Loading...
HomeMy WebLinkAboutWendy's 200701080 D E R AI 1 N C IZ B O I I I 0 Ni r_ y I December 1 , 2000 J. Whitaker Joe Cicio Building Insi ector/ Plan Review St. Lucy Cot my Public Works Dept. 2300 Virgini Fort Pierce, L 34982-5652 Re: We y's Restaurant Whi 3 City, FL Dear Mr ARCHITECT INC. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, It has been I rought to my attention that you have expressed some concerns regarding the hood mounting height and tl e omission of an exhaust hood cleanout for the above referenced project. Please be advised the installed Tiounting height of 64 Y8 inches is acceptable and within our expected tolerances. In addition, the ornissior of the exhaust duct cleanout door as shown on elevation D of page 11 B of the construction documents c iould not be a problem, provided access to all portions of the duct can be gained either through the I nderside of the hood and exhaust fan installed on the roof. I have reviewed this detail and it does appeal that all portions of the duct are accessible , therefore, I have no issues with this change provided the overall installation is in compliance with all state and local codes and meets with your approval. If4haveditional questions or concerns, please contact me at your earliest possible convenience. `gR �,/krZkllteC� ST LUCIE COUNTY BUII,DING DIVISION REVIEWED FOR CONIPLIANCE REVIEWED BY CC: Patil DATE Meek PLANS AND PERMIT MUST BE KEPT ONJOB OR NO INSPECTION WILL BE MADE, 4111 EXECUTIVE PARKWAY, SUITE 303 WESTERVILLE, OHIO 43081 614.794.7320 0 877.794.7320 fax 614,794.7327 e-mail architecture@ryoder.com EZE 1 NAC S & ssociates, Inc. CONSULTING STRUC URAL ENGINEERS 5640 Frantz Road TO Ohio 43017 • 614-766-0066 • FAX 614-766-1223 Fell Bfil. , 1:7-•-Njfezi WE ARE SE LETTER OF TRANSMITTAL DATE , / y��� JOB NO. ATTENTION RE: 9 YOUXAttached CI Under separate cover via irawings ❑ Prints ❑ Plans of letter ❑ Change order ❑ ❑ Samples the following items: ❑ Specifications THESE ARE TM LNSMITTED as checked below: ❑ For E pproval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ Forlouruse ❑ Approved as noted ❑ Submit — copies for distribution ❑ As r quested ❑ Returned for corrections ❑ Return corrected prints ❑ For r view and comment ❑ _ ❑ FO BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: COPYro: SIGNED:d17' ff enclosures are not as noted, kindly notify us at once. JOB NO. 4Z� )EZERINAC SECTION � GEERS PAGE NO. P& Associates, Inc. 8V 0-r/— DATE /2 l7 �bI7 k rV. r €F a �'�� Zy I (V 10, 12!06/2000 16:00 5614684855 TIMBERGATE BUILDERS oor-pq-pq II9:40P@ From PAGE 0s T-244 P.02/02 F-410 F R 30 DAY TtrupO1MItY PAWeR R uwE IPAsas St. Willis County COMM. Devel. Dept. Coft CampNnail Division ..�_,.� Fort P� Pl. 34982 PaRrrt�lY C! � Ph. (1i11) M@-21NIE Fort ( art, 1A1) 4t��`D IFRe1MlRtry i f � ASQ ze&s THIS UNpE I*NED 1411REEY REO4[ET RE4EI►>fE OP 6LEQTRICAL Pt7VYER TO THE ARO RIIIES3 FROtAERTY, FOR A PERIOC MOTTO EXOEEO THIRTY (>IO) DAYS, FOR N PURPO S OF TESTINai DYWIMMIS AND RQUIP11AENT IN PRRPARA- TION FOR L. INSPECTION. IN CONSIDERATION OF APPROVAI. OF THIS RSQvw HIIR=Y ACKNOWLED�3E AND AGREE AS FO1.1.O"* 1. uy Power ta"61Fe in; I quill sled iar Me above stated puM*" or*.' d than Will be no aaaupsocy of wvy type, other than lhat per.., o�thifIA Dv ufnfdnt , Ce hKOW apnea to abide by ON seems and no at Pilo eprommom , WWudlnp lWo tp DNiella Po11ty, which Is Ix1+Mn by rohnrnos 31. Itierll and nquinmM:a Noted In the ptlaGred aooumm" entitled "R to for ,)p any Poawar for Teednp" here been fu mm end the e ie really ter oomptiensu lmvpeemn. We her" ace end tlpr" w hold harmless, SL Ludt county. and their snolayiee from all No send elatms of any type or noWre which may ease mule or in the out 0 Rhta nsaoNart. includlnp any damapea whIoM m be Incurred d the d of staarlmM power in the grant of vieletl th . I+.... ! i r .ill rr.rtp.� .04 IJI:Fid � 0`7o�n8 PUrLIC WORIC:S DEPARTMENT MEIMOIR.ANDUM TO: Linda Buchanan, Administrative Secretary FROM Ray Wazny, Public Works Director /xI_ DATE Please RLW/sm cc: i Wendy's December 27, 2000 are the as -built drawings for Wendy's . these as a completed project. it Community Development Director Supervisor )mpliance Manager g Manager Engineer 7777� DUNKELBERGER ENGINEERING & TESTING, INC. Geotechnical • Materials Testing/Inspection • Environmental Holly Hoover, P. June �6 2000 175 South Sewel 's Point Road Project No. 00-11-843 Stuart, Florida 3 996 Subject: Get ethnical Services Hy raulic Conductivity Evaluation Pr osed Wendy's W to City, Florida Dear Ms. Hoove : Dunkelberger E ineering & Testing, Inc. (DET) has conducted two (2) borehole permeability tests at the refert iced site to evaluate the hydraulic "conductivity characteristics of the upper 5 to 6 feet of the soil rofile components. The locations of the tests were select d based upon boring locations shown in Universal Engineering Sciences' Boring Location Plan, ,dated April 25, 2000, received from y u via facsimile. DET arbitrarily numbered the test sites as BHP-1 for the southernmost sit (adjacent to Universal's E-1 location), and BHP-2 for the northernmost site (adjacent to Uni rsal's B-4 location). The permeabilib tests were conducted in 4-inch diameter by 5 to 6-foot deep boreholes whose sidewalls were s abilized with a 2-inch diameter partially perforated well screen and 6/20 silica sand. Usual en hole;constant head test methodology was utilized for the hydraulic conductivity deti rmination. The measured depths to the water table on June 14, 2000 were 5.4 feet and 1.8 feet below the existing ground surface for BHP-1 and BHP-2, respectively. These levels were me ed during an extended dry season, and are therefore relatively low. The water table will rise ii response to seasonal wet weather. Results of the testsare presented on the attached sheets i long with the pertinent stratigraphic conditions existing at the site. Review of the test results ow the hydraulic conductivities of the profile components to be 0.81 x 10-4 cubic feet per se and per square foot per foot head (cfs/sf-ft) and 1.38 x 10; cfsisf- r for BHP-1 and BHP-2, resp ctively. During a June 8 2000 site reconnaissance, the project site was covered with sandy fill material that contained altered pieces of construction debris including PVC pipe, bricks, and other miscellaneous d bris. The eastern portion of the site was several feet below the remainder of the site grade, and c ntained standing water and- "cattails". Soils found in the borings included sand with organic mal ter at random and various depths. The impacts of these debris fills and organic soils must be co sidered for building foundation and roadway pavement design and construction. The upper aboui 2 feet of soils within the stormwater retention area consisted of sand with roots and wood chips, and appeared to be a deposit of site strippings. 1545 Donna Road • West Palm Beach, Florida 33409 . Phone: (561) 689-4299 • Fax: (561) 689-5955 E-mail detwpb@bellsouth.net State of Florida Board of.Professional Engineers Authonzatwn No. 6870" -; Holly Wet any c Very ioover, P.E. Page "2 No. 00-11-843 In of the dry pond will be enhanced by removing the deposit of strippings and underlying sands, and replacing the excavated volume with reasonably well -graded, free -draining with less than 3% passing the US No. 200 sieve. Design of exfiltration trench and dry m areas should carefully consider the efficiency loss that results from mounded water table conditions adjacent to the trench and/or pond areas as discharge occurs. 0Oo st that the informafio provided in this letter is clear and understandable. Should it require rificafionor amplific Lion, however, please contact us. my yours, DUN LBERGER ENGINEERING & TESTING, INC. ICg:�iri . rlubrv, P.E. Seme Geotechnical-Engine t Florid Registration No. 381 5` r'p-Llo-: t9O 7l9rpt. cc: Addressee (2) Attac ent: Field Permeability Test Results Craig E. Dunkelberger, P.E. Vice President FL Registration No. 49932 U UA DUNKELBERGER ENGINEERING & TESTING, INC. FIELD PERMEABILITY TEST 1y , ;,. Project N / Number: Proposed Wendy's 00-11-719 TEST NUMBER: BHP-1 TEST LOCATION: Proximate to E-1 SUBSURFACE PROFILE Depth feet Soil Description pGra -brown SAND with silt and roots SP-SLi t brown to - een fine SANBlack or anic SAND TLi t brown fine SAND SPDepth: 5.4 feet below ground surface d Maintained at: 0.5 feet above ground surface w PERMEABILITY RESULTS Uncased (U) or Cased (C): Casing Depth (ft): Casing Stick-up (ft): Perforated length (ft): C 4-inch 5.8 0.7 3.0 Constant Head Falling Head UStart. Stop(galleons)Start VolumUsed StopDro Ft 1170 sec. I5.0 - - *K, Hydraulic Conductivity (CFS/Ft2 - Ft Head) 11 0.81 x 104 *(Reference: Equations in SFWMD Permit Information Manual, Volume IV) Page 1 of 2 UL6T DUNKELBERGER ENGINEERING& TESTING, INC. 00-11-7 H Depth feet Soil Description 0.0 —1.8 Gray -brown fine SAND with organic matter (roots and wood chi s 1.8 — 2.5 Gray —green SAND with clay SC 2.5 — 4.8 Dark brown SAND, some silt SP-SM) Water Table Depth: 1.8 feet below ground surface Constant Head Maintained at: 1.0 feet above ground surface Uncased (U) or Cased (C): Casing Depth (ft): Casing Stick-up (ft): Perforated length (ft): C 4-inch 4.8 1.2 3.0 Constant Head Falling Head F7 F__ Start Stop Volume Used allons Start Stop Dro t 0 sec. 1100 sec. 15.0 j- *K, Hydraulic Conductivity (CFS/Ft2 - Ft Head) *(Reference: Equations in SFWMD Permit Information Manual, Volume IV) Page 2 of 2 FILE COPY, EL. D ,&A) FEZ �cceP . A 3 EL. -Y4„ EL. -5�4 i , PPI P6LJN FREEZER I5L.AB AREA UNEXGAVATED SLAB ELEVATIOt 4" GONGRETE SLAB il �1&xb - WI.4xWI.4 VJWF. OVER. 6 MIL. VAPORBARRiIER C VER 4" GRANULAR FIL� 18"W x16"D GONG. FOOTING � /�i// i L--------------� TNEIE PMAND AI' ARIIUBJECTTOAN' r, REQUIREDBYFlEM':` ;S I FREEZER FOUNDATION DETAIL ..,I LBl U N ci NT LP � DRAINAGE EASEMENT _ } 3 O W LOADING 61 e 20' 5 I. m Ir w I 4 R O w w M N clii ® 9 iI a 30 Co ,I O CO O z ❑ EA acoo CO 12'R O J Ir r CO. �-,YLW © -•' conoo IZ = 4'R ® ICS l3 Face of Oi j=O F ycc.q"t.onIA'11�D�i�+ iv lYY` 20' 16.00' _N — 50.72' 16.00'-20.0 10,00' 24.3 - --94.9 rn E2000 BLDG (HEIGHT = 16') oo © CBS FON CONSTRUCTION Fff o C 4'R OLP ? SC I 6"YLW ®1 w- O PUWI a PUM12 , s 14•R } a O f' O m 12 R • CO I 45'F— Of c�i�L o 0 � ♦ 4"YLW p ¢� m m ` DBL 6"WHITE LP 014 O 3.5'R \ 9s� ` \ 4.5'R Oao RPZ� OBF _ E,3 Q 1 SETBACK LANDSCAPE \ LP BUFFER 04 L° J ?. jai,..` xtail..'.a 's: a:;� O{e '�,•�' ,•,, IVW 000'00 "E 275. 81 ' ,t rt S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division PAYMENT R E C E I P T ---------------- ------------------------------------------------------------ TRANSACTION ER: 01131084 TRANSACTION DATE: 06 OCT 2000 PERMIT NUMBER: 20070108 PERMIT TYPE: BUILDING COMMERCIAL PERMIT JOB DESC: WENDY'S FAST FOOD RESTAURANT JOB ADDR: 4900 US 1 S (44785) PARCEL NUMBER: 3403-502-0043-000/0 FCC DESC: *STORES &CUSTOMER SERVICES (327 ) AlPLICANT: ROBERT ALLEN MCCREARY F E E S C O L L E C T E D FEE CODE DESCRIPTION --- ---- -------------------------------- REVIS REVISION TO PLANS AMOUNT PAID: FEE WAIVED: CHECK NBR: 2797 PAID BY: TIMB GATE BUILDERS MEMO: JS AMOUNT --------------- 25.00 25.00 0 l l ` AIR CONOM VIG CONTIM17TlORS OF easaeu�• ; 171E ING Fgl0AVENUE.NW �� WASli1NCxTON 2000g 20N49&S3?0 • 202f58&1277 Ax Cnmlulag Conautgy d Nnetlra Y FORM N-1 • COMMERCIAL LOAD CALCULATIONS (ROOM, ZONE or BLOCK LOAD) For: Na p Phone clty State Zip _ Phonp�,_ 1. DESIG Y CONDITIONS (COOLING) (Time of D -� P �_) (Daily Ranyp B .S r tLatltude—_2L, a) Inside d :1 5 RH r, b) Outside db ri 0 wb l Grams Outside db 9 3 p,m, 2�`+ r-) minus time of day correollons % _. r-) minus Inside drybulb__�_ _ = a TD. 2, SOLAF RADIATION HEAT GAIN THROUGH GLASS COOLING LOAD Exp ure S Shading andfor Samuels Notes 4• Ft• Solar Factor Glass Factor C?.. x . :s.z ...... x..... `AY....x ...:,. _ .3gy5... x............ x ......... _ x............x .,,,,,.I.I. ....I..... . x. .......x :: = 3. TRANSMISSION GAINS Equivalent or Glass Expcaaure /J Sq. Ft. U Factor tlh Temp Ditl ... ...O .X .. .. ..... x.. X x ... I Walls ' rsb 1 : r z .. x �L19b 1. .-. ,� X Doors N, Q ( , x ... � ... _ , .. Partitions ... ...... z.. X. ... x X ........... -_ ..... . -Fj44r8- X.. x .. - _ ...... . . i goof a-R (Q z . c cY:� x ... - RA Ceiling .. , .. , ........X ,X ............ .. ��� X % ........... - .. a ... ' Use le 9a to determine the Temperature Oifbremee Aeress a fietmn Air Ceuing 4, INTERN NIL HEAT GAIN a. OCCUPal is Number Sensible Latent �1.�. x �7S _ ... `i: . It ... -air, .. x 1 b. Lights & Others Watts . NOTE: Use eg% Df Incandescent Lights .: , I Q!S.� d X 3.,t installed watts f r Flourescent Lights , $ I:IP.. X a : a O (, :1: $ �' lights in return air ceitinr, L N. P.H,P. stuh Factor Factor B Mot rS ...... x. , .. x.... . v. .. .. X.; X..... . OF Apill cud . .3 5 I.L,y,. s�pA_ Let usage, 1, ' CJ' ::.: X. zL d c+tne Ga41�i .� x..... 'This lorm 008 00e -0 be used with ACCA Manual N Page I Subtotal £0r10-d LOLp Lz:TT .y bt-L0 000c, 496£99LbT9 01 Latent : WON-4 Sensible IeL� nt Notal co (,.a. S� Q, 7S'D 5.INFI I TRATION I � !'f f0min . ...X db Temp Dill. . X III fi3fmin CYI .% Grains Dlff. ... .xb.66 d V 6. SUB OTAL COOLING LOAD FOR SPACE (, 7, SUP LY DUCT HEAT GAA IN Gain factor ... - ..., 0. - ... X Une 6 Sensible Gain...... ... - . 56 (OC 8. ROO , ZONE OR BLOCK, DESIGN LOAD Add duct gain (t) to Subtotal (6) Use this load to estimate the cooling CFM 737r� Cooling CFM 1tLIna fl Sensible) (Supply �,0) � 0 s' .....1.��.Jt'�.tt4............. «(1.1 z..... .�....a �....,.... 9. VEN ILATION NOTE: For return air ceilings ab difference = (outdoor db -plenum db) f13/min db tamp -......X �5 ..`` LL� .....X Diff...l 1.1.�/� fPlmin Grains Diff... y ?......X0,0A .I gn G/ � I A ... ....X •' al ! . 10. RETL RN AIR LOAD FROM LIGHTING AND ROOF NOTE: add 4 1% of the installed incandescent Lights ................ X3.4 = 1 t )........ . watts for Llgi its recessed In a Flouresoill Lights .................. X4.1 = (t )..... , . , . return air oaf Ing. (Roof Load) NOT@: Use U value A ETD Sq. Ft. U Facior ETD, for mof with iocailfrig. ......... x ....... , . % ........ (t 1... ... '(ETD correction based on plenum temperature.) NOTE: Subtr of the ceiling load, refer to No. 3. Ceiling Load Credit ................. ........ , 11. RETI. RN DUCT HEAT GAIN Gain factor ............. X line A Sensible Gain............. 12. TOT LOADS ON EQUIPMENT (Btuh) �.5�/ .�'o`( POW7 13, DESI N CONDITIONS (HEATING) Inside db. (.)minus Outside db. o Difference. 14. TRM SMISSION LOSSES HEATING LOAD db Twp •— -Load — kotes Windows S �S- x....,-.-. x .,..�$... _ x............ x .... �53 .... - .. .. . Walls .:` N .. 1 i x ..r x .a ... _ .� is. x..... •a?( x .... �d.... _ 3l1. . .. 3. LC x .. 7 4 x.....c71 ,.x ....a Doors ..... b x ......471,.. x ... ...... x.....x ....o2a.... _ ......(.fl Partitions .... ".. ......... x ........ x ........... _ Floors ......... x ........ :... X ... - ....... - R401 :.3119 ......... x ...... PX ... x .... - .`2rff- RpotiCelling _ :....... x ..:......... X ........... 15. INFIL RATION / X db Tamp Diff ..... ?7 i .... x 1.1 T (O ,, ^6. SUB Ter L; EA"!•r.P!T r nfi41 FOR 1;Pq C11 .v ar• 'Gvti.•.iiTl +a•a4LVr�la.'+o c.es c.-T• "• 17. SUPPLY DUCT HEAT LOSS Loss factor ..... s. D,^�.... X Line 16 Sensible Gain ........ . . ... zi 18. VENT LATION p ftt/min... ..Q S r a l %00) X db Tamp biH .. x 1.1 = 16. HUMI 1FICATION LOAD InsidaRH(Desired. , - . )(Max• . • - • ,) fNhntn .......... tW X Btumr .............. _ afar) ga ay ........ X Ilelrt It 3/min ........ + 100 = ....... . �wrr 20. RETU N DUCT HEAT LOST; two( ....:. - - ... X Line 18 Loss ....: . _ 7s 21. TOTAL HEATING LOAD ON EQUIPMENT(Btuh) �eiEO d e tr ez : T i bT -z•e - eaxaz ,�..00,___ .. Whole Building ENE S Method for Commercial Buildings EFFICIENCY CODE FOR BUILDING CONSTRUCTION rida Department of Community Affairs FLA/COM-94 Version 2.1A 's 2000_ City, Fla Form 40OA-94 PERMITTING OFFICE: ST. LUCIE COUNTY CLIMATE ZONE: 6 OWNER: We dy's PERMIT NO: AGENT: JURISDICTION JURISDICTION NO:_661000 BUILDING TYPE: Restaurant > 100 People CONSTRUCTION CO ITION: New construction DESIGN COMPLETI N: Finished Building CONDITIONED FLO R AREA: 2910 NUMBER OF ZONES: 1 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 15 COMPLIANCE CALL LATION: METHOD A DESIGN CRITERIA RESULT A. WHOLE BUILDI G 65.05 100.00 PASSES PRESCRIPTIVE RE UIREMENTS: LIGHTING EXTERIOR LIG TING 0.00 225.00 PASSES LIGHTING CON OL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUI MENT 1. EER 9.90 8.50 PASSES IPLV 11.00 7.50 PASSES HEATING EQUIPMENT N/A 1. Et 0.99 AIR DISTRIB ION SYSTEM INSULATION LEVEL 1. With In ulated Roof 6.90 6.00 PASSES WATER HEATING E UIPMENT 1. EF 0.99 0.86 PASSES PIPING INSULLTION REQUIREMENTS 1. Non-Cir ulating 1.00 1.00 PASSES ---------------------------------------------------------------------------- COMPLIANCE CERT FICATION: I hereby certif that the plans and Review of the plans and specifica- specif-ications overed by this, calcu- tions covered by this calculation lotion are in c Florida Energy 1'a ce th the nc e. indicates compliance with the Florida Energy Efficiency Code. nn�^*�� - • Before construction is completed ereby cert compliance _'Efficiency co OWNER/AGENT:_ DATE that this building is th the Florida Energy this building will be inspected for compliance in accordance with Section 553.908, Florida Statutes. BUILDING OFFICIAL: DATE: I hereby certify(*) that the system design is in compliance with the Florida Energy Efficien Code. SYSIEM DESIGNER REGISTRATION/STATE ARCHITECT :— MECHANICAL: — PLUMBING :— ELECTRICAL: — LIGHTING (*) Signature ic required where Florida law requires design to be performed by registered d sign professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. i E r - 401.--- Etilevatii North South East. West 402.--- North South East West 403.--- Elevatic North South East West '404.---- TYPe 1" Wood 405.---- Type Slab on Inf 40.7.--- 1. Air 408.--- 1. Ele 409.--- 410.--- AHU BUILDING INFORMATION COMPLIANCE CHECK --GLAZING--ZONE 1------------------------------------------------ v- i Type U SC VLT Shading Area(Sgft) ---------------- ---- ---- ---- -------------- Commercial .56 .65 0 None ---------- 6 Commercial .56 .65 0 None 156 Commercial .56 .65 0 None 90 Commercial .56 .65 0 None 132 Total Glass Area in Zone 1 = 383 Total Glass Area = 383 --WALLS--ZONE 1------------------------------------------------ --- Type U Added R Gross(Sgft) --------------------------------- ------------ Frame Wall + 3" InS. 0.081 3 ---- --- 408' Frame Wall + 3" InS. 0.081 3 408 Frame Wall + 3" InS. 0.081 3 816 Frame Wall + 3" InS. 0.081 3 816 Total Wall Area in Zone 1 = 2448 Total Gross Wall Area = 2448 --DOORS--ZONE 1'------------------------------------------------- --- Type U Area(Sgft) ------------------------------------------- ----- 1-3/4 Wood Door -Panel with 1-1/8" panel 0.39 21 1-3/4 Wood Door -Panel with 1-1/8" panel 0.39 0 1-3/4 Wood Door -Panel with 1-1/8" panel 0.39 21 1-3/4 Wood Door -Panel with 1-1/8" panel 0.39 21 Total Door Area in Zone 1 = 63 Total Door Area = 63 --ROOFS--ZONE 1------------------------------------------------ --- Color U Added R Area(Sgft) ---------------------------- ------ ------------ uith 2" Insulation_ Medium 0.109 19 ----- 2910 Total Roof Area in Zone 1 = 2910 Total Roof Area = 2910 --FLOORS-ZONE 1----------------------------------------------- --- R Area(Sgft) ----------------------------------------------- 3rade/Insulated 1 --------- 2910 Total Floor Area in Zone 1 = 2910 Total Floor Area = 2910 --INFILTRATION----- --------------------------------------- --- CHECK ltration Criteria in 406.1.ABC.1 have been met. I --COOLING SYSTEMS----------------------------------------------- --- No Efficiency IPLV Tons ------------------------ ------------- ----- - Cooled ( >= 65,000 Btu/h 2 9.9 11 15.00 --HEATING SYSTEMS ----------------------------------------------_ --- No Efficiency BTU/h€ ---------------------------- -------------------------- tric Resistance 2 .99 - 130008 --VENTILATION---------------------------------------------------,--- CHEJ! ilation Criteria in 409.1.ABC,1 have been met. -AIR DISTRIBUTION SYSTEM------------------------------ - --- rype Duct Location R-valu@ --------- 1. Packaged ----------------------------------------------- onstant Volume With Insulated Roof ------- 6.9 411.-----PUMP AND PIPING -ZONE I --------------------------------------- Type R-value/in Diameter ---- Thickness - --------- 1. Non-Circu -------------- ating 3.6 .75 1 4'12------ WATE HEATING SYSTEMS -ZONE 1 ---------------------------------- Type Efficiency;StandbyLoss InputRate ------------------------------ Gallons --------- 1. <=12 kW -------------- .99 0 40800 52 413------ ELEC RICAL-POWER DISTRIBUTION---------------------------------- CHECKMetering iriteria in 413.1.ABC:1 have been met. Transform r criteria in 413.1.ABC.2 have been met. 414.-----MOTO S--------------------------------------------------- ----- Motor eff ciencies in 414.1.ABC.1 have been met. 415.-----LIGH ING SYSTEMS -ZONE 1 --------------------------------------- Space Type N Control Type 1 No Control Type 2 No Watts ---------------- --- --- Area(Sgft) ---------- -- Leisure Di -------------- No visual task 5 None 0 5490 2744 Total Watts for Zone 1 = 5490 Total Area for Zone 1 = 2744 Total Watts = 5490 Total Area = 2744 CHECK Lighting riteria in 415.1.ABC have been met. ------------- --------------------- --------------------- 16. HVAC load sizinghas been performed. (407.1.ABC.1) ------------------------------------------ -------------------- 17. Duct sizi g and design have been performed_`(410.1.ABC.1.2) --- --------- ---,------------------------------- - 18. Testingaid balancingwi'il be performed. (410.1.ABC.4) ---`--------- ---------- ------------------------------- ----- --- 19. Operation maintenance ma�ual will be provided to owner.(10'2.1) July 72, 200 9:24 AM From: HLHPE Fax #: (561) 219 -1757 Page 2 of 2 ' Jul-09 O 16:33 P. Meek 770-926-8337 P,06 o,/ /_ ll.Y/ .JOl YppYpJJ i11'9DCrtpR/C DV ILVCR.J YHVG ✓J,}i ST. LUCIE COUNTY PUBLIC WORKS 13UILDING & ZONING DEPARTMENT 23DO VIRGINIA AVENUE FT. PIERCE, FL. 34982-5052 � � 38i-�821533 t DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This F h to be Con�lMrd M the N,t fur Dui Proje daMO^ ereAltr:t rx enMr. Thin CeltiRtetlon mwt be auDrNSed wwh all eppwulbna a Dug' In Psnnw rNolvYq Pn cb on olneNr rat de wa (awtgle a mulFHemily), reeidental adOlbon, any acceaaory smjmxe rrpiwkp 0 Parma, and any nenneswlential atnuture- This Certification shag not apply to interior renovations (Povhlad that no structure) watla, Or enter almwar Component is Wwtg #frw Q and Carton other mina buadin® Permit. For h/rtW eauapnoa, pupae CMLW the Ou Iding InsDeaton O16de at 482.1553 or *52-2172, I CEF IFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODE8 CURR NTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. 1 ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPIC, ED ON THESE PLANS PROVIDE hDEOUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CU RENT CODE PROVISIONS. I- STANDARD BUILDING CODE 1997 EDRICaI ASCE 7-es �s OTHER (SPECIFY) i ,. BUILDING DESIGN IS (CHECK ONE) ENCLOSED PARTIALLY ENCLOSED _ i�� OPEN BUILDMG 3. HEIGHT: BUILDING HEHT: V FT 4. WIND SPEED USED IN BUILDING DESIGN: MPH a,WNDEXPOSIURE CLASSIFICATION pIEF TeomMUMTN9rEaarau4#4COCEgerm WDwiaa!arl: a. _.. ......,.... �.-..cv yr u/nw. Vnc. 1kTAOE MIME VELOCrry PREsauaP tww crTsernw e.r .e tie �.e.,.......�. ;?==.FIFF T.MMWIND VELOCrTY PRESSURE ON EXTERIOR FACES OF STRUCTURE: PSF S. MPORTANCM81 FACTM (MMIN aROM aUIaaa OWEI.. 9. jlLOADS: FLOOR PSF ROCIFIDEAD PSF ROOFLIVE: PSF 10. WERE SHEAR WALLS CONSIDERED FOR :STRUCTURE (CCCK OW) YES __ NO _ if NO, why! (sEach awairreali ) It. IS A CONTINUOUS LOAD PATH PROVIDED ICMCK Ord YES _ NO _ I w ND. w (saaCA eepwrld"on) I - ARE COMPONENT AND CLADDING DETAILS PROVIDED (CH em ONE) YES NO _ It NO, why? (moo euptMsdrl ) 13. 