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HomeMy WebLinkAboutSUBMITTED PAPERS'OFFICE-USEONLY DATE FILED: `3 PLAN REVIEW Ftm 00 RECEIPT NO.: I a3 PERMIT NUMBER: _�3�3 (3 st3 so CONCURRENCY FEE:. RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 772-462-1553 Sl=,',q A, B FD . St. APPLICATION for BUILDING PERMIT �Ucie county CERTIFICATE of CAPACITY/ZONING COMPLIANCE / PROJECT INFORMATION /) 1. LOCATION/SITE ADDRESS: �Q 7 I A PAY �c & 2. PROJECT NAME: 3. PROPERTY TAX ID #: 4. LEGAL DESCRIPTIOr 5. PLAT BOOK SITE PLAN (attach extra slyeets if necessary) 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 14. SQ. FT OF CONSTRUCTION: 15. SF. FT 1st FLOOR 16. VALUE OF CONSTRUCTION: $ 11,9 C O-D The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated Value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 e 10 a-131vo xi-10-ML1311 OWNER INFORMAT NAME: ADDRESSS: D -% CITY: STATE: ZIP: 3 %Q 2 PHONE (DAYTIME): C_, Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): L_) CONTRACTOR INFORMATION ST. of FL REG.CERT t/(R// Cd BUSINESS NAME: QUALIFIERS NAME: / Y u L� (mod ADDRESS 7 y / CITY: ,!S) [I a K4-- STATE: PHONE (DAYTIME): � FAX NO.1 ARCHIT/ENGINEER ADDRESS: CITY: PHONE (DAYTR E): (_) BONDING COMPANY: ADDRESS: CITY: STATE: STATE: MORTGAGE LENDER: ADDRESS: CITY: STATE: ST. LUCIE COUNTY CERT #: ZIP: M PP ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. 6WNERORCONTRACtORSIPRM STATE OF FLORIDA COUNTY OF _ _'Sk , t. O c % R- The foregoing instrument was acknowledged before me this IS+�D day�of md►I'- 20 13, by ` rJoLk t J'l . who is personally known or has produced —y aa.?as identification. Signature of Nota*aY P��•.,, Notary Public - State of Florian My Com %g e EE .16, 2011 Commission No. . i ,., Corn Bonded Through 14811011 NOgty Aul CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this NSA:gay of 20 13 , by J 1 . who is personally known Li�LTGyd--ol -ec Signature of Not3ry• . Commission No. or has produced -21 as identification. notary Public - State of Florian My Comm. Expires Dec 18, 201, nfE; , # EE 85876.1 �h� �gn National War„ e... NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBUH.DER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. Property Appraiser - St.Lucie County, FL Page 1 of 1 r • � i I PROPERTY RECORD CARD Kevin Bailey Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification �� UCIE CO Site Address: 5047 N A1A PH-4 ParcellD: 1414-610-0100-000-8 Q ` •- �2� Sec/Town/Range: 14 :34S :40E Account #: 130196 Map ID: 14/14N Use Type: Condo Q� Zoning: City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Kevin Bailey ATLANTIC VIEW BEACH CLUB CONDOMINIUM #1 UNIT PH-4 (OR Address: 5047 N Hwy AlA PH4 3390-354) Fort Pierce FL 34949 Sales Information Assessment 2012 Total Land and Building Date Price Code Deed Book/Page 2012 Final: 175500 Land Value: 0 Acres: 0.02 4/5/2012 189900 0112 SP 3390 / 0354 Assessed: 175500 Building Value: 175500 2/22/2012 100 0112 CT 3365 / 1997 Ag.Credit: 0 Finished Area: 1436 SgFt 3/5/2007 100 01 QC 2785 / 2640 Exempt: 5/30/2006 100 01 WD 2591 / 1105 Taxable: 5/30/2006 535000 00 WD 2578 / 2413 Taxes: 3550.59 5/26/1995 177000 00 WD 0958 / 0551 3/6/1992 100 01 QC 0785 / 1510 4/30/1991 200000 00 WD 0737 / 2600 BUILDING INFORMATION 165•ICd .. U YOPP � %pIR•°10 4T. ..� 22 t N Exterior Features 3303 View: Indian RoofCover: - RoofStruct: Riv-V ExtType: X004 - AtViBeCICon1 YearBlt: 1989 Frame: Grade: X41) - AtlanticVwD EffYrBlt: 1989 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 Sec Wall: Interior Features BedRooms: 2 Electric: PrmintWall: FullBath: 2 HeatType: FHA - FrcdHotAir AvgHVFI: STD 1/2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth 1 0400-Condo N -Unit 0 0 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/paslc/prc.asp?prclid=141461001000008 3/15/2013 0 V7, v I f7e ooe_ Ify ASCE 7-10 Wind Load Calcs. Date 2/15/2013 Company Name Consulting Engineer Address 10725 NW 17 Street City Coral Springs State FL Project No. 13KWD02 Designed By Darren Spence Description ASCE 7-05 Wind Calcs. Customer Name Bailey Res. Proj Location 5047 N. SR AIA, #PH-4 Ft. Pierce, FL 34949 Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 170.