" = V-0" ,,rELEVATION T SCALE: 1/4" = 1'-0" /STROBE (OPT.) IdAKET]TI 12'-3` 12'-3" J-BOX FOR HEAT TAPE MOUNTED ON 5'-0' J-BOX SIDE WALL FOR LOW ----- -- 3'-9" VOLTAGE CONDUIT ® ❑ 0 0 B O iv 16 I a in a 26 VOLTAGE CONDUIT SCALE: 1/4" = 1'-0" ,adbk, ELEVA ION H SCALE: 1/4" _ ,-0" THESE ?LANc AND ALL PROPOSED WORK AND SUBJI CT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE ECESSARY IN ORDER TO COMPLY ITH ALL APPLICABLE CODES. 2 _7" 1 -o" 2,-4- I 'LEX 134 _ NETWORK B CONTROL PANEL 2'-2" .. LEVATION J SCALE: 1/4" = 1'-0" ELEVATION P L _ V TION O ELEVATION R SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ' SCALE: 1/4" = 1'-0" C A --� ..ddkh.. L R =31 F H E __J Adbl-■ e G S _ELEVATION U SCALE: 1/4" = V-0" U 'M P KEYPLAN- 1 NOTTO SCALE M N T< N P v l J Z p, p X v L p Y^ m p0 � Y �I N 1 i4J p� 1 U o C � 00 mL N_ _ �F ;Fa W0 m o3I^„<�om�� wbxb <�~��R WSW d00 NyY� OU�wZU-' ZW W� i��Cl tip��g��b Oa U 44 <a oOZfi w�OZ OOKw N VIW 5 mG-Y of N_Wm6 �=aV ipwO U �wz ZL]F�UFS3WN WF�1-<ZF 30 .UK O�F� mm x�o Oda O¢ o Ny�jI�WLL'Z�bZ�OW<ZZ 1`WJ 1W1 BmBK Zm�"6tOJTH UyO jNN� ogir5?tea K�xO ,--yz�rczm0 op� �a aa2W<I-w WW< FRIS �R: oic00A Z;E o� °! > om W p J W ®_ Z CC I O LL LL1 0 U � �W Q �c2 0? O Ld �01 W Z Q C CFI Z o IL v J � 0 UO n Revisions THRU ADDENDUM "A" 1/20/06 ®CITY COMMENTS 1/5/09 PROJECT DATE 04/02/08` DRAWN BY RK CHECKED BY AEC Sheet No. GENERAL NOTES' JE TOCELL - TORK #2101 OR APPROVED - Project No.05125.00 t 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PC2 OR PC3L -MOUNT ON FASCIA (TYPICAL FOR NO3 T PC2 AND PC) C3 o---- -------------------- -- -----------------I I "- 1. ALL LOW VOLTAGE WIRING AND FINAL CONNECTIONS SHALL BE SUPPLIED AND INSTALLED BY THE M.C. ALL J-BOXES AND NECESSARY CONDUIT SHALL BE PROVIDED BY E.C. MECHANICAL CONTRACTOR SHALL INSTALL THERMOSTATS AND SENSORS. E.C. SHALL PROVIDE AND INSTALL ALL POWER WIRING OVER 24 VOLTS INCLUDING CONDUIT AND J-BOXES JUNCTION BOXRELAY #9 24V TYP. OF 5 AS REQUIRED, UNLESS OTHERWISE NOTED. SEE ELECTRICAL SHEETS.N04 o-RTU #12. THE MECHANICAL CONTRACTOR SHALL CERTIFY THAT THE TEMPERATURE CONTROL SYSTEM HAS BEEN INSTALLED, AS SPECIFIED AND HAS BEEN TESTED TO ASSURE THAT CONTROL C4�RTU #2TERMINALELEMENTS ARE CALIBRATED, ADJUSTED, AND AND IN PROPER WORKING CONDITION. A COPY OF THE CERTIFICATION SHALL BE FURNISHED TO THE CODE ENFORCEMENT OFFICIAL.LOCK #1M.C. SHALL INCLUDE COPY OF THE CONTROL SYSTEM CERTIFICATION IN OPERATION & MAINTENANCE MANUAL PROVIDED TO THE OWNER. 