1 IMMIM SO& SEARING PRESSURE.. ? PSF AS WITI ESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: -IJ JE2filLi IJAC� CERTIFICATION NO: 53771 J. DESIGN IRM: Efzt t/A -O 7DATE: T-47 a [SEAL PERM tXC>LV a"'IM M QlRaD JEZERIN AC GEERS & Associates, Inc. Page 1 CONSULTIN%STRUCTURAL ENGINEERS 5640 Frantz, Road Dublin, Ohio 43017 614-766-0066 Fax 614-766-1223 E-MAIL: JGAENG@SPRYNET.COM DATE : May 1, 2000 WEND 'S - E2000 : White City, Florida (US 1) BUILD G CODE 1997 STANDARD BUILDING CODE WIND OADS 110 MPH SEISM C DESIGN Av = .05 SOIL E =ARING 2500 PSF (ASSUMED) ROOF IVE LOAD 30 PSF (UNREDUCIBLE) ROOF A S D LOADS: ROOFING, INSULATION = 5.0 PSF DE DECK = 3.0 PSF JOIST = 5.0 PSF CEILING = 2.0 PSF MECH./ MISC = 5.0 PSF TOTAL DEAD LOAD = 20.0 PSF TOTAL ROOF LOAD = 50.0 PSF I Page 2 E Z E R I N A C CONSULTING STRUCTURAL ENGINEERS E E R S 5640 Frantz Road Dublin, Ohio 43017 614-766-0066 Fax 614-766-1223 E-MAIL: JGAENG@SPRYNET.COM & Asaoela t... Ina. D O - 110 MPH per SBC 1997 Sec. 1606.20 q = .00256 VA x (H/33)A2/7 q = .00256 110A2 x (15/33)A2/7 = 24.7 psf P = q x USE FACTOR x GCp USE FACTOR = 1.0 q=24.7PSF GCp = HOI IZ. WALLS END = 1.65 HORIZ WALLS INTERIOR = 1.1 HORIZ ROOFS END = 0.0 HORIZ ROOFS INTERIOR = 0.0 VERT. ROOF END = -1.0 VERT. ROOF INTERIOR = -.75 P = 41.0 F DRIZ. WALLS END P = 28.0 F DRIZ. WALLS INTERIOR P = 0.0 H RIZ. ROOF END P = 0.0 H RIZ. ROOF INTERIOR P = 25.0 RT. ROOF END P = 19.0 RT. ROOF INTERIOR P=Pvxl GCp Cp = WA L S = 1.4 ROOF = 1.4 P WALLS 35.0 PSF Proof = 3 A PSF (UPLIFT) .JE2ERINAC / GEERS ` 3 Asseslatss, 1.o. -Av=.05 V = Cs x VJ(DEAD LOADS) Page 3 CONSULTING STRUCTURAL ENGINEERS 5640 Frantz Road Dublin, Ohio 43017 614-766-0066 Fax 614-766-1223 E-MAIL: JGAENG@SPRYNET.COM Cs = 1.2 x v x S / RT2/3 BUT NOT GREATER THAN Cs=2.5 Aa /R Av=.05 a=.05 S = 1.5 R = 3.5 T=CtxH 3/4 T=.02x163/4 T=.15 Cs = 1.2 xL05 x 1.5 /3.5 x .15 2/3 = .09 Cs=2.5x.05/3.5=.04GOVERNS V = .04 x EAD LOADS ---- THE EFFECTS OF THE WIND LOADS ARE HIGHER THAT OF SEISMIC OADING THE EFFECTS OF THE WIND LOADS ARE HIGHER THAT SEISMIC LOADING 4 JEZERINAC GEERS & Associates, Inc. Page 4 CONSULTING STRUCTURAL ENGINEERS 5640 Frantz Road Dublin, Ohio 43017 614-766-0066 Fax 614-766-1223 E-MAIL: JGAENG@SPRYNEf.COM ROOF LOAD = 2.67'/2 x 80 PSF = 110 #/LF LEDGER TO BLOCK WALL = USE 1 - a/." dia. EXP. BOLTS @ 24" O.C. W= 2psfx4.Ox15.33'x7.67' + 14'=1410# TIE ALL TO LEDGER WITH SIMPSON LTT19 TENSION TIE LOAD = 50 PSF x 20' = 1600# C = 60 PSF x 15.33 = 1000 # NG = 1.67x1.16x150=300# TOTAL = 2900 #/LF NG SIZE = 2900/2500 = 1'-2" MIN. Wendy's interne ion Worst Case - Belm Over Drive Thur BEAM C Beam Span Beam Depth Beam Width IV Flange Thickne Beam is Rectangula Web Spacing Beam Wt. Auto Adde Effective Slab Wic REBAR L Bars a Center of E 2- N 7 a c 2-a Sae Mn*Phi Center Mn*Phi Left .Mn*Phi Right Vn*Phi: Left Vn*Phi: Right DL+(Bm Wt] DL+LL+[Sm Wt] DL+LL+ST+[Bm Wt] SHEAR STIRRUP REDL Region Stirrup Spacing Max Vu in Regior ADD'L DEFLE( Neutral Axis I : Gross I : Cracked E : Elastic Modult Fr : 7.5*(fc)-.5 Z:Cracking Mcr: Cracking Ms:Max DL+LL R1 = (Ms:DL+LL)/Mc .Ms:Max DL+LL+ST R2 It (Ms:DL+LL+ST) I:eff... Ms(DL+LL) I:eff... Ms(DL+LLI 13.00 ft 16.00 in 8.00 in 0.00 in = n/a to Loads 8.00 in 13.0 in 2.0 in Date: 01/16/98 DESIGN DATA LOAD FACTORS USED Vc = 3000 psi ACT 9-1 & 9-2 DL = Fy = 60000 psi ACT 9-1 & 9-2 LL = Seismic Zone = 0 ACI 9-1 & 9-2 ST = Live Load not combined w/ Short Term .... Seismic = ST End Fixity Pin:Pin ACT 9-2 Group Factor = Concrete Weight = 150.0 pcf ACT 9-3 Dead Load Fact _ Stirrup Area = 0.220 in2 ACT 9-3 Short Term = UBC 2625(c)4 --1.4-' Factor = UBC 2625(04 "0.9" Factor = APPLIED. LOADS Unifo m Dead Load = 0.90 k/ft from 0.00 -> 13.00 ft Uniform Live Load = 0.60 k/ft from 0.00 -> 13.00 ft Page: 67 1.40 1.70 1.70 1.10 0.75 0.90 1.30 1.40 0.90 SUMMARY ACT Equations... - 9-1 - - 9-2 - -9-3 - = 62.1 k-ft Mu : Center - = 52.1 22.9 19.6 k-ft _ 0.0 k-ft Mu : Left = 0.0 0.0 0.0 k-ft _ 0.0 k-ft Mu : Right = 0.0 0.0 0.0 k-ft = 32.1 k Vu :.Left = 13.5 5.9 5.1 k _ 32.1 k Vu : Right = 13.5 5.9 5.1 k - Reactions Deflections 'Left '.. Right upward Downward _ !6.72 k 6.72 k 0.000 in at 0.00 ft -0.159 in at 6.50 it = 10_62 k 10.62 k 0.000 in at 0.00 ft -0.293 in at 6.50 it _ 6.72 k '.. 6.72 k 0.000 in at 0.00 ft -0.159 in at 6.50 ft REMENTS O.Oft 2.2ft 4.3ft 6.5ft 8.7ft 10.8ft 13.Oft 6.50 in 6.50 in 6.50 in 6.50 in 6.50 in 6.50 in 6.50 in 13.47 k 10.69 k 5.34 !k 5.34 k 5.34 k 10.69 k 13.47 k ION DATA SECTION ANALYSIS = 4.49 in Evaluate Moment Capacity: Center Left Right = 2730.7 in4 X'1: Neutral Axis = 3.12 in 0.00 in 0.00 in = 1084.3 in4 al= beta * x = 2.65 in 0.00 in 0.00 in = 3122.0 ksi Compression in Concrete = 54.1 k 0.0 k 0.0 k = 410.8 psi Sum [Steel camp, forces] = 17.8 k 0.0 k 0.0 k = 149.8 ksi T�hsion in Reinforcing = -72.0 k 0..0 k 0.0 k = 11.7 k-ft For Evaluation of Max. As For Ductile Failure.... _ 34.5 k-ft X-Balanced = 7.69 in 0.00 in 0.00 in = 0.339 Xmax = Xbal * 0.75 = 5.77 in -0.00 in 0.00 in _ 21.8 k-ft a -max = beta*Xbal = 6.54 in 0.00 in 0.00 in Ncr = 0.535 Compression in Concrete = 100.1 k 0.0 k 0.0 k = 1148.3 in4 Sum [Steel comp. forces] = 33.7 k 0.0 k 0.0 k T) = 1336.8 in4 Total Compressive Force = 133.7 k 0.0 k 0.0 k As Max.= Tot Force / fy = 2.23 in2 0.00 in2 0.00 in2 V4.482 (c) 1983-95 Jezerinac Gears and Associates. kw06O22365 5646 Frantz Roa Dublin, Ohio 43 7 NRY Wendy's Column between windows at front. of Building WALL Wall Height Thickness Reber Size Reber Spacing Place Reber a Edg Seismic Factor:ZI Wind Load Use Medium Weight MATERIA f'm Fy Wall Must Be Soli Watt Wt. Factor -Phi 'd- : Depth To Watt Weight Basic Mu w/o P-De Basic Deft. w/o P Moment in Excess Max. Iterated Def Max. Iterated Mom VERTICAL LO Dead Load a Mid H Live Load a Mid H 0.9 * Dead Load 1.05 * Dead Load 1.275 * Live Load - LATERAL LO 1.3 * Wind 1.7 * Wind Seismic * Wall Wt 1.43 * Seismic 1.87 * Seismic Date: 12/02/98 Page: TA VERTICAL LOADS LATERAL LOADS = 13.50 ft Uniform Dead Load = 3760.0 plf Point Lateral Load = 1610.0 # = 8.00 in Uniform Live Load = 250.0 plf ...Height from Base = 10.00 ft # 7 .....Ecc. = 2.00 in (this is a Wind Load) = 8.00 in (Roof Load) Uniform Lateral Load = 0.0 plf of Wall '.. Distance to Bottom = 0.00 ft _ '.0.300 Distance to Top 0.00 ft �142.00 psf (this is a Seismic Load) Lock DATA SUMMARY 1500 psi i , - Seismic - - Wind - 60000 psi M-n * Phi : Moment Capacity = 149760.4 in-# 149760.4 in-# Grouted M-u: C.9D+1.43E),(0.9D+1.3W) _ 12802.4 in-# 82028.3 in-# (1.05D+1,275L)+[1.403E or 1.275W]= 13249.8 in-# 81566.7. in-# _ 1.000 Max. Overstress = 0.000 OK 0.000 = 0.80 Allow Deflection: 0.007 * Ht. = 1.13 in 1.13 in d = 5.25 in Max. ,iterated Service Load Deft. = 0.06 in OK 0.40 in _ 78.00 psf Actual Height/Def Lection Ratio = 2841.42 404.95 Actual Reinforcing %: As / (b*d) = 0.0143 0.0143 Allowable Max. % = 0.5 * Rho:Bal = 0.0053 0.0053 Actual Axial Stress: (Pw + Po) / Ag= 46.85 psi OK 46.85 psi Allowable Axial Stress: .04 * f'm = 60.00 psi 60.00 psi 'ACTORED LOAD STRESSES SERVICE LOAD DEFLECTIONS a = 12923 in-# 81017 in-# Basic Moment w/o P-Delta = 10157 in-# 64039 in-# ,elta = Q in 1 in Basic Deft. w/o P-Delta = 0.056 in 0.394 in : Mcr _ 'In-# 63002 in-# Moment in Excess of Mcr = 0 in-# 46025 in-# action = 0.0 in 0.51 in Max. Iterated Deflection = 0.06 in 0.40 in it = 1325 'in-# 82028 in-# Max. Iterated Moment = 10401 in-# 64921 in-# SUMMARY - ANALYSIS VALUES = 4286.5 # Equiv Solid Thick. = 7.60 in Mn=Phi*Aseff*Fy*(d-a/2).... = 0.0 # Gross Area = Thk*12in = 91.50 in2 Wind = 149760 in-# = 3857.9 # Asteel = 0.900 in2 Seismic = 149760 in-# = 4500.8 # Asteel/0 2 * d) = 0.0143 Em : 750 * f'm = 1125000 psi _ 0.0 # As-eff = (PU+As*Fy)/Fy.... n: 29x10'6 / Em 25.78 SUMMARY Wind = 0.975 in2 Fr : 2.5 *f'm .5 154.92 psi = 54.60 psf Seismic = 0.975 in2 (Use 2.5:Partial, 4.0:FuLL Grout) = 71.40 psf 'a' : wind = 3.824 in S-gross = 116.3 in3 = 23.40 psf 'a' seismic = 3.824 in S * Fr (cracking) = 18014 in-# = 33.46 psf Igross = 443.3 in4 = 3.65 psf Icracked : Wind = 378.3 in4 Icracked : Seismic = 0.0 in4 (c) 1983-95 5640 Fraitz Road Dublin, Olio 43017 e Date: 12/02/98 Page: SLENDEI MASONRY WALL DESIGN Wendy's olumn Between windows at front of Building Side wa s WALL DATA VERTICAL LOADS LATERAL LOADS Wall Height = 13.50 ft Uniform Dead Load = 3760.0 ptf Point Lateral Load = 1325.0 # Thickness = 8.00 in Uniform Live Load = 6000.0 plf ...Height from Base = 10.00 ft Reber Size # 7 .....Ecc. = 5.00 in (this is a Wind Load) Reber Spaci g = 8.00 in (Roof Load) Uniform Lateral Load = 0.0 plf Place Reber B Edge of Wall Distance to Bottom = 0.00 ft Seismic Fac or:ZICp = 0.300 Distance to Top = 0.00 ft Wind Load = 42.00 psi (this is a Seismic Load) Use Medium eight Block TERIAL DATA SUMMARY f'm = 1500 psi - Seismic - - Wind - Fy = 60000 psi M-n * Phi : Moment Capacity = 149760.4 in-# 149760.4 in-# Wall Must B Solid Grouted M-u: (.9D+1.43E),(0.9D+1.3W) = 17988.1 in-# 78087.0 in-# (1.05D+1.275L)+[1.403E or 1.275W3= 19327.3 in-# 79115.9 In-# Wall Wt. Fa for = 1.000 Max. overstress = 0.000 OK 0.000 -Phi = 0.80 Allow Deflection: 0.007 * Ht. = 1.13 in 1.13 In Id' Depth To Steel = 5.25 inI Max. Iterated Service Load Deft. = 0.09 in OK 0.40 In Wall Weight = 78.00 psf Actual Height/Deflection Ratio = 1826.95 407.70 - Actual Reinforcing %: As / (b*d) = 0.0143 0.0143 Allowable Max. % = 0.5 * Rho:Bal = 0.0053 0.0053 Actual Axial. Stress: (Pw + Po) / AS= 46.85 psi OK 46.85 psi Allowable Axial Stress: .04 * f'm = 60.00 psi 60.00 psi FACTORED LOAD STRESSES SERVICE LOAD DEFLECTIONS Basic Mu w/ P-Delia = 18845 in-# 77979 in -A! Basic Moment w/o P-Delta = 15797 in-# 63624 in-# Basic Deft. 410 P-Delta = 0 in 0 in Basic Deft. w/o P-Delta = 0.087 in 0.392 in Moment in E ess of Mcr = 831 in-# 59965 In-# Moment in Excess of Mcr = 0 in-# 45610 in -A! Max. Iterati J Deflection = 0.11 in 0.49 in Max. Iterated Deflection = 0.09 in 0.40 in Max. Iterati I Moment = 19327 in-# 79116 in-# Max. Iterated Moment = 16177 in-# 64500 In-# - VERTI L LOAD SUMMARY ANALYSIS VALUES Dead Load a 4id Ht. = 4286.5 # Equiv Solid Thick. = 7.60 in Mn=Phi*Aseff*Fy*(d-a/2).... Live Load a id Ht. = 0.0 # Gross Area = Thk*12in = 91.50 in2 Wind = 149760 in-# 0.9 * Dead ad = 3857.9 # Asteet = 0.900 in2 Seismic = 149760 in-# 1.05 * Dead oad = 4500.8 # Asteel/02 * d) = 0.0143 Em : 750 * f'm = 1125000 psi 1.275 * Live Load 0.0 # As-eff = (Pu+As*Fy)/Fy.... n: 29x10-6 / Em = 25.78 - LATER L LOAD SUMMARY Wind = 0.975 in2 Fr : 2.5 *f'm'.5 = 154.92 psi 1.3 * Wind = 54.60 psf Seismic = 0.975 in2 (Use 2.5:Partial, 4.O:Fult Grout) 1.7 * Wind = 71.40 psf 'a' : wind = 3.824 in S-gross = 116.3 in3 Seismic * We t Wt. = 23.40 psf 'a' : seismic = 3.824 in S * Fr (cracking) = 18014 in-# 1.43 * Seisn c = 33.46 psf Igross = 443.3 in4 1.87 * Seis c = 3.65 psi Icracked : Wind = 378.3 in4 Icracked : Seismic = 0.0 In4 V4.482 (c) WENDY'S INT,RNATIONAL TYP. EXTERIS WALL DESIGN Wall Height Thickness Reber Size Rebar Spacing Place Reber a Seismic Factor Wind Load Use Medium Wei fIm Fy Grout Wall a Wall Wt. Facto -Phi Id' : Depth To Wall Weight Basic Mu w/o P- Basic Deft. w/o Moment in Exces Max. Iterated D Max. Iterated M VERTICAL Dead Load a Mid Live Load 9 Mid 0.9 * Dead Load 1.05 * Dead Loac 1.275 * Live Loa LATERAL L 1.3 * Wind 1.7 * Wind Seismic * Wall F 1.43 * seismic 1.87 * Seismic DATA VERTICAL LOADS 14.00ft Uniform Dead Load = 8.00 in Uniform Live Load = # 6 ...Ecc. _ = 32.00 in (Roof Load) iter of Wall Cp = 0.060 42.00 psi Block IL DATA = 1350 psi Date: 01/15/98 Page: S' LATERAL LOADS 1000.0 plf Point Lateral Load = 0.0 # 0.0 plf ...Height from Base = 0.00 ft 5.00 in (this is a Wind Load) Uniform Lateral Load = 0.0 plf Distance to Bottom 0.00 it Distance to Top = 0.00 it (this is a Wind Load) SUMMARY - Seismic - - Wind = 60000 psi M-n * Phi : Moment Capacity = 30859.2 in-# 30859.2 in-# r Cells Only M-u: (.9D+1.43E),(0.9D+13W) = 3674.0 in-# 19186.2 in-# (1.05D+1.275L)+(1.403E or 1.275W3= 4033.0 in-# 19420.7 in-# = 1.000 Max. Overstress = 0.000 OK 0.000 = 0.80 Allow Deflection: 0.007 * Ht. = 1.18 in 1.18 in eel = 3.81 in Max. Iterated Service Load Deft. = 0.03 in OK 0.48 in = 55.00 psi Actual Height/Deftection Ratio = 5996.09 346.98 Actual Reinforcing %: As / (b*d) = 0.0036 0.0036 Allowable Max. % = 0.5 * Rho:Bal = 0.0048 0.0048 Actual Axial Stress: (Pw + Po) / Ag= 15.14 psi OK 15.14 psi ALlowable Axial Stress: .04 * f-m = 54.00 psi 54.00 psi FACTORED LOAD STRESSES SERVICE LOAD DEFLECTIONS Its = 3986 in-# 18369 in-# Basic Moment w/o P-Delta = 3470 in-# 14848 in-# -Delta = 0 in 1 in Basic Deft. w/o P-Delta = 0.028 in 0.443 in of Mcr = 0 in-# 9607 in-# Moment in Excess of Mcr = 0 in-# 6086 in-# lection 0.03 in 0.72 in Max. Iterated Deflection = 0.03 in 0.48 in lent = 4033 in-# 19421 in-# Max. Iterated Moment = 3509 in-# 15519 in-# SUMMARY ANALYSIS VALUES = 1385.0 # Equiv Solid Thick. = 4.90 in Mn=Phi*Aseff*Fy*(d-a/2).... = 0.0 # Gross Area = Thk*12in = 91.50 in2 Wind = 30859 in-# = 1246.5 # Asteel = 0.165 in2 Seismic = 30859 in-# = 1454.3 # Asteel/02 * d) = 0.0036 Em : 750 * f'm 1012500 psi = 0.0 # As-eff = (Pu+As*Fy)/Fy.... n: 29x10'6 / Em = 28.64 SUMMARY - Wind = 0.189 in2 Fr : 2.5 *f'm .5 = 91.86 psi = 54.60 psf Seismic = 0.189 in2 (Use 2.5:Partial, 4.0:Full Grout) = 71.40 psf -a' : wind = 0.825 in S-gross = 95.4 in3 = 3.30 psf 'a' : seismic = 0.825 in S * Fr (cracking) = 8762 in-# = 4.72 psf Igross = 363.7 in4 = 0.51 psi Icracked : Wind = 47.4 in4 )cracked : Seismic = 0.0 in4 V4,*2 (c) 1 ENERCALC Jezerinac Geers and Associates, kw06O22365 JOB NO. • SECTION ' PAGENO. By DATE Gv/AJD �TAL'�l JOB NO. SECTION PAGE NO. BY _ DATE Jezerin c Geers And Assoc. 5640 Fr ntz Road Dublin, Ohio 43017 Date: 04/08/99 Page: Wendy-8 ER000 Shear Wall at Rear of Building Total Let raL Force = 15.1 k Seismic 2 ne = 2 ........P er Number --->>1 — 1 — ESIGN DATA Pier Heig t ft 14.00 Pier Lang ft 16..67 Pier Thic ass in 8.00 aj": Dept Multiplier 0.90 Pier Fixi (Bot:Top) Fix:Pin f1m: Maso y psi 1350 Fs: Steel psi 24000 Special I pection Yes Grouted C t Spacing in 32.00 RI IDITY DATA Height/Len th 0.84 ( H/L )-3 0.59 Relative D flection 0.604 Summation f Rigidities 1656.82 Rigidity = .001/Deft 1656.82 % of Force er Pier 1.000 V = Shear r Pier k 15.1 Pier Defl* 0000 in 0.060 M / (V * D th) 0.840 — FORCES & REINFORCING — fv= V /112 st*(jd)] psi 17.1 Fv: w/o Rem f. psi 51.5 Fv: w/ Re i f. psi 77.2 Shear Av R 'd in2 0.000 Moment is E k-ft 211.40 "d" to tens on As ft 13.50 Bending As eq'd jn2 0.44 Load Duration Factor = 1.33 Moduli: Em= f-m * 750 Moduli: Ev= f1m * 300 — 2 3 4 5 6 V4.4B2 (c) ENERCALC Jezerinac Gears and Associates, kw06022365 FOOTING DESIGN FOR OVERTURNING RESISTANCE FILE = OVR.WK1 JEZERINAC 4EERS AND ASSOC. THIS PROGRA CALCULATES OVERTURNING FORCES ON FOOTINGS BASED ON APPLIED SHEARS, UPLIFTS, AND MOMENTS, AND CALCULATES THE RESISTING MOMENTS PROVIDED BY ARIOUS COMBINATIONS OF FOOTING DEPTHS AND ZES (BEARING PRESSURES, TOO!) PROJECT NAME: WENDY S 120MPH PROJECT NO. COLUMN MARK Footing @ rear Shear Wall DATE: 08-Apr-99 ENGINEER: RTV INPUT FOOTING LEN H (PARALLEL TO FORCES) (FT) 21.00 FOOTING WID (PERPENDICULAR TO FORCES) (FT) 2.00 FOOTING THIC NESS (FEET) 1.00 DEPTH BELOW RADE TO TOP OF PIER (FT) 0.00 DEPTH BELOW GRADE TO TOP OF FTG. (FT) 1.33 APPLIED LOAD l KIPS) 25.00 APPLIED UPLI (KIPS) 0.00 APPLIED HORIZ NTAL SHEAR (KIPS) 0.00 APPLIED MOME (FT -KIPS) 221.40 ALLOWABLE B RING PRESSURE (KSF) 2.50 ALLOWABLE BE kRING PRESSURE, WITH WIND (KSF) 3.33 OUTPUT TOTAL APPLIED OVERTURNING MOMENT (FT -KIPS) 221.40 REQUIRED RES NG MOMENT (FT -KIPS), (s.f. = 1.5) 332.10 REQUIRED RES ING MOMENT (FT -KIPS), (s.f. = 1.05) 232.47 CALCULATED RESISTING MOMENT (FT -KIPS) 445.84 ACTUAL BEARIN 3 PRESSURE (MAXIMUM, IN KSF) 2.10 ER wendy's Internatior#1 Shear Walls at aid of building Total Lateral Forc Seismic Zone ........Pier Humbe DESIGN DA Pier Height Pier Length Pier Thickness "j": Depth Multipl Pier Fixity (Bot:T f1m: Masonry Fs: Steel Special Inspectior Grouted Cell Spaci RIGIDITY C Height/Length ( HA Y3 Relative Deflecti Summation of Rigi Rigidity = .001/D % of Force Per Pi V = Shear Per Pie Pier Deft*100000 M / (V * Depth) — FORCES 8 REI fv= V /(12*est*(j Fv: w/o Reinf. Fv: w/ Reinf. Shear Av Req'd Moment a End I'd-' to tension A Bending As Req'd ft ft in �r psi psi i in TA ties l k in psi psi psi in2 k-ft ft in2 Date: 5.0 k Load Duration Factor = 1.33 1 Moduli: Em= f'm * 750 Moduli: Ev= f-m It 300 — 1 2 3 4 5 14.00 8.00 ' �,o , 0.90 Fix:Pin 1350 24000 Yes' 32.00 0.93 0.81 0.747 1338.37 1338.37 1.000 5.0 jY�Orm 0.075 �� 0.933 u,,.,., l`lal j + r S x /S, x IV &7 ` 6.3 50.0 74.9 Page: ! / 6 — 2 /•67 l 70 v u-J ! 7 0.000 �— {v 70.0020X�tPCF v dF 4•L WAV- ` /La x (1/ z • o-Gv 9 Z4�- t,47 7 �.IIoXIto i•w�ilOjz I,2q —r- lJl Z ote, V4.4B2 (c) 1983-95 Jezerinac peers anO Associates, Date: Page: /Z— MASONRY SHI AR PIER DESIGN Wendy's intern tional Shear Walls at front of building Total Lateral I orce = 7.6 k I'Load Duration Factor = 1.33 Seismic Zone = 1 ��,Moduli: Em= f'm * 750 i'. Moduli: Ev= f'm * 300 ........Pier NI nber ---»1 — 1 2 3 4 5 6 DESIGI DATA Pier Height it 15.17 6. Pier Length ft .0 Pier Thickness in 8.0 "j": Depth Mul iptier I 0.0 nn r Pier Fixity (B t:Top) Fix:Piin �viOT= ��-I x �• L _. ��U�_ f'm: Masonry '., psi 135,0 Fs: Steel psi 24000 Special Inspec ion Yes - Grouted Cell S acing in 8.00 RIGIDI Y DATA Height/Length 2.61 ( H/L )-3 17.81 �----- Relative Defle Sion 9.7F4 r Summation of R gidities', 102.42 �T� c 10xZx1.S'� Rigidity = .00 /Deft 102.12 Ni %of Force Per Pier 1.000 . ,_OA a t7,�j$ x (p 1c 5 �•3 V = Shear Per ier k 716 We ' Pier Deft*1000 0 in 0.9�6 M / (V * Depth 2.612 _ �(�, �.�j X (o% x — FORCES & I EINFORCING — fv= V /[12*est (id)] psi 15.4 Fv: W/o Reinf. psi 46.6 i Fv: W/ Reinf. psi 73.3 Shear Av Req-c in2 0.000 Moment a End k-ft 119.09 �"" _ �, 913 ye "d" to tension As ft FR�7G'r( W llll Bending As Req d in2 A9, Z � ✓� �+ s 4- Y x V4.4V (c) 24k Ifs t6o)' J V' Jezerinac Geer$ and Associafos 4WnAn27zAG s ------------ TRANSACTION NU PERMIT NUMBER PERMIT JOB DESC JOB ADDR PARCEL NUMBER FCC DESC APPLICANT FEE CODE REVIS CHECK NBR: 2804 PAID BY: TIME MEMO JS S T. L U C I E C 0 U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division PAYMENT R E C E I'. P T ER: 01131592 TRANSACTION DATE: 25 OCT 2000 20`070108 PERMIT TYPE: BUILDING COMMERCIAL WENDY'S FAST FOOD RESTAURANT 4900 US 1 S 3403-502-0043-000/0 *STORES & CUSTOMER SERVICES ROBERT ALLEN MCCREARY (44785) F E EIS C O L L E C T E D DESCRIPTION --- ------------------- REVISION TO PLANS AMOUNT PAID: FEE WAIVED: ERGATE BUILDERS,INC (327 ) AMOUNT --------------- 100.00 $100.00 OFF DA'I REV 1. 2. 3. 4. IC USE ONLY: p 'E ILED:/ 0 /��" PERMIT NUMBER: a UU 7 0 / ® 0 IS N FEE: 40-d - H RECEIPT NO.: ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 561-462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE G ADDRESS: ,`lI di'V4' �S l Z/�IC7U 5 C DETAILED DESCRIPTIONS OF PROJECT REVISIONS: IS /l 0.11.6e--4 of CONTRACTOR INFORMATION: ST. OF FL REGJCERT# ST. LUCIE COUNTY CERT.# BUSINESS NAME: At c ?�c . Y•. Qualifiers Name: ADDRESS: Z/ & 6, �r PK �Y qac CITY: P S f— STATE: t (.t ZIP: 31yl s-4 PHONE (DAYTIME): FAX # ARCHIT/ENGINEER: NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX# W \ 9r II 2400 Rhode Island F Ft Pierce, FL 34950 V(New Construction ( Jurisdiction: Occupancy: Address: Contractor Contractor's Address: Architect/Engineer. Building Owner: Occupancy Type: Gross sq ft: Occupant Load: Construction Type: 1. All revisions must be 2. The Fire Marshal req 3. The respective Buildi 4. Permit fees are requi 5. Failed inspections re 6. A copy of the require 1. Provide one 2A10B( 2. Draftstopping is regt 3. Automatic fan shutdi 4. A separate permit is 5. Provide a 408C rate ST LUCIE COUNTY FIRE DISTRICT BUREAU OF FIRE PREVENTION PLAN REVIEW Telephone: 561-462-2312 FAX: 561-462-2323 TjYPE OF PERMIT )Tenant Improvement I('r )Addition ( )Renovation/alterations ( )Shell Only Lucie Co mcly's Restaurant 00 South US 1 nbergate Builders 66 Reserve Park Trace ,y Yoder Architects :ndy's International 3,300 94 F.P.B.: B-00-199 Building Dept: 20070108 Number of stories: 1 Phone # 561-468-6454 City: Port St. Lucie Phone # 614-794-7320 Review Date: 7/11 /00 Automatic sprinklers: Net sq ft: Based On: SBCCI Type: V unp NOTE n compliance before the final inspection. ires 24 hour notice on all inspections. g Department shall schedule all final inspections through the Fire Marshal's Office. ed to be paid in full prior to any inspections. uire payment of fee prior to rescheduling of further inspections. revisions/s have been transmitted to the Architect ( ) Contractor ( ). REVISIONS REQUIRED rated fire extinguisher every 75 feet of travel distance. red at intervals not to exceed 3000 square feet. Nn for the HVAC system is required. See attached requirements. equired for the installation of the fixed fire protection system. fire extinguisher for the kitchen area. Reviewed gy / .I Date: 7111/00 FIRE MARSHAL'S OFFICE JVF OOUNTk v � o � a x x F�FDISjR��� St. Lucie County Fire District (561)462-2312 • FAX (561)462.2323 FOR AIR HANDLING SYSTEMS. 2400 Rhode Island Ave. Fort Pierce, FL 34950 The requireme s for automatic fan shut down in air handling systems are the requirements o the Standard Mechanical Code, 1997 Edition, Chapter 4, Section 406, and the Nation Fire Protection Association, Life Safety Code NFPA 101. In determining hich code to comply with, the following information is necessary. 1. Nation[ units make up a system and is referred to in the codes as an air dling system. 2. the NFPA Life Safety Code, Occupancy Chapters 8 through 31 references eating, Ventilation, and air Conditioning and shall comply with Section 01-7-2 of the Life Safety Code. 3. [ection 101-7-2 requires air conditioning, heating, ventilating ductwork, d related equipment to be installed in accordance with NFPA 90A, andard For The Installation Of Air Conditioning and Ventilation stems, or NFPA 90B, Standard For The Installation of Warm Air ating and Air Conditioning Systems. 4. jNFPA 90A. Scope: This standard applies to all systems for the movement of environmental air in structures that: Ia. Serves spaces over 25,000 cubic feet in total volume, or b. Serve buildings of Type III, IV, and V construction over three stories in height, regardless of volume. The construction types indicated are in accordance with NFPA 220. Go 5. NF 90A. For the purpose of this standard, a space is considered as the enti building or a portion thereof separated from other portions of the buil ing by fire resistance rated construction and whose environmental air doe not mix with that of any other space. For spaces not exceeding 25,0 0 cubic feet in volume, reference the Standard Mechanical Code, Cha ter 4, Section 406. 6. Spaces not exceeding 25,000 cubic feet in total volume shall be in accordance with the Standard Mechanical Code, 1997 Edition. 7. a. 10 C. is fan shut down requirements. NFPA 90A. Location: Smoke detectors listed for use in air distribution systems shall be located: 1.) Downstream of the air filters and ahead of any branch connections in air supply systems of greater than 2,000 cfm capacity. 2.) At each story prior to the connection to a common return and prior to any recirculation or fresh air inlet connection in air return systems over 15,000 cfm capacity and serving more than one story. Exception #1: Return systems smoke detectors are not required when the entire space served by the air distribution system is protected by a system of area smoke detectors. Exception #2: Fan units whose sole function is to remove air from inside the building to outside the building. Function. Required smoke detectors shall automatically stop their respective fan(s) upon detecting the presence of smoke. Exception: Where the return air fan is functioning as part of an engineered smoke control system and a different mode is required. Installation. Listed duct type smoke detectors shall be installed in accordance with NFPA 72, National Fire Alarm Code. 1.) When an approved protective signaling system (fire alarm) is installed in the building the smoke detectors shall be connected to the protective signaling system in accordance with NFPA 72. Activation of any air distribution system smoke detector will cause a supervisory signal to be indicated at a constantly attended location or will cause an alarm signal. 2.) All detection devices used for the operation of smoke dampers, fire dampers, fan control, smoke doors, and fire doors shall be monitored for integrity in accordance with NFPA 72, 1-5.8 where connected to the fire alarm system serving the protected premises. 3.) When smoke detectors are installed in a building not equipped with an approved protective signaling system, the system shall a.) cause a visual and audible signal in a normally occupied area, and b.) smoke detector trouble conditions shall be indicated visually or audibly in a normally occupied area and shall be identified as air detector trouble. c.) The above signal requirements can be annunciated with a simple remote test station with a sounder. 8. Sm ke detectors having power supplied separately from the signaling sy em (fire alarm) for the sole function of stopping fans do not require st dby power. ST ARD MECHANICAL CODE Automatic Fan Shutdown Requirements: a. Systems serving buildings or spaces less than 25,000 cubic feet in volume shall comply with the requirements of the Standard Mechanical Code, Chapter 4, Section 406, 1997 Edition. b. Capacity greater than 2,000 cfrn. Recirculating air systems with a fan capacity greater than 2,000 cfin shall automatically shut down by means of an approved smoke detector placed in the return air stream prior to any exhausting from the building or mixing with fresh air makeup. C. Capacity 2,000 cfm or less. Reciculating air systems with a fan capacity of 2,000 cfm or less, but serving an area used for egress, shall have automatic fan shutdown. This would be foyers, lobbies, stairways, corridors, and passageways. Code Conflicts. a. There is some confusion as to the installation of duct type detectors in the supply air or return air systems. The important advantages of detectors being installed in the supply air is the supply air is filtered and will be free of dust that can collect on the detector(s). Some manufacturers specify the installation in supply air only. b. When duct type detectors are connected to a protective signaling system (fire alarm), detectors shall be installed in the sunnly air in accordance with NFPA 90A. Fire alarm systems are Uniform Fire Safety Standards and the requirements shall be in accordance with NFPA 101 Life Safety Code and not the Standard Mechanical Code. w t I II, IIII, IIII,■.IIII, IIII,■I.IIII,I�.,I ________________ S� •-! , -!-I` . is llll,.IIII,■I■.■.■.■■I■■■■I■■■I■■I.I I I8 ScoPPER nr LOCATION ur LCCATION ROOF PLAN SCALE 1.-0. LINTEL SCHEDULE CAST CRETE SYSTEMS V4 5T PN.M MACH, FL MARK TYPE REINFORCING EIEARIN6 LI 8178 (1) #5 T / (1) #5 B 4" EA SIDE L2 8FI6 (2) #5'S T / (2) #5'5 5 5" FA SIDE L3 8F24 (2) •5'5 T , (2) 955-5 B 5" FA SIDE 2-8" , 2-O' 20'-0' LONG SHEAR w/(3) W65 EACH END. 51-EARVlALL SOLID r SCUPPER 4'1-1� DOM PUT L.GY.ATION PVC- PIPE rn Aw-U!S (2) 4 DF�'✓,{IIANC�LL-�i TO TURN WG UGHNN. FOAM 50LID AFTER ROOFS COMPLETING CONNFLTIONS PENETRATION DETAIL SCALE: Y2' = r-O. ATTENTION ALL BIDDERS XW KEF EK 10 WENDY'S APPROVED SUPPLIER LIST (FOUND ON PAGE S-4) TO OBTAIN NATONAL ACCOUNT PHONE NUMBERS AND CONTACTS. 27-8" 15'-4" 2-01 2'-0" 21-0' 21-0" 2'-0" 1'-4' 2'-8' 3'-5" I'-4" I'-4" 2'-8' 2'-8° 2'-8' 2'-8" 7-8" 2'-8' 2'-8' 2'-O" 2'-0' 21-C 11'- O' BEAR1146 FOR ROOF 5Y5 EM IP-10' EmA .M CDERAL NOTE51 I. ALL 30< V400D MAPS TO HAVE (2) - Y2" FLYv oov RuE R5. 