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft At = 0.09 ` Bt = 1.07 Am = 0.11 BM = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 0 : 12 Slope of Roof(Theta) _ .00 Deg Ht: Mean Roof Ht = 180.00 ft Type of Roof = Monoslope RHt: Ridge Ht = 180.00 ft Eht: Eave Height = 180.00 ft OH* Roof nvPrhang at Faye= 00 ft Reef Area Bldg Length Along Ridge = 130.00 ft Bldg Width Across Ridge= 130.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 108.00 ft lzm: Cc*(33/Zm)^0.167 = 0.12 Lzm: 1*(Zm/33)^Epsilon = 753.84 ft Q:(1/(1+0.63*((B+Ht)/Lzm)^0,63))^0.5 = 0.86 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.87 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 21►S113 PE �f38'g� ?, 1 0+ Z ASCE 7-10 Wind Load Calcs. Date 2/15/2013 Company Name Consulting Engineer Address 10725 NW 17 Street City Coral Springs State FL a h 5 4 z waus Project No. 13KWD02 Designed By, Darren Spence Description ASCE 7-05 Wind Calcs. Customer Name Bailey Res. Proj Location 5047 N. SR AlA, #PH-4 Ft. Pierce, FL 34949 a 2a 2a a 2 3 � r--- ,2 5 --►: a 1 ------- ----- ----- --� 2 Height > 60 ft. Roof Wind Pressure on Components and Cladding (Ch 30 Part 3) All pressures shown are based upon ASD Design, with a Load Factor of Width of Pressure Coefficient Zone "a" = 13 ft Description Width Span Area Zone Max Min Max P Min P Elev £t ft ft^2 GCp GGp -------------------------------------------------------------------------------- psf psf ft Sliding glass doors more than 13' from building corners 6.00 8.00 48.0 4 0.82 -0.85 59.79 -61.41 180.0 Sliding glass doors less than 13' from building corners 6.00 8.00 48.0 5 0.82 -1.58 59.79-105.54 180.0 0 IN A i p Aki-MMDE _J o MiAMI-DARE COUNTY DEPARTMENT OF PERMITTING, ENViIRL" JPlrLATORY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 20$ AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Miw-miamida Imov/nera/ PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section 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 Section (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 product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD-770HP" Aluminum Sliding Glass Doors w / Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0005 Rev C. titled °°Series 770 ME Ahiminum SGD- WI sheets I through 10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 10/1 IA 1, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by .the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Small Missile Impact Resistant Limitations: 1. See table 1 in sheet 4 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options are with Tempered glass, see glazing options on sheet 1 and 3. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series 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 fled and there has been no change in the applicable building code -negatively affecting the performance of this product. `GERMINATION 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 ofthe Building Official. This NOA revises NOA # 09-0826.11 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The -submitted documentation was reviewed by Ishaq I. Chanda, P.E. r naMwdnee cou�rr NOA No 11-1018.15 Expiration Date: March 24, 2015 VI` Approval Date: December 01, 201.1 Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die -drawings and sections (transferred from file # 09-0826.10). 2. Drawing No.PGT0005 Rev C, titled "Series 770 B.P. Aluminum SGD-SMI", sheets I through 10 of 10, prepared by manufacturer, dated 08/05/07.and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 09-0826.11) Test report on I) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-6019 and FTL-6020, both dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 6019 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1 Statement letter dated OCT 11, 2011 of complianeeto FBC 201 prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15-27-001, signed & sealed by Lynn Miller,.P.E. 3. Anchor verification and comparative analysis dated 08-24-09 and last revised on 12115/09, prepared by PTC, LLC, Robert J. Amoruso, P.E.