2, 1#12GND. 3/4"C. RELAY IN CAPTIVE AIRE PANEL------------ TYP. OF 4 SEE SHEET V4 3. LENNOX SHALL PROVIDE A LAMINATED QUICK REFERENCE HVAC OPERATION AND SET UP INSTALLATION SHEET. M.C. SHALL PERMANENTLY ATTACH THE INSTRUCTION SHEET (WITH TO EXTERIOR CHAIN, STRING OR OTHER MEANS) NEXT TO THERMOSTATS IN THE MANAGERS OFFICE. THIS INSTRUCTION SHEET IS IN ADDITION TO THE OPERATION AND MAINTENANCE MANUAL. FIXTURES ('M°, °P',FROM P-18 OR L-42 ; NO3�o--> M.C. SHALL EXPLAIN TO THE OWNER'S REPRESENTATIVE THE HVAC SYSTEM OPERATION, PROGRAMMING AND TROUBLESHOOTING. C3 o--- Ji RTU #3 VERIFY TERMINAL POINTS T', & 'X') WITH MANUFACTURERS SHOP 4. SEE 'V' SHEETS FOR HOOD CONTROL PANEL WIRING DIAGRAM, PROVIDED BY OWNER WITH HOODS. LIGHTING PHOTOCELL — TYPICAL OF 2 RELAY #8 DRAWINGS 5. M.C. SHALL CALL D'MARCUIS CHILDRESS (972) 497-7290 AS SOON AS RTU'S ARE OPERATIONAL AND PHONE LINE IS OPERATIONAL TO DO "PRE -CHECK" BEFORE E.O.C. L-8, L-10, L-12 N04 BLDG. SIGNS & L.E.D. LIGHTS I o-�-- 6. A LENNOX EQUIPMENT AND THERMOSTAT CHECK (EOC) IS REQUIRED ON THIS PROJECT. MECHANICAL CONTRACTOR MUST CONTACT LENNOX INDUSTRIES, CHERIE BOONE OR DORIS I C4�o-�-- RTU #4 STUCKEY ® 330-945-4349 AT LEAST 2 WEEKS PRIOR TO FINAL INSPECTION FOR EOC (DEDICATED PHONE LINE MUST BE OPERATIONAL). ALL INSTALLATION AND START-UP MUST TfIfT SPARES �_____________ CONTRACTOR SIiALL TERMINATE BE COMPLETED PRIOR TO EOC. BOTH MECHANICAL AND ELECTRICAL CONTRACTORS SHALL BE PRESENT DURING THE EOC. CONTROL WIRING LL N.O. CONTACTS. 7. FOR ANY CONTROL QUESTIONS PLEASE CALL LENNOX AT (800j 367-6285 TECHNICAL SUPPORT. - L-2 �------- i PRIME SIGNTIME CLOCK-NC5 o- J _ _ RTU #5 TORK #720OL TC1 OR APPROVED RELAY #5 HVAC SEOUENCE OF OPERATION EQUAL LIGHTING CONTACTOR #1 I I SPARE 0 - LC SQUARE D, CLASS 8903, � N06 , 1 TYPE 'LG°-120V COIL C6 o-�-- M.C. SHALL SET THERMOSTAT 'OCCUPIED' AND 'UNOCCUPIED' MODES TO OWNER'S OPERATION SCHEDULE. EVAPORATOR FANS SHALL RUN CONTINUOUSLY IN TH "OCCUPIED" MODE. L-32 7 ------------ NORMAL 3, 4,A5,06, 77,8, SF -IA, SF-16 EVAPORATOR FANS AND ECONOMIZERS (IF INSTALLED) ON RTU-1, 2, 3, 4, AND 5 UNITS SHALL OPERATE CONTINUOU�IILY UPON ACTIVATION 2#12. 