2. PL'rL NAILING 8d o & O.G. MLE% NOTED OTI-154' 15E 3. Z6 BLOCKIN5 AT JOIST SPAUN6 GRFATBZ THAN 32" O.G. 4. ALL Y400D TO BE SYP #2 UtLE% OTHERWISE NOTED 5. SEE SHEET 8B FOR 6EN51ZAL 5TRIGTURAV_ NOTES. TFk% NOTES, I. TRL% LAYOUT SHOWN 15 POR A STANDARD STORE Wr D15GRE'ANGY BETVIEEN TH15 AND. THE 517E 51915rIFIG LAYQIT MUST EE 5ROLk5HT TO THE ATTENTION OF THE TRIG SUPPLIER. 2. THE TRLSG SIZES AND LAYOUT 5HOM ARE FOR B1DD0,16 P11RF1OSIES ONLY. THE FINAL T IJSS SIZE AND LAYOUT SHALL BE Gf516N® AND STAMPED BY A R6615TERED PROFE55IGNAU_ EJ61NEER IN THAT STATE. TRUS JOIST McirMILLAN 131 MNG PROCED JRE FOR COMPLETE UFORMATION AND PRICING ON THE RL17F TR16SES AS SPFLIPI®, CONTACT THE TRLS JOIST Fkr,MILLAN SERVICE G$dTB2 AT I-8Lb-456-4'76T. ANY CH NY S OR VARIATON5 MGM TH° NATIONAL AGI-aw DESIGN 5HOA.D EE BROL*W TO THE ATTEM10N CIF THE HaV Y'5 AGC.CIM'T COORDINATOR AT THE TIME OF BIDDING. ORDERINE, PROCEDURE TO Picre your ader, call the Arcaet 5eMce Certer at the cb� ranter. TAesv" ad/a, cakvktkas Stlpll be supplled for cnxu,,d cs required by the NATIONAL AGGGUNT ageerreri. Irstdktlon irartrtkxs ad dci,,ingri will be provided to the cabxrtor by T.M. The catructcr will be r'eeP"'ble for the delivery ccrvtddiabOn, W007dln1. and Irstcdkticn OF the rater ial In this pmkoge. NORMAL DELIVERY TIMic 15 2-3 P B3C5 AFTER APPROVAL OF THE SHOP DRAVNIW . MATERIAL LI5T AND ENGINEERING 5PE05 GTTY. TYPE DEPTH SERIES CUT LENS, P. LENGTH LINEAL FEET 5TRE55 LEVEL 10 TI 24" TJI/Lg0 -51 38.5' 385' 125% 13 T2 24" TJIA-00 3g'-g' 40.0' 52O 125% 13 T3 24" TJI/LgO 33'-1. 36.5' 435.5' 125% 4 T4A 24' TJI/Lg0 20.-5. 20.5' 62' 125% 40 TOTAL 1422.5'. LIST OF ACCESF IES DESCRIPTION Q-n, CONTACT TRUE J015T FOR COMPLETE LIST OF ACCESSORIES 57-41i n'-Ia BF.xiTN� f96HT FOR ROOF Hl36W FOR ROOF LI PRSGAST LINTS U Tlar5s SY57E l A TRIFaB 5Y57E1 �- c loll if 8A if if TYP I if if if 1♦♦A♦ WIWI i if if ifOwl ♦♦♦� ♦♦♦ I if if ♦�♦♦�� o ...._.�_ : � � `'�i♦ate♦♦nei 1 •. .. �� �� M Mi doo OWN ►A_�►.� - .. LINTEL - _16W FOR ROOF zo SEE CORN IZ WALL CON5TRL]GTI014 DETAIL ON SHEET #4 n 8d NAILS O 4' O.G. (2Y2' O.G.0 BULDIN5 PERIMETER) M HATCHX) AREAL 2X4 BLjX,KlN& AT 48' O.G. (TYPJ AND AT ALL PLY oOp E76ES CK ASUA BUILDING 11 • �, 5CHEPULE spelplaumen MENOME NOME -■■■■■_�__■�_- ©_ Qom®' ��■■____■NONNIONNOW ,_- --■■COME ,_- --■■ ONE! _-_■,_- O- -- - FAN_ © ELECTRICAL . • V SMOIaE DET15CTOR PROVIDED 13Y ROOFTOP R--. I on DOE MEN 0©0■0■■tea■■■moconon •• �� O am am MEN 0 a on mum E NICE man mmc�� ©0-0■■ ■M■!'r■n■■ ... NOTE: EQUAL UNIT5 BY CARNLLi SERIES 4300-4, AND ANEXJSTAT SERIES PRFD ARE AGOB-TABLF NO 5UBSTITUTICN5 PERMITTED ON CORPORATE OHWED STORES. _tr � �, veL NOTE 1) H VA- SYSTEM DE51c44D TO MEET OUTSIDE TB-P OF q5 DES F 1 5"'IER AND O L!59RES F WINTER CONTACT 'AAON NATIONAL- ACCOI.NTS' (I-6T7-435-4655) FOR REC�d' LIRB•'ENT5 AT OTHER TEMPERATURE GONDITIO45. f k 2) PROVIDE I YEAR WARRANTY ON HIORoWr-HIP AND ON FSi1IRIE•!T BY- MTSHANICAL CONTRACTOR. I YEAR PART5, 5 YEAR AND 10 YEAR t NEAT EXC ANr�2 WARWWTIEv ON THE ROOFTOP LNIT5 13Y MANIFAGTER 3) MSLLATED FLEXIBLE DLCT MAY SE U5ED IN MAXIMUM LENGTHS OF T-O' PER BRANCH RUN. THE BALANCE OF THE RLN ` SHALL BE HARD PIPE W/ I" IW�UATE7 SLAVE. FLEXIBLE DL OT SHALL BE OWBNS CORNING INL.25 OR E,1UAL 4) SPIN -IN FITTIN9 W/ DAMPER SHALL BE FLEXAIRE RIP OR MtTApJRE MHSD. TYMCAL OF ALL BRANICH DUCT RU+S. 5) ALL DUCTWORK TO BE RAN ABOVE THE 51,1 Dc CEILIW5. 6) HHVAG CONTRACTOR TO RF3rEIVE AND 5ET ROOF MGINTHJ GOHDB.&Ne, n l I UNIT5 AHD PROVIDE MOLWIN5 RAILS. REFER TO 5TRILGTURAL PLAN + � (SHOT 8) FOR LOCATIONS OF ROOF MOUNTED EGU RrEW, O1RB, I AND RAIL DETAILS. T) DLCTH ORK SHOhN 15 FINISHED OD. DIM EN61ON TO BE IN5ULAI W/ I Y" PACT WRAP, INALUDIN5 DIFr'U5B;ZS. .7 8) RETURN DROP' FROM RT-I AND RT-2 TO LE LINED, PIMED AND GLUED W/ I' INSULATION PER INU TRY STANDARDS. 9) COMPLETED IHNSTALLATIOPLci SHALL CONFORM TO ALL AFPLICABIF I LOCAL, STATE, AND FOAL L% COAND ORDMAHL',g, INC an NOT LIMIT® TO THE LATEST EDITIONS OF THE FOLLOWINS: STATE 1301-1D(145 CODE, HFPA-90A, HFPA-% AND HFPA-101. - 10) 5U'PLY AHD REn,RN AIR DUCT DROPS FROM ROOF TOP ANIT5 TO BE ,5 ISOLATED FP40M UNIT VIBRATION WITH FLEXIBLE DLCT GOMF(,TOR5. II). ALL 5U'Pl_Y d RETURN AIR DUC.T5 AND DIFFLGERS, ARE TO BE INSULATED. J I a 12) RUN 18/8 THERMtOSTAT WIRE FROM FAN CONTROL PAI•B TO ROOFTOP ° a UNITS AND 18/2 THEF71I TAT WIRE TO OUTSIDE AIR DAMF$R., is � 13) HVAC CONTRACTOR TO TE5T G ,IC AND BAN.AdJGE ALL ROOFTOP LMITS, '� EXHA[YT HOODS, EXHAJ57T FANS AHD DIFRISERs, TO SPELFIED GFM'5, AND 5LUMIT A WRITTEN RE!FORT TO THE OWNER. 14) 'G' DIFFLEERS TO HAVE 22'X22' BOX FIELD FAEJCA'TED W17 COLLAR INSTALLED IN SIDE GF BOX TO BE FED MEA6URED FOR 12" He&-rr �. 15) THERMOSTATS ARE PROVIDED BY ELECTRICIAN IN FAN CONTROL PANLL - (SEE SHEET .14) HVAC, CONTRGTOR RBHOTE SEN50R5 AND RUN CONTROL WIRE5 FOR. 5TAT5 AND SE•60F;?5 OUTSIDE OF THE FAN CONTROL PANG. 1 I(') ALL GURB5 TO Be O.E PIitE HELD® AND INSULATED 189�1. STD, I Y2" 311b. RIGID INSULATION 6LAED TO INSIDE OF OiRB. ALL. CURET TO HAVE I�' W000 NAILER ATTACHED TO TOP OF CURB. r, :r./' M -= c� ... 0 .. Elm= i M ON so 100 001 no No FAW6 V41LL BE an -LIED AS PART OF THE EXHAUST RPM'5 ARE FOR INITIAL. SET-W. VERIFY Cfm DMth, • - = NIANGE . ULE I. • • r IN IN OR IN i•GALL E 1- MI, Ell DICTHORK SHALL BE FABRICATED ACOORDIW� TO i --- FINAL BALANCINE, OF THE SYSTEM 94AU BE PERNORMIX� OUTLINED IN INSTFRMTION:. By ALL 1-0005 TO BE LL CERTIFIED AlD LABELED. I'1) FRAMING IN 7H15 AREA TO BE GOUBI.P 2x4 O V2" O.G. TO ACCOMMODATE AIR DEVICE PBtTRUATIpM. Y 18) ALL 9O V55FREE BBV5 IN SUPPLY AIR M)OT5 TO HAVE TURNIT•6 VN4Ero. THE D15MANITLING OF ANY DUCT WILL BE RE5611LIRED TO VERIFY VANES. K," . Iq) All DUCT WORK 5 TO BE INSTALLED FEi2 SMAGNA SFI=LIFIGATIC%, . k �- 20) PIEZO ALERTS FOR SMOKE DETEGTOR5 INSTALLED BY HVAC CONTRACTOR. MXj1451 L06ATION 5HAOM ON E.EC.TRIGA- FLAN. 21) HIVAC CONTRACTOR TO aFFLY AND INSTALL WIRE FOR THERMOSTAT AND 5M01<E DETECTOR GIRCOIT5. 22) HVAC CONTRACTOR TO C.ONSLT MLA -I LOW VOLTAGE CONTROL. TERMINALS TO CONTROL PANEL TERMINALS, ; 1 , 0 CO 8'0 I I � I NOIL" •i2 11 ✓/ A ' i 0 =, ••r R • o i o • I-! II �I 9 .un-y ; sQ�, "qZ, _ 4 y5�^ WAG EGUIPMENT- - . ._ _ . --- FROM TH05E LISTED CONTACT AAON :.:OV .- - ROOF INCI-WES CLRBS FOIR RT- 1, RT-2, HA-1, EF- 1, IEF-2, BP-3 NV 3 SETS OF ROOF RAILS. ALL UIRM AREWALATED0 COMPLY H/ NPPA..•. -r - FOR AIR DEVICE FAC<A6E. • ' • .NI_, ALL DfftSERS TO BE ALIHINUM FACE EGUIPNIENT AM MATERIAL PACKASE5 10• r • • ro--r• :r I. Re -AY ( RI ®) TO BE OMRON LYIF--24AC OR E3UAL W/AT.p DRAW NO GREATER THAN 50rrA WITH RELAY MOUNTING BASE RE -AY TO BE MOWTED IN CONTROL CABINET IN ROOF TOP IMITS. EXHAUST HOOD PACKAGE (SEE 5-5 FOR APPROVED aFFLIER5) HOOD d FAN PACKAGE SUPPL.I® BY VeVY'S ON ALL COMPANY OHlEJ 5TORE5. - VERIFY WITH OHNE R'5 RE'RESBNTITIVE WHO 5 TO SU'PLY HCIOD d FAN PACKAGE ON FRANCHISE STORES. INCL LIDF5 KITCHEN HOM5 AkV EXHAL T FANS E!F-I THRU E:F-3, CUR95 FOR EXHAU5T .FANS ARE %%FLIED WITH HVAC MATERIALS PACKAGE. COORDINATE THE DELIVERY. OF THIS PACKAGE WITH THE VEIDY'5 JOB SLPERV150R. ' INSTALLATION BY HVAG CONTRACTOR. .rv._:.m.m.,.:.. e,..-..,..._�.... INSTALLED HONIEYH✓ELL INSTALLS) MODU,ATIN6 DE HFTOINT CONTROL TH®RMOSTAT PSIDE LNIT \ LOCATION \ J-1 � u 1-I 2 GUCT STAT DIFFffiaNTIAL TIiU'UWNEEI- TO BE SET TO 5°F DIFFH2BNfIAL SET POINT OF 65• F. MODULATING / THERMOSTAT I� � LGW VOLTAGE CONTROL WIRI� 3. ALL ITEMS ARE FED IiJRWSHED AND R5TA11®. SEEN51146 BLS TO FAN CONTROL PAI.6_ WA LOCATION ccHTrROL TERMINALS - - -'\ 5E.7.8NGE OF OPERATION FOR 5L1'ftY AIR TBfi'ERING M)'°` UNIT IS ACTIVATED $Y OD5URE GF LOW VOLTAGE CONTACTS IN FAN AND LIGHTING I CONTROL_ PAhg. THESE CONI'ROS ARE IMBRLfX,KED WITH HOODS, TO PROVIDE R - -' THE PURPOSE OF THE INSTAVJATIGN OF THE HOHFYVEj- REPLACEl"IEW AIR HNNENevER HOODS ARE OPERATING. FE:ATIN6 OR GGYJI_IN6 I X � T6031A1024 5 TO ACHIEVE A MINIM." OUTLET rB-P- N+AIE AP AIR STRFIWI IS AGTIVATHJ BY DEW POINT �5E`50R AND DUCOF T MOMTH'J I z ~ R1 T� a BRATURE FROM ROOF TOP l>r1nS OF NO LlEG THAN THERMOSTAT AS REWIRED. YI --� 65-F WHEN OUTA'XX2 TE-T•E2ATURE5 CREATE A MU® AIR G R2�MO Y2 OUTSIDE AIR TB-PERATU� LE56 THAN 65°F AT THE SPECIFIED MAKE UP AIR CONTROLS OIIANTITIES LISTED ON THIS SHEET. WI - WHIL.E IN HEATING MOVE AND WHEN BUILDING SPADE THERMOSTAT IS, SATISFIED,'fB�•FH21W DI.GT STAT LL WILL BRIHJ> ON FIRST STAG HEAT WHEN SUPFLY AIR TEMPERATURE I G � STAT 5 DISABLED WFE•lQVER THE PAHIETS�IN�OT O�DISABLEDA- nN>u (R2)OR CGOLN6 5 BEING CALLED FOR (RI) II I TE••PERMS DUCT STAT DIR}RBNTIAL TH.hEHYi$ L Q ICGlDE16ATIGN N THE IfrA7 ENHANCER. B W RI I o- -OT-14.0- J BUILDING SPACE THBRNbSTAT WILL E•YAGE 240 STAGE HEAT A5 NECESSARY 70 MAINTAIN BUILDING COMFORT. R � II T6031AI029 5/A 5HN51PY� BUU3 TO BE H IN DUCT MHOUhfTEI2 M RGiOF TOP UNITS ON ROHIJ STREAM SIDE OF 1•EATMG SFLTIGN. G0M3U5TION BI171^!ER SECTION SUPPLY AIR TEWERING 5GHEMATIG LEE M 801N ROOF TCP U1175 nFH1E YrlI62 LE'"ilfiN TB•fBSATLREi ClJEE H1IM AR TH-1F8tA1Lf8 TO OALP EUI.V1 E@F @ELYiThl HF.AT►15 CJiLa - CGNfRPLTOR TO VH2l'Y NiTH IRGIIIFLT M)A MAIN SIJF3LY DUCT M)5T BE HELD ABOVE CEILING AT SOFFIT AREA TO ALL FOR R15CES6ED GAN5 RECE55M CANS -- -- - -- ---- -"---------- -------------------------- I ❑ PILE COPY *Elj � c� v• e.0 DROPir S I Ib"PJ I II I I ■ I --j TRANSITION � IN RLLOF-ftlRB-SPrfiE--------' 10'0 10"0 t� • US I WHITE CITY, R. WB'dY'S STORE No. 2000-004 BRIGK)FA6GIA BUILDRN6 ' .. v ;x7p,NTM,l-: t ATTENTION ALL BIDDERS Y; REFER TO WENDY'S APPROVED. SUPPLIER LIST (FOUND ON PAGE S-4) TO OBTAIN NATON.AL fC `U T PHONE NUMBERS AN •jCN;VAC MILE • US I WHITE CITY, R. WB'dY'S STORE No. 2000-004 BRIGK)FA6GIA BUILDRN6 ' .. v ;x7p,NTM,l-: t ATTENTION ALL BIDDERS Y; REFER TO WENDY'S APPROVED. SUPPLIER LIST (FOUND ON PAGE S-4) TO OBTAIN NATON.AL fC `U T PHONE NUMBERS AN •jCN;VAC MILE EQUIPMIENT d GONNEGTIOW--) i • ♦ ♦ 1 ♦ II + 1 1 \ HVAG M TOR5 of EQUIPMENT CO7NNEGTIONE.-) NOTE-5 / _ ♦ 11 � 1 " 1 1. 11 II 11 1 1 II 11 � ♦ ♦ 11 ♦ ♦ ♦ 1 ■■ In 1 ♦ 1 1 ♦ l 11 � • - - �� ; 1 ♦ • . j., 1 n 1 '1 � . i , ' u ♦ it ' i 1 • 1 11 • ♦ • . /' . .I'\► .'. 1 • � � 1 ��4 , 1 1 11 • (� f. • i 11 ` II 1 1 : 11 1 ♦ i 1, ♦ _.___ I I .! • I'.. • .> - , e EN 5KTGH N� . Al I w.. . . e4qzc - _ 0TE MEW _ _ 1 r 51ACKE VETEGTOR5 • N:F:). Co1IKATE WTAUATION rt ■ p - � w z" k 1 ATTENTION ALL BIDDERS REFER TO WENDY'S APPROVED SUPPLIER LIST (FOUND ON PA ,GE S-4) TO OBTAIN NATONAL CCL UNT PHONE NUMBERS ANDtNkAr.`%WIl V e4i U5 I V4I-IITE GITY, FL ELEGTRIG FRY5ZSMANSUOVEN ELW,TRIG GRILLEi SEAL . j • a . no I m = 5 I EXTERIOR VIA11 I Y2' CONDUIT BY EG. VP G/T E6UPt ENT CABINET (3) FM OF 4 05550 MGM TM � IN 3y2 CONDUIT EACH. SET LINPERsRC1w To POWER C.O. PAD MITD. XFm R. (VERIFY EXACT LIxATICN IN FIELD) THESE C.OMFGTIPS ARE PRE311RED AT TORY GENERAL NOTES I 1) ALL GIRCUIT BREAKER5 SHALL Ef'BOLT-GN ON-Y 2) All. BUSSING SHALL BE COFFER GI•LY 3) PANBS "A" 't3 AND "G' SHALL BE GIRGUITE7 AS 4) THERM05TAT5 TO E!E PRO,/U3' WITH FAN CONTROU"A P WITH Rlat7TE SEND BY 9ryGTRICAL GQRTRAiGTQR. ,a " 5) ALL PANB.5 TO BE II 6) EXHAUST- FANS CGh£ ON VVE N ANC SYSTEM AC WATES To MST CODE R.FIREJ, S 7) ALL BKTRK,AL WIRING SHALL BE RUN M CONPLIT ABPiE CELMA LkLE 5 5FF3UFICA Y PROI-0BITEV BY BUILDITLW DWAFZrMENi OR APPROV$7 BY V6d7Y'5 CCNSTRLGTIGN 8) DLSTRUBUfION `•�'.�.` SYSTEM RATED � E6rGYt0 AIG y=.,...,_... ' .. a14)-3/O THW d a2 GR.D. IN 2V2' CONDUIT (ABOVE CEILING) 225A M.L 225A ML 120/2t'�BV,3P,4W 225A M.L r COOKCE TE R PAMB- 12O/200V,3P,4W 03OLT-IN) NOTE * 5RW-TRIP BREAKER C414TROLLED BY AN� 5YSTB-1. SHUi1:OM OF ROVER ON LOAD SIDE OF BREAKER SHALL GCGUR CN ACTIVATION OF FIRE 5UPPRL£ION SYSTEM OR LpON MOFBNTARY C.ONTAGT OF ELELTRJGAL SHUT DOM 504IT644 OR-F i 4 � # : 6! • 'y f, tll LL ] ni � dir _ 3a� h (4) 500 :ITS 'lE#i1f * I z 400A M.L. PANG- 'G' I--2Or BV,3P,4W (REGE55EV) 1v 4 r F b0OA M.L O s IS 4 - 11-1a" ,-IN P/Wi 'G" PALS "A" 2OOA-3" 15OA CCgXf.BrtR PAL'&_ 'B' 125A?F' gpA?P� MAi}-I RT-2 a k MAM MT. PAA6- "DP" 120/206V, 3P,4W OWL 4 c CTRIC PANEL 11 11 B ELECTRIC PANEL 11 11 G 14 �. € 3 +A r . MAIN LLIS-12042X 5 VOLT-3PH, 4 WIRE 400 ANP, 42 CIRCUIT MAIN LUI G-12O/208 VCLT-3PH, 4 WIRE ^3I 225 AMP, [�ORGUIT BRKR. 20/2 CIRCUIT BRKR 30/5 KW ITEM 3.4 !cE KvHm ITEM RANNE Ov'E N KW 16 BRKR 60/5 CIRCUIT 1 2 BRKR 50/5 KW IC 15 OPEN FRYER • •• ITB-I MANSE TOP) ^ T34 3 4 # � S' 20/1 5 6 a . FROSTY MACA*e 5b 30/5 l 1 8 20/3 20 PKK-IN Wa.E 2 PARSE OvEN 8 50/2 l 8 50/3 15 OPEN FRYER (OVEN) a 1 q to 11 122 ELECTRIC LOAD SUMMATION 5.8 30/3 13 14 20l3 20 VNLK-M FREEZER SPANRE Rr-1 22 20/1 't7/3 11 13 12 14 50� IS Orel FRYER - LOAD TYPE CgTID DEMAND FROSTY MAGNRE IS Ib IS 16 . , Il LIGHTING 6[x� ay 5.15 KW ,7 20/1 19 I8 20 W13 1.5 RN FREMER 5P,y4-: 20/1 IT 14 18 20 50/3 15 OPEN FRYER ISt.B�TACdJ3 EXTERIOR LI6HTINS 63 KW 21.10 KW 6910 KW 25.9E KW 54LVD REWWRATOR aNuv+A� 2.0 20/1 21 22 HOOD L1WA VIA TB3-AW4TIR_ 15 .4 27/I 21 22 KITGH@l EpJIR•8dT 130,11 KW I0448 pV PRIVE HF;W CO NATO 1.0 20/1 23 24 SRW TRF Se VIA T63NFL4L 96 .1 2J/1 29 24 RGYJFTCP LR'UT5 44 KW 352 KW BIM FR�R L16W .5 20/1 25 215 150 2.3 GRILL E>4NPU"T hIVTOR STARTER PITA VNAMI 1.5 20/I 25 26 50/3 1125 PREBEL4RE FRYER FtNI-I 90 Kw 24 KW IGS BOX LI6FIf5 .4 20/1 27 28 VIA TERMMNS 1,2,E BIM TOASTER 2b 20/2 27 28 GRILIJ3 32.00 KW 2240 10'7 REFRIGERATOR 2.6 50/1 2H 30 24 30 HAND DRYEZ5 46O KW 386 KW FRY LRE REACH -IN F b 23 2O/1 20/1 31 � 32 34 15/3 1.5 P21f62 EMLVYT N17rOR STARTER VIA TSU41NALS 7,5,4 Ear WATER WATER 12 50/3 31 32 34 20/I C. REU I.TORS RQ:F TOP *t POHER SOAK SINK HOT WATER WATER I.Cq Kw 12 Kfly 1.44 Kw 'Lb py RAND DRYER LIAlY� DRYER 2-32O/I 35 36 36 ZVI SPARE E)OW T PAN 3.6 kw 3.04 KW SPARE 20/I 37 38 20/2 1.8 POVETR SOPK 5MC SPPNZE 20/1 37 38 27/I SPAREFREEZER CN2MFlATER .7 20/1 39 40 /G9':1.H2 S.;X3� KW 5S0 KW 20/I 1 41 1 42 20/I SPARE SPARE 5PARE 20/I 200 3R 41 40 42 27/I 2O/I SPARE SPARE `•2''4r� TOTAL LOAD 299 NO SCALE RISER w ce . LLLJJJN...JJJ J can W N � H P SPEV'IFI TO50000,00"w URPOSE SURVEY UNDATION TIEIN) 276.81' n LEGAL DESCRIPTION: (BLOOMSTER PROFESSIONAL LAND SURVEYORS) THE NORTH 275.81 FEET OF LOT 24 OF WHITE CITY SUBDIVISION IN SECTION 3, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ACCORDING TO SHEEN'S SURVEY AS PER PLAT RECORDED IN PLAT BOOK 1, PAGE 23, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LESS THE WEST 78 FEET THEREOF; BEGIN AT THE POINT OF INTERSECTION OF THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 1 NORTHNO. LINE) AND THE OF SAID LOTRTH 24 A INE D DISTANCE I OFLOT 24; THENCE 251 73 FEET TO TOHETH 89'19'39" EAST NORTHEAST CORNER ALONG SA DTLHE OT 24; THENCE SOUTH 00'02'24" EAST ALONG THE EAST LINE OF SAID LOT 24 A DISTANCE OF 275.81 FEET; THENCE NORTH 89'19'39" WEST ALONG THE SOUTH LINE OF THE NORTH 275.81 FEET OF SAID LOT 24 A DISTANCE OF 251.92 FEET TO A POINT ON THE EAST RIGHT OF WAY LINT OF SAID U.S. HIGHWAY NO. 1; THENCE NORTH 00'00'00" EAST ALONG SAID RIGHT OF WAY LINE AND THE EAST LINE OF THE WEST 78 FEET OF SAID LOT 24 A DISTANCE OF 275.81 FEET TO THE POINT OF BEGINNING N t6 el EX / 5 T/n/G C43S FOUNOA7/0N 70/— E'LE'V. _ /8.3/' 0000'00"E 275.81, Gh/ WAY NO. 1 (/z0 , k/w ) 55-.67 _-— --_ - M -r- N 20 0 10 20 40 GRAPHIC SCALE 1:20 (IN FEET) SURVEYOR'S NOTES 1. The purpose of this Survey is to show the location of the existing concrete foundation in relation to the property lines. Boundary information was taken from a Survey performed by Bloomster Professional Land Surveyors. 2. Subject to any applicable easements, rights -of -way, or other restrictions of record. 3. A search of the Public Records has not been made by this office. 4. Bearings shown hereon are relative to the East R/W line of U.S. 14WY, NO. 1 bearing NO0000'00"E. 5. Legal Description was provided by the client or client's representative. 6. This map is not valid without the signature and the original raised seal Of a Florida Licensed Surveyor and Mapper. 7. Certified TO: Timbergate Builder's, Inc. k,eccaa - A Arc Laglh FFE Fioitbvi Float El oa FRM pamanalRu Monymat ,;f _ `_ AC Au Conditioning FH rut Hydrmt PROP proposed ALUM Motor. FRO Found PSM Prnfmional S.,oc e. RiapPQ ANC Anchor FPL Florida Pony@Light Ff Pow cfTu,Bacy ` AVE Avenue FHP/Y Hlghwry PWR Power BLDG BLVD Building NWF Hog Warc Fax R Reim \1 Boulevard mB. Idatifioriot lll,iblo ENO Range 1�nn VI BLK IR RM ReiinvW latl Swvtyw BST BellSourh Tclryhooe Box Roo Rod R/R Ruhod •y GLC CW aT LiamedB R/R' Righter( --Wry N GTV CCCL Cablehl. TV Box M Maawad DDoomwemian SEC Section CUB Cwnal Coma Conwl Line MEW Mon High Wier SFWMD South Florida Muugenwi Chord Baring NO NO R Dial, -.SQ FT Doi Sq. Fat CH D Chord Disuna Nava National Goo lead, Venial Dao,m SR Shoo, Road CIL Catoriine NO Norther SI' Strait, CLF Chain Link Faa NSLRWCD M. St Lucie Rive W. Control Duo ie S/r ST& Took !� N- CM Canaete Monumat OCCD O"tudi SUB S hi irhice CONC Coo. OHUL CAerboad Uriliv Line TOR Tnp of Bulk OA COv CUVVCd ORB Official Rearda Book TRANS Tourral c \ CPP Co. P.w Polo P Plat Di—ir, 1'f Third, p CIS Convec Slab PS PW Book TWP Towoahip CVC D Comore Valley Coot, PC Pointolcurvaua ME Utiliry Drei,ugc Eaacmml (y� 'V DE Delta Dnaimge E°1etnud PCP �' P.1, Control Point Abe UE Utility Fiaunaa OF Drainficld PR parts KYon UP VAC Utility Pole V., ? MUM Dori R Utility Euancnt FLS Praf®aol Lood S,evrya WM WrorM. El EV Elc ft PLTR Planter W/F Wo.:.l Ft. till BOW U,cnl'Fuanai me Pointof Beginning WPP Wood Pow. Pole Fdgeofwatar POC Pow of Ouvanue ESMT I F.'rot me PowofRoveae Curvewe 6 Virginia Ave LFT PIERCE` 0 — 611 Edwards Rd an i 605 / 17 I n �0 1011- A NO Oeatherbee Blvd iSite tzd LOCATION MAP S06. 95' DRAWN BY: M✓w DATE INFIELD: /O - 9- 00 CHECKED BY. /V) a/ (.(/ FIELD BOOK: PAGE: DATE DRAWN: /0- /0 - 00 JOB No. 00 - 169 MICi-IAEL J. WEATHERINGTON NOT VALID 11NLESSEALED WITH AN EMBOSSED SEAL. PROFESSIONAL LAND SURVEYOR 5721 BRIARGATE LANE FORT PIERCE, FLORIDA 34981 VOICE (Still 461-8084 MICi A �.t� EA INOTDN i (/�\ MOBILE 529-6777 PROFESSION L IIRVEYOR&MAPPt DATE BV i QQQ FAX (S61) 465-2186 FI-ORIOA TIFICATENO.5564 "'R III W • i d 0 �� , IR, ``asfiml ® a in�{' Z _v; w 3wc N r wz w �•N U o�waa 5z„ a w wwZ�� a w I ow�w �w a� W n"�NNz ��w�zrQQ ,nZUw3 Z 2 who w g � N N ma36R NZos V� Z< w� aw Nw ;a o- aw2- �asw� Z N2 U iL21 V- =3� c� O owN Jw ' 0 rrr SCALE Aj AS NOTED B NUMBER S00 224 19E 275.81' _ _ _ _ - - -- -� t L&bN CAPE BUFFER" f _. _�.--- __ GENERAL NOTES: 1. GEOMETRY, PAVING, DRAINAGE, UTILITIES & OFFITE HAS BEEN PROVIDED BY WENDY'S INT'L, WESTCO & JEFF IRAVANI, PE & BLOOMSTER PLS (SURVEY DATED 3-28-00), 2. OFFSITE FEATURES & ON -SITE DRAINAGE OTHER THAN PROVIDED IN SU VEY OR AS -BUILT RAWINGS IS FOR INFORMATION ONLY AND !,OUTSIDE THE PROJECT SCOPE. 3. THE CONTRACTOR SHALL PROVIDE 48 HRS. NOTICE TO ALL UTILITY COM ANIES OF CONSTR TION ACTIVITIES AND COORDINATE WITH UNDERGROUND LOCATOR PRIOR TO ANY WORK TO VERIFY LOCATION OF U.G. UTILITIES & DUCT BANKS. 4. ALL REQUIRED DEMOLITION SHALL BE PERFORMED PRIOR TO PROPOSED CONSTRUCTION ACTT ITIES. 5. ALL CONSTRUCTION MATERIALS & METHODS ARE TO BE IN ACCORDANCE WITH LATEST ST. LJCIE COUNTY, FT. PIERCE UTILITIES & FDOT STANDARDS AND SPECIFICATION 6. LENGTHS OF PIPES SHOWN ARE APPROX. & SHOULD NOT BE USED TO DETERMINE STRUCTU E LOCATION. CONTRACTOR SHALL OBTAIN A COPY OF ALL AS-BUILTS SURD 7. THE CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, CATCH 3ASIN GRATES, ETC. TO BE FLUSH WITH FINISH GRADE. 8. THE CONTRACTOR SHALL VERIFY GEOMETRY WITH BLDG. DIMENSIONS FROM ARCHITECTURAL LANS. 9. THE CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY FOR ANY DISCREPANCY BETWEEN ANS AND ACTUAL FIELD CONDITIONS. 10. THE CONTRACTOR SHALL PERFORM ANY TESTS AND OBTAIN ANY SURVEYS PRIOR TO CONS FRUCTION TO DETERMINE ACTUAL FIELD CONDITIONS. 11. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE PROPER CLEAR NCES FROM PROPO ED AND EXISTING UTILITIES AS REQUIRED BY PLANS, CODES AND/OR SPECIFICATIONS AND SHALL NOTIFY ENGINEER IMMEDIATELY IF SUCH CLEARANCE IS NOT A AILABLE. 12. THE CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES AND SHALL UTILIZE ALL NEC SSARY MEASURES TO MINIMIZE CONSTRUCTION ACTIVITY IMPACT AS REQUIRED BY MASTER SYSTEM POLLUTION PREVENTION PLAN. 13. ALL CONCRETE SHALL BE 3,000 PSI UNLESS OTHERWISE INDICATED AND IN CONFORMANCE WITH ACI BLDG. CODE REGUIREMENTS. 14. THE CONTRACTOR SHALL COORDINATE W/ THE OWNER/DEVELOPER & CONTRACTOR TO CO RDINATE ALL ACCESS CONDITIONS, DE14OLITION FOR MATCH OF PVMT./ SIDEWALK/UTILITIES, LANDSCAPE & IRRIGATION, ETC. 16. SEE: PLAN SHEET SG1 & DETAIL SHEET FOR ADDITIONAL SIGNAGE ANIE STRIPING DETAILS c COMPLY WITH ST. LUCIE COUNTY CODES. 17. SIGNAGE INSTALLATION SHALL BE COORDINATED WITH ILLUMINATION, LANDSCAPING, IRRIGAT ON, UTILITY & DRAINAGE PLANS. 18. AN EASEMENT SHALL BE PROVIDED FOR FPL TO INSTALL/RELOCATE TRANSFORMER AS RE IRED AND SHALL ,BE COORDINATED W TH SIGNAGE; UTILITIES & IRRIGATION. LEGAL DESCRIPTION: (BLOOMSTER PROFESSIONAL LAND SURVEYORS) C) I 20 0 10 20 40 III I 1= GRAPHIC SCALE 1: 20 (IN FEET) SITE CONTACTS PROGRAM REQUIREMENTS: WENDY'S INTERNATIONAL, INC. (800) 7 6-6989 CONTACT: PAUL MEEK CIVIL ENGINEER: HOL YCE L HOOVER, PE (561 219-1769 CON AC HOLLY HOOVER SURVEYOR: BLO MS ER PROFESSIONAL LAND SURVEYOS, INC. 791 NE DIXIE HIGHWAY JEN EN 3EACH, FL 34957 (561) 3 4-0868 CONTACT: BOB BLOOMSTER LANDSCAPE ARCHITECT: RICH RD BARTLETT LANDSCAPE, INC. 14417 STIRRUP LANE WEL ING ON, FL 33414 (561) 7 5-0443 CON TACT: RICK BARTLETT PL T TATUS, ZONING, CONCURRENCY: ST LUCIE COUNTY (561) 4 2-1581 CONTACT: CINDY SNAY DRAINAGE N ST LUCIE RIVER WATER CONTROL DISTRICT (56 ) 4 1-5050 CONTACT: CAROL DONAHOE WATER & WASTEWATER UTILITIES: FT PIERE UTILITIES (56'✓) 4 6-1600 CONTACT: CINDY SOUTHERD SOLID WASTE COLLECTION FLORIDA RECYCLING (561) 64-8515 CONTACT: TELEPHONE BE LS UTH (5 1) CO TA T: EL C RIC UTILITIES: FP L (561) 89-6287 CONTACT: DELBERT LYNN A813EVIATIONS BLDG BUILDING BL.CO C. BLACK CONCRETE CB CATCH BASIN CO!I CLEAN OUT CS COMBO -STAND COIJC CONCRETE CJII CONTROL JOINT Dlf DUCTILE IRON PIPE D.T. DRIVE -THROUGH EL I ELEVATION EMI ELECTRIC METER EX -TRI NCH EXFILTRATION TRENCH EXI ST EXISTING FP FLAG POLE GM GAS METER GC GENERAL CONTRACTOR HDPE HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINT IE INVERT ELEVATION LA LANDSCAPE AREA LB LANDSCAPE BASIN I LIP LIGHT POLE ! ME MENU -BOARD ss SPEAKER STAND P RF FE PERF. POLYETHLYNE PIPE P W PICK-UP WINDOW P C POLYVINYLCHLORIDE PIPE P MT PAVEMENT 5' 5' RADIUS S N SANITARY SERVICE PIPE SF SAMPLE POINT S P SEPARATION T P TYPICAL WI WATER SERVICE PIPE WIM WATER MAIN THE NORTH 275.81 FEET OF LOT 24 OF WHITE CITY SU BDIVISION IN SE CTION 3 TOWN SHIP 36 SOUTH, RANGE 40 EAST, ACCORDING TO SHEEN'S SURVEY AS PER PLAT RECORDED IN PLAT BOOK 1, PAGE 23, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LESS THE WEST �,,8 FEET THEREOF; BEGIN AT THE POINT OF INTERSECTION OF THE EAST RIGHT OF WAY LINE OF U.SJ HIGHWAY NO. 1 (S.R. No. 5) AND THE NORTH LINE OF SAID LOT 24; THENCE SOUTH 89'19'39" E ST ALONG THE NORTH LINE OF SAID LOT 24 A DISTANCE OF 251.73 FEET TO THE NORTHEAST CORNER SAID LOT 24; THENCE SOUTH 00'02'24" EAST ALONG THE EAST LINE OF SAID LOT 24 A DISTANCE OF 275.81 FEET; THENCE NORTH 89'19'39" WEST ALONG THE SOUTH LINE OF THENORTH 275.81 FEET 01 SAID LOT 24 A DISTANCE OF 251.92 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF SAID U.S. HIGHWAY NO. 1; THENCE NORTH 00'00'00" EAST ALONG SAID RIGH IOF WAY LINE AND THE EAST LINE OF THE WEST 78 FEET OF SAID LOT 24 A DISTANCE OF 27 .81 FEET TO THE POINT bF BEGINNING CITE nATA 1 Virginia Ave ET PIERCE\ o o� - 611 Edwards Rd d > N m o f v � Weatherbee Blvd � p IR ,aWaH Ftd P4 - 7 22 VK i LOCATION MAP CIVIL LEGEND EXISTING DESCRIPTION B * 5' BOLLARD rMP FIRE HYDRANT s BACKFLOW PREVENTOR -; WATER VALVE WATER METER MANHOLE "' • Co CLEAN OUT ,-, ........ -4 REDUCER TRANSFORMER POWER POLE - - f - E - UNDERGROUND ELECTRIC -- - - GE - OVERHEAD ELECTRIC _.. _ s - SANITARY SEWER T - TELEPHONE W ....... - w - WATER f,'-- -GAS- GAS LINE GREASE TRAP MANHOLE A Tti GAS VALVE I(I� CATCH BASIN X/ ELEVATION HANDICAP PARKING SPACE o SIGN �-�-- SIGN ❑ PULL BOX �- FLOW ARROW 'I TRAFFIC ARROWS CONSTRUCTION TAGS © BLACK CONCRETE (WENDY'S SPEC.) © (2) 4" PVC CONDUIT © LANDSCAPE AREA, SEE: L1, 11 & DETAILS (1) YELLOW CURB STRIPE QA ASPHALT PVMT (S3), SEE: DETAILS QM MATCH LINE TO WALGREENS AS -BUILT S1 ENTER SIGN, SEEN SG1 ® PICKUP WINDOW SIGN, SEE: SG1 COMBO SIGN, SEEN SG1 ® ORDER STATION, SEE: SG1 © STOP SIGN, SEE: C4 ® CLEARANCE SIGN, HT. = 8'6", SEE: SG1 ® PYLON SIGN (HEIGHT 28'), SEE: SG1 ® HANDICAP PARKING SIGN, SEE: C4 O PARKING SPACES AVG. SITE ELEV.: 15.36 FT NGVD AVG. FINISH GRADE: 16.75 FT NGVD FINISH FLOOR: 18.50 FT NGVD TOTAL LAND AREA: 69452 SF (1.59 ACRES) BUILDING LOT COVERAGE: 4.8% (50% !ALLOWABLE) IMPERVIOUS AREA: 25538 SF (0.59 ACRE) (37%) BLDG. AREA: I 3330 SF 0.08 ACRE) S%) DRIVEWAY/PARKINd AREA: 20686 SF 0.48 ACRE 30.2%) SIDEWALKS: OUTDOOR STORAGEkTRASH ENCL.): 1030 492 SF SF 0.02 0.01 ACRE) ACRE 1.3%) 0.6%) PERVIOUS AREA: 43688 SF 1.00 0.34 ACRE) ACRE) 63%) 21.4%) BUFFER/PERIMETEf: 14879 SF 0.07 ACRE 4.4%) INTERIOR/ISLAND LANDSCAPING: 3332 SF DETENTION AREA 17613 SF 0.41 ACRE 25.8%) CANAL/SWALE: I, 7864 SF 0.18 ACRE 11.3% TOTAL PARKING SPACES REQUIRED: 33 SPACES TOTAL PARKING SPACES PROVIDED: 33 SPACES HANDICAP SPACES REQUIRED: 2 SPACES HANDICAP SPACES PROVIDED: 2 SPACES LAND USE PLAN DESIGNATION: COMMERCIAL COM) SETBACKS ZONING DISTRICT: COMMERCIAL, GENERAL (CC) FRONT 25' EXISTING USE: VACANT REAR 20' PROPOSED USE: FAST FOOD RESTAURANT SIDE 10' i W a i r Q O) N � Of W LLJ Z_ �� Q 0 CD Z WV)0Q W J J LL_ J LL J i Q31- F__:10 U W J�ZOr, 0 z W = I J U � 6' iC)JN JNQ.. Z r OLn 3: L0 C) = r (W �o FL PE No. 52-066 z 0 0 U w o_ 0 0 a I� z 10- 'w o_ a N _ U z z N J w � w z m c 11 I� d zI 0 w a x x C a x x w Of w 0 o N m o J a Z N W o uj Y H V a I 0 K = U o 0_ w n 0 a< ZO N r- n o F- `' < zEn 0 =Mly z � oo ip 0 Y C) � W z U � Q N 30�^ w O�oW o0 0_'QP'0J 00 0_ 0_ UNU Lp ® Z Q � a .; 10 Lli PERMITTING I• BIDDING CONSTRUCTION C� SITE LOCATION: WENDY'S OLD FASHIONED HAMBURGERS US HIGHWAY 1 WHITE CITY, FLORIDA BLDG. Type �2000 BLOCK '!OB No. SHEET No. 004 C1 Ii .. u SOO 2'24 "E 2 f - -- -- Y - - � - - � - --- I TOB EL=15.50 ti - _ .