(transferred from file # 09- 0826.11) 4. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.01 issued to "E.I. DuPont Denemours" for "DuPont Butacite V PVB", expiring on 12/.11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest, dated 08-19- 09, signed by Robert J_ Amoruso, P.E. (transferred from file # 09-0826.11) 2. Letter .of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 09-0826.11, expiring March 24, 2015. 2. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO. Irl Ishay L Chanda, P.E. Product Control Examiner NOA No 11-1018.15 Expiration Date: March 24, 2015 E-1 Approval Date: December 01, 2011 GENERAL NOTES: SERIES 770 H.P. SMI SLIDING GLASS DOOR 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED INTERLAYER TYPES - DBPVB = .090 DUPONT BUTACITE PVS G7 - 71160 LAMINATED: (2) LITES OF 3/16" T GLASS WITH AN .090 DBPVB. G7A - 9116" LAMINATED: (2) LITES OF 114" T GLASS WITH AN .090 DBPVB. G8 -1" LAMINATED I.G.: 311 B" T EXT, CAP + 318" AIR SPACE + 7116" LAMINATED: (2) LITES OF 3116" T GLASS WITH GOA -1" LAMINATED I.G.- 1/4" T EXT, CAP 4. 51160 AIR SPACE + 7116" LAMINATED. (2) LITES OF 3116" T GLASS WITH 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERI THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OFTHE FLO ANCHORAGE DETAILS SEE SHEETS 4 THROUGH 6. 4. SHUTTERS ARE NOT REQUIRED 30' ABOVE GRADE. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TORE SEALED WITH NARROW JOINT SEALANT. 6, REFERENCES; TEST REPORTS FTL-6019 AND.FTL-6020, DATED 817109, ELCO TEXTRON NOA: 07-0426.01, 03.0225.05, ANSUAF&PA NDS 2006 FOR WOOD CONSTRUCTION) 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILD11 VELOCITY HURRICANE ZONE (HVHZ� 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE 9. CONFIGURATIONS: STRAIGHT DOORS - MAXIMUM 2 TRACKS BY.9 FT. (108') HIGH WITH A MAXIMUM OF FOUR 4 FT SEE EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEET 7. D.L.O. WIDTH = NOMINAL PANEL WIDTH - 7' D.L.O. HEIGHT = NOMINAL PANEL HEIGHT - 8.25" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5.6! 1. FOR CONCRETE APPLICATIONS IN MIAMI=DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114" I SCREWS OR 114" ELCO S84 CRETEaFLEX . SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND $I 2. FOR WOOD APPLICATIONS USE: #12 STEEL SCREWS (GS). l/W ELCO SS4 CREETE-FLEX MAYBE USED INSTEAD Of 3. WOOD BUCKS DEPICTED AS 1xARE LESS THAN 1 112" THICK. 1x WOOD SUCKS ARE OPTIONAL IF UNITIS.INSTALL BUCKS DEPICTED AS 2x ARE 1 1M" THICK OR GREATER.. IXAND 2X BUCKS (WHEN USED) SHALL BE.DE9IGNED T( BUCKOESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF'RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063 TS AND A MINIMUM I MEMBER SHALL BE OF A SIZE TO PROVIDE -FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN TH SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITEF USING ANCHORAGEREQUIREMENTS SHOWN IN TABLES 1, SHTS. 4; FOR ANCHOR TYPE 4 ARE ACCEPTABLE, 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-M OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND 1F SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC 18 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRK HAVING JURISDICTION. COMM earow Anchorage M ntmum Embedmentand Mlnlmuih Edbe Distance qu remen --TV. Hee and511 e Concrete Un•Grouted C11U Grouted CMU Me. Mir. Eb.1 MIn. Ed Min. Emb, Min. Ed In. Emb. WM Ed oea ultracen 114" 1 31a 2 1l2 1 114 2 112 1 314 2 112 6116" 1 S+4 1 114 1 114 1 INS 314 2 112. Oeo Creteflex SS4 114" 1 3r4 2 112 f 1 114 2 112 Nut Recommended DESIGN PRESSURE CHART (PSF) SEE TABLES 1 & IA, SHEET 4 .090 DBPVB INTERLAYER. 090 DBPVB INTERLAYER. 