1#12GND. 3/4-C.I i ac: �w OF KITCHEN HOOD SWITCH. INTERLOCK WIRING, RELAYS, AND CONTACTS FOR THIS ARE INCLUDED INTERNALLY IN THE HOOD ELECTRICAL CONTROL PANEL. SEE DETAILS THIS SHEET NO3 AND "V" SHEETS. I C3� - TO EXTERIOR WALL TO PRIME POLE SIGN PANEL / SPARE ® u o MOUNT BUILDING SIGNS (PANEL BY SIGN CONTRACTOR) q z� UPON DEACTIVATION OF THE KITCHEN HOOD CONTROL PANEL, ALL AIR HANDLING UNITS SHALL BE CONTROLLED VIA INDIVIDUAL SENSORS AND NCP. AND L.ELECTRICALLY LIGHTS DRY CONTACTS ARE RELAY #2 ELECTRICALLY HELD OPEN 120V d E° THE TEMPERATURE SCHEDULE SET POINTS SHALL BE SPECIFIC FOR EACH RTU AND SHALL BE FIELD ADJUSTABLE. CONTINUOUSLY UNLESS HOODN04 TO SHUNT TRIP CIRCUIT BREAKERS, SEE SHEET E4 FIRE SUPPRESSION SYSTEM:,__,,-, YSTEM U m s ro SPACE TEMPERATURE SET POINTS: RTU-2, 3, 4, 5: 75'F COOLING, 70F HEATING C4 FROM 120V/1P, 20A CIRCUIT BREAKER ® o RTU-1: 78'F COOLING, 70'F HEATING BUILDING POLE SIGNS TIME CLOCK Is ACTIVATED, TYP. OF 4 ; SPACE HUMIDITY SET POINTS RTU-2, 5: 60% RH L------------' r ALL RTU'S COOLING/HEATING SWITCH/OVER SHALL BE AUTOMATIC BASED ON THE SPACE DEMAND. EVAPORATOR FANS SHALL BE SET TO RUN CONTINUOUSLY DURING "OCCUPIED"r RTU SHUT mOWN A PERIODS. OUTSIDE AIR INTAKE ON ECONOMIZERS OR DAMPERS SHALL BE IN MINIMUM OPEN POSITION TO DELIVER GEM'S INDICATED IN AIR BALANCE SCHEDULE ON SHEET M2 OR P-1 EMERGENC D�e IL" aq1 o SHALL FOLLOW THE ECONOMIZER OPERATION DESCRIBED BELOW. P-2 ,w, /� 4 ® a o SF-lA AND SF-1B HEATERS (OPT.) SHALL BE CONTROLLED BY INDIVIDUAL FACTORY INSTALLED THERMOSTAT IN HEATED UNIT (IF HEAT OPTION IS SELECTED B OWNER). P-5 E6 N.T.S. NOTES: Fly Av 1. DASHED LINE INDICATES WIRING PROVIDED/INSTALLED BY M.C. SOLID LINE: WIRING d o PHOTOCELL #1 - TORK #2101 OR P-6 o m ECONOMIZER OPERATION (IF APPLICABLE) APPROVED EQUAL - MOUNT ON 11 P-9 IS PROVIDED BY E.C. ® ; THE RTU'S EQUIPPED WITH ECONOMIZERS (SEE UNITS SCHEDULE ON SHEET M2) SHALL UTILIZE "FREE COOLING" AS THE FIRST STAGE OF COOLING. WHEN OUTDOOR AIR ENTHALPY IS FASCIA P-10 2. RTU SHALL SHUT DOWN UPON FIRE