__ - - _ BTM EL=11.00 I I r I c� F: qr fr� i GENERAL NOTES: 1. GEOMETRY, PAVING, DRAINAGE, UTILITIES & OFFITE HAS BEEN PROVIDED Y WENDY'S INT'L, STCO & JEFF IRAVANI, PE & BLOOMSTER PLS (SURVEY DATED 3-28-00). 2. OFFSITE FEATURES & ON -SITE DRAINAGE OTHER THAN PROVIDED IN SURVEY OR AS -BUILT D AWINGS IS FOR INFORMATION ONLY AND OUTSIDE THE PROJECT SCOPE. 3. THE CONTRACTOR SHALL PROVIDE 48 HRS. NOTICE TO ALL UTILITY COMPANIES OF CONSTRUCTION ACTIVITIES AND COORDINATE WITH UNDERGROUND LOCATOR PRIOR TO ANY WORK TO VERIFY LOCATION OF U.G. UTILITIES & DUCT BANKS. 4. ALL REQUIRED DEMOLITION SHALL BE PERFORMED PRIOR TO PROPOSED CONSTRUCTION ACTIVIFIES. 5. ALL CONSTRUCTION MATERIALS & METHODS ARE TO BE IN ACCORDANCE WITH LATEST ST. LLDE COUNTY, FT. PIERCE UTILITIES & FDOT STANDARDS AND SPECIFICATION', 6. LENGTHS OF PIPES SHOWN ARE APPROX. & SHOULD NOT BE USED TO D TERMINE STRUCTUR LOCATION. CONTRACTOR SHALL OBTAIN A COPY OF ALL AS-BUILTS SURb 7. THE CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, CATCH BASIN GRATES, ETC. 0 BE FLUSH WITH FINISH GRADE. B. THE CONTRACTOR SHALL VERIFY GEOMETRY WITH BLDG. DIMENSIONS FROM ARCHITECTURAL P ANS. 9. THE CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY FOR ANY DISCREPANCY BETWEEN PL NS AND ACTUAL FIELD CONDITIONS. 10. THE CONTRACTOR SHALL PERFORM ANY TESTS AND OBTAIN ANY SURVEYS PRIOR TO CONST UCTION TO DETERMINE ACTUAL FIELD CONDITIONS. 11. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE PROPER CLEARA CES FROM PROPOS D AND EXISTING UTILITIES AS REQUIRED BY PLANS, CODES AND/OR SPECIFICATIONS AND SHALL NOTIFY ENGINEER IMMEDIATELY IF SUCH CLEARANCE IS NOT AV ILABLE 12. THE CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES AND SHAL UTILIZE ALL NECE SARY MEASURES TO MINIMIZE CONSTR CTION ACTIVITY IMPACT AS REQUIRED BY MASTER SYSTEM POLLUTION PREVENTION PLAN. 13. ALL CONCRETE SHALL BE 3,000 PSI UNLESS OTHERWISE INDICATED AND < IN CONFORMANCE V ITH ACI BLDG. CODE REGUIREMENTS. 14. THE CONTRACTOR SHALL COORDINATE W/ THE OWNER/DEVELOPER & CONTRACTOR TO COORDINATE ALL ACCESS CONDITIONS, DEMOLITION FOR MATCH OF PVMT./ SIDEWALK/UTILITIES, LANDSCAPE & IRRIGATION, ETC. 16. SEE: PLAN SHEET SG1 & DETAIL SHEET FOR ADDITIONAL SIGNAGE AND STRIPING DETAILS &' COMPLY WITH ST. LUCIE COUNTY CODES. 17. SIGNAGE INSTALLATION SHALL BE COORDINATED WITH ILLUMINATION, LANDSCAPING, IRRIGATI , UTILITY & DRAINAGE PLANS. 18. AN EASEMENT SHALL BE PROVIDED FOR FPL TO INSTALL/RELOCATE TRANSFORMER AS REQU RED AND SHALL BE COORDINATED WI SIGNAGE, UTILITIES & IRRIGATION. m SI 0 10 20 GRAPHIC SCALE 1:20 (IN FEET) CONTACTS 40 PR GRAM REQUIREMENTS: WENDY'S INTERNATIONAL, INC. (80) 7 6-6989 CONTACT: PAUL MEEK CIVIL NGINEER: HOL-YCE L HOOVER, PE (56 ) 2 9-1769 CONTACT: HOLLY HOOVER SURVEYOR: BLO MS ER PROFESSIONAL LAND SURVEYORS, INC. 791 NE DIXIE HIGHWAY JEN EN BEACH, FL 34957 (56 ) 3 4-0868 CONTACT: BOB BLOOMSTER LANDSCAPE ARCHITECT: RICHARD BARTLETT LANDSCAPE, INC. 144 7 STIRRUP LANE WEL-ING ON, FL 33414 (56 ) 7 5-0443 CONTACT: RICK BARTLETT PLAT STATUS, ZONING, CONCURREfqCY: ST UCIE COUNTY (56 ) 4 2-1581 CONTACT: CINDY SNAY DR IN GE I N T L CIE RIVER WATER CONTROL DISTRICT (56 ) 4 1-5050 CONTACT: CAROL DONAHOE WATER & WASTEWATER UTILITIES: ! FT IER E UTILITIES (56) 4 6-1600 CONTACT: CINDY SOUTHERD SO ID WASTE COLLECTION FLCRIDA RECYCLING (561) 64-8515 CONTACT: I TE�EPHONE BELLS UTH (51) CONTACT: ELECTRIC UTILITIES: FP&L (561) 89-6287 CONTA T: DELBERT LYNN ABBREVIATIONS BLDG BUILDING BL.K.CO 4C. BLACK CONCRETE CB CATCH BASIN co CLEAN OUT IDS COMBO -STAND CO NC CONCRETE CJ' CONTROL JOINT DIP DUCTILE IRON PIPE D. T. DRIVE -THROUGH EL ELEVATION EM ELECTRIC METER EX --TRENCH EXFILTRATION TRENCH EXIST EXISTING FP'! FLAG POLE GM GAS METER GC!, GENERAL CONTRACTOR HDPE HIGH DENSITY POLYETHYLENE PIPE HPi HIGH POINT IE INVERT ELEVATION LA!! LANDSCAPE AREA LB! LANDSCAPE BASIN LP LIGHT POLE MB MENU -BOARD SS SPEAKER STAND PEf, F P PERF. POLYETHLYNE PIPE PUW PICK-UP WINDOW PVC POLYVINYLCHLORIDE PIPE PVMT PAVEMENT 5'R!, 5' RADIUS SAN SANITARY SERVICE PIPE SP ! SAMPLE POINT SEPARATION TYF1 TYPICAL W WATER SERVICE PIPE WM WATER MAIN c Virginia Ave ``_FT PIERCE\ o 70 O o� Edwards Rd N 605 I 1 LWeatherbee m Blvd ` ositdWaY µd 712 M� LOCATION MAP CIVIL LEGEND EXISTING PROPOSED DESCRIPTION B B 9 5' BOLLARD 41 FIRE HYDRANT -1`tj\ BACKFLOW PREVENTOR WATER VALVE M❑ WATER METER IS MANHOLE c' • CO CLEAN OUT ... _. REDUCER 4 T❑ TRANSFORMER co� POWER POLE ......... , - E - UNDERGROUND ELECTRIC - - OE - OVERHEAD ELECTRIC ....... _ S _ SANITARY SEWER .......... - T - TELEPHONE ......... - w - WATER - GAS- GAS LINE GREASE TRAP MANHOLE Gv GAS VALVE ❑EM CATCH BASIN s.. I ��. ELEVATION HANDICAP PARKING SPACE o SIGN SIGN ❑ PULL BOX --i - FLOW ARROW /I TRAFFIC ARROWS CONSTRUCTION TAGS © BLACK CONCRETE (WENDY'S SPEC.) (2) 4" PVC CONDUIT © LANDSCAPE AREA, SEE: L1, 11 & DETAILS OT YELLOW CURB STRIPE QA ASPHALT PVMT (S3), SEEN DETAILS QM MATCH LINE TO WALGREENS AS -BUILT S1 ENTER SIGN, SEE: SG1 ® PICKUP WINDOW SIGN, SEE: SG1 COMBO SIGN, SEEN SG1 ® ORDER STATION, SEE: SG1 STOP SIGN, SEE: C4 ® CLEARANCE SIGN, HT. = 8'6", SEEN SG1 ® PYLON SIGN (HEIGHT 28'), SEE: SG1 BORING, EXFILTRATION TEST LOCATION ® HANDICAP PARKING SIGN, SEE: C4 7O PARKING SPACES PAVING & DRAINAGE NOTES 1. ALL CURBING TO BE TYPE "D" AND SHALL MATCH WALGREEN'S CURB ® MATCH LINE ALL ASPHALT TO BE TYPE S3, SEE: DETAILS . FOR BLACK CONCRETE SECTION, SEE: DETAILS, WENDY'S SPECIFICATION 4. D MPSTER SLAB TO BE 6" ABOVE FINISH GRADE (SEE: SHEET C6) 5. CONTRACTOR SHALL DEVLIVER SHOP DRAWINGS TO ENGINEER PRIOR TO ORDERING MATERIALS 6. CONTRACTOR SHALL AS-BUILTS TO ENGINEER PRIOR TO CERTIFICATION 7. BACKFILL AND BEDDING MATERIAL SHALL BE NON -COHESIVE AND NON -PLASTIC, FREE OF DEBRIS, LUMPS CLODS, WOOD, BROKEN PAVEMENT OR ANY! ORGANIC OR UNSUITABLE MATERIAL. NO ROCKS LARGER THAN 6" WILL BE PERMITTED AS BEDDING OR BAqCKFILLING. ANY MUCK MUST BE REMOVED IN ITS ENTIRETY AND REPLACED WITH SUITABLE BACKFILL MATERIAL, AS DESCRIBED ABOVE AND DIRECTED BY ENGINEER E. RESULTS OF DENSITY TESTS SHALL BE PROVIDED TO THE ENGINEER . AL PIPES ARE TO BE INSTALLED WITH WAITER TIGHT JOINT 10. ALL NEW UNDERGROUND INSTALLATIONS BLOW PROPOSED PAVEMENT MUST BE CONSTRUCTED PRIOR TO COMPACTION OF SUBGRADE 11. DETECTOR LOOPS (2 REQUIRED) SHALL BE INSTALLED UNDER D.T. PRIOR TO POURING CONC. 12. FINISH GRADE SHALL BE t,05' MAX. FROM ELEVATIONS DEPICTED 13. CONTRACTOR SHALL PROVIDE CONNECTION' FROM ANY RAIN LEADERS TO CLOSEST CATCH BASIN 14. CONTRACTOR SHALL CHECK ALL SIDEWALK FOR ADA COMPLIANCE 1!5. ENDY'S SHALL MAINTAIN THE DRAINAGE EASEMENT AREA IN AGREEMENT W/ WALGREEN'S LiJ LO I �Q� d� N Of j l .-. Irf OLLJ r� W Z O - O = z Of Wcn0 Q W ca�_j J 5:Q � H_ rn U W JNZ � Z J U a� > J U N J V) J 0 O Cur) U � LL1 =r-tn� 9 0 FL PE No. 52666 z 0 0 U ov w a p p ¢ N z w a Co (Z M 0 in ! a !J w m w '!z m 1= w ~ 0 C) o p � 0 Z 0 u ! x � x w o w p (A 1c, c0 N IO m p _1Z Q U !H '¢ ¢. N o w U w of N p m p d' = U d 0 a a�L. © ¢' zip U of p � zUO ro 'm z rwdm owp0w I '.I. wM3m�,�. O=ooLd to 1'0 d d U N U v (� _:_ D, w Q Z Q x � ® c�3 U a z d- PERMITTING BIDDING CONSTRUCTION 0 SITE LOCATION: WENDY'S OLD FASHIONED HAMBURGERS US! HIGHWAY 1 WHITE CITY, FLORIDA BLDG. Type Q000 (BLOCK) JOB No. SHEET No. OOO �4'�,4 I r2 sr .. .. .......T ... O.-__. h .,.....n_ S00'24 "E 275.81 ' r ..,._ 77 .% ..�I+ ..., US HIGHWAY NO. i ................. ................ ... GENERAL NOTES: 1. GEOMETRY, PAVING, DRAINAGE, UTILITIES & OFFITE HAS BEEN PROVIDED 13Y WENDY'S INVL, STCO & JEFF IRAVANI, PE & BLOOMSTER PLS (SURVEY DATED 3-28-00). 2. OFFSITE FEATURES & ON -SITE DRAINAGE OTHER THAN PROVIDED IN SURVEY OR AS -BUILT DRAWINGS IS FOR INFORMATION ONLY AND OUTSIDE THE PROJECT SCOPE. 3. THE CONTRACTOR SHALL PROVIDE 48 HRS. NOTICE TO ALL UTILITY COMPANIES OF CONSTRUCTION ACTIVITIES AND COORDINATE WITH UNDERGROUND LOCATOR PRIOR TO ANY WORK TO VERIFY LOCATION OF U.G. UTILITIES & DUCT BANKS. 4. ALL REQUIRED DEMOLITION SHALL BE PERFORMED PRIOR TO PROPOSED CONSTRUCTION ACTIVITIES. 5. ALL CONSTRUCTION MATERIALS & METHODS ARE TO BE IN ACCORDANCE WITH LATEST ST. LLCIE COUNTY, FT. PIERCE UTILITIES & DOT'' STANDARDS AND SPECIFICATIONS 6. LENGTHS OF PIPES SHOWN ARE APPROX. & SHOULD NOT BE USED TO DETERMINE STRUCTUR LOCATION. CONTRACTOR SHALL OBTAIN A COPY OF ALL AS-BUILTS SURV YS. 7. THE CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, CATCH BASIN GRATES, ETC. 0 BE FLUSH WITH FINISH GRADE. 8. THE CONTRACTOR SHALL VERIFY GEOMETRY WITH BLDG. DIMENSIONS FROM ARCHITECTURAL PANS. 9. THE CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY FOR ANY DISCREPANCY BETWEEN PL NS AND ACTUAL FIELD CONDITIONS. 10. THE CONTRACTOR SHALL PERFORM ANY TESTS AND OBTAIN ANY SURVEYS PRIOR TO CONSTRUCTION TO DETERMINE ACTUAL FIELD CONDITIONS. 11. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE PROPER CLEARA CES FROM PROPOS D AND EXISTING UTILITIES AS REQUIRED BY PLANS, CODES AND/OR SPECIFICATIONS AND SHALL NOTIFY ENGINEER IMMEDIATELY IF SUCH CLEARANCE IS NOT AV ILABLE 12. THE CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES AND SHALL UTILIZE ALL NECE SARY MEASURES TO MINIMIZE CONSTR CTION ACTIVITY IMPACT AS REQUIRED BY MASTER SYSTEM POLLUTION PREVENTION PLAN. Q I 13. ALL CONCRETE SHALL BE 3,000 PSI UNLESS OTHERWISE INDICATED AND IN CONFORMANCE WITH ACI BLDG. CODE REGUIREMENTS. 14. THE CONTRACTOR SHALL COORDINATE W/ THE OWNER/DEVELOPER & CONTRACTOR TO COORDINATE ALL ACCESS CONDITIONS, DEMOLITION FOR MATCH OF PVMT./ SIDEWALK/UTILITIES, LANDSCAPE & IRRIGATION, ETC. 16. SEE: PLAN SHEET SG1 & DETAIL SHEET FOR ADDITIONAL SIGNAGE AND STRIPING DETAILS -& COMPLY WITH ST.'LUCIE COUNTY CODES. 17. SIGNAGE INSTALLATION SHALL BE COORDINATED WITH ILLUMINATION, LANDSCAPING, IRRIGATI , UTILITY & DRAINAGE PLANS. 18. AN, EASEMENT SHALL BE PROVIDED FOR FPL TO INSTALL/RELOCATE TRANSFORMER AS REQUIRED AND SHALL BE COORDINATED WITH SI'GNAGE, UTILITIES & IRRIGATION. Call 48 hours y. before you dig in Florida It's the Law! 1-800-432-4770- FP&L (305) 347-3900 Sunshine State One Call of Florida , Inc. W 3 \ 20 0 10 20 40 GRAPHIC SCALE 1:20 (IN FEET) SITE CONTACTS PROGRAM REQUIREMENTS: WENDYINTERNATIONAL, INC. (80) 26-6989 CONTACT: PAUL MEEK CI IL E NGINEER: HOL_YCE L HOOVER, PE (56 ) 2 9-1769 CONTACT: HOLLY HOOVER SU VEYOR: BLOOMS ER PROFESSIONAL LAND SURVEYORS, INC. 791I NE DIXIE HIGHWAY JENSEN BEACH, FL 34957 (56 ) 3 4-0868 CON TACT: BOB BLOOMSTER LANDSCAPE ARCHITECT: RICHARD BARTLETT LANDSCAPE, INC. 144 7 STIRRUP LANE WEL INGTON, FL 33414 (56 ) 7 5-0443 CONTACT: RICK BARTLETT PL T STATUS, ZONING, CONCURREkCY: ST LUCIE COUNTY (561) 462-1581 CONTACT: CINDY SNAY DRAINAGE N T L CIE RIVER WATER CONTROL DISTRI�T (56) 61-5050 CONTACT: CAROL DONAHOE WATER & WASTEWATER UTILITIES: FT IERCE UTILITIES (56) 466-1600 CONTACT: CINDY SOUTHERD SO ID WASTE COLLECTION FLCRIDA RECYCLING (561) 64-8515 CONTACT: TE EPHONE BELLS UTH (5p,1) CONNTA T: EL C RIC UTILITIES: FP L (5 1) 89-6287 CO TA T: DELBERT LYNN AB EVIATIONS BLDG BUILDING BL4K.CO 4C. BLACK CONCRETE CB CATCH BASIN CO CLEAN OUT CS COMBO -STAND CO NC CONCRETE CJ CONTROL JOINT DIP DUCTILE IRON PIPE D.T.DRIVE-THROUGH EL ELEVATION EMI ELECTRIC METER EX --TRENCH EXFILTRATION TRENCH EXI ST EXISTING FP FLAG POLE GM GAS METER GC GENERAL CONTRACTOR HD E HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINT IE INVERT ELEVATION LA LANDSCAPE AREA LB LANDSCAPE BASIN LP LIGHT POLE MB MENU -BOARD SS SPEAKER STAND PE F P PERF. POLYETHLYNE PIPE PUIN PICK-UP WINDOW P VC POLYVINYLCHLORIDE PIPE PV T PAVEMENT 5'R 5' RADIUS SAN SANITARY SERVICE PIPE SP SAMPLE POINT SE SEPARATION TY TYPICAL W WATER SERVICE PIPE WM WATER MAIN BORING, EXFILTRATION TEST Virginia Ave LFT PIERCE\ o 0 Edwards Rd -N — 611 p o � a a o m 'R a a a Weatherbee Blvd /\ o cws Rd @ LOCATION MAP CIVIL LEGEND EXISTING PROPOSED DESCRIPTION B B 5' BOLLARD yk FIRE HYDRANT BACKFLOW PREVENTOR WATER VALVE MI nM WATER METER 0 MANHOLE C- 0 CO CLEAN OUT REDUCER ❑T TRANSFORMER ro� POWER POLE r - — E — UNDERGROUND ELECTRIC - oe -- — of — OVERHEAD ELECTRIC ........... — S — SANITARY SEWER — T - TELEPHONE ......... — w — WATER —GAS— GAS LINE © GREASE TRAP MANHOLE cv GAS VALVE f Q CATCH BASIN ELEVATION HANDICAP PARKING SPACE o SIGN ­411— SIGN ❑ PULL BOX - FLOW ARROW TRAFFIC ARROWS CONSTRUCTION TAGS BLACK CONCRETE (WENDY'S SPEC.) © (2) 4" PVC CONDUIT © LANDSCAPE AREA, SEE: L1, 11 & DETAILS CC YELLOW CURB STRIPE 0 ASPHALT PVMT (S3), SEE: DETAILS QM MATCH LINE TO WALGREENS AS —BUILT S1 ENTER SIGN, SEE: SG1 © PICKUP WINDOW SIGN, SEE: SG1 © COMBO SIGN, SEE: SG1 ® ORDER STATION, SEE: SG1 STOP SIGN, SEE: C4 CLEARANCE SIGN, HT. = 8'6", SEE: SG1 ® PYLON SIGN (HEIGHT 28'), SEE: SG1 ® HANDICAP PARKING SIGN, SEE: C4 7O PARKING SPACES ® WENDY'S LIMIT OF CONSTRUCTION (, WALGREEN'S LIMIT OF UTILITY CONSTRUCTION WATER, WASTEWATER & UTILITIES NOTES 1. WATER & WASTEWATER SERVICES SHALL BE LAID ABOVE I EXFILTRATION TRENCH 2. PLUMBER SHALL BE RESPONSIBLE FOR INSTALLATION OF', IRRIGATION BACKFLOW PREVENTOR (SEE: LANDSCAPEPLANS) 3. PLUMBER SHALL COORDINATE LAYOUT WITH DEPICTED LOCATION OF GREASE TRAP 4. CONTRACTOR SHALL DEL IVER SHOP DRAWINGS TO ENGINEER PRIOR TO ORDE RING MATERIALS 5. CONTRACTOR SIHAL SUBMIT AS-BUILTS TO ENGINEER &' UTILITY DEPT. PRIOR TO CERTIFICATION 6. NO TREES OR HR BS ARE TO BE PLANTED W/IN 5' (MEASURED FROM ROOT BALL) OF ANY WATER 0 WA TEWATER ELEMENT OR W/IN ANY UTILITY EASEMENT. 7. CONTRACTOR _AL COORDINATE W/ FPL PLANS FOR UTILITY OFFSETS. LiJ LO ( � Q CO C4 DIY -.4- O H- `�' co W z z = o 0 CD Z W Wcnp Q J � _j L LL_ J z Q 5; Q3g: rn U J W CD z U I J J CN C) _J (/) J (� z � .. O Ln 3 ® U = r� cf) oa �o FL PE No. 52666 z 0 U W a p p a I� z I� I� I� W a v7 z U I N p o_ 1¢ w W of z m m x x a 0 CDIII cn m of Z I� 0 a- o_ x w C. W pN o n ICD V) N o 5_ m 6 'LijLL] z ¢ (n a... o W o w U V Q O p W x UCD O D CD M a W a a 5 Lo r- z z o110) cn _J o ¢>¢ zip U a_' p� Z UCSal 8 N a,K W W p.OU to I- LLI omwm3'r- W 3 W'... J o o- Q tO J ao d_ dU NU � W Q a F_ P�RMITTIN,G am BODING sm C NSTRUCTION SITE LOCATION: WENDY'S OLD FASHIONED HAMBURGERS USI HIGHWAY 1 WHITE CITY, FLORIDA BLG.Type E 000 (BLOCK), JOB No. SHEET'No. 0004 C3 8" F( 8 4'-8- TYPICAL STOP SIGN PLACEMENT 6" 1'-6" / Joint Seal S�, n � � � � -) p "� tl,� aj * ti ; Q 7Z Std. :D(SCREW�-%WN) 300 in a 6„ Miri! N 3p0 0 4_�Conc. Pav't. Z _D " INT�f 6 AT RADIUS _ p 8" HIGH B" HIGH P I C K WHEN POSSIBLE I �' LETTERS PLAN ICJ LETTERS 2 Exp. Joint And TYPE F Preformed Joint Filler X W I B I T ❑ Y -30TYPE W D RIM EL=17.55 FINISH GRADE, NDSCAPE AREA WEIR EL=15.00 OST III NOTEr ALL PAINTED PAVEMENT MARKERS ARE TO BE SOLID YELLOW AND FURNISHED BY CONTRACTOR. C2 ' „ TYPE D & "IF" CURB � PAVEMENT MARKERS C 1 1 FROM EXFILTRATION 15" PE Q_ ,5" PE TO (DETENTION) MES DETENTION ' EXT. CAP FOR "U" CHANNEL POST 0 IE 12.75 IE=12.00 Q_ 2 G'MIN. FINAL BACKFILL FINAL BACKFILL TEFL CHANNEL POST (SEE SPEC:) III 1'MIN. INITIAL BACKFILL 4S STRUCTURAL BACKFILL BT =1100 < CLASS 1, 1 OR III ''I WHITE M / 1 / HANDICAPPED PARKING SIGN 15°PE SPRINGLINE SECTION N CONCRETE TOP VIEW HEX NUT (FTP-25 OR FTP-26 AS I REQ'D) HAUNCHING BASIN TO BE CONC., PE OR FIBERGLASS `ASE SHALL CONFORM TO F.D. .T. BLUE B DESIGN SPECIFICATIONS 6'MIN, C BEDDING C 2 LANDSCAPE BASINS I HANDICAPPED SIGN SHOULD m 6 GENERAL SPECS. a BE ABLE TO BE SEEN OVER A PARKED CAR PARKING BY NOTES: 1. CORRUGATED POLYETHYLENE PIPE TO BE INSTALLED PER SPECIFICATIONS IN CPPA 'STRUCTURAL II POST: D ~�C DISABLED PERMIT DESIGN METHOD FOR CORRUGATED POLYETHYLENE PIPE", ASTM D2321 AND CAN/C A B182.11. STEEL FLANGED CHANNEL POST WITH BAKED GREEN ALKYD WHITE FINISH PER A.S.T.M.-A-123 WITHOUT ANCHOR PLATES. ONLY 2. NON -PERFORATED PE SECTION CHANNEL POST CON C. BASE: 2000 # AS SHOWN DIMENSION TOLERANCE 2.00 3.00 !I ENFORCED C2 STOP SIGN "A" f 3y32" 1-15/32` 1-7 8" "B" INSTALL VAN SIGN $250 FINE PE PIPE TRENCH (TYP) PAVEMENT, EL=17.00 ®CATCH BASIN RI-1 MUTCD-30' 30' (HIGH INTENSITY) f 1 6" 3-1/16` 3-1 2" °C" f 1 16" 1-9/32"" 1-5 16• ONLY AT VAN 2 rPAVE "D" f 1�/32' 3/16" i LOCATION: I 7/3" H/C/ PARKING VAN �. ONE PER INTERSECTION AS INDICATED ON THE PLANS. SPACE I 12" I \\/ ///, I' ✓1�/�. \\ FILT R WRAP I T ABOVE GROUND EL=15.00 NGVD (SET WEIR)`' ,; // / `/\\: `/�/��� % / lviiiNi FI 140NL OR (LA PPROV. ,EQUAL 3' MINIMUM) 11 1 C1 ' 0 STOP SIGN HANDICAP PARKING SIGN 1 CURB TOB=17.00 1 3.5 "' ( y ,r.. < y/; 15° P F. PE PIPE 3 TOB=15. 0 - EL=12.75 NGVD { WEIR=14.22 3:1 3:1 EL=11.50 NGVD 1 " y GRAVEL - - POST SPACING 7.T 6 HANDICAPPED SIGN r ON STEEL POST B T =1 1 .00 T WOOD FILTER (TYP) W.T.(WET SEASON)-10.00* CROSS-SECTION (TYP) POST FABRIC y T'tr {I f `r w o GRASS OR SIDEWALK }` �tT 6"W x 6"DP TRENCH W.T. WET SEASON PER N ST LUCIE RIVER WATER CONTROL DISTRICT ( ) 0 C _ J I o N Q w WHEEL STOP I 0 DETENTION AREA WEST -EAST CROSS-SECTION C2 EXFILTRATION THE CH LC-, NOTE; SILT FENCE TO BE ENVIROFENCE Y MIRAFI OR EQUAL 1. EROSION CONTROL DEVICES ARE TO BE INSTALLED IN THE SEQUENCE LISTED BELOW AND ARE TO BE MAINTAINED THROUGHOUT CONSTRUCTION. 2. INSTALL SILT FENCING AND HAY BALES AT SITE PERIMETER. 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. 4' 12' o r I 4. CLEAR AND GRUB. 5 , BROOM FINISH SCORE v� 5. INSTALL DRAINAGE SYSTEM_ I w - 6. SILT CONTROLSTRUCTURES(SEE DETAIL SHEET) ` > TROWEL FINISH EDGE y N S - d WILL BE PLACED ON ALL STORM DRAIN SRTUCTURES!I AND OVERFLOW CONTROL STRUCTURE. w k D o o o N -4„ 7. GRADING. m m 3 z° 0 5 ,, S-4" g4" 8. TEMPORARY GRASSING AS REQUIRED. 4 I_ 2'-0" _I x f'"1T�T °a 9. NEW BUILDING CONSTRUCTION 1 O.PERMANENT GRASSING 4" 4" 4" 4" o `� 1 11.REMOVAL OF SEDIMENT/EROSION CONTROL AND SEDIMENT DEVICES 2" 2" 3/4 " CONTRACTION N Grate `r n ° o -- 24 „ _p" 24 AFTER PERMANENT GRASSING IS ESTABLISHED AND SYSTEM IS INSPECTED JOINT 4' _ 0" _ 4'0" 2" Cl.Ye _n E Bolt � AND CERTIFIED AS CLEAN AND OPERATIONAL BY PROJECT ENGINEER. OSee Index 201 -- '' C1 r IPE INVERT 8'1 ,� 6„ HANDICAP SPACE STRIPING (TYP.) U 2 4 + �N #12" 2 C Ctrs® SILT FENCE DETAIL 9 SIDEWALK FINISH DETAIL PL' 4 SECTION �1'-4" TYPE C Recommended Maximum Pipe Size: 2'-0" Wall-18" Pipe PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE DRIVEWAY 3'-1" Wall-24" Pipe 1 TYPE S3 DRIVEWAY CONCRETE6x" } 1 GENERAL INLE T NOTES PH ASPHALTIC CONCRETE WITHO/10W.W.M 4" WHITE LINE 4" WHITE LINE 1. These inlets are suitable or bicycle and pedestrian areas and are to bo used in ditches, ,: \ .� '� \�t medians and other areas in. areas subject to any h ubject to infrequent traffic loadings but are avy wheel loads. of to be placed r �r �r x r�r �r ur $ ���«, 2. Inlets subject to minimal debris should be constructed without slots. W ere debris is a 8" LIMEROCK BASE -COMPACTION TO 98% a - %problem p inlets should be onstructed with slots. Slotted inlets located ithin roadway Y M.D.D. AS PER AASHTO T-180 -. - J a clear zones and in areas ccessible to pedestrians shall have traversabl slots. 12". UBGRADE-MIN LBR=40- w COM ACTION TO 98% MAX. DRY DENSITY, a 3. Steel grates are to be. used on all inlets where bicycle traffic is anticip ited. Steel grates AS I ER AASHTO T-180 are to be used on all inlets with traversable slots. .Either cast iron at steel grates may be 1-1/2" (TOTAL) TYPE S3 ASPHALTIC CONCRETE (2LIFTS) used on inlets without sl is where bicycle traffic is not anticipated. E ther cast iron or steel grates may be used on. all inlets with non -traversable slots. Sul jectto the selection 6", 3000 PSI CONC. 6" 6" RC-70 PRIME COAT 00.25 GAL./SQ. YD.,TACK COAT ® described above,. when Alternate G grate is specified in the plans, eith r the steel grate, 6X6, 1 -10 WWF 0.05 GAL./SQ. YD. hot dipped galvanized after fabrication, or the cast iron grate may be used, unless the 8" COMPACTED LIMEROCK BASE IN TWO EQUAL LIFTS plans stipulate the particular type. 98% MAX. DRY DENSITY PER AASHTO T-180. 4. Recommended maximum pipe sizes shown are for concrete pipe. Pipe 3izes larger than:, those recommended must be (checked for fit. 12° COMPACTED SUBBASE, MIN LBR=40 - 5. All exposed corners and 3dges of concrete are to be chamfered 3/4".I, COMPACTION, 98% OF MAX. DRY DENSITY PER AASHTO T-18 . 6. For supplementary details see FDOT Index No. 201. COM PACTION, 98% MAX. DRY DE JSITY g'_p^ 6" SUBGRADE AS PER AASHTO T-180 NOTE: STRIPE DIMENSIONS & PAINT PER ST LUCIE COUNTY SPECIFICATIONS C C2 2 C1 PAVEMENT SECTION (TYP.) CATCH BASINS PAVEMENT/CONCRETE JOINT & SIDEWALK SECTION STALL PAINTING (TYP.) 5 8 1O 5 LLJ un I ctQ bi o�"'Cfl w 0ZQ� CD _ Z W WLn00Q CD J W W J_ > Q 3:: Cn U W CD _1 V) C� Z W=[1- I U l­­ CY' p N J J 0 _J 0 � W CD C-)�.. ZyT Ln :�% 0 FL PE No. 52666 (N Z 0 (N > w r m H Q 0 d Z of _ x a = x IL w Of o w 0 N Ln o z ca Z w Y o J Q U U7 0W 2 UJ i lim 0 of U. a a- w M a Z J rn a a0� ZZ N M M LLj o ¢>¢ r= Zoo 0 lk a -S z >� rn of 0 W DB�`'i tO 0�wM3 � 3 w M ¢ o TooUJ _ a U N U LLJ � z Q c 48 ` U 8 z � Q PERMITTING BIDDING CONSTRUCTION 0 SITE LOCATION: WENDY'S OLD FASHIONED HAMBURGERS US HIGHWAY 1, WHITE CITY, FLORIDA BLDG. Type E2000(BLOCK) JQB No. SHEET No. 0004 C4 FORT PIERCE UTILITIES AUTHORITY STANDARD SEPARATION STATEMENT FOR FINISH GRADI WATER SEWER CONFLICT WATER DISTRIBUTION NOTES 1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD 1. S NITARY SEWER, FORCE MAINS, AND STORM SEWERS SHOULD \' POLYETHYLENE R/W -OVARIES SPECIFICATIONS OF THE FORT PIERCE UTIL171ES AUTHORITY. CROSS UNDER WATER MAINS WHENEVER POSSIBLE. SANITARY TUBING SERVICE S1 WERS FORCE MAINS. AND STORM SEWERS CROSSING WATER SEE NOTE NO. 5 2. WATER MAIN WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC) SHALL CONFORM TO AWWA C-9 0 OR C-905, WINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE EXISTING PRESSURE CLASS 150, DR (18). 0 18 INCHES BETWEEN THE INVERT OF THE UPP PIPE AND', WATER MAIN 3. WATER MAIN, WHERE SPECIFIED AS DUCTILE IRON PIPE , SHALL CONFORM TO ANSI A-21.51 OR AWWA T E CROWN OF THE LOWER PIPE WHENEVER POSSI LE C-151, AND SHALL BE PRESSURE CLASS 250 (MINIMUM). ERE SANITARY SEWER, FORCE MAINS, STORM SEWERS MUST : -\ CORPORATION CROSS A WATER MAIN LESS THAN 18 INCHES VER CAL DISTANCE, \ STOP 4. POLYVINYL CHLORIDE WATER MAIN SHALL BE BLUE IN COLOR OR WHITE IN COLOR. B TH THE SEWER AND WATER MAIN SHALL BECONSTRUCTED OF 12" 774E USE OF IDENTIFICATION TAPE ATTACHED TO THE TOP OF THE PIPE MAY BE USED IN LIEU MARKING D C77LE IRON PIPE (DIP) AT THE CROSSING. (DIP is NOT \ IN177AL BACKFILL EMBEDMEN • ON THE PIPE, ALSO DIP PIPE SHALL REQUIRE THE USE OF IDENTIFICA7ION TAPE Ri QUIRED FOR STORM SEWERS.) SUFFICIENT LENG7qS OF DIP SPRING \ MATERIAL AND THHN WIRE. MST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET LINE 5. FITTINGS!. SHALL BE CAST OR DUCTILE IRON, CONFORMING TO AWWA C-110 AND ANSI B 2 TWEEN TWO JOINTS. ALL JOINTS ON THE WATER FEET OF CROSSING MUST BE MECHANICALLY MAIN', WITHIN RESTRAINED. li OF O HAUNCHING \ MAGNETIC A21.11, CLASS 250 MINIMUM, CEMENT LINED; AND SEAL COALED. .THE PIPE THHN WIRE STAINLESS STEEL A MINIMUM VERTICAL CLEARENCE OF 6 INCHES MUST BE MAWT- BEDDING, 6" MI ! 6. GATE VALVES SHALL BE MUELLER RESILIENT SEAT KENNDY KEN -SEAL, AMERICAN, CLOW, OR APPROVED Ai ED AT ALL � . I DOUBLE STRAP EQUAL. VALVES SHALL CONFORM TO AWWA C-509. .CROSSINGS L CROSSINGS SHALL BE ARRANGED SO THAT E SEWER PIPE IF RE UIRED ! SERVICE SADDLE 7. WATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND J WTS AND WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM \ FOUNDATION (MAY NOT B CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS RED (RED BY E POINT OF CROSSING PIPES CENTERED ON TH ( CROSSING). )..\' REQUIRED) FPUA ENGINEERING AND THE City, COUNTY, FOOT. IN CASES WHERE PAVED AREAS 14 IERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE ,WITH LESS FALL WITHIN THE JURISDIC7ON OF LOCAL OR STATE AGENCIES, COMPAC77ON REQUIREMENTS SHALL NOT BE AN 18 INCHES VERTICAL CLEARANCE, THE. NEW IPE SHALL BE - = • ` �� .THE LESS THAN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) AND NEW PIPES NOTES: R/W SMALL BE ARRANGED TO MEET THE CROSSING RE ABOVE. I. IN CERTAIN SOIL COND177ONS A FOUNDATION MAY BE REQUIRED. ROME TYPE 8. NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF 174E . METER BOX FPUA ENGINEER AND. CITY/COUNTY/FDOT ENGINEER. 2. A MINIMUM 10-FOOT HORIZONTAL SEPARATIONSHALL BEMA/NT- 2. BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BY FPUA/CONTRACTOR Al VIED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN BOTTOM UP TO GRADE. BEDDING MATERIALS SHALL PROVIDE A FINISHED GRADE 9. THE CONTRACTOR SHALL N077FY FPUA ENGINEERING AND CITY/COUNTY/FDOT ENGINEERING 48 HOURS PRIOR TO p RALLEL INSTALLATIONSWHENEVER POSSIBLE. UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER PIPE. COMMENCING CONSTRUCTION. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT J. HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE 10. A PRE-CONSTRUC7ON CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, FPUA, AND CITY/ H RIZONTAL SEPARATION, L THE WATER MAIN MUST BE LAID IN A SPRINGLIKE OF THE PIPE. MATERIAL SHALL BE CONSOLIDATED COUNTY/FDOT ENGINEER SHALL BE MANDATORY PRIOR TO COMMENCEMENT OF CONSTRUCTION. S PARATE 7RENCH OR ON A UNDISTURBED EARTH SHELF LOCATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATEEXISTING SEE NOTE J4 METER TO BE 0 ONE SIDE OF THE SEWER OR FORCE .MAIN AT SUCH SITIAIDE L WATER MAIN INSTALLED BY 11. TRAFFIC CONTROL, BARRICADES, ETC., SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF E VA170N 1HAT THE BOTTOM OF THE WATER MAI T IS AT LEAST BACKFILL 4. INITIAL BACKFILL MATERIAL SHALL BE HAND PLACED TO 12" ? F.P.UE OF 1RANSPORTA110N STANDARDS AND APPROVED BY THE CITY ENGINEER. 