1300. S, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, NOA DRAWING MAP )A BUILDING CODE. FOR SHEET ) ADM-2005 ALUMINUM DESIGN MANUAL CODE,, INCLUDING THE HIGH AS APPLICABLE. NOMINAL WIDE DOOR PANELS, 3 SM6" ULTRACON (FORMERLY TAPCON) CONCRETE 3STRATE REQUIREMENTS. H2 SCREWS. D DIRECTLY TO SOLID CONCRETE. WOOD PROPERLY TRANSFER LOADS TO THE STRUCTURE. ' 118" THICK THE ALUMINUM STRUCTURAL DETAILS USING 2x WOOD BUCKS. THE ANCHORS CARE MET, THE FULL DESIGN PRESSURES 1LLIC GROUT, 3400 PSI MIN„ (DONE SY ANSFER SHEAR LOAD TO SUBSTRATE. OR AS APPROVED BY THE AUTHORITY Concrete Strength Pect lroments Type a. fs' Flim Uttracon 44" 2700 pet Sf 0" 3600 PSI •Oco Crete -Flax SS4 1 3350 psl CONCRETE SCRI MIN. = M xSI v MIN, =1T101 FBC2010 CODE CHANGE Toro 715CHNCCCGYMYs PER MIAMI DADE COMMENTS H0KQM78r PL 3#275 PER MIAMI DADE COMMENTS P.D. 8QX I529 >am tA0 18. Fb 3d274 IE RT.- Memory Strength Raqulremenfe un9ronnmd CMU ASTM CAD ASTM Wo Wlh graul eanibrmiog Grouted CPU to Seelleae 2105.2.21.2 and Rsoll or Im FBC. Wood Screws (Head, gtll B Jambs) In. Type 01. Ebj Mi.. Ed $12 Wood Screw 1 1 3/8" 1" Elan Crate -Flex 884 1 1 318" V UNLESS OTHER WISE NOTED NOTES AND MAP 770 H.P. ALUMINUM N.P. I NTS I 1 -, 90 IA - SMl POT0005 GENERAL NOTES.............1 GLAZING DETAILS ............ 3 N PRESSURES....... 4 TIONS..................... 7 DURATIONS........... 7 SECTIONS .............. e SECTIONS ............ 8 LIST ....................... 9 ISIONS.................... 10 cs mvmu ® wo f2x Dlmc la Iry m MAX. UNIT WIDTH 96" A B I e s e MAX. UNIT WIDTH 145 5116" MAX. p J D MAX. J UNIT e e / e / UNIT a HEIGHT 8 B e©eJ HEIGHT 1081, 108 X0, oX, XX MAX. UNIT HEIGHT 108" 7 I C i NO CHANGETHIS ®XX, XXo, OX0 MAX. UNIT WIDTH 191 112" r>aL)crjt&vi%Ea 4 pUeg with th► srami& 7=V14"i-moo "';-Y- oxxo APPROVED CONFIGURATIONS ELEVATIONS f07NOKOM�FL34v51VE ELEVATIONSroev ao.aoxts2s SERIES 770N.P. ALUMINUM SGD-SMl � 'SIO'�1A','�� NOKOMId FL 34?74 ® A. LYN�J h�lt�� P;E sGorrox.P. NTS 2 l0 PQT�t?U5 C P1.0$6705 3116".T GLASS .090 DSPVO 74 3/16" T GLA55 711O" NOK 82 314" NOM. GLASS 88 7 BITE •EXTERIOR 54 7/16" LAMINATED GLASS TYPES G7 2 4 3110" T GLASS .090 DBPVB 3116" T GLASS 318" AIR SPACE 74 3116" TGLASS 1" NOM. 83 31V NOW GLASS 79 BITI: EXTERIOR :Tz 55 TRUSEAL DURASEAL SPACER 9" LAMINATED I.G. TYPES G8 NO "NOE ims 1111A I PER M1AM1 DAD COMMENTS Q6/D09 207 114" GLASS .090 RpmVB — 114" i GLASS 911 " NOWL $2 � 81 EXTERIOR LAMINATED GLASS 2 5 3116" T GLASS .090 DBPVB — 3116" T OLASS — 5/16° IR SPACE --�i 114" T GLASS :8:3 79 TRUSEAL DUPASEAL SPAC R -- MI B = DUPONT BUTACITE PVI3 7070 7ECHNOI.00YDRfVE GIj�nf A ' , NOKOMtS, F7.94275 trta Pro, eaxisza SER NOKOMtE, Fl.3427A � 74 314" NOM. GLASS SITE ml 74 314` KIDM. GLASS BITE 55 G. 'TYPES G8A ► H.P. ALUMINUM SGD - $ND ak snom°m.:qx.. 1VT5 3 "� io PGTo005 tm.44a/in 1 w toe VfS4 s rxs°. o z `\,•RlA r)f"- ,jNN 1110E/ ,'-C9 A. LYNN MIL�tK� P.E. P.E# 5e7a5 74 314" NOM. GLASS SITE ml 74 314` KIDM. GLASS BITE 55 G. 'TYPES G8A ► H.P. ALUMINUM SGD - $ND ak snom°m.:qx.. 1VT5 3 "� io PGTo005 tm.44a/in 1 w toe VfS4 s rxs°. o z `\,•RlA r)f"- ,jNN 1110E/ ,'-C9 A. LYNN MIL�tK� P.E. P.E# 5e7a5 DESIGN PRESSUREANID ANCHORAGE -HEAVY DUTY STILES - REfNF0R0EQ INTERLOCKS - H96WDUTYASTRAGAL 18BLE1. & S, HEAD F SILL (H&S) NTgzd-= & STRAIGHT & CORNERASTRAGAL CLUSTER PLUS INTERMEDIATE ANCHOR QTY, PER PANEL H JAM ANCHOR CITY. Anohar Types: G7-7110"LAMINATED GLASS - (VI VTEMP. IPVB13116"TEW.) 1)'114"ELCD TRACON(FORMERLYTAPCON) GTA - 9H0' IAUMTED GLASS - (1I4" TBv1P.1 PJB 1114" TEMP.) 2) '114" 884 C • FLp( GB - 7/16" V LAMINATED WILL - ($116" TEMP I AIR J 3116" TOOK t PVB 13116" Tam) 3) '5115" ULTR iCON GSA -1" LAMINATED LG:U. - (1/4" TEMP. I AIR 13N6" TEMP. I PVB 13116" Tmp..) 4) -#12 STEF1 CREWCGS) ' SEE ANCHOR GE NOTES 18 2 ON 6HM 1. UNIT HEIGHT BO 84 90 95 102 108 U z o o o U z o 0 o U z o O o U z u O o U z o ❑ o U z U A NOM. PANEL FRAME Ov p cOi p v O v O v O O WIDTH SIDE U U , N r �- "N N •- *- •- N N N GLASSTYPE-7, 7A, 6, BA +90 .110.0 +90 •110.0 +9D -110.0 +9D -110.0 +90 -110.0 +90 410.0 24 H&S C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 