DETECTION BY HOOD ANSUL SYSTEM, SEE �Ix LOWER THAN THE MIXED AIR ENTHALPY, OUTSIDE AIR INTAKE DAMPERS SHALL MODULATE FROM MIN. TO MAX. OPEN POSITION AND SPACE RETURN AIR DAMPERS SHALL MODULATE P-13 "HVAC SEQUENCE OF OPERATION" THIS SHEET. COORDINATE WIRING WITH FROM MAX. TO MIN. RELIEF DAMPERS SHALL BE CONTROLLED RESPECTIVELY VIA INTEGRAL RTU CONTROL. IF THE OUTSIDE AIR ALONE CANNOT SATISFY THE SPACE COOLING DEMAND, PC MANUFACTURERS SHOP DRAWINGS. SEE "V" SHEETS. � la �s THE COMPRESSORS SHALL BE ENERGIZED IN STAGES. WHEN OUTDOOR AIR ENTHALPY IS HIGHER THAN MIXED AIR ENTHALPY, OR WHEN THE LOW LIMIT SENSOR LOCATED IN DISCHARGE 1 P-14 F� 6 a AIR REACHES ITS SET POINT (557 -ADJ.), THEN OUTDOOR AIR AND RETURN AIR DAMPERS SHALL BE SET TO DELIVER MINIMUM O.A. CFM's INDICATED IN THE. AIR BALANCE SCHEDULE. WP JUNCTION BOX P-t7 3. TERMINAL POINT 6 IN RTU IS 24V SOURCE, CONNECTING TO TERMINAL POINT 21 IN RTU WILL SHUT DOWN THE UNIT. `" NIGHT SETBACK OPERATION (UNOCCUPIED) P-22 �� ;ya Wr m SPACE TEMPERATURE SET POINTS: RTU-1, 2, 3, 4, 5: 85'F COOLING, 55'F HEATING TIME CLOCK- TC 2 b PF,66WVF-33i9 TORK #7206L 0 ao E" �m OR APPROVED ~�!�-3Nd6j5 ALL RTU'S EVAPORATOR FANS, COMPRESSORS AND HEATER SHALL RUN ON DEMAND ONLY. ANY MOTORIZED OUTSIDE AIR DAMPERS SHALL BE IN CLOSED POSITION. M.C. SHALL EQUAL LIGHTING CONTACTOR #2 _ �z VERIFY REQUIREMENT FOR AUTOMATIC SETBACK CONTROL WITH LOCAL AUTHORITIES AND COORDINATE WITH EQUIPMENT SUPPLIER. LC 2 SQUARE D, CLASS 8903, gi gg u w TYPE 'LG'-120V COIL _ <��<� .'M EMERGENCY OPERATION: L-32 o @=5 Wm n E.C. SHALL WIRE ANSUL SYSTEMS ON COOKING HOODS SO THAT UPON FIRE DETECTION OR MANUAL ACTIVATION, THE MAKE-UP AIR FANS (SF-lA AND SF-1I6) AND EVAPORATOR FANS $ i gir ON ALL RTU'S SHALL BE SHUT DOWN, ALL POWER TO EQUIPMENT UNDER HOOD SHALL BE ISOLATED, WHILE THE EXHAUST FANS SHALL CONTINUE TO OPERATE. MECHANICAL GAS Ofto VALVE(S) SHALL ISOLATE ALL GAS SUPPLY TO EQUIPMENT UNDER HOOD(S). EVAPORATOR FAN ON EACH RTU SHALL ALSO BE SHUT DOWN BY INDIVIDUAL SMOKE DETECTOR UPON 2112, THESE PLANS AND AL PROPOSED WORK 1'I�g 3 4?CND. TO PARKING LOT LIGHTS AND SUBJECT TO A CORRECTIONS TBl r °000�€� DETECTING SMOKE. / I I REQUIRED BY FIELD NSPECTORS THAT s3oo$�W MAY BE NECESSARY