1 INCHES ABOVE THE TOP OF 114E SEWER. ABOVE THE TOP OF PIPE. 714E SOIL SHALL BE COMPACTED. g �_ 12. MINIMUM COVER SHALL BE 36 INCHES EXCEPT AS APPROVED BY THE UTILITIES ENGINEER AND CITY/ WERE IT IS NOT POSSIBLE TO MAINTAIN A VER77 AL DISTANCE I' 5. BACKFILL SHALL BE COMPACTED TO 100% OF MAX. DENSITY M METER LOCKABLE COUNTY/FDOT ENGINEER. PIPES W17H COVER LESS THAN 30 INCHES SHALL BE CONSTRUCTED Of DUCTILE IRON 01 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER' MAIN AS PER AASHTO T-99, TO A POINT 30" BELOW PROPOSED (CURB STOP) OR IN PVC CASING. S ALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE PROFILE GRADE OR EXIS77NG GRADE. THE FINAL 30" OF 1" POLYETHYLENE 13. DISTURBED AREAS SHALL BE RESTORED IN CONFORMANCE WITH THE APPLICABLE GOVERNING A ENCY M IN SHALL BE CONSTRUCTED OF DIP (EXCEPTS 0RM SEWER) BACKFILL SHALL BE COMPACTED TO 98% OF MAX. DENSITY AS .TUBING SERVICE REQUIREMENTS. M H A MINIMUM VERTICAL DISTANCE OF 6 INCHES IN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS THE WATER ON THE PER AASHTO T-180. LL 6. DENSITY TEST SHALL BE PREFOrytMED AT AREAS DETERMINED BY CORPORATION STOP MAGNETIC 14. EXIS77NG UTILITIES AND DRAINAGE SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION AND PROTECTED BY THE CONTRACTOR. W TER MAIN SHALL BE LOCATED AS FAR APART S POSSIBLE FROM THE UTILITIES ENGINEER OR PERRMIIT AGENCY HAVING JURISDICTION, THHN WIRE J WTS AN THE SEWER OR FORCE MAIN (STAGGERED JOINTS), AT THE CONTRACTORS EXPENSE( 15. WATER MAINS SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE APPLICABLE FLORIDA 3. L DIP SHALL BE PRESSURE CLASS 250 MIN.. ADEQUATE PROTECTIVE'..STRAP STAINLESS STEEL DOUBLE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND AWWA C-601 FOR DISINFECTION. M ASURIE AGAINST CORROSION SHALL BE USED S DETERMINED SERVICE SADDLE 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING UTILITIES AND DRAINAGE. B THE DESIGN ENGINEER. BACKFILLING REQUIREMENTS WITH I.P. THREAD 17. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION T0. THE ENGINEER INCLUDING NOTES:!. LOCATIONS OF VALVES, FITTINGS, SERVICE CONNECTIONS, BLOWOFFS AIR RELEASE VALVES, AND ANY OTHER PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT, AS REQUIRED, !. 1. BLUE 12 GAUGE THHN WIRE SHALL BE ATTACHED TO THE SERVICE LINE. BY THEUTIL177ES ENGINEER. 18. THE CONTRACTOR SHALL TAP EXISTING LINES UNDER 774E SUPERVISION OF THE FORT PIERCE LITIL177ES " 2. WHERE SERVICES UNDER PAVEMENT ARE REQUIRED, THE POLYETHYLENE TUBING SHALL BE AUTHORITY ONLY AFTER 7ES77NG AND DISINFECTION HAS BEEN COMPLETED AND APPROVED ON THE MINIMUM 15' INSTALLED WITHIN SCHEDULE 40 PVC CASING PIPE. TAPPING VALVE AND SLEEVE. DITCH WIDTH W + 10' J. 1" & 3/4" METER SIZES SHALL REQUIRE A LOCKABLE METER VALVE. (CURB STOP) 19. WATER MAIN SHALL BE MARKED BY THE USE OF CON7N000S 12 GAUGE THHN MULTI STRAND D WIRE (BLUE SURFACE REPLACEMENT } W COLOR) AND IDEN77FCATION TAPE WITH "WATER" MARKED ON TAPE, PERMANENTLY ATTACHED TO THE TOP 1" TYPE 'S' OR MATCH EXISTING 4. MINIMUM COVER IN UNPAVED AREAS IS 18", IN PAVED AREAS OR PLANNED ROADWAYS OR OF THE WATER MAIN IN ACCORDANCE WITH THE FORT PIERCE UFILITES AUTHORITY SPECIFICATIONS. EXIST 2" TYPE "S" ASPHLT SAWCUT �!, SWALES MIN. ,COVER SHALL BE 36". 20. SERVICE TAPS SHALL BE PLACED APPROXIMATELY TEN FEET AWAY FROM GATE VALVES, AS SHOWN, TESTING. FOLLOWING TESTING AND STERILIZATION OF WATER LINE. CONTRACTOR SHALL PLACE A FOR BRASS PLUG SURFACE MATERIAL ASPHALT(TYP) PYr LI TYPICAL SINGLE __WATER SERVICE CONNECTION IN CORPORATION STOPS AND CURB STOPS SHALL BE REMOVED FROM TESTING LOCATIONS. EXISTING 21. MECHANICAL RESTRAINTS TO BE USED ON ALL FITTINGS AND PLACED IN ACCORDANCE WITH T 1 ** ` TEE MANUFACTURER'S RECOMMENDA77ONS AND FPUA REQUIREMENTS. ,. 11 /4; 22 1/2' 22. ALL MAINS SHALL BE TESTED AT A MINIMUM OF 150 PSI. TESTING METHODS SHALL CONFORM TO X-6" 1'-6" DITC 1'-6" 3'-6" On W CROSS USED AS TEE 45, OR 90' BEND AWWA C-600. SD(p) 1/2 NEW INSTAL (PIPE) 710N W � > \ TWO WAY CLEAN -OUTS Y L= LEAKAGE IN GPH * PLACE SELECT MA AS APPROVED RIAL TRAFFIC RING & COVER S= LENGTH OF PIPE IN FEET BY C17 ENGINEER FOUNDRY STYLE170 D= PIPE DIAMETER IN INCHES !. OU.S, R APPROVED Q UAL P= 7ES77NG PRESSURE IN PSI 12 - 12" MIN. L PLACE 9 RO K VARIES \ (rONLY REQUI D IF WAITER L .. \ i ,.'' 6" 23. PRIOR TO ANY TESTING, ALL MAINS 6" IN DIA. AND LARGER SHALL HAVE A LINE SIZE SWAB ASSED ABLE IS AB BOTTOM THRU THE EN77RE LENGTH OF THE LINE. NOTE: SWAB SHOULD BE PLACED IN 1st. JOINT OF NEW LINE OF TRENCH) END OF MAIN SHOULD BE "TURNED UP" AT 45%AND EXTENDED SO THAT SWABBING AND A FULL BORE REDUCER ` FLUSH CAN JSH - BE ACCOMPLISHED. BLOW OFF ASSY CAN THEN BE PLACED. WHEREI RANC LINES B SWABS INITIAL BACKFILL S „ ALL BE.PLACED TO 12 '.ABOVE THE PIPE W 6 LIFTS SANITARY TEE WILL BE PLACED IN BRANCH LINES AND SEQUENTIALLY SWABBED AND FLUSHED. BACHFILL SHALL B MECHANICALLY TAMPS TO A MINIMUM OF 95% OF MAX. TEE USED AS I 24. TEN FEET MINIMUM HORIZONTAL AND 18 INCHES MINIMUM VERTICAL SEPARATION SHALL BE DENSITY AS DETER IINED BY AASHTO ME7TIOD T-99. UPPERMOST 12" TO BE CROSS USED . AS 90' BEND 2 1/2" INLET PIPE 4" MIN. OUTLET MAINTAINED BETWEEN THE WATER MAIN AND ANY WASTWATER LINES. THE DISTANCE SHALL B COMPLETED TO 98 OF T-99. g0' BEND 4 PIPE MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE OR STRUCTURE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE ! / •� / LIQUID LEVEL 1 1/2" WASTEWATER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT ** LIMEROCK OR CRUS ED COQUINA COMPACTED TO 98% OF MAX. DENSITY AS I L� OUTLET SWEEP OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) A THE CROSSING. SUFFICIENT LENGHTS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION DETERMINED BY A HTO METHOD T-99. /\/ ,�(T R 12" MAXIMUM OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE L_ 8" MINIMUN CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VER77CAL CLEARANCE OF 6 INCHES FROM BOTTOM FROM MUST BE MAINTAINED AT ALL CROSSINGS. _ •� TANK. 25. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN PIPE, A MINIMUM OF 6 INCHES OF P VEMENT RESTORATION DETAIL L VALVE- ! 4" VERTICAL CLEARANCE BETWEEN PIPES SHALL BE CONSTRUCTED OF DIP AT THE CROSSING, ANDSHALL _ !, BE MECHANICALLY RESTRAINED WITHIN 20 FEET OF THE CROSSING. •4" OFFSET 26. CONTRACTOR SHALL COMPLY WITH FLORIDA TRENCH SAFETY ACT REQUIREMENTS: WYE j SECTION ~L � NOTES FORT PIERCE UTILITIES AUTHORITY 1. ALL PIPING SHALL BE AMINIMUM OF 4". 2. PIPING (SHALL BE INSTALLED USING A CONCRETE MANHOLE ADAPTER. WASTEWATER CONSTRUCTION NOTES L J. SANITARY "T" OUTLET SHALL BE INSTALLED 4" INSIDE MANHOLE WALL. 1. ALL CONSTRUC7ON MATERIAL, INSTALLATION AND TES77NG SHALL CONFORM TO THE STANDARD' ' 4. TANK SHALL BE A MINIMUM OF 1000 GALLONS & SIZED PER F.P.U.A. GREASE TRAP POLICY. SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY. 5. TANK MUST BE TRAFFIC BEARING. 3, 2. GRAVITY SEWER MAIN SHALL BE POLYVINYL CHLORIDE SDR-35, GREEN OR WHITE IN COLOR, 6. WALLS '& BOTTOM SLABS MINIMUM 4" THICK REINFORCED CONCRETE. GRAVITY SEWER MAIN SHALL HAVE THHN WIRE & LOCATOR TAPE WITH "SEWER" MARKED ON rAPE DEAD END VERTICAL END ! HYDRANT RUNCUT. AND SHALL CONFORM TO ASTM D-3034. 7. TOP SLAB MINIMUM 6" THICK REINFORCED CONCRETE. THE MANHOLE BASE SHALL BE SET ON A FIRM, DRY AND STABLE OR (ANCHORING 8. SECTION SHALL BE JOINED AND SEALED WITH MINIMUM 1-3/4" "RAM-NEK" COMPACTED BASE FOUNDATION. IF NECESSARY, THE CONTRACTOR SHALL U77LIZE ROCK TO PR VIDE MECHANICAL JOINT RE UIRE EN S SEALER OR EQUIVALENT TO FORM A WATER TIGHT SEAL. A FIRM AND SUITABLE MANHOLE BASE FOUNDATION. LL 9. TANK SIZING SHALL BE PER FPUA REQUIREMENTS 4. WASTEWATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN FINISHED MAXIMUM TRENCH WID714'. AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS S GRADE 2 x PIPE DEEPTH + W REQUIRED BY FPUA ENGINEERING AND THE CITY ENGINEERING DEPARTMENT. IN CASES WHERE AVER STANDARD DETAIL FOR GREASE, OIL, AND SAND INTERCEPTERS AREAS FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPAC77ON REQUIRE- w s _ PLACE AND! COMPACT Q MENTS SHALL NOT BE LESS THEN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLEAGENCY. 5. A 1% MINIMUM SLOPE SHALL BE MAINTAINED ON ALL SANITARY SERVICE LATERALS. '.. ? _ v Z p 2 PER SPEL/FICATION 2 0 ¢pz r p � ¢ LETTERING "WATER" OR "SEWER" ON COVER 6. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER CONSIST NG ¢ o o o Z> INSTALL R.P.M. ON ALVE BOX OF PIPE SIZES, LOCATION OF SERVICE TEE WYES, DIAMETER OF SERVICES, LOCATION OF. g ¢ z p o CONC. PAD 24" SQ. x 4" LID & ® EO.P.I'i 2' -0" ANY FITTINGS, FINAL RIM AND INVERT ELEVA77ON OF ALL MANHOLES AND ANY OTHER PERTINENT > PIPE O.D. + 24 IN. g ti > W MOTH 1141CK IN UNPAVED AREAS !!,FIN( INFORMA7ON NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT. v �c MAX. , 2 v �' W/2- ,f3 RE -BAR 'FINISHED GRADE 2'x2k12" SLAB 1'-O" CLEANOUT FRAME &COVER 8' 7. MAINTAIN 10 FEET HORIZONTAL DISTANCE BETWEEN WATER MAINS AND SEWER MAINS AS A MINIMUM. W " '"� x w O � POURED TO GRADE U.S. FOUNDRY 32-C /� o 0 0 jLO WASTEWATER FORCE MAINS, WASTEWATER COLLECTION LINES, AND STORM SEWERS SHOULD CROSS MAX. MAX. ` ¢ IN UNPAVED AREAS OR. APPROVED EQUAL. UNDER WATER MAINS WHENEVER POSSIBLE. A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE SHALL BE PROVIDED WHENEVER INVERT ✓ •., RE -BAR 2 LVE OPERATOR SHALL 4I POSSIBLE WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL E •� ¢ � BEN LONGER THAN I ARRANGED SO THAT THE WASTEWATER PIPE JOINTS AND THE WATER PIPE JOINTS ARE EQUIDI TANCE "O.D ' \ 2 2!4" EXTENSION FROM THE POINT OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE ION PIPE 1/2 PIPE ADJUSTABLE o w (DIP) AT THE CROSSING. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 0 FEET _'�' VALVE BOX & RISER (IF NECESSARY) o 6"-45' P.V.C. ELBOW OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES HAND PLACED '. LOWER QUADRANT TO BE p MUST BE MAINTAINED AT ALL CROSSINGS. ',.. SELECT MATERIA SHAPED TO RECEIVE PIPE o TH N MAGNETIC WIRE o� 9. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, AND FPUA/CITY BELL AND BARREL GATE. VALVE 8"x6"-45' P.V.C. WYE COUNTY/FDOT SHALL BE MANDATORY PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. W PLUG 10. NOFIELD CHANGES OR DEVIATIONS FORM 174E DESIGN SHALL BE MADE WITHOUT PRIOR APPR VAL NOTES' � FPUA/CITY/COUNTY/FDOT ENGINEER, 1. THE C TRACTOR SHALL COMPLY KITH REQUIREMENTS 11. TRAFFIC CONTROL, BARRICADES, ETC. SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS. OF TH FLORIDA TRENCH SAFETY ACT. 12. CONTRACTOR SHALL. NOTIFY FORT PIERCE UTILITIES AUTHORITY 48 HOURS PRIOR TO " \\ \\ SECTION COMMMENCING CONSTRUCTION. - 2. INITIAL BACKFILL SHALL BE HAND PLACED TO 12ABOVE ! 13. WASTEWATER FORCE MAIN SHALL BE POLYVINYL CHLORIDE CONFORMING TO AWWA C-900, THE P DE. BACKFILL SHALL BE MECHANICALLY TAMPED "-MECHANICAL JOINT AND SHALL BE CLASS 150, DR-18. TO A fINIMUM OF 1005- OF MAX. DENSITY AS DETERMINED RESTRAINTS (YP.) 14. WASTEWATER FORCE MAIN SHALL BE GREEN IN COLOR OR WHITE IN .COLOR. WASTEWATER BY A HTO METHOD T-99. NOTE: FORCE MAIN SHALL HAVE THHN WIRE & LOCATOR TAPE WITH "SEWER" MARKED ON TAPE. OF THE PIPE. BLUE REFLECTIVE PAVEMENT M RKER (RPM) FOR WATER VA,LVE 15, FITTINGS SHALL BE CAST OR DUC7ILE IRON, CONFORMING TO AWWA C-110 AND GREEN RPM FOR WASTEWATER VALVES TO BE INSTALLED 0 N • AND ANSI A21.11, CLASS 250 MINIMUM, CEMENT LINED, AND SEAL COATED.. VALVE BOX COVER AND AT PAVEMENT EDGE. !i 16. WASTEWATER FORCE MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 12 GAUGE THHN ! WIRE (GREEN IN COLOR PERMANENTLY ATTACHED TO 714E TOP OF THE FORCE MAIN WITH LOCATOR TAPE MARKED "SEWER' ON TAPE IN ACCORDANCE WITH FPUA SPECIFICATIONS 1Z MINIMUM COVER SHALL BE 36 INCHES, PIPES WITH COVER LESS THAN 30 INCHES SHALL REQUIRE TYPICAL TRENCH DETAIL PRIOR APPROVAL OF THE U77LITES ENGINEER AND SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE TYPICAL GATE VALVE & BOX DETAIL PLAN 18. EACH SERVICE LATERAL WILL BE MARKED WITH A LOCATOR BALL AS MANUFACTURED BY 3M CORPORATION, OR APPROVED EQUAL AS REQUIRED BY FPUA ENGINEER. TERMINAL CLEANOUT DETAIL 19.ALL MANHOLES SHALL HAVE SEWER RAIN GUARDS INSTALLED AS. REQUIRED BY FPUA ENGINES?. 20. THE CONTRACTOR SHALL COMPLY WITH THE FLORIDA TRENCH SAFETY ACT REQUIREMENTS., t` W LO Q C CIA���.. of O Lu 0 ZO Q d m U Z X LLJ cn Q Q L�J (, J J � J z Q > Q W ~ C-) CD J v) Z r� 0 Z U�a- rn J -1 CD N "JN Jim (% Q Z Q�Ld cG> O U = U) 0 EL PE No. •52666 � z � II I N w I � I }I. m LLI 6 z 0 Of a _ x a = x w Or w 0 C cri 0 z o r m o 0 o J a LJ Ne w O U On Q o d'.. Of S U a- Or n w CD Ld �^ m V) N] � Z O (� w�0 b z U 20 m Pz }fyCZ m O J W z Q N UWg3��� Q LY Q�tO J. p'p w iL d CJNU..� F� I� F.4 LLJ E Q = old a W �. �� P RMITTING B DOING C NSTRUCTION U SITE LOCATION: WENDY'S OLD FASHIONED HAMBURGERS US HIGHWAY 1 WHITE CITY, FLORIDA BLDG. Type E2000 (BLOCK) JOB No. SHEET( No. 0004 C5 C6' dlan PIPE W/ CONC, FILL PAINT D,O,T, YELLOW 0 io 6' FINIS GRADE - SEE R SLAB CIVIL PLANS O ° •° n A a 18'diam x 36' ONCRETE o FOOTING O . v BOLLARD ALL SIGNAGE TO BE INSTALLED BY THE SIGNAGE ERECTOR O• GATE FRAME 2' O x3' ST 3'x3' SQUARE zo ° O WELD POST TUBING SIGNAGE ERECTOR AND m GENERAL CONTRACTOR TO x cu v COORDINATE THE FOOTER a REQUIREMENTS AND THE 1/2 'x2' FLAT �16 INSTALLATION FOR ALL HINGE 5/8 ' DIM. HINGE TABS HOLE o v EXTERIOR SIGNAGE TAB ADJUSTABLE HINGE HINGE TAB ° O HINGE DETAIL FERIOR SIGNAGE FOOTER HINGE DEITAI 3/8 'X1 1/2 ' SPACER O v ro ~ 12' (BRACE) USE T AT AL 1/4 'xl STEEL PL (TYPICAL) WELD BR TO LATC /4 EATED12x BLOCKING HARDWARE MOUNT NG /2 ' TE ICE 2" 8 i b HOLE FOR 3/8 O v BOLT (TYPICAL 3/8 `X1 1 21'' \ HOLE F❑ 3/8 " DIA. SPACER 3 4 BOLT (TY ICAL) 1 1/ ' 4 PAINT ALL HARDWARE 4 TO MATCH STUCCO FINISH 2" 30" 14TS CLEVER 3/8 'x 1 1/2 ') 31/41 ` 3/8 'XT-1/2 ' $ $ SPACER GATE LATCH DETAIL r GATE LATCH DETAIL SCALE: 3' = 1'-0' (1 REQUIRED) SCALE: 3' = l'-O' (2 REQUIRED) STONE CAP ---------.DRIVE ON CAPS o 1 1/2 SQUARE STEEL TUBING. SH❑ HORIZ, WALL WELD ALL JOINTS REINF, @ 16'O,C, VERT. 5/8 ADJUSTAI lx8 ROUGH SAWN CED IR HINGE (TYPICAL 6'-4' LONG w/ 3/8 SPACE TONE CAP SEE DETAIL BETWEEN BOARDS 3' SQUARE 8'.' (STAINED SEE SPECS. STEEL TUBI PAINT TO MATCHzo m' i HORIZ, WALL REINFORCING] @ 16' D.C. VERT. 8' BLOCK OR 8' SPLIT -FACED #6 REBAR @ 32' D.C. VERT, W/ 3' HOOK 1/4 'xl 1/2 ' STEEL PLATE 1/4 'xl 1/2 ' STEEL PLATE HOLD THIS 3 1/2 ' DIMENSION ij FINISH W SLAB GRADE ° zo m I ° o STUCCO VENEE a OVER 3' CONC, BLOC 4" 11 A 15' POURED ij ° CONCRETE 2 ° FOOTING . n ° GRADE FINISH SLAB • v ° v ° p d �D O. O. 0 B m lr v 3/4 _ '-0' n 25. 34' IMILAR TO GREASE BARREL STORAGE o 7S ON FRONT (2) 6' CONCRETE (2) 6' CONCRETE FILLED POSTS D WATER FILLED POSTS ,(EQUAL SPACES) - PIGDT (EQUAL SPACES) O w a 0 ti PIGOT 0 T WATER SLOPE FOR DRAINAGE ❑PE FOR DRAINAGE 22' 6'1SCHEDULE �0 STEEL OST FILLED W/ CONC, 6' CONCRETE SLAB w/6x6 WIRE MESH (SEAL CONCRETE SLAB AGAINST GREASE ABSORPTION) WELD m N TRASH DUMPSTER AREA N CHECK SITE PLAN FOR SIZE AND LOCATION 1 , 1 ' xN 2' HO LE FLAT \ GE TABS 2' -0' x 2' =6' x dI CONC. FOOTING �Kilt +o' 1' -61'1, d x 12' w TURN DOWN SLAB 1' -3' x 1' -3' x 3' -2' d 1' -3' x V -3' x 3' -2' d POURED POURED CONC, FOOTING CON( FOOTING 0 i 0 N STANDARD TRASH ENC 2 ' 2'-Q" (2) #6 REBAR TOP L BTM, GAI E FRP ME DRIVE ON CAPS 3'x3' POST HINGE 5/8 i' ➢I , ADJU TAB HINGE HINGE DETAIL 1 1/2 'QU RE STEEL TU ING, SHOP WELD ALL JOTS NTS 12'-0' IN ICAL FRONT �LEVATION 9• DIMENSIONS MAY 6 1 FOR SOLID CONN lx6 ROUGHISAWN CEDAR 6'-4' LONG w/ 3/8 ' SPACE BETWEEN HOARDS (FINISH PEk-4) RAI P.m (2) 24' LONG 3/8 ' RODS DRILL HOLES IN CONCRETE TO LOCK GATES IN OPEN AND CLOSED POSITIONS v � :o 5/8 ADJUSTABLE HIN E (TYPICAL 4) h W Lc') 0 I Q c 6) N A CC d4_ CC O H—bi `� c0 W O Z LO LO Q QCD Q Z x W V) C) Q Lil (D J J L.w J =< U Q W Z ((0 C7 Z Ld ZD ,_J J N V) 0 __j < 0 CD � LLd 0 M FL PE No. 52666 z Z 0 }I o I of z 0 w p O � ~ �V�iiJ7.I p N p � 3 m o w J a U (n r¢ Q = c w U = K OJ p m a'. U d w ro LK. w L J �LO Q A mV) N M zo zEn F U p f ZUO ro z (A m U w Z O 4 N o�oow o b' Q\t0 J pa V) o Q f ~ Ii L d � a � W PERMITTING BIDDING CONSTRUCTION 0 SITE LOCAMN: WENDY'S OLD FASHIONED HAMBURGERS US HIGHWAY 1 WHITE CITY, FLORIDA BLDG. Type E2000- (BLOCK) JOB No. SHEET No. 01004 C6 -1 m N O kON LP LP m(7 117 N N .m. ~ .m. In O V co N f� ON In (7 _ Ou as LO QN� (7 ('1 m N m cu If r V m W o CD r / M m m o n N m m m. l0n 0 ('1 @ vi v V V ❑i N of '.. .-. ds 16 ❑i t N m ® N In m m a N .., m V m v N ..r vi r m of N V C V In v I o N N N m m N m �o M m ti I o I Irmo Z n is ri ri ri U m m ro l a in n to ID IQ ON o �p N ('1 (is m m P o o m 0 mID 0 „M � (L o N .. cV .�. Sz. N mm ON m m X 5 m r m N n m cu Ln Ln o �� �M m m o c ON o t o .. m M 6 m n C7 00 00 V ON m o m m o+ c m 0J ^ v m o 10 V (7 (V (LI n ru ti pp ID 0 cu v C7 N C) m N 4 )m m Ifl V 'ry N nl N m' In •r ('1 _ N N M N CI I� � 0 (`') V m ti O v V as — u� o. V m I� 'r o V o cu a m I0 N o °° V o 0 of ri I� o C') (U .0 CU nu m ON (7 W a m LP v V v m v v N m of ^i\ W vi 'a o m V v of m ri ui In �o m r� a m o m m I' C�'f_ o 0 is v v of ri of v vi vi in vi vi m o M .N, N of of N m ti of of ri v ('N7 Itn f`�') .-. .. m m In o n a n m ID N r; V ri ri �i v - - m o o N l�n W � o .-. N N V L N N m m V (L 00+ r 0? ., 00 ^ N m Jr/ m . 03 N m m V7 fU LP O O O(IN N N 0 O O OLr) O O O ctj O O O O O O III . , .-. .-• m � In v ro �m � it o Y-C❑❑RD LUMINAIRE L❑CATI❑N SUMMARY -------------------------- C❑❑RDINATES IN FEET LUMINAIRE AIMING COORDINATES NO, LABEL ------------------------------------ X—COORD Y-C❑ORD Z— ❑❑RD ----------- ❑RIENT TILT X Y Z 1 F1 52 12 27 90 ---------- 0 52 ---------- 12 0 — -- 2 F1 133 54 27 180 0 133 54 0 3 F1 133 154 27 180 0 133 154 0 4 F1 34 215 27 270 0 34 215 0 5 F1 0 111 27 0 0 0 111 0 6 F2 0 111 28 5 76 63 116 1 7 F2 133 54 28 131 78 84 110 1 8 F2 52 12 28 78 80 70 98 1 F1: TOTAL NUMBER OF L❑CATI❑NS = 5 F2: TOTAL NUMBER OF L❑CATI❑NS = 3 AVERAGE TILTED LAMP C❑RRECTI❑N FACTOR APPLIED = 1 LIGHTING NOTES 1. SITE LIGHTING TO BE A 1000 WATT METAL HALIDE VERTICAL BURN FIXTURE MULTIPLE DISTRIBUTION SHAPES (TYPES 1, 2, 3, 4) WILL BE ALLOWED TO MEET FOOTCANDLE REQUIREMENTS USING SEGMENTED OPTICS. * MOUNTED ATOP DESIGNATED POLES WILL BE TWO (2) 400 WATT METAL HALIDE FLOODS DIRECTED TOWARD THE BUILDING. 2. LOT IS REQUIRED TO HAVE AN INITAL AVERAGE OF 10 7oorCANDLES AND THEN BE REQUIRED TO MAINTAIN A MINIMUM OF 2 FO TCANDLES 3. LUMINAIRE FINISH TO BE BRONZEi 4. BALLAST SHALL BE MULTITAP 129, 208, 240, 0 277 VOLT 480 VOLT AVAILABLE UPON REQUEST WITH A TWO (2) YEAR WARRANTY 5. APPROVED DISTRIBUTORS: RUEFF LIGHTING 1-800-678-15I32 DESIGNED LIGHTING CONCEPTS 1-800-248-5483 * SEE PHOTOMETRIC JE MARTIN 1-800-462-8235 PLAN FOR QUANTITY LUCAS FORD ASSOCIATES (LSI) 1-561-220-4301 AND LOCATION OF \ , � FLOODS Virginia Ave 1 `FT PIERCE\ o OJ Edwards Rd N 41 605 I 1 I t m �✓ A, 0 ` o 9 m N m O o v a 0 ry °w Weatherbee Blvd s osit Rd @ — 712 M`dwoY LOCATION MAP O M I O N (L1 FOR PROPER INSTALLATION OF SITE LIGHTING ALWAYS USE DOUBLE NUTS LIGHT POLE TO BE FURNISHED AND INSTALLED AND WASHERS. THIS ASSEMBLY WILL BY ELECTRICAL CONTRACTOR. LIGHTING SUPPLIER 0 PREVENT MOISTURE BUILD—UP IN THE RESONSIBLE FOR STRUCTURAL DESIGN. POLE AND POLE BY ALLOWING AIR TO CIRCULATE LUMINAIRE TO 13E FURNISHED BY THE SAME THROUGH THE INSIDE OF POLE. MANUFACTURER BASES MOUNTED DIRECTLY TO 0 CONCRETE CAN CAUSE A MOISTURE POLE DIAMETER — 5" (INCHES) ° BUILD—UP AND DETERIORATION OF POLE TYPE — STEEL SQUARE THE POLE'S STABILITY POLE FINIS — BRONZE (DO NOT GROUT ASSEMBLY) O m ANCHOR BOLT OVER / BY LIGHTIN S PPLIER z 0 ~ I/ AIR GA o _ v �, p i d O O I z D D O c) I. III C O O u0 E3 D E i) O U ro o ANCHOR BOLTS AND PIER D, z I X INSTALLED BY ELECTRICAL ° D Lij w `c NOTE: CONTRACTOR. LIGHTING �p a w 1. LIGHTING SUPPLIER RESPONSIBLE FOR SUPPLIER RESPONSIBLE FOR .II a p STRUCTURAL bESIGN STRUCTURAL DESIGN. w..) D N 2. LOCATE POLES PER PLAN 0 M D D J z Q 0 = O D J L 0 N Ld LIG T POLE li 0 LUMINAIRE F1 O PREPARED BY: JOHN BUJAKE HUBBELL MSV—A10 OH VP8-1 TION, INC. LUMENUSING: USING: HUBBELL MSV—A1000H—VP8-1, CAD SYMBOL SRD2.SYM �: — MHS O40OH-268 CAD SYMBOL SIZE 5 FILENAME : C: \IES�HP 6808JES PLANE : LOT LUMENS = 11000; I LLF = .72 POINT SPACING LEFT —TO —RIGHT = 8 ft SPIN = 0 POINT SPACING TOP —TO —BOTTOM = 8 ft' LOWER LEFTHAND CORNER- OF PLANE: TEST NUMBER: HP106 08 HUBBELL LIGHTING, INC. PHOTOMETRIC REPORT X= 1 Y= 4 Z= 0 CAT. NO.: MSV—A1O00 —VPx—x UPPER RIGHTHAND CORNER OF PLANE: DESCRIPTION: MAGNUS UARE — ARCHITECTURAL TYPE: IIIII/MEDIUM/CUTOFF X = 133 Y = 215 Z = 0 LAMP TYPE: MH1000U BT37 LIGHT METER IS NORMAL TO PLANE LAMP DESCRIPTION: 10 OW MH, CLEAR REFLECTOR: SPEC. WH.PNT ALUM/STEEL ENCLOSURE: CLEAR SAGGED GLASS AVERAGE fc = 5.92 TILT=NONE MAXIMUM fc = 14.7 LAMPS = 1 LUMENS/LAMP = 110000 PHOTOMETRIC TYPE = 1 WATTS = 1080 MINIMUM fc = 2.3 LUMINOUS DIMENSIONS (FEET) :WIDTH = —1.529 LENGTH !,= 0 HEIGHT = AVERAGE/MINIMUM = 2.57 FACTORS : MULTIPLIER .297 = 1 BALLAST 1 BALLAST —LAMP = 1 MAXIMUM/MINIMUM = 6.39 NUMBER OF VERTICAL ANGLES = 20 0 TO 180 DEGREES TOTAL NUMBER OF POINTS = 336 NUMBER OF HORIZONTAL ANGLES = 21 0 TO 180 DEGREES PLANE : BLDG LUMINAIRE : F2 POINT SPACING LEFT —TO —RIGHT = 8 ft HUBBELL MHS-040DH— 68 POINT SPACING TOP —TO —BOTTOM = 8 ft CAD SYMBOL S LD.SYM LOWER LEFTHAND CORNER OF PLANE: CAD SYMBOL SIZE 2.5 X=52 Y=53 Z=12 UPPER RIGHTHAND CORNER OF PLANE: FILENAME C: \IES\HP 3590.IES X = 92 Y = 134 Z = 12 LUMENS = 33800 LIGHT METER IS NORMAL TO PLANE LLF = .7 SPIN = 0 AVERAGE fc = 1.33 MAXIMUM fc = 3.05 MINIMUM fc = TEST NUMBER: HP I03 90 HUBBELL LIGHTING DIVISION PHOTOMETRIC REPORT .79 CAT. NO.: MHS-0400H x6x AVERAGE/MINIMUM = 1.68 DESCRIPTION: MINILITER FLOODLIGHT — NEMA 7H X 7V DISTRIBUTION MAXIMUM/MINIMUM = 3.86 LAMP TYPE: MH-4 0/ /ED28 TOTAL NUMBER OF POINTS = 52 LAMP DESCRIPTION: 00. WATT HALIDE ARC OBSTRUCTIVE SHAPE : BLDG REFLECTOR PE ULAR ALUMINUM ENCLOSURE: CLEAR, PLAIN, FLAT TILT NONE HEIGHT _ 16 (SIGN CL ® 12) LAMPS 1 LU EN /LAMP = 33800 PHOTOMETRIC TYPE = 2 WATTS = 470 LUMINOUS DIMENSI NS FEET) :WIDTH _ 1 LENGTH = .6 I HEIGHT = 0 TRANSMITTANCE = 0 FACTORS : MULTIPLIER = 1 BALLAST = 1 BALLAST -LAMP = 1 REFERENCE POINT: NUMBER OF VERTIC�4L ANGLES = 19 —90 TO 90 'DEGREES X 57.26 Y = 51.81 Z = 0 NUMBER OF HORIZONTAL ANGLES = 11 0 TO 90 DEGREES w 'n I Q WOrn N E C -.4- O w Z_ O ZLO = O Q CD Z W W(n0 Q CD J J u- Lt J_ z Q > ¢ ~ U lil c0 JLZ'0 C� LIJ = I Z (, rn J 0 J cN Z _j Q^ O in 3:: �� FL PE No. 52666 z Z 0 0 U o' W d I 0 o a M M m m z o Y � LJ � Z O '1 Q U fN s W W !n Z Q mCL CL j W z m 2 = Q r p cD ZZ (O (O 6 Z N d W CI o N ram- z J m Z W 0 U N < Q O W O d 0 W (1 Z JUo z 5W Q Q N � Zp N � III Z Kn M M E O Z U O Q � I w Z N o,�oow O d'd Cj 0* Q 9 Lp �- z 8 O o F_ z 110 a =5 v J PERMITTING BIDDING CONSTRUCTION 0 SITIE LOCATION: WENDY'S OLD FASHIONED HAMBURGERS US HIGHWAY 1 WHITE CITY, FLORIDA BLDG. Type E211000 (BLOCK) JOB No. SHEET No. OOI104 I L1 In SIGN LOCATION PLAN Y SH s ® 0 .( *� O)co I ILOADING ZONE .avco COOOCi c c an coo I i CO Ma a 0 r Boa E2000 BLDG (HEIGHT = 16') O CBS FONSTSUOCTION O t. i W J . e s PUM2 GO O .r as ( o<NA . i F of A .Z1 m LL O I I, III I' ­0 It NCO v. II 0 0 0 01 O O� O O O O O O ? i � "i+' � � � \'6'iW. e±y`1f'y,. h :?'.,tip. , � •+ _ "�;. x -��.. � y y S j...... _.... 5r i %iv:cc PYLON SIGN (WP171 modified) 12' FINISH GRADE US HIG7'WA Y NO. 1 FSPEAKiR PEDESTAL & MENUBOARD 0' 1�l 14' 91 ACCESS DOOR \�_ LID t ❑ ONC. Q,ASE „ 2x 12x 36D EP " STEEL PIPE IHOULD BE TUBBED OUT 1 1" MOUNTED SPEAKER SONIC DETECTOR Ln 5" PIPF STUBBED UP I18' FROM BASE OF CONCRETE. PIPE - MUST BE LEVEL N CLEARANCE SIGN j DIRECTIONAL I� 8'-5' "I � WELD 3"OD - PIPE STUB TOP PIPE INTO N BTM. PIPE FOR PIVOT i� 9' CRITICAL O D.T. PVMT. 3"OD PIPE co 1 1— 6 MODEL NO. WD-3 S 24" li�V� xmup) 24 SIGN SCHEDULE TYPE MODEL# dU NTITY ALLOWABLE AREA ACTUAL AREA ELECTRICAL PYLON SP WP171 (28' HEIGHT) 1 183.3 SF 168 SF YES MENU BORD SIGN W/ 54 SPEAKER PEDESTAL O WVM I& WSP 1 NO RESTRICTION 42.3 SF YES WALL O WIL42C 2 1360SF x 20% = 272 SF 43.8 SF EA. 87.6 SF TOTAL YES DIRECTIONAL S WD3 1 6 SF 4.3 SF YES STOP O R1-1 1 FDOT INDEX FDOT INDEX NO f COMBO STAND S3 COCA -COLA 1 NO RESTRICTION 10.67 SF YES CLEARANCE UNI-STRUCTURES 1 NA NA NO SC HANDICAP PARKING S� FTP-25 1 FDOT INDEX FDOT INDEX NO SIGN DETAILS MENU BOARD FEATURES DIRECTIONAL SIGN FEATURES CABINET: ► EXTRUDED ALUMINUM CABINET AND FRAMES. FACES: 5" WIDE ALUMINUM EXTRUSION WITH ALUMINUM RETAINERS ► NON -GLARE COVER DOOR FRAMES FLAT FACE OF 1/8" GE LEXAN S100 BOTH WITH A PAINTED #313 DARK BRONZE FINISH. ► MENU FACE LIFTS OUT FOR SERVICING INSIDE THE STORE. GRAPHICS: ► 2 SIDE HINGED COVER DOORS OVER MENU FACES. WHITE LETTERS (LACRYL #403-W) ON AN ILLUMINATED POLE / POLE COVER: ► 23 LINES OF COPY PER PANEL - 92 LINES TOTAL. UNIQUE RED (LACRYL #43' -R OR EQUIVALENT) POLE 2 1/2" x 2 1/2" X 1/8" STEEL PIPE 51" LONG. ► SPEAKER SYSTEM MOUNTS REMOTELY IN A BACKGROUND WITH A BLACK SCROLL. THE ENTIRE NATIONAL SIGN SYSTEMS SPEAKER PEDESTAL. SIGN IS (LACRYL BY IpA GOLDEN EQUIVALENT) PAINTED WITH RUST PROHIBITIVE PRIMER. N ► MOUNTSRAINTCENTER PANELED DRIVER FEEDBACK SYSTEM YELALLL� APHHIICSYPAINTED ON SECONDSURFACORDER. POLE COVER: FORPANTED #ED 313P DARKBRONZEFINISH. FOUNDATION REQUIREMENT: SEE NATIONAL SIGNS SPECIFICATIONS COMBO jSTAND 106 3 /4" 8 3 " III 1�E�nD� WALL SIGN 12'6" 9'0" 6" 36"1 WIL42C CAMEO pi 23" OLD-FASHIONED COMBOS LTA �—III E{nD1 3, - 1 2"0 J-BOLTS 8' LOL1/G ALTERNATE: 3 - 1/2° jJIILTI KWIK BOLTS WITH �5 1�2 EMBEDDMENT PLAN VIEW 23" 8° LONG2 0 J-BOLTS —� ALTERN TF�: WITH 1 �2 EMBEDDMENT FOOTING FOR COMBO DISPLAY NEW COMBOS DISPLAY 24"0 x 3'-6" CONCRETE FOOTING NEW COMBOS DISPLAY 24"0 x 3'-6" FOOTING E BARS 2 CC LLJ L0 C I � Q `n cV Of oF--LLJ "' Ld OzQ� O _Z = CL 2 CD Z W X L,J cn 0O Q (_ J L.1_ J_ LJ� > Q 3 Cy) U W CD J Z n Z LiJ = a- I J v E-- Cr) J ::D p CV _JcpJ^ Z oLn�L0 _r�VL0 0 V� FL PE No. 52666 Z O V d' W a 0 0 a Z Z O 0 V w W U W d z J 0 N tn Za � a W Z M mcl x = x x H o C O Z n, 0 cr CL _ x a = = W 0: W O o Co P N z d r o uj J m Z ¢ W O LLJ Y U a UL;j N O cy U O d 0 Q W Z J Q Q Q O � z0 in O Q > L) ��o U d' p� 7 Z CY.7L @0 O Y��O0 to in '01 W Z U Q N W W d 0700¢ o0 w Q\w d d U N U � Z 0 u V) PERMITTING BIDDING CONSTRUCTION 0 SITE LOCATION: WENDY'S OLD FASHIONED HAMBURGERS US HIGHWAY 1 WHITE CITY, FLORIDA BLDG. Type E2000 (BLOCK) JOB No. SHEET No. 0004 SG1 Q v Q0 O m E 11 1. Nl.: . III 'T.c 2s -I I I x..I . _ I - 1 4 NMI owmw��Mmwl 77 �b �y. ppY Pm. LMM YVALL SECTIONS c .,.Y r"- , 5 TURAL PLAN r. a r t A r Ar T T TAI AND URAL DE L NOTES RUG S , r r . , b V ... # r v. .. x , „ F SB S RUIGTURAL SPEC GA ONS _ .r: t G NT PLAN �':::`. „ , EVOLUTION 2CaU0 �m ,, .. .: .. �_ _, : I STUCCO EKiGK � � � TRP��:HEAT ,. — r Y T Muj R E AND 5 5 E :.. ( ,, 1 : T I ., . . Cl TON V � e 1, ,.... , ... .