CG+2 CG+2 C6+2 C642�10 +2 C6+2 C8+2 C6+2 C6+2 JAMB 10 10 10 10 10 10 14 10 10 iD 10 10 10 I 10 10 1 1D 10 4 .GLASS TYPE. 7, 7A, 8, BA +90-110.0 +90 .110.0 +90 -11 D.0 +90-110.0 +90 -110.0 +DO -110.0 30 H&S C6+2 C642 C6+2 C6+2 C8+2 C6+2 C6+2 C6+2&&C C6El-0 C6+2 C6+2 C6+2 JAMB 10 10 10 14 10 10 10 10 1 ilo.11i Ecl+2 10 10 10 LASS TYPE - 7, 7A, 8, 8A +90 -110.0 +90 -110.0 +90 -110.0 -110.0 +90• -11 D.0 +90-110.0 36 H&S C6+2 C6+2 C6+2 •C6+2 C6+2• C6+2 C6+2 CS+2'C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 07+2 JAMB 10 10 10 10 1D 10 10 10 10 10 v IO_._jo 14 10 10 10 i0 10 GLASS TYPE -7, 7A B. BA +90 -110.0 +90 •110.0 +90 -110.0 +9D =110:0 +90-110.0 +90 -110.0 42 H&S C6+2 06+2 C6+2 CG+2 C6+2 C6+2 C6+2 C6+2 Cfi+2 Cfi+2 C6+2 C7+2 C6+2[tit C6+2 C6+2 C8+2. 10 10 10 10 10 10. 10 10 10 10 10 10 10 1D 1 10 1 12 u dr JAMB LASS TYPE - 7, 7A, 8, 8A +90 -11 D.0 +90 -110.0 +90-110.0 +9D -110.0 +90-110.0 +90 -110.0 48 g H&S C6+2 I C6+2 C6+3. 06+2 1 C6+2 CG+3 C6+2 C6+2 C7+3 C6+2 I C6+2 C7+3 C6+2 06+2 C8+3 C6+2 C6td JAW 10 14 1D , 1D 10 10 i0 10 10 10 10 12 10 10 12 1D 1 d� 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. z WHEN USING THE 21/2' SILL, POSITIVE DP IS 48.67 •PSF MAX. AND WITH THE 3 114' SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET, 3. 2112", 3 IW AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 110 SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOTREQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYJNG WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION Is NOT RATED FOR WATER INFILTRATION. 1. SEE SHEET 6 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. Y. DOOR SIZE TO COMPLY WITH FSC EGRESS REQUIREMENTS. DLO WIDTH - NOM. PANEL WIDTH . 7" DLO HEIGHT = NOM. PANEL HEI HT - 8.25" TABLE IA SILL -HT. VS POS. DP SILLJME HEIGHT (+) p LC XIGN AD FLUSH(- 1-1/2' A LOW!-2-112j+4& 7 PSF 3-1/4'0. FqFSET=NO3 1W12111 C I NO CHANGE THIS SHEET 0 A 1070TECMOLCGYMME wzvl0 J3 PE MIAMI DAOE CQ MENTS 1YWPOMIS, FL 34275 �A �/l PER MIAMI DADE COMMENTS P d aqx IM9 Arel(UMI"aFLJ6274 Nc cneMa mae: & 5m,9 HEAVY DUTY ASTRAGAL HEAVY DUTY STILES ALL INTERLOCKS TO BE REINFORCED 0 = EXAMPLE ON SHEET 5 (-r OH LENGTH IOVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 1 of OR GREATER SEE NOTE 3 CHART IES 770 H.P. ALUMIA 6 aan amt H.P. NTS 4 - 10 - S1141 PGT0005 I c euoal;cT pAvI&5p -lo I I4 B�owO �et1c a tv ONIN h^/L� 6� �.•Y�CET1Sz 'P �' = �'• No,687D5 it Lm_ a- %I o I�-bF :' �u: I,''Sf41qA1 A.LYA4Iu? LwP.E. P.E_M fim5 ANCHORAGE REQUIREMENTS NOTES. 1 • APPROVED ANCHOR TYPES; 1)114" ELCO UILTRACON (FORMERLY TAPCON) 2) l/4" ELCO SS4 CRETE-FLEX 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED 'IN TABLE 1 ON 9HEET4� HEAD & SILL ................ 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT I PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL {THE 8" ADDITIONAL ANCHORS 24" MAX. ON CENTER, SEE EXAMPLE ANCHORAGE PLAPIS BELOW AND EXAMPLE CLUSTERS AN ASTRAGAL I MTI= JAMBS .................•......• 6" MAX. FROM BOTTOM AND 21' MAX. O.C. UTILIZING JAMB ANCHOR QUANTITIES FROM TA LOCATEDBELOW CENTER OF PANEL I y"ANCHORS PER PANEL° ARE THOSE IN71rRLOCK AT THE "EAD AND SYLL BETWEEN 3-1i2" MAX, �triER11NE CLUSTERS OR THOSE BETWEEN A i CLUSTER AND A FRAME JAMB. o c 2.04" OBI" 1 f 8" MAX. L� 24' MAX. O.C. - EXAMPLE 0X0( ANCHORAGE PLAN: C8+3 HEAD 8s SILL ANCIiORAGI (3) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES 2 C8+3 = (35) ANCHORS TOTAL AT HEAD AND AT SILL 3 CB 3 CO 3 C8 3 5/16" ULTRACON 4) #12 STEEL SCREW (G5) INTERLOCK AND ASTRAGAL LOCATION, I CORNERANCHORS CAN BE INCLUDED). ass SHEET s. Z ON SHEET 4. SEE CLUSTER DET., SHi; 6 30 MAX• ASTRAGAL INTERIOR 4� e" MAX. O.C. CENTERLINE 1 0 0 0 0 - 0 1 0 0 0 1 - I 7" MAX. O.C. l 3 PANEL. kT-RACK EXAMPLE SHOWN) = (25)ANCHORS TOTAL I 4 IN WOOD SUBSTRATE - -EXTERIOR X ksX% K x x X X kkaX x x K N K f. x%%x N N K x K Y a X x W MAX. x q x x x K K x 108% x x x K x K x 21" (14) ANCHORS M1LX MAX O.C. PER JAMB (SEE K K K SHEET6 FOR x K CLUSTER O.C. 31 x K SPACING) K x K x x K K N Kit K x K *Kim k 6" MAX. . xxxx X Klxx —.