IN ORDER TO I� PARKING LOT LIGHT TIMECLOCK/PHOTOCELL °'OMPLY WITH ALL A lC Wl G R C I I Y2 W2 Y1 WSIT,.'6-gF',.05 8MIE� ROOTOP UNIT o�� 19 100Mo 1 2 3 4 5 6 7�(�ES 9 10 11 12 13 14 15 i6aR oo? oa w/ HUMIOITROLLEN 0 ZI QOOQQOOOC�QO 000 < UO_ O0iE /1 W/GLOBAL ECONOMIZER I ' I ' 3 OCELL TIMECL LS FOR X-FAN INTERLOCK I i , I i F----r-r----------J �> E6 N.T.S. RELAY WITH DRY CONTACTS NOTE #1: ALL WIRING AND EQUIPMENT BY E.C. IN CAPTIVE AIRE PANEL TYP. I______OF 3. SEE SHEET V4 1i\:'zo Ii RTU #1 I, A2 ROOM THERMOSTAT I Ir� i ----_ ----- -____- -I---------- 01 LENNOX #14W81 OR X5683 rN7 __________I _C7-------------------- JIi I IiI II Ii I 5 O oZ I I 1L o; MOTOR COMMERICAL VISIONPRO ilI l i '- z VOLT THERMOTSTATRELAY #3La POWER r- - - - - - - - j I ONVENTIONAL j TU r------------------JN08a#2 o LENNOX "L" r C8 bs UNIT i-------------------J 120V CONTROL CIRCUIT --- Y2 Rc -_l I Q XPARTIAL Of 0 IL ------------ 1 I o I TERMINAL BLOCK I 1 FORISS SHEET RTUS.E DETAIL i e L R _ J_ _i- L J I I I f i l i Z ( W(TYPICAL) HOOD #1 I I J W -__ ____C_3______ NC3� I -- II I i WS�2 I Y --- I iI Z RTU 3 L L L Sl •� C 1/2" C. a 3 QC----�o-P1 #G 2 - - - (TYPICAL) FILL NC4 o-�-- HOOD #2 i -- i I i i I O C4 0_ RTU #4 INSTALL 2#12, 1 # 12 GND., 1 I ` - - _ - _ _ _ - - 1 LIN FROM FAN TERMINALS I I-'I'-1-----------------J ' I IL ------------ = RE TO DISCONNECT 1 L _ _ _ _ _ - _ _ _ _ _ _ _1 _ ' FAN AT ROOF STALLED BY L--_-_______ 1_� ___NC3�o- -;-HOQID #3 RER) rq t% _ _ _ _ _ _ _ _ C3 o- ;-- RTU #5 EF_1 L -` --- -- - - ------ ---- - -- - - i I RELAY #7 � � EF-2 � � �-------------- I,vv$q I I EF-3 11 I 7 } 4 NC4 ,ti- C4��__ SPARE EF-4oil 0 HOOD #4 HOOD EF-5 O5 20K OHM rm CONTROL EF-6 SPACE '' PANELS HOOBY EF-7 5 SENSOR CONTRACTOR EF-8----------------------1 29M55 N j �sss CONTACTS ARE CLOSED SEE "V" F-lA - _ _ _ - _ _ o t � r WHEN HOOD SWITCH IS \---_--___-' I ��� CLOSED, TYP. OF 3 HOOD #5 SHEETS F-1 B i - -1 I I I s - - 1 SINGLE MICROSWITCH AT ANSUL Revisions — FOR TANKS. SEE SHEET M 1 i 20K OHM 20K OHM I A91 LOCATIONS. I HUMIDITY �� t �/ A AR �( I AVE. AVE. I SENSOR THRU ADDENDUM "A" RTU V S 1 S�IYI INTERLOCK ERL®CI\ ON CI ALL SHUNT TRIP i SENSOR SENSOR i 17M50 1/20/06 Ii00D #6 CIRCUIT BREAKERS FOR I I