`�. MED� E3 x hj f Iv9 r Y i 5r F i ' 1 4 } 5 F i t Wt 3 x a „ l.. t: > fI _AL_ _ _ .. _ _,-'11,11monIt T To IPINAI > T. r. .M1 h ...'. ,:t-.. ,. .. "R•.. W, y .-• by ... '... ., L p :. , >..4. , tiff :. -♦ Yr ,.. r s ,...... „Y. aR p .. �Y .., e .. � > ,... , ., ,.: ✓.. .,,..:R... 1Y Ah,'_.. :sv..<. '¢'r�.w .. +. .. , , SM :.:: ,..E , , �y, V._' a,. u..��m:p� �r& �: _ ., 1. p h- ... '� ...! . , r ^i.. r d. s .. Y k q+' ,. «F.I,1Afi „ 2 4 '•e r ",: r,- r s:. ,.. ..,', ,"t 'r., .'. ,: -rt .. ^ ..- , . ..., .. .... r r .... , .t.. ,.... -. "Ir ... .„:; � i. ,�. .: , .. r, , : ::' > a.., ,, , r ,. _ ,. r / m .. V,. .- > ::. x. , r+,. , }rt. .. ,,.. '.t i'x .. . . .., ,...:.. e..,, .r.. :. , t e. f. vr. ..> ... r. >.,. < er .,.: a: rr ..i=v. ..1 i,. n<�._....+..rr, �x,.» •. .. ,.. .r .. .. ':.u. , x , r ::. ,. x. ...N.r,.,. a !.. ... ,. b':. ,1., v .r.. > o- -:.a..�, r'I. r ,. .... x. 9 v ., < ,. r, d._: x _ ... _. <. . i..F. , a.. _ , Y ._ v.. v. , , ,,. ,. ,.. .._ ... .^,:, ..f +rJ` ' .. ,. ,: �:. _ ., _._+ xN: , ,.. � , u>. .F' :.r S .: ,, ,, I., o ,., ..... , . - ...:.» . n... .r:.-a-.,.. x>. r._.Y. ,. ` ^ , " . ., S' m ,. v,. rx ar° x. ,. .. vA.. .S..Y ¢ n.. s k.1 e:. ,, >... r ...^,.r ,.af+,. i ,_3:. , '. h,. u B w .,:... . .. r L_._ eta,, 3F [kk'+jk .. 'f. rv8 fx1C^r� :e4: t,4..�i. � x.. ,..�: .. . o � .. ,. .... .z „ fd Y:.:i+.,. ,:. "W^ ,, f ,fix-.. .,.. ..:. y@. x c. 2000 Pit r�, k � .. ._ , fi i. IMMERSION i - - ' i a +R§ st ,-a:,a•e ,„r,, t ,*:.;: r J ,tat . <.a>;:., ..:�.. �,' :r ` ;,"� ~d, ", ,,'.. .. . , 111 w ■ -II . - II- :©. � III- I 1 4 it 1 • • 1 ' • i it t • „ 1 it 1 �t 1 n , • n 1 n It • 1 • it 1 ' 1 • 1 �u''I�■C■C■■❑©■C�0■0■■a■■0�■■�■■0■■0■■■ m -- • o■■MMo■■■M■■■oM■■o■o■'^ate;■■■■■■■■■ ©5EE SHEETFOR E3AeE 0ETAIL5 p • Q c 7 v 11 N Q m Q A P g E1.SG. PANEL EIK. F1 a FRAMING ELEVATION O ELECTRIC, PANELS 6' RAISED CO C. PAD FOR HOT WATER HEATER AND- 0O2 TANK, FREEZER 4"D B I COOLER I 0 RAMP � 112 4 37, H" IO' 4'-0"-- HEADER ' ry I DRY 5TORA6E 7 -46 -d' O ®III®� 1 1 • • n it 1 • • i • u n • ; 1 � 'L. n , O , 1 I II It 1 11 It It It ; • • • ' 1 It ; • It ' • ; • • 11 , •• 1 11 1 1 • 1 1 • 1 • v■ � MD■■MMI'1l0■0013 ■■■■0000o■■o0■■ o■Imo■■■Mil�a■MMa■�■■■■M000MM■MMM■ Ell No MEN Col MEMO C©]■ ' n■■0■■111■■NME©NOMEC■D■■■NONE a■®n■■o■Mi�E■■c■© M■Moto■M■MEMO o FOR Pl LAMINATE COVERa-�- ... .: - •. - - - - •• MANLIFA OR ZPAI.- - .-:. - © COLD •- • :• . -DOOR _ VIBAIERt . DO p5EC.URITY HIWvE5. 51MILAR TO DOOR ELEVATION• • • 5, -4, E c�ENERAL NOTES I I. ALL PARTITIONS NOT DIMBSICNED ARE 3�" WCyD sTl1Ds. (t••ETAL 5T1A5 MAY 13E IF_>®, ALL DII-8N� I-t15T BE AD.115T®.) 2. PROVIDE E!1X,KINS AS REQUIRED IN FRAME WAL15. 3. RI61D RGL"F INSJLATION IS FIBERBOARD, - NOT FOAM. 4. EXTERIOR DIMBJSIOPY� ARE FRCI••1 Ol1r TO GUT OF PIYY407D SHEATHING. 5. INt'H210R DIMENSIONS ARE FROM FACE TO FACE OF FRPMIN6. 6. GR056FIATG44V INTERIOR WALLS INDICATE GALVANIZED STEEL 5llA75 Ib" O.G. T. sTAINI� sTEEI_ PMHS CN DlR-RQ',K SHEATHINS MIND ALL CGOKING K"311PI-B•fT. TO EXTE1•II7 IH" FROM EIx�G OF EGUIPMB•IT. (BY KITGI-B•1 EGUIPI•"8•!i SIPPLIER) H. RiSTRGOM PARTITIOS ARE MARLITE FPL -FINISH skip ALMOND Sg PLAN 2-Is6 a K h H" GGN' BARS / T 9 BLfX,K V// n 2'-O" _ �," DRYWALL e' ccNc FURRINS 3-slb BARS �'K AT EACH END GRLIIf `'.*EAR VOLL OF SHEAR WALL MA5?�NRY ICY7% - 50LID � m o FRONT CORNER DETAIL 1 . PANEL ON 00� PLASTIC LAMINATE 'A' ANp 'D" ONLY COVERED FLLSH DGY)R s15�rY TB4DER® WINDOW ._ 6LA% II II PANIC BAR it II ' II � -� IHx30 in WINCXJIN IN OFFICE Y.1CX DOOR DiOOR ELEVATIONS SGALF: Via' = I'-0" AD-IYTABIF AULM11NtM1 FRAME NOTE: /� LL'l7R OPENING I)5E ONE STUD HELD T16Fff TO GUf51DE WALL AT HINGE RC05f'I GFENING SIDE OF DOOR 'E" 0-BJ'S ROOM Gi70R) DOOR DETAIL 1'-4' 6'-H" '-4' 2-8' = r,an,I � DETAIL ON THIS 5 T `'�'_IT LINE•_ t ' 5T1r.1j 5ILL = ' (V 1 24' ry I ' q°I I 4 1 - T, U. r H -�' T'-5" I° 9 V I lA n v =7l O8 n 5 W m 1 1 102 � A Lvi 1 a ; ` � /• 1 60' MtK l5E SE1F I TEMP. G36' HI6F1 L. WALL . _ . _ . _ . _ _ . 1 lAB HII•Y�E CN ALL pGGE561BLE i HEADER STALL C00R5 i u16'-2�" O 8'-3'��r�� 4'-2�' 3'-4' 2'-4' �'-0' _ ---- - 1 H40P I , IOIA_ t I-- IT F Y-0 O 5 a-----,-� --- '_4 2�_y:: K I-EADBZ I I 'ry , , ' 12" H 11 L 7 GRAB BAR5 IN RE5TRGYTIS i L GRP.B O I 7B I I _b I v ARE PROVID® AND II5TAL EV ' BAW BY THE 6B'LRAL GGNTRAGTOR RE';i- II IR® SUPPORT in V 1 �1--~ KI I L_-____ _--___ 1 0 a� SS 2 21 ry Ub Q NOTE: rr- ISE "PLYWCY.9 SHEATHING 1 1-- ----- -- ---- 3-----------, -- -- - 101 ___ 1 `r TOP WW1_ � I18h FOR WALL SFIELVIt�Y� �iUPPih2T I HEADER ' F Va�zEvsz WAL1_5 ARE ' ' a' F \ D�I&4ATED WITH A DA5H LINE 1 1 m SHT. FQR DET. 1 1 J K ' 1 fEAL82 11 O 24�> - 1 1 I I I 13 7B 1 i I 1 I I 1 1 1 1 2b 1 I I 11 Lp I .b 1 2T t H 1 I I ® I I I I ry i ' j 1K 1T'1 6-O' I-I,l 5'-6I6, 1 I VJ \ `r 1 2H I I-r_________ 25 1�----------w - F _- ----Paoi10 t1 ri ice/! 2'T 1 - t I 1 1 16''H" �-Y 110' 2 2" oil 6-0" HOLD T I I I If 1 ------- I I p'-0" HOOD II 3_4 3'I4II - 36 1 `C NOTE: I 1 N OFFICE V41WO 1 15 TO BE 22 Z�v� y, 1 v � 15'-4" 2'-H" ' -O' PROVED® A5 PART OF THE IL ` 1_ _ _ _ _ _ _ _ _ y� S"�"E� � �� _ I'�1 STORE FRONT PPC.KAGE. CGLl- j :OI OR TO MATCH EXTERIOR. b � � o' � STUDS $ � HEADEReT'-I' coI.CC. STO 51 r � 33 100 = �F7� • J ---------- -- �)34 32 — � i� to EKbD 2 — — — ANSIL TANKS T%" 12'-4�" 1 3'-O' 2'-H" 12'-0�a" 1'-IL, H'x36" 4WI. RAILI 4030 SLIDING 401.30 SLIDM6 WINC S - -IB � WINDOW LL - m a� a� Q �o _ a� 6" GGf•GRETE FILLED � GUR-RGY.K SFEATHING r I:_q:: --► ' I:�. STEM PIPE CGLIII•TI'� PLYWOOD) OJHZ METAL 6' CONCRETE FILLED STUDS O 16" O.G. WITH 5'f®_ PPEC0l1Jt•?� I'-2 4'-0' i'- HORIZONTAL g BLLYKING ,_q• 4'-6" 4'-0' 4'-8° 14'-4' 10'-6" 6-4" I5-4" 13'-4" 22-2" j I I I I I I I I I I I I I I a I 7 ATTENTION ALL BIDDERS REFER TO WENDY'S APPROVED SUPPLIER LIST (FOUND ON PAGE S-4) TO OBTAIN NATONAL ACGOUrfT PHONE NUMBERS AND CONTACTS. f- N M a W o � o I N U m IY r Q o V a M W � � o CPj r � � O �^ i� z GL Y'@UY'S 15 I WHITE CITY, FL r'emr's sroRE NO. axb-a04 5RK.K/FA5GA BUI7171N5 STANDARD BUILDING SEAL PLAFI NO, (REVISION #I) E-200iOFB JOB No. SFE—ET No. 200o- , ta' m MIM i,119,17T5 -SMH�5 114 FAECAA 5y5TEm VV4*x4* COMSFt�(9II Ay: RX-5 �; � 91 5L#IFUEV BY O"C:R Aw MTALLM 0, 16" V41DE x 6" DMF x qo l4hS14 5CUDFM "34" By aaERAL 60��TOQ 7" '-'7777 FWA��.. i, ...�-44 BRP--+M COPPM 1 3 '01110 ", " '2 I�NIZA"��' f:i4r:i"� 1' 74' `kn' IIIoe I ,x d 3 ir'F a; y � z i x2 y �d } a n' 1 1 .4 bQ ON N4 - 7v • (FiNI94 5-1) •. 1 � ix2 TOP GNAiR 1 RAIL. (FM614 5-1) • Ix2 Hf7fTOM GHAT RAIL_ -(F-MH S-1) & i ► NIG G f � I m ?R rn NENDY'S IST (FOU TAIN NA7 u .P �. t.. ':v : . v • ::.. . ^i' .S�^. r s� ^3 f t A � r a �:. � , >�x, ; y,{ ".;-f ",� �..«�yr v^frur� • � .�rF � ; -:. L` 5b° ORYKALL oR— `v"ffi'rlt ^".{T �k �w"i+i.£w �1TiY �y, Sg'T*�4✓g 14.r fly �2 ru �a k �"'' i".'P� ' .i., c�4 � Ri9±i,�"k� ' 1 ���"�f ^ ' •4, ° ° WTAL HAT GHAM®- `' x a° COW-. el/x.+c di wl £N .* ! S" °Y"" C� '�y$m^k�,'"l A' ;Arv' A Iry .may* • .� M �V • •°v i�VL— ♦ ♦ • ° •A�/� �✓ WV No. 3000-0041 a 1'Yi SGAlf ye i', i 1 7T ry — tV Off` ry Q T W ry b U Z UM W o F o I U � Q � M W N C) o cri 0 0 �s w w `Wd N O N M M yW 1.L ILI �1 ® J W W H Z v�nrs U5 I WHITE CITY, FL M8i7Y'S STOW ND. 2000-Q?d BRICIrXK A5UA EMIAN6 SEAL PLAN No. (REVISION #I) E-200OFB .JOB No. 51 1 NO. OW-004 ;: 11 1 I 111i k' "yIl I _ vmA=n .u» I I A777 7, 00 O OO 615BOX FOR / �i� ❑ 4 ❑ LDOP DFTEY TOR O ❑ M — — — —1 7,�r,741 . ,.. ,.., a� w w �. z PAPS R N3 ..A" PAPA 0 ® J W o> C�iD m -r7Y' .2 591-9 65h. 5-TY2' 145Y," 48YIN 10 M EAU IL VERIFY 10' GLEARfNY,E FROM VENT TO ANY AIR INTAKE --� AIR INTAKE Li EF-3 6' ROOF OPENING FOR GGbKC.BJTER COVE 50R AND- .ICE- Y.h MAHNE CONDB iOR SEE DETAIL A/8 FOR ROOF _ PENETRATION ICE MACoHINE VERIFY 10' CIFARANCE FROM C.ON11DENEOR --�-`� .'�— VENT TO ANY AIR INTAKE COOKCETER'5 RE RI6ERATOR --�''� A_ I AIR GCNC OR INTAKE EF=I PROVIDE POSITIVE DRAINAGE SATELLITE DISH TO SO.FPER DRAINS LOCATION MAY VARY DUE EF=-2/ EGUIPN'B'Tf \ TO BUILDING ORIENTATION SC.R N 5GA4PB2 it �� I I SGLPPE/ IXJVJ•SPGIJT 00/41EF r _ll � LOCATION L OCATICN ROOF PLAN SCALE: Yb' = I'-0" LINTEL SCHEDULE CAST CRETE SYSTEMS VeST PA 4 ellEACdI Fi MARK TYPE REINFORCING BEARING LI 8F8 (1) %5 T / (1) #5 B 4" EA SIDE L2 8F16 (2) 45'5 T / (2) #5'5 B 8" EA. 51DE L3 8F24 (2) #5'5 T / (2) M5'S B 8" EA, 51DE n II'-5Y2" EEARIN5 HEIGHT FOR ROOF TFZUEfi SYSTEM 5P5r,IAL BFLTRIG PANEL F RAMIN6. SEE DETAIL ON SHEET K4 8d NAILS a 4' O.G. (2Y2' O.G. a EUILDIN6 PERR 'll M HATCH AREA Z(4 EILOCKIN5 AT 48. O.G. (IYP.) AND AT ALL R-YV400D EIDSE5 LI PRECAST LINTEL CONT. (2)-2xB� EILCY.ICINJG i F i �ARW HEROOF TRI,65 SYSTEM 20'-0" LONG SHEAR WALL W(3) W0'5 EACH END. GROUT SFEARKALL 50LID /LI PREC/ T �e� M ..L*�� ..6067 2XIO ROOF JOIST a I6' O.G. GUT TOP TO PROVIDE SLOPE TO SCk Fr-$z. SEE SHEET LLB O EGORME IT SCREW MECHANICALLY FASTENS] 51NY->I P-PLY ROOF M a,1BRA•E PROVIDE POSITIVE DRAINAGE ARgRJ7 ALL ROOF CURBS N I Ail It - AIR INTAKE VERIFY IO' CLEARANCE FROM � VENT TO ANY AIR NTA<E — II'-10" EFARM HB6W FOR ROOF a TRI/56 SYSTEM 6" PVA PIPE 0 : wofm%l 1 0.1-4 Al PENETRATION DETAIL 8 Y SCALE. Y2. = I.-O" ATTENTION ALL BIDDERS • DE516N LOADS 115% 5TRE55 DURATION ROCF LIVE LOAD = 30 P51F DEAD LOAD = I8 PSF Y*V 12< MPH BA51G WIND SPEED GENERAL NOTES, I. ALL 3x HOOD E£ANiS TO HAVE (2) - !6" PLYWOOD F lLLERs. 2. R-YV4000 NAILINY5 ed a 6' O.G. UILE55 NOTED OTFERY41SE 3. 2x6 6LOCKIN S AT JOIST SPACING GREATER THAN 32" O.G. 4. AL WOOD TO BE 5YP #2 UNLESS OTHERWISE NOTED. 5. SEE SHOT 86 FOR Ck3, A_ 5TRLCTIIRAL NCTEr5. TRU5 JOIST Mol-AN BIDDING PRUGEDURE FOR COMPLETE INFORMATION AND Fmow, ON THE ROOF TRUSSES A5 SFSGIR®, CONTACT THE TRU5 J015T MXMILLAN SERVICE CENTER AT 1-800-456-4151. ANY CHA 51E5 OR VARIATIONS FROM THE NATIONAL AGGCUNT DE5i6N SHOULD BE BROU5HT TO THE ATTENTION OF THE WB47Y'5 ACCOUNT COORDINATOR AT THE TIME OF BIDDIN5. ORDERING PRO6.ECLRE To p1cre gar order, call the Acccurt 5avke Cater at the clove runner. DrcHIncpi cmi/cr colcvICilore stt711 be supplied for opprovd cr rectulred by the NATCO AL AGGOUNT ag'eerrert. lretdladm Instrixtia's ord d aHInq5 will be provided to the cor'G'Lztor tx) TJM. The contractor will be resp"ble for the delivery wordlinWon, u'IcWwq crd Installation of the moterld In this pmkoge. NORMAL DELIVERY TII-E 15 2-3 WAS AFTER APPROVAL OF THE SHOP DRAJNINY>5. MATERIAL LIST AND ENGINEERING 5PE65 OTY, TYPE DEPTH SERIES CUT LEISTH P. LINEAL STRESS LENGTH FAT LEVEL 6 TI 24' TJI/LQO 38'-5" 38.5' 231' 115% 3 T2 24' TJI/L40 34'-a' 40.0' I20' 115% II T3 24' TJIAA9D 33'-1' 33.5' 366.5' 11596 4 TIA 24• TJIA-00 38'-5" 38.5' 154' 115% 8 T2A 24• TJVL90 34'-Q" 40.0' 320' 115% 4 T3A 24' TJIAb0 134' 11596 4 T4A 24' TJIAf50 20'-5" 20.5' 82' 115% 40 TOTAL 1404.5 LIST OF ACCE 5ORIE-5 DESGRIPTION XIREI- EK 10 WENDY'S APPROVED PROFEe6ONAL B�INEER IN P� sn s 2a (sscJ SUPPLIER LIST (FOUND ON PAGE THAT STATE. 12 S-4) TO OBTAIN NATIONAL ACCOUNT Y� 5TIFFEER 24'(55G) elo PHONE NUMBERS AND CoNTACTS. slMPscN - TEk?6 ERECTION BT 4GINY� 24 51`lF5ON - TB48 EREGnON BRACING 2 37'-4• 2'-8" 2'-8" 2'-8" 2'-8" 2-8" 2'-0" 2'-O" 2'-0" 2-O' 2- -0- 2'-0^ 1'-4• 2'-8" 2'-8" 2'-8" 2'-8" 2'_8" 2'_8" 2'-8" 2'-8" 2'-I V2" SEE CORNER WALL G, N TRUCTION DETAIL ON SF1IT-T •4 k IV-IO" E1EARM5 II'-10" EEARINS, ,f3C HE6HT FOR RR'F NEI6HT FOR RDOF LI PRECAST LINTEL TRUSS SYSTEM BLOCK PIER5,W(4) TRI155 5YSTEM #-I's 6 GROUT SOLID TRIM NOTES, I. TRU55 LAYGVT 5HOVN 15 FOR A STANDARD STORE ANY DI5G4;lFA.GY TH15 AND THE 51TE SPECIFIC LAYCUT MUST HE E ROUSHT TO THE ATTENTION OF THE TRIY56 5LPFLIEP. 2. THE TRU56 SIZES AND LAYOUT 5HOM ARE FOR BIDDING PURPOSES S ONLY. THE FINAL TRL65 51ZE AI p LAYOUT SHALL FIE DESIGN AND 5TAJ-FED BY A RE515TERIIJ -TT- i i I I'-8!6^ PEAKING HEI6HT FOR IWDOF t--i 1 ! 11 11 I TRJ)<b SYSTB"1 1 I I I 11 1 1 I I I I t I 1'f-L2 PRsuaST LINTEL I II II I H ., 1• I I I I I I I LL 1 gq I 1 I 1 I I I I 11 rX- I II n II I i -I I I I 1 II II I I II o� m II 1 ,'�' I I I 1 II II I' •. 11 II 11 TYF1Gg1+i I I a'-e• I I 1 I I'-3^ • .. I I •1 in I I 1 I I I I I I 11 11 I K' I I 1 III 1 1 I I I I I 11 11 I I 1 • •• •• 1 _ I I I t I I I I I II 11 . .ill I r tl 1 I 1� t I I I I I I 1 I II 11 i i ii • ii 1 - i „ Itn / '� u I II 11 I ! I I I I: I 1 I I II-_ =,_1 =4'=11•� _ - . ii •• I�_- ,� .. i I I i i 1 1 1 1 i 1 i i �; - i —_° ,�i • n B . I 1 t__===��#IL__ °=�=il_==__y 11 I I 1 I I 1 I I I 1 1I I I!I I '•� ' 0 a i G 4' RC Y1F mPB�ING FOR ICE I I I I I t3A I I H I MAtF+INE cNmesoR if 13'-8" I tI 2_6• 1 ICE MAGHIFIE CGNL73•150R T2 I I I T2A! IJ 7 !i T3 le6ILes) 1 i I 1 ! I I I II 11 —jy I T I 1 4 •� I t T3A 1 TJI TJI/L9O. .. II TJI/L90 ibl REa I I I I I J 1 TJI/L90 6 REa I 1 �J 11 TJI/L90 I I T I/LeO 1 11 L____1! _ J____! 1 I 4 RBO. •• 4 REfl I I I 11 r_ A I I Lim p ii 11 1 j I I 1 I I I 1 I t I II tl II I II II! ! I if I I I I---plI iim I' l 14 ! it 11 11 ! 11 I I I j j 1 I I if • I II I II ��' ! ii I I I i i t 1 I II 11 II II I 1 I I I I I I I P RALS (I* LB5) / I I I I I - - 4 ROOFING FOR N �"�� coR I I I I I I I I I I I I I 1. • I I II II II' I I I II II II � _ •1 I' 1 11 I 1 .. •' ' 31-8' I 1• 1 _ -�_- I II 1 I I i i 1 I I II II I I 11 II ► -._._- j---_ _ j _- I I i i 1 I I �i t 152 M£TAL STws 1 11 2 1 i i I 1 1 I I t 6� I I II Ili I I I I I 11 11 1 j j I I I i i rrP1G+�L 1 I I I I' I if if III I I 1 I I 1 i i I I I LL Ili LI PRECAST LINTEL I I L2 PRECAST LINTEL-- L3 PRECAST Lit rEL LI PRECAST NIT$, 2x10 ROOF J015T a 16" O.G. fi LI PREGA5T LINTEL — OUT TOP TO FROVIDE SLOPE II'-O" SPARING 0 TO 5G,FPETt. SEE SHEET 715 Pj HEIGHT FOR ROOF TR Z5 5Y5TEM 62' -4" L2 PRECAST LINT? IV-IY2" EEARIN6— HE16HT FOR ROOF TRIES 5Y5TFM 2O'-4' 8d NAILS a 4' O.G. (2�6" O.G. a BUILDING PB kIIIE ER) N HATCH® AREA 2X4 ELOCKM6 AT 48" O.G. (TYP.) AND AT ALL R-YY4000 EDGES 72" LONG SHEAR INALL (2 RKYD) K/(3) W65 EACH END. GROUT 5HIEARWALL SOLID i 0 fV i ry — N Q ky yk ky U :n am F m U m Q W 0 F o z U m J Q = a � w W 0 0 0 � it } w LJ N W O M A 1 L7a z 9 A Gt" r� IL V' YEDY'5 051 WHITE CITY, FL P4142Y'S STORE No. a2ro-004 BRIC Q,FA5CAA EIULDIN5 SEAL PLAN No. (REVISION #I) E-2OOOFB JOB No. 151 T No. 200O-004 8 �' R } �� t ,' I� c f '[ �4 `'1 i44 A ii y y D, [ y i� x r K f..ue ' ; , S �, x Y 4 a 4 s'. .Ik A a u'. 5. J .. t II it 4 Y ,ap Z II 1 ,I II II II . A o .L.. 5 'I 1 x , in II } } II IIII ,i k �' A PY 5 fy} y X 4 A yF l i. ,la. I. 'I (Y {r 5�, ti } ,, yl i ,, ,,`, i ., ,. n r . I e, { t r .n 6' l L [ 1 4 4 i J .. y`. 0r 14 1, .I. w� , k^ k * , x s 5 .,,", d Z 4 , . T e Ix a r.l Y.'' . . . s e ,. x ,. l _Y F- y4 esr, "i, Y Y 7 o , to I �� m ,01 ['' R r ., I it f 'A x tj, S ['�+ .F ` 't _ �bp ^ I�I 3 { 'g 2 M x At ; I II fI-I: ,I� , :e �z ,�, 11 ", ':,, ,�-"���-�,.I..�I , X: A V t yy� :,.1 If� r YY ' .� nSRiJ* �{ ' ei�v i, ri,l , Yt r aTt 5 i{"T5,} 3 31 M Sd ,"I� ., M a 'f 3 e 1 .'l • iYN l '. S ,— II _ ._ R., r" LY h e, . } 5 �, i '. i a t j d, , .' ^' I. 5 . i< ,,. I.. I" I` . '. ' I I I 11 >k' f . y.... c,k r I 18 6A STAt STE Li COMER GUARD Y 1 a P F s F � k 1 Y GORICR n;?JM : " EW) KAU_ 'TRIM C,ORINER d WALL TRIM NO SCAIF: (SUPPLED 5Y OK, E5 E5 Z e@5 e VV V Fr- Fr� ES ry F' V 0 6G IJ E5 EB ES E5 E5 E5 Es 1 — � A (V n ky U Z ■ ■i m R U d W O I U m W � t o O _I Yr� 1 5 W N a 4. ® z � ia t _ W rams .us WHITE GT(, FL YOVY'S STORE No. 2000-004 BRICK4=A6GA MXIM STA VAPD 64RILL SEAL PLAN No. (REV 1510N #1) E-2000FB cos 51r No. k wit rvra��ra�-�rt[� L.. y � V,. ! t a .. � A . � . � .,, • • W'♦ r NOTE: 5WAL UNi BY CARMS SERIES 4300-4, AW Atirli SERIES PRW ARE ACCEPTABLE GENERAL NOTE-5 1 1) HIVAO 5Y5Tt3-4 DE516NE7 TO MST OUTSIDE TB-P OF d$ DESREES F 51,1111 AND O DE6REE5 F WINTER. CONTACT "AAON NATV46L ACA O,a 5' (1-8T7-435-4655) FOR. R15WREFIENT5 AT OTHER TD-FERATURE CGNDITIONro. 2) PROVIDE I YEAR WARRANTY ON WORKMAINLHHIP AND ON EGUFFENf BY S: FEGHANIGAL CONTRACTOR I YEAR PART5, 5 YEAR CCWRE5EOR AID 10 YEAR HEAT EXLHANSM WARRANTIE5. ON THE ROOFTOP UNITS BY MoNaFACTER 3) INSULATED REX1EN.E DUCT MAY BE Lem IN MAx"im LENGTHS. OF T-O" PER BRA A4 RUN. THE BALANCE OF THE RUM SHALL BE HARD PPE PV 1" 1145MATM SLEEVE FLDCIBig DU:T SHALL BE OPENS CORNM6 IL.25 OR EQUAL 4) SPIN -IN FITTIN5 W/ DAM=ER SHALL BE FLFDi RF OR L MIETALAR.E MELV TYPICAL OF ALL BRANCH DUCT RUNS. 5) ALL DLGTYHORK TO BE RUN ABOVE THE SUGPe IDED GEI1-M5. 6) HVAC CGNTR.AGTOR TO RELIVE AND SET ROOF MOUNT® C.OG,� ',. UNITS AND PROVIDE MOUNTINS RAILS. REFER TO 5TRIG'R1RA1_ (SHEET 8) FOR LOCATIONS OF ROOF MOUNTED D EGVFH34T, GRRS, AND RAIL DETAILS. 7) DUOTWORK SHONN 5 FiNSHED OD.DIMfN510M AJV TO BE INSULATED, H/ IYj' DUCT HRAP, INJUIDIIN6 DIFFIPEEP,5. �. S) RETURN PROFS FROM RT-I ND RT-2 TO BE LINED, PINNED A-V CC" W/ 1" INSULATION PER INDUSTRY STANDARDS. s W GOMPIEffi7 INSTALLATIONS SHALL CoOWORM TO AL APPLICABLE LOCAL, 5TATE, AND FEDERAL CODES AND ORDINA110E5, INC JPIN6, BUT NOT LIMITED TO THE LATEST ®ITOFS OF THE FOLLOHINS, STATE r1X DIN5 GODS, HFPA-NOA, HFPA-46 AV NWA-101. 10) SUPPLY AHD RETURN AIR. DUCT DRCP5 FROM ROOF TOP UHT5 TO BE ISOLATEV FROM UNIT VIBRATION WITH FLEXIBLE DLGT CON EGTORS. 11) ALL SUPPLY t RETURN AIR DUETS AND DIFRY5ER5 ARE TO BE I SA ATE D. 12) RUN I" THEFH05TAT HIRE FROM FAN CCNTROL PANEL TO ROOFTOP UNITS AHD 16/2 THERMOSTAT WIRE TO OUTSIDE AIR DAWE .. 13) HNAC CONTRACTOR TO TEST G-6GK AND BALANCE ALL ROOFTOP UNITS, EXHAUST. HCO , D64AL6T FANS MVD DIFFUSERS TO SFEY F4M AND 51.115M"T A WRITTEN REFURT To THE OP E17- 14) 'C DIFRi TO HAVE 27x22' BOX FIELD FABRICATED, W17 COLLAd2 16TALLED IN SIDE OF BOX TO BE FE.D ME0.5UR6D FOR 12' HEIGHT. 15) TH9;9,, STAT5 ARE PROVIDED BY BFCTRICIAN IN FAN CONTROL PAAB_ (SEE SHOT #14). WAG CGNTRGTOR TO MOUNT REMOTE SENSORS AND RUN CCWP40L WIRES FOR 5TAT5. AND SBN50R5 OUTSIDE OF THE FAN CONTROL PAM- 16) ALL CURBS TO BE ONE PIECE PE DEV AND IN5U.ATEV 18yq. STEEL, 1 !6' 31b. RIGID INSULATION GLUED TO ISIDE OF G1R6. ALL ClR2E6 TO HAVE I�" HOOD NAILER ATTACHE TO TOP OF CURB. . ,. 17) FRA4N6 IN THIS AREA TO BE VOIBLE 2x4 O 17h' O.G. TO ACCOMMODATE ' $ AIR DEVICE FBNE7RATIONS. 15) ALL W DE5REE BENDS, M SUPPLY AIR =75 TO HAVE TURNING VA4 5. THE DI5MANTLIW OF ANT' DUCT HILL BE FZ56URED TO VERIFY VNE'5. IQ) ALL DUCT WORK.5 TO BE INSTALLED PER SMA,C,NA, SrEC,IMCATIONS. L 20) PIETA ALERTS FOR 51,11014Z DETECTORS INSTALLED BY FIVA , CONTRACTOR. kMIOR4T"N6 LOCATION 5HAOM ON 114CTRIAL FLAN.. �..... . ': - 21) HNAG CONTRACTOR TO SUPPLY AND INSTALL HIRE FOR TF€50N05TAt "4 .A AND SMOE DETECTOR 0R.CUIT5. 22) HNAC CONTRACTOR TO CONVECT IiI LOW VOLTA5E COMTRO, .:`782M11NAL5 TO COS PANS- T L415. -^' r, ■uME o� �� ���iiii ♦♦♦ . • II ♦ ®, Mil■ H\/AC EQUIPMENT 4 MATERIAL PACKAGE FOR QDTATION ON THE FGLLL7WI16, EWIPFBdt CONTACT WB•DY5 ACCOUNT COORDINATOR, AAGN NATIONAL ACCOUNTS PHONE, 1-87T-435-4655 55LIF1,84T PAOKA6E: RT-1, PT-.2 AND Ft/A-1 AS PER SCHEDULE THIS SHOT. IF DES" CONDITIONS DIFFER FROM THOSE LISTED, CONTACT AAON (LISTED ABOVFJ FOR APPROPRIATE EWFMBNT. I ROOF CURB PACACPGE: IY,L VE5 G)REIS FOR RT-1, RT-2, MIA -I, EF-I, EF-2 EF-3 NV 3 SETS OF ROOF RAILS. ALL C IRE15 ARE INSULATED AH$D COMPLY H/ NFPA Q6. REGVIFZE434TS FOR HEIGHT. GRRB5 PROVIDED FOR EF-1 AND 151--2 I -UST BE HMM AND CHAINED AIR DEVICE. PAGKP6E, .APPLY I. RELAY ( RI ®) TO BE GNRON LYIF-24AC OR E AL W/AMP DRAW NO GREATER -11 A 5O A WITH RELAY MOUNTING BASE RELAY TO BE F`IOUNTED IN CONTROL CABIPET IN ROOF TOP UNIT5. 2 DUCT STAT DwFuRB4TIAL TRkeHHEL TO TE SET TO 5'F DIFFERENTIAL SET Pow OF 65' F. 3. ALL ITEP l5 ARE FIELD R1RN15H® AND INSTALLED, — — — -\ SEGUENC.E OF OPERATION FOR SUPPLY AIR T8,FERIN6 R THE PURPOSE OF THE INSTALLATION OF THE HO 04ELL I T6031AI02LI 5 TO ACHEYE A MNIKH OUTLET TEFP- H X r` d ERATURE MGM ROOF TOP UNITS OF NO L.E55 THAN ig 3 YI RI 654F HHEa OUTDOOR TE PBRATURE5 CREATED A H)e AIR TEMPERATURE D ILf THAN 65'F AT THE SMCOIE R2 NO a O Y2 —WI —MILE IN HEATING FYJDE 4v HH3N BUID71N6 SPACE THEPMO5TAT 15 SATISFIED, T$"PERIN6 DUCT 5TAT ;,_ UL HILL BRM6 QJ FIRST STACK HEAT WFIEN AIR EXHAUST H M PACKAGE (SEE 5-5 FM APPROvW SUPPLIEi;ro) HOOD 4 FAN PACKAGE W"-IED BY PEMD'rS ON ALL COMPANY OWNHD 5TORE5. VERV'r WITH OMBR'S.REPRESENTITIVE WHO IS TO SUPPLY HOOD 4FAN PAGKAC-E ON FRANGHSE STORES. INCLUDES KITCHEN HOODS AND EXHfWrT FAm EF-I THRU EF-3. CURLS FOR E *4ALST FANS ARE APPLIED WITH MAAC MATERIALS PACKP6E. COORDINATE TFE.DELIVERY OF THIS PACK WITH THE PENDY'5 JOB SUPERVISOR, INSTALLATION BY HNVAG CONTRACTOR. LJ _ TEIlPBRATLRE DROPS BEL OPI 65'F. TEf PEMN5 DUCT I G r 5TAT 15 DFAMM H ErEVER THE FAN 15 HOT OPERA- TIY5 (R2) OR COOLING 5 ED=1N6 CA -LED FOR (RI) T ' T - 14 t= ., TEWE2M6 DUCT 5TAT DIFFERBNTIAL TFIL "NEE_ MIST BE SET TO A LEAST 5°P TO AVOID ... '- — I CAONOB45ATM IN THE HEAT EXGHANSER, B HRI I BUILDINGS SPADE THERh1p5TAT WIl1 ENSA6E Z�$7 5TPGE „7 �C`� HEAT A5 N�4RY TO MAINTAIN BUILDING, COWORT. R NOHEYhE11 T6O31A102R S/A SENSINS BLL5 TO BE MOUNTED IN DUCT. MOUNTED IN ROOF TOP UNI15 ON DOM STREAM SIDE CF FEA.TM6 SECTION. CGMBUSTM BLOPIER SECTION SUPPLY AIR TEMPERING SCHEMATIC 2x4 FRAMIN6 SEE G136RAL NOTE #17 SOFFIT DETAIL 64 g� Y 10 DUCT "1 10, DUGT Fl NSUPPLY ABOVE U MAINDUCT AT SOFFIT AREA TO ALLOW FOR. RECESSED CANS RED CAN5 _ EXHAU5T 5GHEDULiE O i MARK SIZE SLPf>I_Y OPENING EJWAWST OPENING ROOF OPBNM6 DUCT AT CURB NFPAA 46 t LOCA- COVES. FABRICATED ALGIXZDIN6 TO ,: FINAL eAAw, tiCOF THE SY5Ti34 SHALL BE PERFORh� AS. GVR_MED IN IN5TRUGTICN SHEET RMISHED, BY HOOD SUPPLIER BY CERTIFIED TEST S BALANCE CO. E )W-U5T HOOD DUCT 5 A 16 GA. BLACK STD YUCANT'5. HELLED � IT •P^'N'T° °'S S�'S. T AR GPEMNSS TO T O 4�AGTORY ALL HOOVES TO CEDE U. G3zmm AAO HOOD-1 48"x84` 10"x24" 309f30' I6'XI5' HOOD-2 32"xl2b" b"xl8' 30'x30' 10'xll" z - �N�>_�TOP "S� �TB.�,>���AIR Te.�„>�TQ� �, �.� .';mcr+.WF. 1110" 1. H15MM. uus - C M&AGiort To VMWr rM ARa#frrr / A \ Wo no 10'0 IT - 1600 � I D I I6"o I � I I l�bfE*t2 A L G i 425 ( ��I LL.L�- 1 I Er-- 116A6 LP I -Ii FOR "G" TYPE/ O D1FFi15EiR5 SEE CE NOTE'. #14 I a � 1 To EF2 HL'LOD 2 I E ' , o_ i_ B II �L 11 =;r\ tl its F A 8"o Mim I � � j V i I� i 'r�iZ�i ry4re� ITT '»'iv .dGr 63"E Sy k " • ..au�.�Gy�'R t Irk R8 0TE SENSOR MOU.NT137 -0N WAL n w i 1 = I W I � W •t i � N W 0 M I HBNUt"S US I HHITE GITY, FL WB•DY'S STOW No. AAON UNITS SEAL ATTENTION ALL BIDDERS PLAN No. (REV151CN #1) REFER TO WENDY'S APPROVED E_200OF13 SUPPLIER LIST (FOUND ON PAGE S-4) TO OBTAIN NATIONAL ACCOUNT No. 51 IFET No. PHONE NUMBERS AND CONTACTS. `_ I IA I r- I 17 ry _ N I I I � UI ZI Um w o H o I U g Q o v 0 m � w LU N O O O } 2 M ICI O�m m A� 1..1 ' z Sao Q O O TY,rL r 5T0RE No. 04 HR C4r4545GL4 BULIMs 5EAL PLAN No. (RLal1510N #I) E-2000FB JOB No 51 T No. 2000-004 I ! B a I r ' F r 6pF I , •I 1i ,11 PROW COUNTER PRL9NIRED FOR RE645TER CUTLET5. CONNECT ' I TO-LNCTION 13OX. ON SIDE WALL Ya ' 1 HVAG CONTRACTOR TO PROVIDE 5MGKE DETECTOR _>• T"i� IN HA-1 REC BY CODE. 3 ;tieF 4 MZr TRICAL COORAGTOR TO PROVIDE POVi3R Fes,,142 ROOFTOP COWEWDOR LINTS. FLBK WIRE5 PROVIDED WITH EWIPNBdT. F 1 . J-BOX AT EIV OF 3' CCNWT s FOR GASH RESISTER SYSTEi,.P m 8� 4,l T COMFGTION AT 24' Af F: �r - AT 24' AJF. �.r 14 s a yp 1 4 C l p 1 V. �-j�'• f i'+ykY rvt ' 1 '04 L TJ ql la � i a.. J�'��1'0'✓1,��.i� / • .. fa54i es..t.1 .._ -1�1 o IT FOR 5Y5TE3 i POVER D15C0NEGT, IWONERED SERVICE OUTLET AND 5T-L<. DETECTOR ARE PART: OF ROOFTOP UNIT IF SUPPLIED BY AN APPROVED HVAG SUPPI-IM ELECTRICIAN ML5T PROVIDE WPM AiL OTIlER MOO i5 (TYK AT ALL. RT LUTE) .l 1, t, i r i�, L• r :tea WB•[7Y'S U5 I WHITE CITY, FL PftvprS STORE No. 2 00-004 BRICIrMASCAA EUL.DN5 ELSiTRIG FRYER5ARANSUOYEN ELmTRjC 6ml 1 Fs SEAL EA// ATTENTION ALL BIDDERS PLAN No. (REV1510N #1) REFER TO WENDY'S APPROVED E_200OF13 SUPPLIER LIST (FOUND ON PAGE S-4) TO OBTAIN NATIONAL ACCOUNT JOB ND, 5tr No. PHONE NUMBERS AND/l-A T1�S. 2OW_004 12 i r i�, L• r :tea WB•[7Y'S U5 I WHITE CITY, FL PftvprS STORE No. 2 00-004 BRICIrMASCAA EUL.DN5 ELSiTRIG FRYER5ARANSUOYEN ELmTRjC 6ml 1 Fs SEAL EA// ATTENTION ALL BIDDERS PLAN No. (REV1510N #1) REFER TO WENDY'S APPROVED E_200OF13 SUPPLIER LIST (FOUND ON PAGE S-4) TO OBTAIN NATIONAL ACCOUNT JOB ND, 5tr No. PHONE NUMBERS AND/l-A T1�S. 2OW_004 12 1719 1 M 1, W11 Ok" RE L1644TIWv FIXTURE 56HEIM-E LL GENERAL NOTE-5 N'11-- LAiI CO[JOR I FINISH WOUNTIN9 S42E FEEVERS 56 STEEL 1) ALL COVER PLATYS TO EE STAII J S-SURFAGE I RJI IC0,101.1ce 4 loq N VARFAI AM cfM3zN_ FUIORESCENT U6~ FIXTURE Al COVER RATES TO BE IVORY IN tQ3mY CATAL46 "AI rl>mj;r= R-REICE55M Root-6 101,1=103,104 4 110 �n DE5CRIPTION SM-15TEM MTV -LD_0 �,l 2) SEE ME!RM FINISH 51PECMICATiONEP ic C—CEILIN6 FOR CEILING TILE. EI-I 24 3 35 0 MMp (CR EI _bK4 LAY -IN 0 R_rl 2' 4- 4' 2 12 12 Y4' FLUORESCENT U60TM FIXTUII 2gr 5 39 Al2 1:0 113 dW LPS ON Nr:+M L16W CIRCUIT 0 UTHOI (OR EMLINJ VIEW I 0 R-6 7 W 12 12 Y4" 5) Er-�Y LV-44T 5Y5113A IS VEE� WITH E3­2 1413 35 111 a 93 = MD w am ZC4 Ca 1 15!4' 2 A MNII OF I FOOTCAII 5-3 41 3 35 O PI LnMONA 29P F 3 52 A.12 Iw ow (CR BAK) 2<4 LAY -IN FLAI o I 2. 2' 4' 4Yj` 2 1:2 12'" (DRYKALL MOUNTED) EXIT L$I FIXTURE 4) I-IOUNT PHOTOELr5rTRlG 51911 (FiX4415HEV) c-I 101 2 3" 1 1 F921I UTM24A (OR MAW 4' STRIP IT 0 5 4' 5' 2 12 12 %4a sEE eccrH 1-1614TIN5 DETAIL ON SHEET FOR L*WIWV CONTROL ON ROORCIONI r 2 52 129 RD MANI L16W FIXIIIIII TO FAN CONTROL WIRE F-I 13 1 CW/W TROY RLC_1055 FACTORY SHADE 0 C 2 12 12 maw oI AFr. uNI NI RECE51EW LIII FIXTURE 5) IF SUPER UI 15 NOT MED, SERIES 11 FASCIA LIC+rrIW5 IS REWRED CONTACT OVI FOR to EIUWW� L*W FIXTURE ACVITCNAL INFORI-IIATION. F-I 5 1 0 lCOAWIf LITHONIA LP&/I (OR EMPL) MaEsew C.M R-C 2 12 12 Y4" -0 TRACK LkSFITIN& O HOOD 1_1614T (PART Or HOOD) 26A ORVAT NAEER EX-1 3 LM Ffa!9czll`m Pei No EXIT LIC44T 0 C. 2 12 12 KMAI PACK (LAIIII FURNISHED LED UNCHI LOH 94 3R 120/1 B_ I FIXTURE 51n-I EM- 1 4 WITH rLXTURE5) PlIMCCILME 04="I El-IIERI FLOODS 0 R 5 24 4 2 12. 