� =" x 24"MAX N 0, 8" MAX., TYP. L C.L. ASTRAGAL 191 U2" MAX. EXAMPLE ©XXO ANCHORAGE PLAN: (4) PANEL, 4W x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR NO CHANGE THIS SHJtET '4 TECHNOMOOYDRIVE NOKONS, t3 3V75 P-O.80X 7529 N�tC0 FL 34274 S 2 & 4 IN WOOD SUBSTRATE HORAGE SPACING & EXAMPLE Pb fES 770 H.P. ALUMfNUM SGD - SMf t CpM' +kwi1@xs kp TdTS S w 10 PG7T]UQ5 rltoftLT Aff V LI6Ll mt aoqf4im slab 1be Resift X. I_lal oa'' 0�t o LYNN ,1t ""'to � �'t'•.•'JpEt�SF' .'Q K0.58705 IUJ stalat �jjF A. L�h�f� P.E.# 50705 I" MIN, E.-P. TYP. EXT. 114" MAX. SHIM EXTERIOR INTERIO ` (ALL VERT. SECTIONS) NOTE: i ALL DIMENSIONS SHOWN 4,Q51" ARE BASED ON MINIMUM ALLOWED, 2 1/16" O.C. MIN MIN 2x WOOD BUCK TYP., SEE` — O.C. ANCHOR.NOTE 3, SHT. 1 TYPICAL .IAMB CLUSTER FOR DETAILS "D" &'E" 3/8" MW. SEE CHART, SHT. 1 WOODANCHORTYP„SEE 1/4" MAX SHIM 1xWOOD ANCHOR NOTE; 2, SHT. 1 BUCK TYP., DETAIL 2-TRACK !-SCREEN FRAME: HEAD SEE ANCHOR WOOD INSTALLATION NOTE 3, SHT. 1 CONCRETE ANCHOR TYP., I"MIN. SEE ANCHOR E.D. TYP. 2 1116" O.C. NOTE 1, SHT. 1 EMS 1/4` MAX. SHIM 318" MIN. J u Tw Li I -*�2x WOOD BUCK TYP., SEE uANCHOR NOTE 3, SH'i . 1 OOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL B, 2 TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHORTYP., SEE 1 3/8" MIN. r ANCHOR NOTE 2, SHT.! 1!4" MAX• SHIM 114" MAX, (SEE ANCHOR NOTE 5, SHT. 1 ) r-XT. 21/16" 1°MIN O.C., TYP. E•D., TYP. DETAIL C. 2-TRACK FRAME SILL WOOD INSTALLATION 2x WOOD BUCK TYP., SEE ANCHOR NOTES, SHT. 1 WOODANCHOR TYP., SEE ANCHOR 1318,, MIN. NOTE 2, SHT: ! INT. 1 +?' SEE CHART, SHT,1 Mil '• ' 2Ill 6" O.C. ONCRETE ?fRA+w.K'ERA-MEJAMR TWINSTA& TI ON I EE CFIPR 1x WOOD BUCK TYP.,-- SEEANCHOR NOTE 3, SHT. 1 ~ i" MIN E.D., TYP. 2 1116' O.C. (: ELIlIN `•••2x WOOD BUCK TYP., SEE EXT• ANCHOR NOTE 3, SHT.1 DETAIL E. 2-TRACK FRAME JAMB CONCREI WOOD INSTALLATION SEEE ANCHC 1 c I NO cMNGE THIS SHEET 107.0TECHNMOGYDJWW 8 PER fAM1 DADE COMMENTS NW CUS, FL XM5 A PER 1 DADE COMMENTS8oX r5zs one ^ or• Ovfec NW(C4Mf9 FL N274 -------'ASTRAC3/1L OR -------------------- ASTRAGAL QR-- INTERLOCK ITT' INTE BLOCK 1 CENTERLINE i CENTERLINE 7"MIN. a. 7" MIN. 1.75"MIN. ---- I I I 2�44" o. I I _ Y ...f' 3.bV' MIN _ _ _ 3.50"_MIN. - 45TRAGAL 1 INTERLOCK 2-TRACK, ASTRAGAL / INTERLOCK 4CHOR CLUSTER 8 ANCHOR CLUSTER r------------ ---------------. ASTRAGAL GR --' � I fNT. INTERLOCK ! i CENTERLINE 7'MIN. � MIN, I I I I 2.44"{ I 4.Q51° I 2-TRACK. ASTRAGAL! INTERLOCK ANCHOR CLUSTER - 07 SHT. 1 21/16" O.C. en w4bamviod& 1 SEE CHART ,.�.' � •=, l: •.' SHT. E3(Tj � 114" MAX• ON SHIM ONCRETE ANCHOR TYP- SPE: ANCHOR N-O�T, 7, SHT. 1 DETAIL�f. 2=i FZ4C*F - I4MEi , EAD CONGR ,TEIINSTALLATION 114" MAX. 2 1116" O.C„ TYP, EE ANCHOR ITE 5, SHT. 1) ONCRETE � - art •x.. � �"�js: ;:."•,. `•`. �s;,:'.' ��?; - SEE CHART, 11 I LYNN y::• '"?•�'�. �;' .j5,; SHT.I ����,1 1�`��.•ENsfi. :••• �� ANCHORTYF.,' MOTE 1, SHT, ! SE CHART, ' Ncj. 56705 - DEiAILG 2-TRACKt`Ri117SiLL SHT.1 - - `-ONCRETE'INSTAL°U TEON .0 rA' '' s;AZE4� i11CHORAGE EXAMPLE CLUSTERS p N I PLOMIDFRIES 770 H.P. ALUM1NUMp SGD - SM1 '%c`,ss/ONAL � l" �Y A LYN�v &LW, P,E. 7T70H.A. Nrs B m 10 PGTpOp5 C REA 50705 PANEL•LETTER p� slr�te �® INTf=RLO1;K lOCKsrILE SINGLE A 1NTERLpCK LOCKSTILE D LRCKSTILE SINGLE INTERLOCK LOOKS17LE SINGLE INTERLOCK LSINGLE ASTRAGAL fooxcl T INTERLOCK CUT LR ASTRAGAL SINGLE fB Kom OUT 1N71 BLOCK NASTPAGAI. SINGLE . Istuuwrl IN INTERLOCK SNGLE ASTRAGAL IBOJPmI INTERLOCK IN SINGLE FIXED INTERLOCK LOCKS37LE FIXED S1NGL✓r LOCKS77LE W7ERLOCK TFIXED f6�CgVf1 Olfi LOCKSTILE T ASTRAGAL FIXED IN LOCKSTILE sFMED LOCKS77W ASTRAGAL IgoNoun CUT FIXED I AS77t4 LOGKSTILE �� few! 1N 4 INTERIOR (ALL PANEL TYPES) EXTERIOR .NOTE; REINFORCEMENT REQUIRED AT ALL INTERLOCKS, i0W0ar J.J a rw 10/1?