RECEPTACLES UNDER a NOTES: HOOD #1. #2. #3. #4. - _ _ J O -REMOVE FACTORY JUMPER BETWEEN CONTROLS (NORMAL OPERATION) EL AND #B: SEE L _ _ _ _ _ _ _ _ _ _ _ _ - � r- � r- TBt 8 & TB1-9. ELECTRICAL PANEL E6 N.T.S. SCHEDULES FOR ALL Q REQUIRED THERMOSTAT SETTINGS SHUNT TRIP CIRCUITS. INSTALLER HOOD #7 20K OHM 20K OHM SETUP # VALUE DESCRIPTION AVE. AVE. 0170 8 1 H /l C NOTES: POWER CIRCUITS FROM ELEC. PANEL SENSOR SENSOR 0175 1 UNOCC TO PRE WIRE SECTION: SEE / OCC 1. M.C. SHALL WIRE SENSOR TO RTU TERMINAL BLOCK #1 (TB-1) IN ACCORDANCE WITH MANUFACTURER'S ELECTRICAL PANEL SCHEDULES FOR ^ — RECOMMENDATIONS. ALL HOOD CIRCUITS, EXHAUST FAN Q3 -TWO TWISTED PAIR SHEILDED CABLES CIRCUITS, AND SUPPLY FAN CIRCUIT. AVERAGING REQUIRED. CABLE TYPE LENNOX 961_63 2. DASHED LINE INDICATES WRING PROVIDED/INSTALLED BY M.C. SOLID LINE WIRING IS PROVIDED BY E.C. HOOD #8 T7770A3002 4 OR BELDEN TYPE 88761 OR EQUIVALENT. PROJECT DATE 3. SET A56 IMC ECONOMIZER/MOTORIZED OAD ADD ON BOARDS DIP SWITCH TO DSET AND BALANCE AIR TO ( ) O TSHIELD DRAIN WIRE NOT CONNECTED 3/28/08 RECOMMENDED SET POINT. TURN ON IMC A55 MAIN BOARDS TEMP DIP SWITCH AND THEN TOGGLE THROUGH 2 12, 1 12 GND., 3 4" C. WIRE THIS END. TO WHERE THE DISPLAY FLASHES BETWEEN THE #6 AND ANOTHER NUMBER X . THE OTHER NUMBER IS THE FROM W B TERMINALS IN PRE WIRE ® -UNUSED WIRE. () DRAWN BY ELECTRICAL SIGNAL GOING TO THE DAMPER MOTOR. TO JUNCT10N BOX FOR LIGHTS © -CONNECT SHIELD DRAIN WIRES TO TB1-7 BY HOOD ON RTU. FHJ 4. SET A56 IMC BOARDS DIP SWITCHES TO THE GLO POSITION AND LEAVE THEM. CONTRACTOR TYP. (TYPICAL EACH HOOD) 07 -THERMOSTAT SENSOR WIRES MUST HAVE A CABLE 'SEPERATE FROM THE CHECKED BY 5• SET IMC PARAMETER (SEE IMC MANUAL IN UNIT FOR DETAILS) 6.23 (FREE COOLING MIXED AIR SET POINT) ss�� THERMOSTAT CONTROL CABLE RAM/NRT TO THE 45'F READING. L E`(H /` UST I DETAIL IL 6. LENNOX RESERVES THE RIGHT TO CHANGE THE REQUIRED TERMINATION POINTS AND SETTINGS AS /� /� ¢� /"'� w Sheet No. DESCRIBED ABOVE. CONTACT LENNOX FOR LATEST REQUIREMENTS PRIOR TO STARTING ANY WORK. SEE E6 N.T.S. 6 RTU THERMOSTAT CONTROL WIRING GENERAL NOTE #3 THIS SHEET. E 6 NOTE #1: ALL WIRING BY E.C. E6` N.T.S. Z:\2005\05125 - GC Port St. Lucie, FL\E6AA.dwg Apr 2, 2008-11:23am