12 A/eATTERY PACK. aA2 SA SLIPPLY AIR VMS' :R RA RETURN AIR D*TU55ElZ. K-2 I STIONCO 5LA--70-"->Q- FLAG POLE Lh9HT 13111 — MJA MAKE IF AIR DIMMER K-3 3 1 1-75 0 I-15-k4i 5TCNCO 5LA-1-75-1`44-NI LW*(M 0 ROOF 2 112 12 PHOI CONTROLLED K-4 121 1 50 0 W-IF5 SPA&tDIN9 DC-142 55Fr� PI 0 w 2 12 12 514" SMLE POLE IIIIALL SI TROY RLC­­ I42-SFG EKIMM UI AT EI"�Y FLOM 1_1614T T-1 1 '15 0 VER_,:�A 614ML5 TV503 TRACK 1-16W 0 2 42 12 SEE PLAN FOR LENI OF TRACK 4 W OF FEA05 G) GEILMS SFEAKER sloaDm PI w LITH24A TM-115W KAI Homirm &TERIOR Lk*" I lol I HIM 2 12f 12f KI EYE CONTROL ALL FDM.RE5 TO BE SUPPLIED BY ELECTRICAL CONTRACTOR EM N-11I 5­6 FOR APPPjgvW SUPPLIE325 UNCER DIVISION 13. ELECTRICAL CONTRACTOR TO VERIFY COLOR SCkEII-E EEFORE PLACING ORCER. SEE FINISH SC+lEM.E FOR COLOR % :It Y. It t �Itllll, 7, < ­04It T' ji Itt -j, , , III t. cp TERM. I&Z'I x I:,,_ t MotlINTED ON K-4 t OF T OF <-4 z _1to SA ti 'ell E34 ell K-4 cl Fl t ---------- I r 17 N 7/1 1 1 c1l K-4 IIIIOUNTEP ON ---- r* N KI TOP 0 xr 7 llw III X5A X5A TO Op 2 7T, 15/2 3Z-33, 34 AS NEEVED SITE ROLE LII GUANITY AND LOCATION MAY 1__� CONDUIT VARY A66OR[AN9 TO SPECIFIC er ti 00 u. RTC SIGN 111 -41 1 MEW 4II 5-1 I t lot SA \44 TO CP k t eUILDINs, SIGN E-1 To CIP TERM-22-.0 STREET Pn F T Cop 'tt TERM. 20 SITE POLE LIC� GUMUY A?,V JMLAY 17 TO VARY ACC,I,A CDIRECTIONAL 54TE 111 51 511 4f; , I�W �19t� "k A, 1-tfl11 PI US I k*41TE CITY, FL HIVIII`5 STORE No. BRICK/FASCIA BUILDINS 015TRIBUTION PALL III FE$7E2: 2 SETS OF (4-0500W-M-TtW-IN 3Y2" G) W551145: WO A7 5 120/205 VOLT-3PH-4 WRE W/GRp1ND BAR O'VERGUR ZB4T F ROTE'GTIGN FEEDBR5 SaWIC.E eru n Up7j F- fi y�Iyy 150 3 4 1/0 6 2" 2 PANS:° '"` 150 3 4 1/0 6 2" 3 C.GbKCarrM PANS 200 3 4 3/0 2 2Y2' 4 PAI W 400 3 4 500 1/0 36" 5 RT- I 125 3 4 1 6 2" 6 RT-2 125 3 4 1 r 6 t 2" FAN AND LIGHTING CONTROL (CP) SUPPLY&OAD CONNECTIONS GIRCW C0N1155CTION MWTION I FROM 26B,?BB,30B 6RILL EX+1A5T MOTOR STARTER 3 4 &RILL DOHAU5T FAN 5 1 FROM 32B,34B,36B y� -1 FRYER E44AI MOTOR SPARTE3R 6 4 to FRYER EXHAL15T FAH 13 FROM 14C, z GIRGUIT5 5WITCHE30 WTH HOODS CONTACTOR 14 FRY LINE REC.EPfACAyS rj 15 FROM 21C 2: 16 HOOD LIGHTS I-1 OUTSIDE I-M BOAF05 GUT51DE ?,° BOARDS CONTACTOR 18 EXIERICR K-4 RXTIIRE5 EiU1LDM6 LIGHTS CONTACTOR 14 BUILDIft 516N 2O I71RfLTIONA151GP1 '..W SPARE. . 22 5TRM7 FbIF 56N BUILDING LI6HT5 GCA•TTACTOR '. 23 STREET POLE 516N 24 SPARE 25 SPARE 26 51TE LIGHTS SITE LI6HT5 CONTACTOR '.. 21 28 51TE L16HT5 29 30 SITE LIGHTS 577E 1-16HTS CONTACTOR I 3344 517E L.16H6 SITE LIGHTS CONTACTOR JJ 36 5P ARE 31 , SPARE 35 FROM 23G 40 NOT USM 4i Nor V5EV 42 NOT 115E THERMOSTATS AND LOW VOLTAGE HVAC CONTROL CONNECTIONS ELECTRIC PANEL "A" 225 A•°P, 42 GIRWIT MAN LU65-120/2-TB VOLT-310H, 4 WIRE ITEM KW BIZICR GIRGUIT BWGR KW ITEM OFFICE GG4PUTi32 I.5 20/I" I 2 20/I .6 K-4 III an510E RECEPTACA15 1.5 20/1. 3 4 20/1 1.5 BALO 6 SIGN SPARE 20/1 5 6 20/1 .8 VIREGGTIOWIL 5K"5 5HLNT TRIP GONITROL PI .1 20/I 1 8 20/1 SPARE TO EULDINS L154T CGRITACTOR DWI/- KIII $ 20/I 9 10 27/I 1.5 STREET RILE SIGN SPARE FOR CUTSlVE MBU BOARD 1.2 20/1 II 12 20/1 1.5 STREET POLE SKN KITCHEN LIC4HTS .6 20/I 13 14 20/1 SPARE TO BULDINS LIGHT CONTACTOR BI GL�tTS .1 20/1 15 16 20/1 EIULDRI SPARE � T KITCHEN L kI .1 W/I 11 18 30/1 1.2 OUMM MENU BOARDS OaNf15! t PNIHS R(X,M LISH1r .4 �J/I 19 20 9p/2�+ 2$ 51TE LK�rtS DW45 ROOM LKHT5 .5 20/1 21 22 PER)ENT LIMITS $ 2O/I a 24 30/2- 2$ SITE usH S OHM ROOM Lr-H 5 .5 20/1 25 26 KITCII 1.5 20/1 21 28 50/2"+ 2$ SITE USHTS riTCkBI RSC�iAG.PS 1.5 20/1 24 30. VINN{i RM)H RIY.�TACLS 1.5 20/1 51 32 30/2" 2.8 SITE LIGHT'S MEd) BOARD .4 20/1 33 34 �'E R5CZF TALL.E5 1.5 20/1 35 36 30i2'"' 28 SITE LKHTS BACK DOOR t SBI LICiNT5 .6 20/1 31 36 FiXTLRE5/E4 LIFiHT5 .5 2O/I 39 40.. 2O/I SPARE TO SITE LISHi' CONTACTOR PI TO FAN ,TION .5 2O/I 41 42 20/1 SPAS TO SITE III CONJACTOR * RC.UTE THW) R7CER C40NDITIONR45 J-SOX ABOVE DISTRIBUTION PAI 1TIEN TO Al 0A61-1 RE645TER AO OFFICE GGh3=UTi32 CIRC )IT5 "THESE BREAKER i ARE RATED FOR L6E HITH HID 1-161-ITING kT s p wn 1, t ):JCfBZIOR m,� I VIA L ,i {fir t I P0W3R CCWANY NEfER i4 d :• " .' „ 1' 1/2 ' CONDUIT 'BT' E.G.: 1 vp G/T 551)FmNr CADwr 0) Sff5 OF 4 >►-A W-M TM IN 3 CONDUIT EACH. SET UNGERGRA)P® TO ROPER CO. PAD M'V. XFMR. NERIFY EXACT 4aGAkcN IN FIRD) I °11 ( I PRB4IRe;k ,AT F , r r 3k I ECTRIC PANEL "BI' 225 ANP, 4 CIRCUIT MAN LUE5-120/2C.$ VOLT-3PH, 4 WIRE ITEM KW BRKR GIRGUIT BRKR KW ITE3°1 COFFEE MACHINE 3.5 20/2 1 2 30/3 3.4 ICE IN,I 3 4 SPARE 20/1 5 1 6 FROSTY MACOM 5$ 30/5 1 8 W13 20 KLK-6N CCOLER 9 10 11 12 FROSTY K16HIW 5.5 30/3 13 14 20/3 20 HAI FRI 15 I6 11 18 SALAD FOFRiSERATOR .1 20/1 14 20 20/3 1.5 BLN fI C+iu WA' /REFRKO;tATOR o 2O/1 21 22 DRIVE THRL1 C40UNTER AREPRWARATOR IA ZY1 23 24 BUN FR®t Liew .5 30/1 25 26 1" 25 6RNLL DWIVST MOTOR STARTER VIA TSNMRW 5 1,2,3 IC.S BOX LISHTS .4 "1 21 28 Pity OU•P a REP Wr-eRATOR 30/i FRY LIIE -IN PI .6 2O/1 1" 1.5 FRYER B04AZT MOTOR STARTER VIA TY�L57,6A HIND DRYER 2.3 20/I T-3WI334 HAND DRYER 23 2O/1 SPARE 20/I 31 36 20/2 1.5 PCV'E2 SOAK 51W CARBCNATE2 .1 40 SPARE 2D/I 1 41 1 42 t 20/I 1 1 SPARE GEIsERAL NOTE-5 1) ALL GIRCi)IT BRF.AKLi25 5HALL BE BOLT -ON ONLY 2) ALL EILE6045 SHALL BE COPPER ONLY 3) PHN35 'A", "B", AND 'I SHALL E'.E GIRC!)IT P A5 5HOW 4) TH�TATS TO 13` PROVIDE37 WITH FAN CGNTROV'A' PI ALONS WITH R8'IME SENSORS BY 6.PLTRtGAL CGNT'RACTOR.. 5) ALL PfNE15 TO Ems' RECE£$) 6) D(HAYT FADS COME CN WiBd A 5LL 5Y5TE3-'I Acn\1I TO I-T COL£ REWIRE-F3d75 T) ALL ELECTRICAL WIRING SHALL VE RLN IN COZY AT ABOVE CEILIW5 M-E55 5PMIFICALLY PROHIBITED BY BUILDING DEPAR"W OR APPROVW BY I'VVY'5 G0P6TRLGTIGN MPNP:GER. 6) DI5'TRU2UfION SYSTEM RAPE) ■ 615,GW Air, (4r3/O TM 4I12 6RD. IN 2Y2' Cq 4: ... 4C ML. 800A ML O s 400A-3P' 15CA-3P ^� PAS 'I PA"5 20OA-3P" 150A-3 225A M.L. CaKCBJTR PP,hg "B' 125A-3P• 125A-3P' RT-I RT-2 .PAPS C. 120/2L19V,3P,4W ''':. MAINy 'DP' �DIST.PAB �Y V ' •• loan =1 M Oman;, an, 0 mm®® mail®m W���® ®o MwEnnsim x, A F p�y4 3 I r'PA ,y b ^.a'db @ s AM W NOTE IIE 51a1,HT-TRIP BREAKER CONTRI BY AN5LL SY5TE3.1. 5HUTDOM OF POVEIR ON LOAD 51DE OF BREjN<BZ PI 'B° `SHALL RJR ON ACTUATION OF FIRE 5Ur'PRE5ICN 5Y5TBA OR UPON 120/28V,3P,4W t- t TTARY CONTACT OF ELECTRICAL (R15CES6150) :SHUT DOM SWITCH "EH' PART OF C6YJKC81T9R EGUIPNB°IT O n I I , ; tv Z ■ U M W o I ui POWER R15ER U Q J 0 M L u-j N Qc) o W W � W M ® x � � v W W w � _ v V Li ATTENTION ALL BIDDERS W W 2, REFER TO WENDY'S APPROVED L5I SUPPLIER LIST (FOUND ON PAGE W+rTE C.ITY,R- S-4) TO OBTAIN NATONAL ACCOUNT PHONE NUMBERS AND CONTACTORE No. S. � �T J\N1lvN✓N✓!MM/V BRK.K/FAEC4A EUIDIN5 ':.. EiFCTRIG HEAT Eir:rTRIG /OYIN B5GTRIG 6RILLE5 SEAL PLAN NO. (REVISION #I) E-2000F13 .NOB No. %IMT No. 14 J l V a v„ hf� £ N • �'a '� �°A4[N o� O o w ` n st s rt I 1 1 1 1 u 1 1 1 1 m■ - �■■■■mmma■®a■o 0 ozo�■ _ �0NONE ®■®■■®mmo■mo■m®ME o ® NEE -■ ■■■■■ ■■■■■■■■■Oz©zONE NEE M■ ■■■■■■■■■■■■■■■® ■■ ■■■■■■■■■■■■■■■— -■ ■■■■■■■■■.■■■■■— III , Sm SITE PLAN 7 . i I FOR COWIWATWN I I. CO. Co.o 4" . z r I I 0 �(1XAAn Ml B " I I F1LTB3'"' SYSTf3•I FFiDVILtD BY OWE'R h ' AND INSTALLED BY PLUMBING R CONfRacTO. �_I � 9 I O 4 ,. v t ,. VBRIFI' 117C.ATION AND PSTALLATION WITH MAINIT3JN4GE IT3.FI. s 9-1 I 110 14" CW D L n 4 II. FD- I l Co. I A-2 B-2 FD-I 4 ATTENTION ALL BIDDERS rr 4 sy REFER TO WENDY'S APPROVED ° 3 I SUPPLIER LIST (FOUND ON PAGE 0 I ,L.;:',I. ` •' S 0 OB 0 L ACCOU -4) T OBTAIN NATIONAL � � ,�_`., I ,' GD- W ;.•R UNION GATE jj Cehd.µye. T02 1" B2 ` h" B-1 UT07 �a 77 5 Toi ! /1 r d fV �/ POI 40 nS` � ETIO 1 IV A�� Pot t IIc 4' } WATER 5UPPLY 150NETRIG f NO SCALE z -I I £ 'S pk uy q &w'#• uj O t , I I _ Lm 110— TBWERE D WATER —Q PIPING RISE U-1 N LIME 0 SAN — SANITARY WASTE G — 605 LINE PIPING DROP G: LINE —CH— CbLD WATER LIFE — — VEW LINE VALVE WJ (� N — HW— HOT WATER LINE VTR. VENT THRU ROOF '—i WH WALL HYDRANT O a 5 ® x N T PLAN NOTE-5 a OI HKTRICAL WATER HEATER 80 &ALLGN STORAGE, 12 KW INPUT, 49 GALL -ON RE4:C7vERY AT W IQi RISE DISCHARGE T4P RELIEF VALVE TO FLOOR DRAIN. PROVIDE VALVE AND LNION �• ON INLET AND OUTLET. O 6" SCH®ULE 40 PVC, BeARA6E CONDUIT BELCH SLAB, STUB 6"AFF. AT EACH Bm WITH WATER TIGHT SEALS AT ALL OPENIN65. SLOPE DOWN Ya" PER FOOT TOWARDr DRINK IN3 DISFE119FRAroINIS ONLY LONG RADILS EL501,-6 FOR 04A,16E5 IN DIRECTIONS. BEYBRPGE (b, q CONDl11T TO OF ALL FOREIGN MATERIAL, SEALED AND FRE— U TESTED PRIOR TO INSTALLATION OF AND BEFORE SYRUP LINES ARE ACTIVATED. a + O FREEZE-PRQOF WALL_ HYDRANT-HOODFOfRD MODE_ (55 OR 52)AL. ® �. MOMT IH" ABOVE FIN15HE D GRADE. . _ 1 O4 NOT AF FL.16ABLE ui W ` m p: NOT APPLICABLE DBFraD O7 I Y2' HATER, METER AT R-ooR. — O LEONARD 21OF THERMOSTAT MfXING VALVE (5ET FOR 1(0" F. DEL \/E RY TO SINKS) Y'BJDY'S US I BEHIND 12"x 12" PRIMED htTPL PAN$,. W/GYLINIDBR LOCK Alm 2 KEYS. WHITE CITY, FL \/Brr RISER FROM LMERFLOOP PIPNG. REFER TO STACK DIAGRAM FOR CO•ITIN)ATION 1,4547Y'S STOIC No. - ® 3° INTERG6'TGR VENT MENR&1/1R� BY LOCAL CODE.2900-004 II VERIFY 10' CLEARANK.E FROM VIEW TO ANY AIR INTA<E5. ERICK/FAC)CAA BULDIN6 i© PRECAST KITC41EN WASTE INTER EPTOR. SEE DETAIL TH15 SHEET, 19 EAT EX EN0 IY," WATER LINES TO MAIN. FIELD VERIFY EXACT LCGATION WITH ! �6GTR1G B 076 EL TRX LOCAL WATER COMPANY. SEAL Y4 AL WATER SUPPLY LINES, VENT STACK LINES, SANITARY LINES, , AOTHER .EXPOSED PLLJt,V 5 LINES SHALL BE C(NT'LETB.Y SEALED AT ALL WALL PRETRATION5, THEN COVERED WITH A CHROI E E5CVT0HECN WITH THE ESCOTCHEON PLATE BEING SEALED A5 HELL SILICONE 5EALENT TO BE EITHER DON CORNli #-02 OR #106 15 NOT APPLICABLE 16 EXTT3m SANITARY LINE TO MAIN. FED VERIFY EXACT LOCATION WITH LC CA- UTILITY CCWANY. n PLL)MER TO ASSB-IBI.E AND INSTALL PRERM5E SPRAY A55B-IBLY AND C iEMICAL BLEND STATION (I1B•6 PROVIDED 57' ESUIPNBJT SUFPLM 18 MOP SINK AREA HAS 2 FALCET5 MOUNTED DIREGT'LY ABODE EACH OTHER PL! No. (RV O 36" AND 54" AFF E-2000FB 19 RIMBER TO MAKE ALL FINAL CC14EGTIONS TO r6opt,,EW .LOB No. 51 T No. LEG-WROPMENT 5CHEDULE III ME= IOEM TIME �F i 6ENERAL NOTE-5 HOD i �TO z ..y I. T'H15 INSTALLATION SHALL COPFORM IW MTH R4 THE "MUL" 15R-102 MTAUATIGN AP17 SET EF� 'm:'un1 MAID %Ti t M R@1OfE RILL 5TATIGN LCXATW AT POW OF 65RESS •• FELD VERIFY LOCATION 24" 9fi' 24' +", :^, 5. ALL PIPM6 TO E7E %" ELAGC IRON, EM105EV RRP45 TO BE C.HGNE 5LEBMW H114 5TAIM.E% 5TEB- FITTME5 _ •" '2 o^ WE't~ICAL 8445 VALVE_ FURNISHED TO F'LUMM BY H(XV SYSMi 4 EUPPLIBt 'a 7T" 18" IS" IT" 1'Pf 11" 17' • .' MELH KAI- GAS VALVE MSTAUM BY PLLt4!M AND _ _ _ _ _ v, HOOD 5Y5TB-1 ME5TALLM AOTNATE5 FMAL CCRTION F1RE WC%D 2 IF kXE. USE 5040" RJ5E LINKS OVER ; i _ V -2% r Coo 5HT. 15 t t2_l0, a M •' .. T .. 1f { 1 f L........ �.. Tilt 10. Y?: iYl� 'I�uRh s°�..y .4V1. • �. IixTi { .+T .%r. +. t 64 PI(O CONDUIT s SIM M9 E 2 ON SHT I5 " i a ` ' J a. f✓t " GOLD WATER TD ` WALL HYL)RANT T1i19 Ah ''`� E IN �Il �II '1° hAk �r dif. - BY 15TALLW BY ".),. O 66 E5 0 (56 15 R& 'U5 A)IMIN5TEW 092b2-0I MARD16RA5 11 do• (STANDARD) CARPET "MASUAMW7' >t8391 TEAL FAN (ALTERNATE) • • - PAD/TRANSMCN STRIP HARTEX fig" CCNTRACT CUSHICN WAN-136 -TACK" i TRAW54TIONAL STRIP W BROWN VINYL WERT • ' ,v.1 416 ROOM - FEW FT-1 'CP4056VILLE" VxLY CRO%TREAD WPO CT5-8UR6k*VY pfT CC)RATIVE FLOOR TAN: SMOKE Wb'x8" CONE EASE 4 MAfEVDAL-Q)ALITY " GRAY/ • • LATICRETE 1542 PLATIN)M GROUT ROOM — AGCB4T FT-3 "CRO%VILLE" &'xV CR055TREAD 11A615 CT5 STONI%t :C . :L71NNG ' DECORATIVE FLOOR TIE W/ HAPEUDAL Ci1ALITY " GRAY/ LATICRETE • • 1542 PLANH" 6RCUT DW46 ROOM - ACCENT FT-4 OCA055VILLE" erx& CA055TREAD dA634 CT5 TERRA DECORATIVE FLOOR TLE R05ATA w/ MAPEVDAL - C LIAL.ITY " GRAY/ • • LATICRETE 1542 FLATHJM 6ROVT KITCHEN FLOOR TILE FT-2 "DAL-TLE' WW SURETREAD-RED w/eW COVE BASE E MAPEVDAL-CUALITY " GRAYMTICRETE 8542 PLATMJM GROUT • • KffCH04 FLOOR TILE FT-2 'CROSSV LLE' EC.O-CYCLE CROSOTREAD b"W GRAY (ALT6iNATF) W/ bm), COVE BASE MAPAVDAL G8)ALITY " GRAY/ • • ' LATGRETE 1542 PLATIWM GROUT .. - e R146L'-D BY sx� 16TAUID BY O GC I t5 O I GG I E5 " •.'--RAMIC, WAIN- TILE C-I/C-3 "DAL-TLE' DAL -MATTE GLAZED WALL TILE WO-135 ALYIOW KITCHEWRESTROOf-S 4V4"x4Y4" WALL TILE w/MAPE1/DAL-a)ALIrr •O ➢WITE/ • • LATICRETE 4544 MIGHT WHITF 6Ran CERAMIC WALL TILE C-I/C-3 %6 CERAMICS" MATTE 61AZE WAL TILE a U2 5 MOONSTONE KITC►6N/RESTR0Oh5 4Y4"x4!/4" WALL TILE w/ MAFEI/DAL-at&LITY 90 WHITE/ • • (ALTERNATE) LATICRETE #544 BRIGHT WIRE GROUT CEZAMfC WALL TLE 6-4 'DAL -TILE' I0-51 GRAPE 4%"x4%' WALL TILE w/ MAPEI KITC44EN/RE5TRCYOM ACCENTS /DAL-d1ALITY 'O WHITEMTK.RETE 0544 BRIGHT • • WHITE GROUT CERAMIC WALL TILE C-4 "U3 CERAMICS, FLAIR SERIES, on36 81)R6UDY, 4Y4"x4Y4' KITC TENOR -5TROC)M ACCBNT5 WALL TIE W MAFEI /DAL-GLIALITY to WHITE/LATK.RETE • • (ALTERNATE) •544 ERZ*HT WHITE CAZ= NOWTILE WALL FINISH 4'-O"xq-0' IVORY "FRP" w/J-MOLVING 4 GORIER TRIM (FOOD PREP AREA) TO MATCH (MARLNE OR KAL-WALL) • • YALJLOVERING WC-Bl 'BOLTA' VAN FLECK BOIOR56A 54" WIDE (THYBONY WC) • • (BAGGGROU'D ZONE) PAINTED WALL FINISH SP-i 'AQUA FLECK' CUSTOM 0I8336C (HEAVY DENStTY CYOVERA60 (ALTERNATE BACKGROL*D) BASE COAT A 325 SQ. FT. PER 6ATLLON; FINISH COAT O 200 • • 5(:L FT. / GAL. (CONTRACT WALLCOVERI4G) WALLCOVERING W-G ARBOR a 16015A • CHAIR RAIL b�" H x 15 YD5 PER BOLT (SINGER KAUCOVERING) PANELNG 'MARUTE' 3141 WHITTLER ANIC6E PE51GN (E6'x*>d/4")PLAWS HIGH W"PACT ZONE W/ J MOLDING 4 CORNER TRIM TO MATCH ♦ • PHENOLIC PA'8ING %- PHI4 &C; PANEL WL50NART IWAIO152 PLANKED FEECH (ALTERNATE) W/ TRIM PACKAGE (FINISH 5-I) j • • DETAILS AVAILABLE WON REQUEST a BY NsrAuM BY I-+ED M � � •� - O CC E5 O CC E5 FRONT C4UJTE3; CORIAN TOP (56-1) w/ DROP sore IN PL-3 BASE IN FL -I, OAK TRIM IN 5-1 • • �'W.ASH UNITS CORIAN TOP (56-1) w/ ACCENT IN PL-3 AND BASE IN PL-i C.7'IDItlIEW STAND CORIAN TOP (55-1) w/ DROP EDGE IN FL-3 BASE IN PL-1, OAK TRIM IN 5-1 • • "01LET PARTITIONS 'MARUTE- MCP LAMINATE FINISH OW AIJ`1 *v VANITY TOPS CORIA I VANITY w/ INTEGRAL BOVA- AND MATCHING 5PlA5H GUARDS. COLOR - BONE • • POOR5 'MARLITE" WL DOORS . • • OVTSIDE FAGS IN PL.-4, INSIDE FACE IN FL-2 RAIL WROUGHT IRON PAR COATED FINISH -PRISMATIC POYVER5 ,ARPENTI'E " (SONIC GOLD METALLIC, - "2144) • • l I �`.._ w/ 2'x4' OAK RAIL w/ EASED FEES "DINING ROOM h woI4 505, TCR SOLAR SHALE 00-1 tlE 4ZOOM SAW • • E3LWHD5 SHEER VEAVL FABRIC IALK PLANS HANGING PLANTS AM BUILT -IN PLANTERS PER FLANS • • "NAL.L DECOR ARBOR DECOR PACKAbE W/ BRONZE METAL FRAMES mo R00W BY 15TAif9 DY IC T O GC ES . O CL B ELI4G �,. v°.,..a.,ORATIVE LK�k4i::7A44riag MK)UNI'ED METAL PE:MDANT,FAGTORY SHADE FIXTURE 6REE N FINISH 4 G30/bow LAMP. (TROY) E"ERAL LIGHT x4' FLVORESCE4T RECB55ED FIXTURE w/ (3) 32Y4 T-e> LAMPS ITCkl" I 35K w/ CLEAR PRISMATIC LEN50405 .L OR LITHONIA) Fp,AL. LIGHT B.-2 2'x4' FLUORESCENT REGE55W FDCTURE w/ 0) 52W T-6 LAM25 IFAN�Wa R00tV 35K W 3% lb CAI. PARABCdC, LOUVER-59415PEICULAR • • FINSH. (N)BBB-L OR UTHONIA) t..- C-£AERAL LIGHT 13-3 2'x4' R.UORE5C84T FLANGED FURORE w/ (3) 32M T-5 LAMPS .. (RE5TROOM5) 35K w/ CLEAR PRISMATIC U3,6 FOR DRYWALL CELNG • • (HUBBELL OR LITHONA) ASCENT L16HTIN5 F-1 CAN kATH CA-A-5 FRESTEL LENS AM Alq/100 - WATT INCAN E5CBNT LAMP fHB5ELL OR LITHOHIN • • ff'RACK LIGHTING T-I 'PRESCOLTTE' VERSA GIMBALS. OW505 M TRACK PIXTERES w/ PAR 30 Lpo IpS, AND MATCOWN WHITE TRACK ♦ • 3 ' p I CELING TILE CT -I "CELOTEX" N)TEX W TX154-FB MANILLA 24'x24" REVEAL (DIMWHG ROOM) EDGE, FOIL BACKED CEILING TLE W MATCHING GRID SYSTEM, COLOR TO MATCH TILE _ CEILING TILE CT-2 'CEWT'EX" VINYL FACE GYFSUM CEILING PANELS WVT5&q'7 (KITC-I-m WHITE 24'x48" W/ MATCHING GRID SYSTI3M OR 'UW 832-10-MITE W VX" GRID 5Y5TDAGRID COLOR TO MATCH CELING TLE5 DRYWALL I SMOOTH PAINTED DRYNAILL / FINISH P-3 (RESTR) . . R I TABLES 20'x24" 'SWA.N' TABLE TOPS WT-2024 ONE PIECE SOLID G?AtFACE (STANDARD) COLOR= TAHITI 5AND TABLES 24'x42' 'SWAN' TABLE TOPS WT-2442 ONE PIECE SOLID SURFACE (STANDARD GUAD COLOR. TAHITI SAND BOOTH ONLY) - FREUSTANDING TABLE BASS FALCON 9203-22 (2,Yx24" TOP5)- BROM BOXY FALCON 8204-2230 (24"x42" TOPS). BRom EPDXY CANTILEAWED TABLE BA5E5 PREEFIN19HID KAU MOUNTED, 6AANITIIEVERED (OVAD BOOTH) TABLE t r,,HARS SHELBY WILLW15 IW'(-q7 MWY400P SIDE C+WR IN NATURAL FRAME UPHOLSTER UP-1 rYJc7s'H 5EATIN69 AV15 FURMII'MZE COMPANY VINYL UPHOLSTERED BOOTH WITH REMOVABLE SEAT AAD BACK OF 4' HK9H DENSITY CO I-> AAL FOAM. FRAME FINISHED IN FL -I, OAK TRIM FINISHED IN 5-1 BOOTH BASE IN FL-5 Afv UPHOLSTER IN OF-1.. LFHOL.5TERY LiF-i "NAWAHYDE" tSrMDARD) Lro 1426 GROTTO LIPHO-STERY UP-1 'SPRADLING" , (ALTERNATE) *564 GROTTO ! k 44 ld wrz. PANT COLOR' P-3 "E.emip 14 N� (DRYWALL CEILING) FR59AL AOJA. VELVET WHITE (31g01) PRIME W201 LATEX SEAL ,+r �'. ITWO v' Tl A. N COLORS 5-1 - STAIN: (OAK TRIM) 'MIMLNAX' *;?CPI, NATURAL COATS FGLYURETHAME. 'MIMNAX' FAST DRYING POLY SATIN FINISH - TWO COATS SOLID 5tm;?FACE5 55-1 CORIAN - BONE (W THICK) (CONMRTOP - STANDARD) LAMINATE FL-i "WIL.SONART" W4665-60 TAWNY LEGACY (CCWTER BASE) LAMINATE PL-2 "nL50HARr II531-60 L16HT BEIGE (OOOR5/INS VE FAZE) LAMINATE PL-3 "FORMICA" 4W42 NILE (CC/RNTER ACCENT) . LAMINATE FL-4 "WIL50NART' V43-6 DOESKIN (DOORS/010510E FACE) LAMINATE M-5 'PIONTV 15T(a3'T CHOCOLATE 51£UE 1 z; E5 O 6O E5 0 &1 � 4 - d 4 p } LJ--LJW r 0 C4,1 E5 O (4 E' F, 1 1 1 ! _ C • N -t. I H r, • tl6 i I mail ! TeA z�ccne. �s - 'n - s".ti aeeu.�n.ma�u casm+� •. .... ��a t.+z.zr�crcnn+�x€cazwxuE+�ee^ecaa+r«�sr.>ro��.ari.�v'�wshr... .".�s.F rwrn�c�r«.. =se:+.n.arx. RAN &W BY 15TP m BY O CL IS O GG Es, .°W ... BRICIG.�.-.tl,•p ",.. 4' BRICK VH,VER BY (RAJ- CLAY.-.. (STANDARD) HE LLINGTGN BLED MXIAAR (3V x 2W x V) • • BRICK 4' BRICK VENEER BY GLEN 65ZY ALTERNATE) ROr. DgOOD HOIALAR OV x 2%" x T%7 • • ' 5P1-IT-FACED ELCCK MOMAAR 4 WxW SPIT FACE SLO`.K (BIFP) BY OBERFIELD5 SINGLE SCORE/ALTERNATE SOLID w/o 5WAZ SCORE • • 'sXTERIOR TILE / RED TEX-I '5LMMITVILLE' MOROO'N7ATE5 M-86 C'AERRY ti'x8' FROST ,9 RE9BTANT W/ MAPEI" GRAY GROUP '. EXTERIOR TILE / RED TEX-I TEX-1-BUCHTAL" FROSTPROOF v>v 1145 IMBF.-E CARMINE (ALTERNATE)RED WITH MAPEI" CaRAY 6RLVT • • a' F-ASOA WBDY5 SERIES U FASGA - SHINY COFFER (STANDARD) (NATIONAL 51Cv4 OR VA WORM) • • FASCIA WBDYS SFRES IIFA6CIA - BEIGE (ALTERNATE) (NATIONAL 51694 OR VACUFORM) • • T PANTED EXTERIOR TRIM PEX-I RED "BEILIAMM MOORS, W30q-2O BRILLIANT RED FEX- I RED (1) COAT MOORWOOD EXTERIOR PRIMER (044) w/ (2) COATS • • z W41ERVEX ENAMEL 00q-20) PAINTED F-X[ER.IOR TRAM FDC--2 EEIGE INN W'IH MYOORF 0.30E-10T4 (1) COAT H00WOOD PEX-2 BEIGE EXTERIOR PRIMER (044) W (2) COATS IMPERVEX ENAMEL (W44014) • • ks a PALMED EXTERIOR TR14/RASNIN6 PEK-3 Lffi' 13ROIWOE '13B1Wiw HOope 116E-62 PEX-3 VEEP BFONZEfONE k' (I)COATHD EXTERIOR PRMER (CW4)w!(2)lOATS • • e- IR04UAD RETARDO (163-62) PPE-BC*EEF[D EXTBaOR EXTRLLED OR A66EMEILED AL"L.M TRM, FACTORY FWISIW f)'J TRIM IN PEX-I, PEX-2, PEX-3 (NATIONAL 5164 OR VAOFORM) • • REAR DOOR PBX-3 i."!EP 5RCNZETOW "BE34JAMN MOORS' 116E-62 PEX-3 • • 4 DCYOePOUT PEX-3 DEEP NONE 'BBLLA-W HOOW IIW-62 ' FEX-3 • ° • WROUGHT IRON RALING FW41-#W RAIL TO BE PPCER COATED SAFETY RED I RAL 3020 (EXTERIOR) MMM N'BD� OR SaAAL.) • I • = STOREFFZCW FINISH ANODIZED ALUMNI 'KAY*' 126-L16HT BRONZE, "TUBELIGHT" @ 1 A W4K-CI*WA6NE, V15TAW4LL "-CWWACW,U5 AU" H • • s III-CFEFs1'P11'E WALK-IN COOLER "WNERNATIONAL COLD STORACe - 5P[CTRt1M BR.OrJF1 WOOD PENCE 4 PEx-4 'E lEM AMWI WOW SOLID C.GLOP LATFX ACRYLIC STAIN .. TRASH ENCA05- DOOR5 108E-66 CHARLE5TOH BRA" • • ` FEX-4 , �x x ", ,"i 1€4,. 1'�": �r' ii, ry ."v x; •',. .,w:. " a?, *'-k x, $�'..� .�. wamm �..eeye�, `*e' t.. y u.. �`cns'yF`.",. ``.n s., ;r, d � .... ¢ .1 �!C �. .. P"a >_.. ,7: r, r b 1 QQ'. �l Y.' ;+'" k - `ki, F- a" x'v°, {v-x y 's: .f & . d +. "+w! 7 ,�l, `` a +T f c �. _ s 4,x Ron 11111�11-E W t .. k� rt � a u � s> 'ab "'� $" e � ' 400-r4.'.ryvly��tJ El INTER. "I1' H, �x f3 -� : 3 8'( --a M5TALI.Ell 3Y' _ ,F..• _ 0 6C fs 0 GC E5 . CARPET ^05 AXMIN15T13R" MARDI 6RA5 II s (5TANDARD) • • CARPET 'Mk%,A ' 483gll TEAL FAN (ALTERNATE) • • t PAD/TRA4-15ITION STRIP HARTFX %, CONTRACT CUSHION w/Iq^1-I36 'TACK" TRANSITIONAL STRIP W/5R4W4 VINYL I45EFZT • • DNNG ROOM - FIELD FT -I 'CROSSVLLE' 8'XW CR056TREAD 4A-IgO CT5 - BURGUNDY DECORATIVE FLOOR TAPE SMOKE vWx8• COVE BASE 4 MAPE/DAL-OIUN_ITY 4Qq GRAY) LATICIRETE 4542 PLATINUM GROUT i DNNG ROOM - ACCENT FT-3 'CROSSMLLE' 8'x8' CRO%TRFAD 4A615 GT5 STCMEHEME pp DECORATIVE FLOOR TILE W/ M1APEVIDAL WALITY " GRAY/ LATIC,REiE • E • 4542 PLATINUM GROUT PM45 ROOM - ACCENT PT-4 'CRO%VIJE' 8'x8" CRO5STREAP 4A634 GT5 TERRA DECORATIVE FLOOR TILL: RCSATA w/ 4 MIAPB/DAL-GlIPLITY 40q GRAY/ • O LATICRETE W542 PLATINUM 6ROUT KITCHEN FLOOR TILE FT-2 "DAL-TLE* &')& SURETREAD-RED w/6'W COVE BASE 4 -- MAPEUDAL-GIUALITY " GRP.YMTICRETE +542 PLATNUM • • 6ROUT ' KITCHEN FLOOR TILE FT-2 'CRO55VLLE' EC.O-CYCLE CRO55TREAD 8'x8" 6RAY (ALTERNATE) W 6"Sc8' COVE BASE. MAPAI/DAL QUALITY 40q GRAY/ • • LATK.RETE W 542 FLATNUM 6ROUT — TTJd N_.._ .� BI' IGTJ41i3J BY O CL F5 O (L i5 . �aA.k CERAMIC WALL TILE C-I/C-3 'DAL -TILE- DAL -MATTE C-4.AZFt7 WALL TILE 40-T35 ALMOND KITC4iBURESTROOMS 4%'x4%" WALL TILE w/ MAPEI/D0.L-6JUAL.ITY 40 MITE/ • • LATWRETE 4.544 BRIGHT WHITE GROLIP CERAMIC WALL TIE C-1/Cr3 95 CERAMICS' MATTE GLAZE WAL TILE 4 U275 MOONSTONE KITCHE /RE5TROOMS 4!/4'x4y4' WALL TILE W/ MAPEI/DAL-OJALITY 40 WHITE/ • • (ALTERNATE) LATICRETE 4544 BRIGHT MITE 6ROUT - CERAMIC PIALI. TILE 6-4 'DAL -TILE' 4D-51 6 RAF'E 4Y4-x4%' WALL TILE W MAPEI KITCHEIVRESTROOM ACCENTS /DAL-GUALITY 40 MITE ATKRETE 4544 BRIGHT • • WHITE GROUT " CERAMIC IC WALL TLE C-4 "M CHZAMWGS" FLAIR 5ERM An36 BURGUNDY, 4l14"x4Y4" KITC+0VRE5TPjXM ACCE4T5 WALL TLE W MAPEI /DAL-GLIALITY 40 WHITF_MTIGRETE (ALTERRVE) 4544 BRKWHT MITE GROUT NOWTILE HALL FINISH FOOD PREP AREA 4'-O'A'-O IVORY 'FRP• w/J-NMOLDW A CORNER TRIM TO MATCH (MARLITE OR KAL-WALL) • • Y4ALLCOVERNG WC-BI 'BOLTA" WI21-0122 / VAN FLECK 13ACK61RCIIJK7 ZONE 54' NDE (THYBGNY WC) • • PANTED WALL FINISH SP-1 'AQUA AECW CUSTOM 41P.OW (HEAVY DENSITY COVERACe - (ALTERNATE BACKGROUND) BASE COAT 4H 325 SGL FT. PER GALLON] FINISH COAT ®X'.b • • • +. 5Q. FT. PER GALLON (CONTRACT NAJ.COVBRNG) "4AU..GOVERNIYW WC-C BRADFORD 4 114414A CHAIR RAIL 6%' H x 15 YV5 PER BOLT (SNSER WAL1_COVER046) • • ' PAWLIN5 'MARLITE' 431E NNIX-CR ANKPRE DESIGN (16'xg6'x14^) HIGH IMPACT ZONE PLAW5 W/ J MOULDING 4 CORNER TRIM TO MATCH • I N PHellD-G PANELINS Yb' PWIOLIC PAHEL M—SONART 4WAIO735 N)fNEG (ALTERNATE) W/ TRIM PACKAGE (PIWSH 5-1) € • DETAILS AVAIL.AO? r '.fit P.E'ra-![5T y+ i'(R04Y CGtWdTFR CORIAN TOP (%-1) w/ DROP EDGE IN PL-3 BASE IN FL- I, OAK TRIM IN 5-1 s ( + • d .! • "" TR -AH UNITS CORLAN TOP (SE-1) W/ AL.GENT IN PL-3 /WD BASE N " CONDIMENT STAND a CORIAN TOP (%-U W DROP d'Y-£ IN PL-3 BASE IN PL I OAK TRIM IN S-I TONET PARTITIONS 'MARL.ITE" MCP LAMINATE FINISH 4 41W ALMOND q kE 1 p �. :,W7Y TOPS T; CORIAN VANITY W! NLEGRAL. BO''✓t.. AND MATCHING _...._....._..� ; _. ,,._ SPLASH GUARDS. COLOR - BOILgr 1 p • 'MARLITE• HPL. DOORS O N54M FACE IN PL-4, MOE FACE N PL-2 • • ':ERPENTIE RAL NROX-W IRON PONDER COATED FINSH-PRBMTV- PONDERS (SONIC GOLD M£TALLIG - U1-1521414) • • W7x4' OAK RAL wJ EASED SAGES 1r 1, DINING Room W "x" . a-NpS SOS, TCR SOLAR SHADE 00-1 M)SHROOM SAW 5HEER WEAVE FABRIC • • # 1 54LK PLANTS HANGING PLANTSAND BUILT-N PLANTERS PER PLANS " .U.. MF C R BRADFORD DECOR PACKAC•f NY BRONZE METAL FRAMES � t I%Rf45FtiJ BY WALLFD F.;! . O GG E5 O GG B GORATIVE LIGHT E-I CEILING MOUNTED METAL PEVANT,FAGTORY SHADE FIXTURE 1 ANTKXE 51;M N FINISH 4 G30/6Cw LAND (TROY) • � • ERAL LIGHT 5-1 ZOV FLUORESCENT RECESSED FIXTURE W (3) 324 T-8 LAMPS r ("`Tx�l ILiN) 35K W CLEAR PRISMATIC L545. (HILL OR LITHONIA) • ' r <.OT IERAL LIGHT B-2 2'x4' F UOR£SCBdT RECE55ED FIXTURE W/ (3) 32H T-8 LAMPS (:DINING RCKJM) 35K W 3% 18 OE L PARABOLIC LONER -SEMI SPEGJLAR • • FINISH. (HUBBS-L OR LITHOMA) G-BNERAL, LIGHT 5-3 7x4' FJUORESCjEW FLAW-eD FIXTURE W/ (3) 32K T-8 LAM 15 (IRESTR4)9NM5) 35K w/ CLEAR PRISMATIC LB45 FOR LDRYM.L CEILM:W (H UBBE L OR LITHONW ACCM 416MTIN6 F-I FXLE56W (AN WITH Ct.A6 FRE�.'dM LB45 AMD Alq/IOO MATT NGAH4DE5C.@LT LAMP OJUBEELL OR LITHONIA) • • TRACK; ` ,e`IITWI T-1 9PRE5 OLITE" VERSA 61M8AL5 VW503—M TRACK FIXTURES W/ PAR W LAMPS AND MATCHING WHITE TRACK • • � O (X. g 0 6C FFi .,.•,....�. �..., _."� ..tea,..._.