/11 '14vi m. C NO CHANGE THIS SHEET .war S oeror 8?J29/10 & PER MMMI DAD,E COMMENTS �o�nTavet rvolcaatts, 1� DIDet xmftr& suc !1J•18 a PER M14MI DADS 00 ENPS P.O. BOT NOKOh}!S', I Emw aft a SM 08fam wa DETAIL W OR L% SHT, 8 i3 ANCHOR DET ILS'D' & ASTRAGAL DETAIL V, SHT. 6 -f EXTERIOR 191 11 " MAX. WIDTH — 4SEE FIXED 1"MAX PANEL CLIP D.L.O. —j DETAILSELOW WIDTH I NOTE: 1. MAXIMUM NOMINAL AIL V. SHT, 8 PANEL WIDTH FOR ALL PANEL CONFIGURATIONS EQUALS 48" DETAIL T, SHT 8 & ANCHOR DETAILS W, 'B' & 'F', SHT. 6 PANEL I PANEL PANEL PANEL f TYPE ! TYPE I. TYPE jI TYPE tRl �l L I 1 1131 III 1pj REINF.\ I SEE II NOTE ;I II REINF.� it I MAX 108" ' DLO. HAX. T. HT TYP. TYP' L SEE FRAME & s 0XX 2 TRAC1 PANEL CORNER CONSTRUCTION #8 X 1.OQ" DETAILS BELOW PH SM5 OPTIONAL] DETAIL'H', SHT. a & ANCHOR DETAILS 'C' & 'G', SHT, 6 #10 X 1.25" TEK SCI ekU8UC9' AEdE66$ Has- .�L . C.>ap�rootao �mr d f L #10 X 1.50" PH SMS PANEL CORNER FR NME CORNER FIXED PANEL DETAIL CLIP DETAIL DETAIL -- HEAD SHOWN, NOTES: 1. SEE THIS SHEET FOR APPLICABLE TO SILL INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL .� � 4YNN 8 q, +`pN'1GEN'... �•F1' ;, PANEL WIDTH = 48 . 13EE ANCHORAGE DETAILS. SHT, 8 FOR SECTION DETAILS AND SHTS. 4-6'FOR 2. MAX. DLO WIDTH= 41" MAX MAX. DLO HEIGHT=97 7/8"MAX. - ;' No.59705 3. (1) LOCK (ITEMS 75 & 01-110) AT EACH LOCKSTILE, LOCKING INTO KEEPERcr = (ITEM 103) AT FRAME JAMS OR ASTRAGAL. '•: �L Ij 03.MM P NFL TYPES /EXAMPLE ELEVATOVS Io :: .c; ' . Ftba o • ' �a��' RIES no H.P. ALUMINUM SGD - SMI 2Ts 'SI0NAL- Isn L W74 ® o," 0. Ly t(11&� N P.E. � gzt a""ft^h +der 9Gb NP. N7S 7 d 10 1 PG'=05 C RE668706 ALL REINFORCED INTERLOCK DETAIL 'J' DETAIL IN'SCREEN AT HEAD FIXED PANEL GLIP TAIL, THIS SHEET SAT MIDSPAN DETAIL W (FrAED PANEL) DETAIL'O' SCREEN AT SILL SILL RISERS OPTIONS VEXTERIOR IN ERIOR[� (SEE D.A. LIMIT TABLE 1A, SHEtl'4) (ALL VERT. SECTIONS) 23 21 1a 2.955" 3.306" 1.587° —A lq4 FLUSH BOX SILL RISER LM BOX SILL RISER 18 1,sar FLUSH FLAT SILL RISER 20 2.655" LOW FLAT SILL RISER MEDIUM BOX SILL RISEN:! 22 3.305" 1 MEDIUM •FIAT SILL•RISER INTERIOR (ALL HORIZ SECTIONS) 10, EXTERIOR AT_ JAM$ DETAIL'L' .069 FIXED PANEL CLIP REQ'D AT TOP (HEAD) & BOTTOM (SILL) OF FIXED 'n' PANELS. SEE SECTION'J' THIS SHT. 8 FIXED PANEL. CLIP DETAIL ON SHT. 7 97 Pal MAX. DETAIL T 01.0 TY.P. DETAIL'H' NO CHANGE THIS SHEET PER NOW DADECOMMFW,,5 1070TEC �OLFLa9a251vE V RTICAL & HORIZONTAL SECTION DETAILS PER MfAmi aADEcoMME Po.Box,s28 S RIES 770 H.P. ALUMINUM SGD - SMI1 b10KtlM18, FL34274 juir.sure shoer p*-w l R r sw 7ohp. lffs 8 a 10 PGT0005 C ASTRAGAL DETAIL ,M' rvo"L-r xsvmmlp aw toroybm WM tka lath eQ+am¢c .Ir LxK.N NS i" •Q SS TE �� • E A. LY�fh'AlUWR, P.E P.i:.f1 M5 ITEM PGT Dwg. it PGT 1X DescriptEon 1 17305 017306 2-TRACK HEAD 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 5 17314 617314 FRAME SCREW COVER 6 17317 ' 617317 FRAME HEADIJAMB ADD -ON 7 173D4 617304 617301 2 TRACK SILL 2-TRACKSILL WITH.SCREEN RAIL 6 17301 14 173D5 617305 2-TRACK JAMB is 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 18 17322 817322 SILL RISER -0 19 17310 617319 SILL RISER-0 HOLLOW 20 17321 617321 . SILL RISER -LOW FLAT 21 17318 617318. SILL RISER -LOW HOLLOW 22 17355 617355 SILLRISER- MEDFLAT 23_ 17354 $17354 SILL RISER -MEDHOLLOW 24 17320 817320 SILL RISER - HIGH HOLLOW 25 17323 617323 SILL RISER - HIGH FLAT 40 4319 61225E SCREEN SIDE RAIL - LOCKSTILE 41 7LOCKINGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 66152 SCREEN INTERLOCK ADAPTER 44 442e 64428 SCREEN DOUBLE INTERLOCK 45 4317 612255 ISCREEN TOP RAIL 46 4318 512257 SCREEN BOTTOM RAIL 47 668 MAW STANDARD ROLLER 48 668 75RAX STANDARD ROLLER - ST. STL. 49 4344 64344 SCREEN ASTRAGAL 5o 17349 617349 OXD SCREEN ASTRAGAL ADAPTER 51 1682 61692 SCREEN SPLINE -.lee 52 1054 81694 SCREEN SPLINE -.160 53 - 6181SC20 SCREEN CLOTH 54 1726 112" x 4" x 1116" SITTING BLOCK 55 1728 1" X 4" X 1/1$" SITTING BLOCK 206 GLASS 7118 LAM17T PVB 207 GLASS 9/16 LAMI T-T PVS 214 GLASS LAMIIG3/15T-7116LAMIT-TPVB 216 GLASS • LAMI IG 114T- 7/16LAML T T PVB NOTE: ALL ALUMINUM = 6063-T6 ITEM PGT Dwg. # PGT, # Description 61 17326 617326 1PANELSTILE (HEAVY DUTY) 62 17327 617327 IINTERLOCK ADAPTOR 63 2225 6TP248 VINYL BULB WSTP. - THIN (INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 1732B 617328 INTERLOCK SCREW COVER 66 17346 617346 INTERLOCK ALUM REINF. 68 17339 617339 • HEAVY DUTY ASTRAGAL 69 17324 817324 TOP & -BOTTOM RAIL 70 17360 417360 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1595 71695 1 112" X 1" X 314" HIGH FIN SEAL DUST PLUGS 72 81$3 781= TANDEM ST. STL ROLLER ASSY, 73 8153 78153N TANDEM NYLON ROL•LERASSY. 74 SIUCCNE DDw aw OR 995 75 Dies 78185X GEMINI MORTICE LOCK W/I.ONG TRIM PLATE (3-PLY) 7a 1 71032X1FPF 410-32 X 1" FL SS SCREW W1 TYPE "F" TIP 77 7103239 110.32 STEEL 23NC U-NUT 79 17367 8117357 1" IG BEAD HORIZONTAL 80 17389 617369 7116 BEAD HOR®CNTAL 81 173s0 617380 9116 BEAD HORIZONTAL 62 1224 6TP247K VINYL BULB WEATHERSTRIP 83 IGTAPE 112"X 1f18" SINGLE SIDE ADHESIVE TAPE FOR iG DEAD 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 72097 14AMB BUMPER 102 1696 71M I DUST PLUG 103 BIB$ 751BBX 1" KEEPER 104 653 7SDKEEP ISCREEN LOCK KEEPER 105 17344 617344 1 FD(ED PANEL CLIP - 6° LONG 10e 17352 617352 EXTERIOR FIXED PANEL RETAINER 107 . 173D 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURN 108 174D 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 100 17$1 781625N HANDLE Krr- RECESSED INTERIOR WITH THUMB TURN 110 1732 70178 HANDLE KIT -RECESSED EXTERIOR PULL 111 710)34PP5 #10X314"PH. PIJ TEK -S.S_ 112 1235 67S76 JWSTIP..270X.170-FINSEAL 113 1712 54086 1,187 X.230 FINSEAL 114 710X115PPX #10X 1 112" 115 7107ttPPT 410X 1" 118 720XIX #14-20 X1° ST STL 117 720X112X 914-20 X 1.b" ST. STL 121 17353 "0" PANEL BRACKET 122 #10 x 1-1W TEK SCREW NO CHANGE THIS SHEET' f o7o TEclnvocO� r aRIVE P MIAMI DADE COMUEN7S NOKOMIS, FL VVY PE .MMM1 DADE COMMENTS P.O. Box fm W. NOWMf& FL3W4 770 H.P. ALUMINUM SGD - H.P. I NTS 1 9 - 10 I P4570005 rw"wc"f 0%Mass ® aDvoylne Witt, 0.0 ON" T x;ag4 Cod* haupftsm PI S r+lrrrr�. 1.YNN -' .,--...1,;7�r 1CCNGS ^ No, 58706 . �A FZOR1q? NALy�` F'? A LYNAlI�1��R 0 REAS6705 --� 1.303" 1.OMY 0.83" 20.70.718" �1 I 0.0679" 025" Q,752" " 0.290" 0.062" 0.062 0.050" ¢ 0.757" 0.264" J 0.080" INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE.) GLAZING BEAD I.G. (6) MAT'L. 6063-T6 (5) MATL; 6063-T6 (78) MAT'L: 6083-T6 SILL TRACK (79)MATL 6063-TO FIXED PANEL CLIP (11)L: 6063 T6 (105)MATL: 6063-T6 - 4.125" 6.190, ` 4.49" r• O.Ofi2" T Q4" 2 I° 1.505" F �Tl 0.081" I 3125• 2-1t2ACK HEAl3A WI SCREEN TRACK 0,080" 2-TRACK SILL TOPlBOTTOM BOTTOM RAIL {2) MATL: 6063-TS 0.232" (7) MATL: 6063-T6 (69) MATL: 6063.979° 4" I 1A467" 6.221" 'UH 01076, 0.052. 1 0.133"�7 71,646° FLUSH FLAT SILL FIBER - U__� 1.6 ���� 71v1 (18)MATL: 6063-T6 r, _ I 3.126" 0.261" ---• �+ HEAVY DUTY STILE )i VY DUTY ASTRAGAL (61) MAT'L: 605346 (fib) MATL: 6063-T6 1.654" TFI1.211"0.080" 1.2 081" - 2-TRACK HEAD 0.250" (1 MArL'. 606346 REINFORCEMENT 0.750" (66) MATL: 606 -T6 -• ( r+- 0.750" (PANEL LENGTH - 9') !62" 0.062" 0.750" 4.056" 0.062" 3.305" " 1.672" 0 062" 1.019" SCREEN STILE (40) MATL: 6053-T6 � �--• 1.045" 1, 54" 0.062' ms--• E0.1 SCREEN TOP RAIL f (45) MATL: 6063-T6 1.993" 01 2.555 0.062" HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SELL RISER FL.US __ 24 MATL: 6063-T6 (23) MATL: 6063-T6 (211 MATL: 6063-TG !1EE 0.906" 1.567" 0.062" N0 CHANGE THIS SHEET 1070 7ECHN0L0GYDR1vE DER MIAMI LADE COMMENTS NCKOMIS, FL $421.5 PER M1AY PAVE COMMENTS P.O. sox wo R_ T ww ---NOKOANS. FL 34214 8" 1.505" 2-T_RACK.JAMB i (14)MATL: 606346 2-TRACK SILL W1 SCREEN TRACK (6) MAT'L: 6063-T6 0.062" 0.709' 1.888" 0.080" 62"L0.5f FIXED PAM1�EL RETAIN_ E T5" 1.739" (106) MATT : 6063•76 INTERLOCK (62) MATL: 6063-T6 0.232, 32' ( �-- 0.232" 0.232" 3.955" 3.205' 55" 0.062" -- ir"-- 0.05?--�i-"- RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER 33-T6 (22) MAIL: 6063 T6 25 MATL: 6063-T6 I H.P. ALUMINUM SGD - SMI ran sn.oe o�,rtpH" errs 1f1 d 90 PGTDO06 2-TRACK JAMB W1 SCREEN TRACK (15) MATL: 6003-TS j?b&m UCT iwvuR® xRz� toe asp 0 @aplyd6�a � -y{ LYNIV �� '��' ••'L\GENSE•' ��P Na.55705 A: .nf SYA OF S��DNA'%' .k LYNN i R. P.E. P,E.# 5a705