-__ - __�.:,�.. s, CEli W, TILE CT-1 'GELOTEX" NUtEX NTX154-F5 MANILLA 24"x2W REVEAL Ic"ZILIN& (DIN 5 Room) EWE FOL BACKED,CEILING TILE w/ MATCHINCW GRID • •' SYSTEM,DOLOR TO MATCH TILE F= FILE CT-2 "C.B-O7Ex' VINYL FACE GYPSUM GELNG PANELS +MT5897 (KITGHEcU MITE 2VXW W/ MATCHM GRIP SYSTEM OR 'UW • • :. OWIO-UNITE W -Dx' GRIP 5Y5TB"6GRIP COLOR TO MATCH CELWG TILES ORYNA.L 51-100TH PAINTED DRYWALL. / FINISH P-3 Ir2ESTRLtONMS) • • s z= ; a f( f; ! +a RJaB451F9 BY fNiTAlU,1r,3 ,"?. . O � E5 0 w ES E TABLES 27xA' 'SViPJ+I" TABLE _ TOPS W-2024 CNE PIECE 50LID Ga1RFA.CE (STANDARD) COLOR: TAHITI SAW• • S TABLES 24'x47 'SWAN'TABLE TOP5 BT-2442 ONE PIECE SOLID SURFACE (STANDARD MAD COLOR: TAHITI SAM• • BOOTH ONLY) FRESTAMX0 TABLE BA5E5 FALCON 4 (20•x24• TOPS): MONN BOXY FALCON 4204-2230 (24"x47 TO 5), BROW) B''OXY • • CANTILEVERED TABLE BASES PREFIMSHW WALL.. MOUNTED. CANTILEVERED (QUAD BOOTH) TABLE BASE • • w� 9 CHAIRS 5tffi6Y WILLIANYS 4YV1'-qT BENTY4OJD SIDE CHAIR IN NATUIZAL FRAME OPHOLSTERY UP-1 • • %I BOOTH SFATNS AVIS FURNITURE COMPANY VINYL U f-IOL5TERED BOOTH WTH REIII ABLE SEAT AND BALK OF 4" HIGH D@51TY CA24-iERCIAL. FOAM. FRAME FNW-+W IN PL-I, OAK TRIM FINISHED IN 5-1 BOOTH BASE IN PL-5 AND UPHOLSTER IN UP -I. +, UPHOL5TBRY !P-4 'NWASAHYDE" (STANDARD) U5 W426 GROTTO • • ` UPHOLSTERY W-1 45PRADL IW (ALTERNATE) 48564 GROTTO • • iltiaxrv. �'sY iv F w.v.. a..v,A...,.nw PANT COLORS P-3 'BB4JAMIN MOORS' (DRYWALL CEII-111 ) V�DY'5 LIGHT BEIGE REGAL AQUA VELVET (31q) TNT TO CUSTOM COLOR 42�q PRIME w/201 LATFX SEAL 5TAN COLOR5 S-I STAIN: (OAK TRIM) 'MNLAX" 4235 CHERRY - TW0 COATS • • t PO-YIARETHANE: 0M1INWAX' FAST DRYIW POLY SATIN FINISH - TWO COATS 50LID SURFACES 55-1 CORIAN - BONE (W TW- ) (COUNTERTOP - STANDARD) • • LAMINATE PL-I •WIL50NART' 4466E-W T.AMY LBSACY (COUNTER BASE) • a I I�s�l I tf OT2 "+s r @ I rf e A� 7 11,51 RA�NFJ'B7 Bl' I6TALL� BY O GC T5 O CT. B BRICK 4' BRICK VENEER BY GB4ERAL CLAY (STANDARD) NIH.U-iNGTCT4 BLEND 1',;0CLLAR (3%' x 2y" x 7�^} i • BRICK 4' BRICK VENEER BY GLEN GERY (ALTERNATE) �! R0551OLV MODULAR OV x 2%0 x -1%,") • • 5 -IT-FACW BLOCK MODULAR 4'x6',,W SPLIT FADE BiIXK MFF) BY OBERFW3A5 SINGLE S(,CWJALTERNATE SOLID Wo 5INCL.E 5G.ORE • • EXTERIOR TILE / RED TEX-1 5UTT17TVLL.E` MORGAN-IATES M-86 CHERRY 87W FRC5T RT515TANT W!MAPEI" GRAY GROUT EXTERIOR TILE / RED TEX-1 TEX-1-aXHTAL^ FR05TPROOF 6W 4145 INTEWE CARMINE (ALTERNATE) RED WITH MAPEI40q 6RAY GW.OlT • • FASCIA 1`4EN 5 SERIES If FASCIA - SHINY COPPER (STANDARD) (NATIONAL 516N OR VACUFORtV • • FASCIA NE1DY'5 SERIES IL FASCIA - BEIGE (ALTERNATE) (NATIONAL SIGN OR VAGUFORM) • • PANTED EXTERIOR TRIM PEX-1 RED "BENNIAMIN MOORS' "N-20 BRILU LANT iY17^ PEX-I RED (1) COAT MQORNWD EXTERIOR PRR-ER (Oq4) W (2) COATS • • 911PERVEX ENAMEL "-W) PANTED EXTERIOR TRIM PEC-2 BEIGE '5MIAMIN MOOW 45OR-1074 (I)WAT M0014VCOP PEX-2 BEIGE EXTERIOR PRIER (044)W (2)COA75 ffEfZVEX (30q-IOU) • • PAWED EXTERIOR TRI4ftA5HN9 PEX-3 DEEP STONE '6BNJAMN MOORS' 416i-62 - �. b )(-3 DLL BRONZETaE (1) COAT WORK= EXTERIOR PRI-ER (O14) W (2) COATS • • IRO MAD RETARW (165.62) - PRE-ENGIVB;,lED EXTERIOR D(TRULT37 OR A56&BLED ALI~ TRW,FACTORY FINISHED TRW N PEX-1,PEX-2 PEx-3 (NATIONAL W-A OR VACLFMN) • • ' REAR DOOR PEX-3 DEEP BRONIETONP 'BEN -Am MOiORE- 416E-62 PEX-� s • RONAI5PQUT FEX-3 DEEP ERGNlZETONE 'EE.WIN MOORE- OW-62 PEX-3 • • WROUGHT IRON RAILING FINISHED RAIL TO BE POMGER COATED SAFETY RFD W RAL 3027 (EXTERIOR) MORTIN WEDW OR E[;IL LI • - t a i - STOREFRONT FINISH ANODIZED AU"NUrM 'KAMEERa35-LIGHT BRONZE, 'NBSISW- 44K-GHAMPAGNE,VI5TAk0LL "-CHAwAGNE,US ALLNINUM • • ' 411-CH4PA6NE NALK-IN COOLER •@ITEFRATIONAL COLD 5TORAGE' - SPECTRUM FROIW WOOD PEWE 4 FFX-4 "BE+.WAN Hl X W SOLID COLOR LATEX ACRYLIC. 5TAN TRASH ENU.05URE DOORS 4C8q-66 CHLARIJ5TCN BROWN • • �i Lam �5CHEVULU n Gi .v W ' � k t1 � rE fl �� ,+ 1 �H,NNTH=i��NE �1( " R �F I W 15 �HI ��e C; ��T6 �� �. �yagggi> 1�ED 6s LYSTALI �� EW _ � uO cc, 115tOr6r i<'i CARPET 'Lro AXMINSTER" N15166-0-1-01 '51ERRA" iI (STANDARD) { p • i�i !_ARPET 'MA5IAND" 811415 BURGUNDY FAN — /ALTERNATE) - ' .,. ,: • ! • PAD/TRAWITION STRIP HARTEx V CONTRACT GSHION w &A 136-TACK'e TRANSRIOIAL STRIP w/BRCM't'! VINYL INERT • • 7 DECORATIVE FLOOR TLE FT-[ 'CRO55v LE' 6'>O' Cfzo%TREAD NANO CT5 Bwc%iDY (DINING ROOM - FIELD) SMOKE VU. MAPEVDAL-CUALITY "GRAY/ • • LATIGRETE 0542 PLATINUM GROUT DECORATIVE FLOOR TILE FT-3 'CRO56VILE' 8'x8' CROS&TREAD NP615 CT5 STCFEHENGE (DINNG ROOM - ACCENT)... Wex8' COVE BASE 4 MAPEVDAL-QUALITY " GRAY/ • • LATTGRETE 8542 PLATINUM C-RCUT DECORATIVE FLOOR TILE FT-4 'CROS VILE' 8'x8" CROSSTREAD NAE34 CS TERRA (DINING ROOM - ACCENT) R05ATA w/ MAPEVDAL- GIUALITY " GRAY/ • • LATK.RETE N542 PLATINUM GROUT KITCHEN FLOOR TILE FT-2 'DAL -TILE' 6W 5URETREAD-RED w/6"xV COVE BASE 4 MAPEVDAL-GNUALITY " GRAYAATICRETE #542 PLATINUM GROUT • • <ITCH®'E FLOOR TILE FT-2 'CRO55VILLE' ECO-CYCLE CRO95TRFAD 8'XD' GRAY (ALTERNATE) W/ e& COVE BASE. MAPAVDAL 6VAL.ITY NOq 6RAY/ LATIGRETE N 542 PLATINUM GROUT LLJ M. NALO LS WfdN`.NIL3t BY M5TNIED BY 6' ff, 0 GG E5 . CERAMIC, WALL TILE C-I/C-3 'DAL -TILE' DAL -MATTE C-LAZED WALL TILE ND-T-15 ALMOND I<ITCHE34/RESTROOF1S 4Y4-c4Y4' WALL TILE w/ MAPEI/DAL-QUALITY NO WHITE/ • • IATICRE'TE N544 BRIGHT WEIT'F GROUT (ZRAMIC WAIN- TILE C- I/C-3 %ro CERAMICS' MATTE GLAZE HAL TILE N 075 M00145TOW ;,ITCHEN/RESTROONS 4Wx4Y4' WAIL TILE W MAPEI/DAL-QUALITY NO MITE/ • • (ALTERNATE) LATIGRETE 0544 BRIGHT WHITE GROUT CERAMIC WALL TILE C-4 'DAL -TILE' OP-5-1 GRAPE 4%'x4!/4' K--LL TILE W MAPE1 KITCA*W RE5TR0OM ACGE4T5 /DAL-GLIALITY NO "AITEMTICRETE #544 BRIGHT • • WHITE GROUT .ERAMIG WALL TILE C-4 'IS CERAMICS" FLAIR 5621E5, NUT36 BURCANDY, 4Y4'Sc4%' KITCHEd/RESTROOM ACCENTS WALL. TILE w/ MAFEI /DAL -QUALITY #0 WHITEAATICRETE • • (ALTERNATE) N544 BRIGHT WHITE GROUT NON -TILE INA1.1. FINISH 4'-O"xq'-(' IVORY 'FRP" w/J-MOLDING 4 GORNFR TRIM (FOOD PREP AREA TO MATCH (MARITE OR KAL-HAUL • • WAI_C.OVERIe, VAC-BI 'ElEX" SEVERIN OW40-05 MARBLE (BACKCmROUND ZONE) (54- WIDE) (PATTON WPLLCO VM : 'a• • PAINTED WALL FINISH SP-1 'AGVA FECK" CU5TGM 0183500, (HEAVY DENSITY COVERW- (ALTERNATE BACK&R XW) BASE COAT ® 325 5a FT. PER GALLON; FIN15H COAT ® 200 .� • 50. FT. PER GALLON; (CONTRACT WALLCOVERING) WALLIJCNERM6 WG-C HAWTHORPE N 151g1C (CHAIR RAIL) (6!�' H x 15 YD5 PER BOLT) (51W-£R WPN_LCOVERIN6) • PANELM6 'MARLITE" 31q WHKTTIER ANIGRE DE56N 16'xWx1/4") (HIGH IMPACT ZONE) PLANKS W/ J MOLDINS 4 CORNER TRIM TO MATCH • • PHENOLIC,.-?;kNELIN6 �� PHENOLIC PANEL HISONART *IA10152 PLANKED BEBGH (ALTER ,l,�M-_) W/ TRIM PACKAGE (FINISH 5-1) • DETAILS AVAILABLE UPON REOUE5T I• _.._ � -._.�._.w�_:�..-„„�,..�.w.�,,,�„�,R,.,„ I HTJ BY FKTAUU.ED BY, j O 6G E5 O 6C T5 FRONT CO.NTER Fm CORIAN TOP (S5-1) W/OROP E06E IN PL-3 - .T.._._-._�. BP6E IN FL-L,OAK TRIM IN 5-1 e • TRASH UNITS CORIAN TOP (55-I)w/ ACCENT IN PL-3 AND BASE IN PL-I CONDIMENT STAND CORIAN TOP (55-I)w/OROP FAA= IN PL-3 BASE IN FL-I,OAK TRIM IN 5-1 • e TOLDT PARTITION`.i 'MARLITE" MCP LAMINATE FINISH N q20 ALT'ILTD • VtNT1, TOPS CORIAN VANITY w/ INTEGRAL BOW_ AND MATCHING SPLASH 6UAR05 COLOR - BONE • • `YXJr<5 "MARLITE" H'IPL DOORS '4 OUTSIDE FACE IN FL-4, INSIDE FACE IN PL-2 e • lJFRPEMTINE PAL, VROUGHT IRON PONDER COATED FfN15H-PRI5MATIC POWERS (SONIC GOLD METALLIC - U'N1321g4) e e w/2'x4" OAK RAIL w/ EASED EDGES TNNIN5 ROOM HINPg" 505, TOR SOLAR SHADE GD-I M15HRO0M SAND FINDS SHE kEAVE FABRIC • • N' ILK FLAWS HANGING PLANTS AND BUILT-IN PLANTERS PER PLANS �d , ,,:_L DECOR HAHYTHORN DECOR PACKAGE H/ BRONZE NATAL FRAMES • • G r FUdNAV BY I V,6fp1fp vi! N { ` O EL E5 O 611 �r rCORATNE LK*ET E-I C.EILMG MOUNTED METAL PENDANT, FACTORY SHAPE FIXTURE BRONZE PATINA FINISH 4 G30/60" LAMP. (TROY) • GEERAL LIGHT 6-I 2'x4'FLUORE5CENT RBCE55LV FIXTURE w/(3)52H T-5 LAMPS (KITCHEN) 35K w/ CLEAR PRISMATIC LENS. (HUBBEL OR LITHONUA) e e GENERAL L164iT 5-2 2'x4' FLUORESCENT RDCE55E.2 FIXTURE w/ 0) 32H T-5 LAMPS - _--( (DININS ROOM) 35K w/ 3% 18 CELL PARABG-IC LOUVER -SEMI SPSULAR • • FINISH. (HUBBELL OR LITHONA) 794'FLUORESCENT FLA VEP FIXTURE wA(3)32W T-6 LAMP" 35K w/ CLEAR PRISMATIC LB45 FOR DRYWALL CEILING (HUBBE-L OR LITHONU4) 6ET,ERAL LIGHT B-3 RECEED6ED CAN HITH GLA55 FRESNEL LENS A 0 AI9/100 (RE5TROa6) HATT W-ANDF5CETT LAMP. (HJBBELL OR LIT'NONIA) e e ACCENT LIGHTING F-I -PRff-<,OUTE" VERSA 611116ALS NTV503-"I TRACK FIXTURP --. _ W PAR 30 LAMPS AND MATCHING HHITE TRACK • • Ti,ZACK LIGHTING '-1 r e A �# R Y f , � Elm O 6 E5 4 f rx, s, CEILING TILE GT-1 'CELOTEX' N)TEX NTX154-FB MAALLA 24'x24' REVEAL. g (DINING R.CYJM1= EDGE, FOIL BACKED CELING TILE W MATCHING 6RID 5Y5TE", COLOR TO MATCH TILE j CELLIN6 TILE CT-2 "CELOTEX' VINYL FACE 6YFOUM CEILING PANELS IMT5MI VAT (KITCHEN) WHITE 24"x48' W/ MATCHING GRID 5Y5TEM OR 'U56' • 03210-"AITE W 'PX' 6RIP 5YST5,t;GRID CC.IOR TO -_..-. MATCH CEILNG TILES DP-YVLALL. SMOOTH - PAINTED DRYWALL / FINISH P-3 (RESTRCO"Fi) • • Li 0 5EATING H1R111y1 6Y ICilAL18'i B1','. O ES O 6: E5 TABLES 20"x24' '5HAN" TABLE TOPS WT-2024 CANE PIECE SOLD SURFACE , (51`ANDARA) COLOR: TAHITI SAW • E i TABLES 24"x42' 'SWAN" TABLE TOPS BT-2442 ONE DEICE SOLID SURFACE (STANDARD OUAD COLOR: TAHITI SAND • a BOOTH OLY) FREE5TAN21N6 TABLE BASES FALL, ON a273-22 (20*x24" TO %BROM EPDXY FALCON N204-2230 (24'x42' TOPS): BRO^N BOXY • e C.AMTILEVERED TABLE BASES PREFINt5HED WALL MOUNTED (CN)AO BOOTH) CANTILEVERED TABLE BASE • • CHAIRS SHELBY WILLIAMS 4"Y-q1 BEITWOOD 51DE CHAIR IN NATURAL FRAME UPHOLSTER UP-1 - • • ack�lt-" bEA?i^NG AVIS R* WTURE C011PANY - VINYL UPHOLSTERED BOOTH WITH REIWABLE SEAT AND • • BALK OF 4" H1644 DENSITY CONE-ERCIAL F0,64-4 FRAf-E FINISHED IN PL-I, OAK TRIM FINISHED IN 5-1 BOOTH BASE IN PL-5 AND UPHOLSTER IN UP-1, UPHOLSTERY UP -I NAUSAHYGE RW 62 - PORT (STANDARD) • • UPHOLSTERY IF -I 5PRADLING - 8533 PORT (ALTERNATE) • • I e � 3dARN`:�H, BY ICaTALI.ED 6l' O &1 E5 O 6, E5 PAINT COLOR5 P-3 'BENIAMIN MOORE' (DRYWALL CEILIWi) REGAL A61UA VELVET WHITE (314101) . • PRIME W;JOI LATEX SEAL STAIN CULOR5 5-1 STAIN: - (OAK TRIM) 'MIWNAX" N20q,NATURAL - IVO COATS e FCLYURETHANE: 'MIWNAX" FAST DRYING POLY SATIN FINISH - TWO COATS 5CLID SURFACES 55-1 CORIAN - BONE (V" THICK) (COUNTERTOP) • • LAMINATE FL -I 'WIL5ONART' N4663-(-0 TAWNY LF6ACY (DER BASE) • • LAMINATE PL-2 'HIL5GNART' 8I531-60 LIGHT MICE (DCOR5/INSIDE FACE) • • LAMINATE PL-3 'WIL5ONART' NDI5-60 - HINEBERRY (COLINTER, ) • • LAMINATE PL-4 'WILSONART' 0043.6 DOESKIN (IXbR6/0VTSI0E FACE) • • LAMINATE FL-5 'PIONITE' 15TIban CEEC>GOLATE SLU1 E (BOOTH BASE) • • p. r� I q z •_ ', ^" �: t c �ae� S 6� L", 'z •r C�{L < a n z. M4�Yb)� � r ���, ,";w' .yatr BRICK (STANDARD) BRIG: ('ALTERNATE) `SPLIT -FACED SLOP K 4' BRICK VIENE'ER BY CEERAL CLAY. VBLINYOTOI MEND MODULAR (3V x 21/4' x 7V) 4' BRICK VENEER BY GLEN GERY R4554000 MOIXAAR (5V x 2%' x -TV) MODUAR 4"xD*xle SFLfT FACE BLOCK (BUFF) BY C19ERFELM 5ING5LE 5CORE/ALTERNATE SOLID w/o SINGLE SCORE EXTERIOR TILE / RED TEX-1 151itMFTVILLE' N'YJRGANMATE5 M-E6 CHERRY Wxw FROST RE55TANT W/ MAPEI" GRAY GROUT EXTERIOR TILE / RED TEX-I TEX-I 'BUGHTAL' FR05TPROOF b'xlr #145 INTE N5E CARMINE (ALTERNATE) RED WITH MAFEI 40q GRAY GROUT FASCIA vE3,0Y'5 SERIFS II FASCIA - SHINY COPPER (STANDARD) (NATIONAL 516N OR VAGUFORM) FASCIA V81DY5 SERIES II FASCIA - BEIGE ' (ALTERNATE) (NATIONAL 516% OR VAOJFORM) PAINTED EXTERIOR TRIM PEx-I RED "EBINAMIN MOORE" R3pq-20 BRILLIANT RED PEX-I RED (1)COAT MCORiN:GD EXTERIOR PRIMER (Og4) W (2)COATS INPERvEX ENAI-B_ C"_20) PANTED EXTERIOR TRIM FFX-2 EEIC'# *BEN.NMN 1-1 2 VOg-1014 NCOAT MOGRHOOD PEX-2 BE*E EXTERN PRIMER (044)w/(2)COATS I4'ERVEX ENAMEL (3LA-I014) PAINTED EXTERIOR TRNNF.ASHING FIX-3 DEEP BRONZETOE "EDL 4MM MOON OW-62 FIX-3 DEEP tRNZET01 E (I) COAT M(XJRHOOV EXTERIOR PRO -ER (044) W (2) COATS - IRONCLAD FZETARE70 (10-62) FRE-BNGIFgRFL EXTERIOR - . E_XTRIAED OR A558-ELEP Ai1M1NJFi TRKFACTORY FI _4W TRIM IN PEX-1, PEX-2, PAX-3 (NATIONAL, SIGN OR VAGLF01" REAR DOOR PFX-3 DEEP BRONZETOdE ISSN EAMM MOORE' N16362 PEX-3 DO#r__F00 PEX-3 DB3' ERGNZETONE 'BEN -MIN MOORE' 1*3-62 FEX-3 )'VROU65HT IRON RAILINS F945WD RAIL TO BE FOPCIER COATED SAFETY RED N RAL 3020 (IEXTERIOR) (FORTIN PIEWIN5 OR EG UAL) STOREFRONT FINISH ANODIZED ALUMINUM T-4%EER' N2b-LIGHT BRONZE, " 1BEC+P INK-CHAMPAINE, VSTANAIL "-GHAWPA6NE, U5 AUM IRH _ NII-CH A6NF VNALK-IN COOLER 'INTEWATIC101 COLD 5TORAGE' - 5PECTRUN BROW 1,1000 FENCE 4 PEX-4 'BE N"IN MDDRE' SOLID COLOR LATEX ACRYLIC STAIN TRA5H ENCLOSURE DOORS #08q-66 CHARLE5TON BROMI F'EX-4 11 • CV — N 1111111111 Houses 41 ■'91W �a r� r 4�=cG _ I�L 0— PLAN ft (REV51M #U E�-2�Ga0r0 �.,a F-3 r T >t d i �a M 1 TAMARACK �=RACX. Hi RW5FBJ BY ewmm BY 9, o �F _ 01W E5 O GL ES CARPET 'U5 AxMILNSTER" NIS'lEb-OT-07 "SIERRA" ' (STANDARD) .___._.__ ♦ • .___._._—_.._._ CARPET "MAcAAN17 s11415 BURC.A,NDY FAN !ALTERNATE) •. • _ PAD/TRANSITION STRIP - HARTEX %' CONTRACT 0_ HION w/sW-136 "TALK" TRALN5ITIONAL STRIP w/BRo m VINYL INSERT • • DINING'ROOM - FIELD FT-1 'CR053V1LLE- 8'x8" GRO%TREAD NA -FAD GTS - EURG11140Y DECORATIVE FLOOR TILE 511OKE w/6"x8' COVE BASE 4 MAPEIAllAL-CVALITY " GRAY/ • • ILATICRETE N542 PLATM I GROUT DINING ROOM - ACCENT FT-3 "GR055NALLE' Vx8" CROESTREAD NAbl5 GT5 STOTEHB%B DECORATIVE FLOOR TILE HW MAFEVDAL QJALITY " C-,RAY/ LATIGRETE N542 PLATINUM 6ROUT • • DINRNG ROOM - ACCB4T FT-4 'GRCSSVILLE- Vxb" CRY-6TRFAD NA634 GT5 TERRA DECORATIVE FLOOR TILE R05ATA w/ 4 MAPEI/DAL-WALITY " GRAY/ • • L.ATICRETE N542 PLATINUM GROUT KITCHEN FLOOR TILE FT-2 'DAL -TILE' 6'xb' SURETREAD-RED w/6 xb" COVE EASE 4 MAPE1/0AL-GLALITY " GRAYAATsC.WM N542 PIAT&UM 6RoUT • • KITCHEN FLOOR TILE FT-2 'CRO55VR1E- EGO -CYCLE C.RO55TREAD 8"x8" GRAY (ALTERNATE) HW 6W COVE BASE. MAPAVDAL OUALITY " (5RAY/ LATIGRETE N 542 TiATIWM GROMJT y - a RAOr-+® W 16TAilmD BY O 6C F5 O GG F, CERAMIC WALL TILE G-I/G-3 'DAL -TILE' DAL -MATTE GLAZED WALL TILE ND-T35 ALMOAV KITCHE RESTROOM!Si �d 4Y4 x4y4" WALL TILE W/ MAPEI/DAL-6VALITY *O WHITE/ i • LATIGRETE x544 BRIGHT MITE GROLR WALL TILE C-1/C-3 "U5 CERAMIC5' MATTE GLAZE WAL- TILE N U775 MOONSTONE ,CERAAMIG KITGHEN/RESTRCGM5 4Y4"x4%" WALL TILE H/ MAPEI/DAL-CNUALITY NO WHLTFJ • • . (ALTERNATE) LATIGRETE 05" BRIGHT WHITE GROUT C.ERAAMIG WAIL TILE G-4 "DAL -TILE" ND-51 GRAf-'E 4%"x4%" YYN1 TIIF w/ MAFEI KITCHlaVRE5TROOM ACCENTS /DAL-CiJAUTY #O MITF/LATIGRETE #544 ERk$HT • • (# WHITE 6RCIJT MIC i C ;ZAWALL TILE C-4 'U9 CERAMICS" FLAIR SERIFS. ")T36 MRGLTDY, 4%"x4Y4" KITCkEN/RE5TROOM AGCE4T5 WALL TILE w/ MAPEI /DAL-OUALIT'Y NO WHITE/LHTK.RETE (ALTERNATE) N544 OR IGHT WHITE GROUT -TILE WALL FINISH 4'-O'xq'-O" IVORY "FRP" W/J-MA DING d COj h TRIM A (FGIOGJ PREP AREA) TO MATCH (MARLITE OR KAL-WAW • • WALLGOVERIG WL-51 T65EX SEVERN" 05P40-05 MARBLE (� ZCAE) 54' WIDE (PATTON WALLGOVER) • • PAINTED WALL FIN15H 5P-1 "ACAA FLECK"CUSTCM N1835O6 (HEAVY DENSITY COVERAGE (ALTERNATE BACKGROUND) BASE GOAT O 32 5a FT. PER GALLON FINISH .COAT. A 2O0 • • Ea FT, PER GALWDk (CONTRACT WALLCOVER M) KAUXL OVERINS WL-G TAMARACK N 160155 (CHAIR RAID (bs' H x 15 YD5 PER BOLT) (SINGER WAI.LC.CNERI'G) • • PA NELW "MARLITE' N315 Wm05OR ANIGRE DESIGN (I6'xcWx1/4") (HIGH IMPACT ZOW PLANKS 1W J MOLDING 4 CORFER TRIM TO MATCH • PHENOLIC PANELR45 Ya' PHENOLIC PANEL 1NILSONART RIWIOT35 NftNEG WITH q (ALTERNATE) TRIM PACKAGE (FINSH 9-U • • DETAILS AVA.ILA13LE UPON REOLE5T � E r'lAM BY RSTNJ.ED BY. "• 0 GL E5 O CL E5 e§?CJNT CGUdTSt CORIAN TOP (55-1)w/DROP EME IN PL-3 BASE IN FL -I, OAK TRIM IN 5-1 • • FTRASH UNITS CORIAN TOP (yam-1) W ACCENT IN FL-3 AHD BASE IN PL-I • ' CGM DIF'EhT STAND C4 RIAN TOP (55-1)w/DROP EWE IN PL-3 BASE IN FL -I, OAK TRIM IN 5-I • • TOILET PARTITIONS 'MARLITE" MCP LAMINATE FTNeHI N q20 ALMON') (i' -- VANITY TC)P5 CORIAN VANITY W INTEGRAL BOYL AND MATCHING SPLASH GUARDS. COLOR - BETE • • i "MARLITE" FR DOORS OUTSIDE FACE IN PL-4, NSIDE PAGE IN PL-2 • • lFRFEMTNE RAIL NYlOUGHT IRON POWER COATED FIN15H-PRI5MATIC POWDERS (SGN&C GOLD C-OLD NE'TALLIC - UNE21g4) • �I vv-Zx4" OAK RAIL w1EA5ED EDGES DINING POCH WRLY.W 505 TGR SOLAR SHADE 00-1 M)iHROOM SAND FLN405 5FE32 HEAVE FABRIC • • s '"1LK PLANTS HAN5ING PLANTS AND BUILT-IN PLANTERS FOR FLANS ItiALL LECOR TAMARACK OBCOR PACKAGE WV BRONZE METAL FRA-e5 I t r I �c��.'=u gg -� RIIa�HE7 BY l5TAI.IED BY 0 CG g O G✓ F5 "_ter 1015CORATIVE LIGHT" E I 1 CELING Ha NTEP METAL PEWANT, FACTORY 5HADE FIXTURE BRONZE PATINA FINISH 4 630/6OH LAMP. (TROY) • • GENERAL LIGHT B- I 7x4' FLV0RE5CENT REGE56M I'MR RE w/ 0) 32Y4 T-8 LANP5 (KITCHEN) 35K w/ CLEAR PRISMATIC, LENS. (REBELL OR LITHGNIA) • • GENERAL LIGHT 5-2 2x4' R.UCRB5CE4T RBCE55EV FIXTURE W/ (3) 32W T-8 LAMPS (DINING ROOM) 35K W/ 3% IB CELL PARABOLIC LO(V -SEMI SPSULAR • • FINISH. (F11BBELL OR LITHONW C01ERAL LIUMT B-3 7x4' FLUORESCENT FLANGED FIXTURE w/ (3) 32H T-8 LAMP5 RI 57RC�MS) 35K H/ CLEAR PR194ATIG LEW) FOR LXlYWALL CEILING _.._ (HUBBELL OR LITHGAI.A) 'L,C.ENT LIGHTING F-H RCz;� CAN WITH GLA55 FRESNEL LENS AND AW100 WATT INGAA>DE9CE4T LAMP. (HIBBEL-L OR LITHONW • • A ICK LIGHTING T-1 'PRESCOLITE" VERSA 64-18ALS NN503-1,41i TRACK FIXTURES W/ PAR 30 LAMPS AND MATCHING MITE TRACK • • � s I ,�_. eis K ,b Hkrkti'+xLiJ BY iPC�TAL,ELi Fpv O 6 O GC FS C.tLING TILE GT-1 - "GELOTEX' NJMX 14TX 154-F5 MANILLA 24"x24' REVEAL (DINING RLLAM) EDGE,FOIL BALKED CEILING TILE W MATCHING GRID • I } '.z. SYSTEM, COLOR TO MATG4 TILE GEILm6 TILE CT-2 'G30TEX" VINYL FAZE GYPsm CEILING PANELS NV'T58g7 (KITCHEN) MITE 24"x48" NV MATCHING GRID SYSTEM OR "USG' • N32,i0-hmim w/ 'DX" GRID 5Y5TEM;GRID COLOR TO MATCH CELIG TILES DRYYiALL SMOOTH PAINTED DRYWALL / FINISH P-3 (RE5TFoOt-5) • i ; eCAT P TABLES 2O"x.2q" 'a -LAN" TABLE TOPS NTT-2024 ow PIECE SOLID stjRFAGE (STANDARD) COLOR: TAHITI SAND TABLES 24'x42" 'AWN" TABLE TOPS BT-2442 ow PIECE SOLID SURFACE (STANDARD O)AD COLOR; TAHITI SANOi BOOTH ONLY) FREE5TANDIG TABLE BASES FALCON R,'3-22 (20-x24Topr)e BROM ER7XY FALCON s204-2230 (24"x42" TOPS):EROWm EPDXY GANTILEVERED TABLE BASES PRE=NiS E2. WALL MIXddf1A, CANTLEVERED (QUAD BOOTH) TABLE BASE CHAIRS 51$BY WILLIAMS OW-M BBM4000 SIDE GHNR IN NATURAL. FRAME UPHOLSTERY LP -I BOOTH SEATING AV15 F2A2NITURE COWAW VINYL UPHOLSTERED BOOTH WITH REMovABLE SEAT AND BALK OF 4" HIGH DENSITY CGINNERCIAL FOAM, FRAME FINISHED IN PL-1, OAK TRIM FINISHED IN 5-1 ECX)TH EASE IN PL-5 AND LPHOLSTER IN Lp-1. LF'HOISTERY UP-1 "NAUGAHYDE" (STANDARD) NEO - 62 PORT U--'HOISTERY LIP -I 15PRAOLN& - 6553 - PORT (ALTERNATE) FlN1 T`T,.,3,,, Elk? CHIV BY 16TNIED i3t O E5 O 6( E5 PA114T C<�1JR5 P-3 "BENJAMIN A'IGY7RE' (i'iRYWfd,.L, GEILIIY'.�) hY'S LIGHT BEIGE REGAL AQUA Vq.VET (31q) • TINT To awoM COLOR N.;3q PR11•tE w/201 LATEX SEAL 5TAIIN+ COLORS, 5-1 STAIN. (OAK TRIM) "MNI-V X" N235 CHERRY - TWO COATS • POLYURETHANE. -MMNWX" FAST DRYING POLY SATIN FINISH - Tk-0 COAT5 SOLID 5LR7ACE5 55-1 CORIAN - BOW (�" THICK) (COUNTERTOP - STANDARD) • • LAMINATE PL-1 "WIL50NART" 04663-Co TAPW LEGACY LAMINATE PL-2 'WIL5ONART' 8I531-60 LIGHT BEIGE (MOR5/IASIVE FACE) • LAMNATE PL-3 'WILSONART' D1560 NIAEmRRY (COUNTER ACCENT) • I • LAMINATE PL-4 'WILSONART' N043-6 ooESKIN (VOOR5/OVTSIOE FACE) • • LAMINATE FL-5 •PICNITE' NSTW-7 GHICCCM_AT'E SUEDE (BIX7TH BASED • • ram,=axs�.^acaaaaz - ,. ,z� HALdH eq BY @STALLED BY O GC C5 O 1 GL 1 ES BRICK 4' BRICK VENEER BY GENERAL CLAY (STANDARD) W3LAFGTON EL50 MOOLLAR CA. x 2%" x _T l • • ERICK 4' BRICK VENEER BY GLEN GERM (ALTERNATED �, R055400D MOLL)AR 0V x 2%- x -IV) ♦ • SPLIT -PALED BLOCK W01A AR 4*>Ob" SKIT FACE ELGL'K (BUFF) BY OE(-:WIELV5 51C 5COTE/ALTERMTE SOLID w/o SINGLE 5CORE • • r �XTERIOR TILE / RED TEX-I 'SUFtVVUe MOR6A ,,ATE5 M-86 CHERRY V)V FROST RE515TAW VV WPEI"GRAY GROUT EXTERIOR TILE / REV TEX-I TEx-I'BUCHTAL" FROSTPROOF 4"W NI45 INTEp6E CA17M E (ALTERNATE) RW WITH KAPEI soq GRAY GR(.'MJT • • FASCIA HfWV5 SERIES 11FA5GIA - 5HiNY COPPER (STANDARD) (NATIONAL SIGN OR VAGUFiORM) • FA50A W3DY'5 SERIES II FASCIA - IE'GE (ALTERNATE) (NATIONAL SIGN OR VAGUFORM) • • PAINTED EXTERIOR TRIM " PEX-1 RED EKAMIN MOQW 430q-20 BRILLIANT RED PEX- I RED (1) COAT M CORHOOD EXTERIOR PRIMER (044) w/ (2) COATS • • I'PERVEX ENAMB (3Oq-20) PAINTED FXIFRLgR TRIM PEx-2 BEIGE 'MR.WW MXRE" rOq-I0T4 (I)COAT MAD 2 i3EIGE i EXTERIOR PRiFm (044) w/(2) COATS im%RVEx E1AMQ (30q-IOTA) • • I F AXIM EXTERIOR TRI NFLASHRG PEx ,3 LEE' BRG'NZETONE 18 %Aad- m moo;E' NI68-62 PEX-3 DEEP BRONZETOFE (U GOAT HOOF4,000 EXTERIOR PRIER (004) w! (2) COAT5 • • _ IRETARPO (163-62) I: PRE-E vI EEFW EXTERIOR EXTRWED OR A%B-aM ALUMffi"J.M TRK FACTORY FIN19AW TRIM IN FEX-I,PEX-2,FEX-3 (NATIONAL SIGN OR VACLFOAh) • • REAR IXbR FEX-3 Dom' BRCNZETOFE 'e Lmm MxMRE' sIE3-62 FEX-3 • • PEx-3 DEEP BRONZETOW '8@LLAAMIN Moofwo NI63-62 FEX-3 • • NINgJ6HT IRON RAILW, FMSPED RAIL TO BE FCNGER COATED SAFtTY FJ P N RAL 3020 (E:XTERIA2) (FORTIN P a c% OR BGM) • • if e STOREFRONT FIN15N �I ANODIZED ALUMRLM "KAY143='R" NaS-LK�FiT BRONZE, 'AIBELIGHT' WK-CHAMPAGNE, V5TAPIALL "-C~ACW, US AL MRH • • ": sl l-CHAWA6W _ r WALK-IN C4OO 9MER14ATIGNAL 61 D STORAGE' - SPECTRUM BROM WOOD FlwE 4 FEX-4 "EEKAHm MLIOFV Sato COIIXR LATEX K-I'YLIG STAIN M TRASH EW-LOSUiM VoORS NOBq-(b CHARLF5TON BROM • • MX-4 _.�—._.. M I 1• Pit �h�����' P4 t der, , IlLiIIIIIIIIII FM Am H ,r0: r3°�t'CAC•`CA r#a . 5FEC4FKAT06 OF CONSTRUCTION CONTRACT NTH 7,i ' ' HE DYS INTERNATIONAL, NC. w � 7 . E NOW EXCAVATION, BACK PILLNS, 6RPDW i° < ASPHALT PAV`W7 ' CONCRETE PAVING - STRAFING AND PARKINS MOX6 t r :.I LN05CAPN5 PLANT 6UA2WTEE AV REPLACEMENT UTLITIes •. c* p111'.LEIRI ! • t:dCrrT:TE FOOTIN56 { SLAES AND FOOTIN65 e 5I08WUK5 AND RAMPS } 501910 K PAVERS PAVN6 CONCRETE PADS z ` DhfttM 4 - M AGOW - ' GENERAL. MORTAR FOR FACE BRICK FACE BRICK r-WI510N 10 - 5FW.WTft ff` EXTERIOR TRASH ECI.05URE 6B432AL SIPIL4 e KITCHEN EGIVIFMENT HOOD FIRE SUPPRESSION SYSTEM AND PORTABLE FIRE ;! EXTNGUSER5 C4244WATk7N SYSTEM ReLIC RE5TRCOM DOORS V PARTITIONS RELIC, RESTROOM PCGE95CRIE5 ROOM MITFiCATICN SIGN ADA RE5TROO M IDENTIFICATION SIGN i 5TAINLE56 5TEEL C,ORER5 41 HALL DECOR SILK PLANT PACKAGE FLEXOR MATS AAPRDVW rJi''R.M LIST .,Y r Y .. .. 1 ARTICLE 2 - THE PRB•HE.:f5 ;z ^ .. r, k ,i'" AWf TOR'S FINAL PW ER OF LIEN TELLY EXECUTED BY ALL 51.BLCM'RACTOR5 AND ARTICLE 20 - COM'DLIANCE NTH LAH5 -,- �a^t� ,. THE RESTAURANT SEAL BE COSTRtJOTED ON THAT REAL- PROPERTY (THE 'FRg-ffiE1�') CCTMMOLY i r'°'�.-"4 SU'f LERWCERTIFYINC, THAT THklREARE NO LIENS ON THE FRaJECT AND THAT ALL CONTRACTOR SHAD_ RI LY 60t-KY NTH ALL APPLJC, I I : F$JERAL, STATE AD LiCr.AL LAt COVE'S ..' KNOYt1 AS ,N THE CITY OF COANfY' OF , } ,.:, i• SUBf RACTORS AND MATERIAL SUPPLIERS AD OTHER POTENTIAL LETS NAVE BEEN REGUTATk?N5 ETC. (CO LECTIVE.Y, THE 'LAM') N ITS PER5OF3MLCE IMDER THIS CONTRACT. PRIOR STATE OF ,AS N MORE PARTK.ILARL.Y DESCRY ON ' r '' PAR N FILL TO COt•8CIN5 THE WORK,OOWRACTOR SHALL REVEH THE DRAYiN66 AND SPECIFICATIONS TO THAT CERTAIN SURVEY OF 9" PARCEL. DATED�� .5 DE7ERhHFE THEIR COFORMANCE TO THE LAH'L F CONTRACTOR TEEN OR THEREAFTER FINDS THE MADE BY , RECEIPT OF A COPY OF NIGH SURVEY B. CER ICATE OF OCCUPANCY " ORANNtY D AND SPECIFICATIONS ARE AT VARWCE WTH THE LAW, THEN CONTRACTOR SHALL CONTRACTOR HEREBY AC>Kf ^t�SES s .. ', : �.:... "' j.;"><';: ... M-EDIATILY NOTIFY NNN-S C 6TFJZTM MANAGER IN WRRNS BEFORE PRLI EEDN5 WITH THE .. C.A5 RED BY NEIDYS N THE 130 0001HINT,CCNGRETE OR A6PI6LT PAVING WORK. THE CO5T OF ANY NARY CHWA5A5 TO COMFY WITH THE LAW SHALL BE AGREED TO BY C3RT CATION (CERTIFYNu SUB -EASE, BASJE, AND SURFACE PREPARATION AND APPLICATION). M3DY'S EJ PROr.� WITH THE YOWL F ANY OF THE NOW 15 DOSE CONTRARY TO THE ARTICLE 3 - CONTRACT SUM ` . LAW CONTRACTOR SHALL BEAR ALL COSTS RBWRE D TO C4RRr4T THE HORK ^ i. NHDYS SHAM PAY CONTRACTOR THE SUM OF VOU ARS � � r D. CF OpFfl.ETE 'AS-EIALT' FTANS. (THE !CONTRACT 5td-1) IN ACCORDANCE WITH THE TERMS OF THIS T"x'��� j Hyay"I' !u DIVISM I - 6EKV.AL 'S'BC MGATIDN5 71 - WEDY'S INTEFWATIOLA., INC. CONSTPo)CikON CONTRACT THIS CONTRACT 6 MADE THIS DAY LOP 199 SETMEE N Ve4 "5 fir•':: INTERNATIONAL, INC. MN)YW OF 428E K RIBLN GRA V U ROAD, WBL K ONTO 4"1 "�JJt AND ("CONTRACTOR )CF IN C26WERATION OF THE PROHIKE5 SET FORTH Mat THE PARTIES AGREE AS FOU 06 ARTICLE I - CONTRACTOR'S WORK ! 1� 1. GGNTRACTOR SHALL CONSTRUCT (51" CON5TRIr-TION RED TO HEREIN AS THE-PiOW-)ON THE PREMISES, AS DEFIED IN ARTICLE 2 BELCOW,A NEDY'S RESTARANT AND OTHER o IPRUfB-wm IN AICORDAC-E P41TH THE 1.f5GRIBH? RAT 9 46 PLAINS PLD 5PECFICATICN&, xVV5WXW BY SHEET HA• MZ5 AND REVISION DATES AS PROVIDED BY EXHIBIT 'A' AND INCORPORATED INTO THIS CONTRACT. 12 I - 2 CONTRACTOR HENS' IffGEFT OF ALL OF 9" CONSTRUCTION 00um4ro N DUFI.OATE, AND H45 NNIALED ONE OF 51" SETS, MUCH INITIALED SET CONTRACTOR 5HALL { DELIVER TO WBO S, MTHIN (S) EASI E55 DAYS HEREOF, ALL OF MICE ARE HEREBY Qs IGCIRFbRAYBD INTO THIS CONTRACT COUR,ACT. THE CONTRACT SUM NN UJDE5 AM CONTRACTOR 5HALL BE 5O_EEY RMFICN51BLE FOlia" , a,, ^,.' I E. GERI FICATM OF ANY OTHER ITEM OR MATERIAL REASONABLY REGLE5TED BY KNQY5 ALL FEDERAL STATE AND LOCAL TAXES NCJJDN6 WITNOUr LIMITATION EXCISE TAXES USE TAXES AND RETAILERS OCCUPATIONAL TAXES: RCCM TOR'S GONCtIRREMCE WITH FLINCH LI5T AS DESCRIBED BELCH N ARTICLE 12. 2 77E CONTRACT SUM DOES NOT WARE THE PURCHASE PRICE AND 5HPPN6 COST CF THE ITEMS -1. ALL ITEMS Po IN CONNECTION WLT}H 7TE FINALPAYMENT SMALL BE COMPLETED AND L15TED ON EXHIBIT B' HERETO, BUT ROES INCLUDE INSTALLATION OF SUCH ITB15 BY SUBMITTED BY U KTRACTOR MTHN THIRTY (30)'DAYS CF RESTAURANT OR3N O CONTRACTOR AS NOTED THERBON. CONTRACTOR SHALL BE RE5POWE.E FOR RECEN/W UN.OADNCS, NVEMTORYW5 MAREHOU51145, PROTECTM MR06 A66EMBLIN& AM MIALLM e. N THE EVENI CONTRACTOR DOES NOT TIMLY COMPLY KITH ANY OF THE RBGTAfREENtS SET WE N THE 5AJ-E MAIdi32 A5 RJRC IMED BY CONTRACTOR, FORTH ABOVE FO R THE FINAL PAYMENT, MOY"i SHALL RETAIN ALL OF THE REMAINDER OF THE CONTRACT SUM Ti)PROTECT NEDY'S AG4I ET ANY LIEN RCiITS OR CHAP•5, UNTIL AL w-mF M wTS Pok THE FNAL PAYMENT HAVE BEE SATISFIED. ARTICLE 4 - START DATE i. CONTRACTOR SHALL CCMMfNCE CONSTRtX.TION WITHIN FIVE (W CALE AR DAYS AFTER WRITTEN WTTCE FROM KN DY'5. 2 SLE5TANTLAL CO'R.ETIONI OF THE NOW SHALL BE NO LATER THAN CALENDAR DAYS AFTER CONTRACTOR 15 GIVEN NOTICE TO COMMENCE NEOi FOR PURF 5E5 OF THE PARAGRAPH, 51J85TANTLA- CQ'PIETICN SHALL BE THE EARLIER OF THE DATE THE RESTAURANT OPENS FOR 0[151NE55 OR THE DATE A CERTIFICATE OF OCCUPANCY 15 15CUED. .I ` 3. WRITTEN REGUE5T5 FOR EXTENSIONS OF TIME SHALL BE 61VEI TO KNIPY'S BY CONTRACTOR `. "THIN FIVE (5)DAYS AFTER THE OCaPJ4 CE OF THE BASS FOR THE EXIEN NON RBCi1E5T. NO " SUCH REGLEK SHALL BE DED'63D 6RAMHD UNLESS EXPRESSLY ADD TO 13Y H30Y'S IN MRITIN6. ARTILE 5 - PFRFORM*a AND CONTRACT BODA.ETTIR OF CREDIT I. MIEN REAARED BY K!WY`5 CCWRAC.TOR SMALL PROVIDE NEDY'S NTH A CONTRACT BOND OR LETTER OF CREDIT N THE RL L AMOUNT OF CONTRACT SUM. THE BOND SHALL NAME Ni MY'5 AS OBLIEE AND IF LETTER OF CREDIT. 5HALL BE MADE N A51DY5 FAVOR AD SMALL BE ON A FORM AND MTH A SERETY COMPANY OR BANK APPROJED BY OP4 ER. THE BOND A14D LETTER OF CREW SHALL 86UM H t. AND FNTHRA. PERFORMANCE OF EACH AND EVERY CONDITION OF THIS C:NTR.AC.T;AND %W1 IN VID44ITY WEDY5 A A&5AMAGES T L DA51I BY FAILURE TO PERFORM UNDER THIS CONTRACT. 2 AT H$4DY5 REME5T,CONTRACTOR 5HALL RN445H K MY$, MTHN FIVE (5) SEME56 DAYS OF SCAM FWA5T5,INFOR$ATION DRIED N6GE%ARY BY HENVY5 TO SHOW THAT CONTRACTOR IS FINANCIALLY SOLVENT AD CAPABLE OF RILLY PERFORM i "ER THIS CONTRACT. IF N NEDY5 SOLE J"*t NT, CONTRACTOR 15 FOAD NOT FNAN TALLY RESPONSIBLE OR CAPABLE, THEN THEN I?6Vr5, BY NRITIBN NOTICE, MAY TERI HATE THIS CONTRACT MTHOUT FURTHER OBWATiON TO CONTRACTOR OTHER THAN TO PAY CMRACTOR FOR THE VALUE OF THE PORK N RACE AT THE TIME OF TERMINATION, ARTICLE 6 - PERMITS COWRAGTCR SHALL OBTAIN ALL LICENSES, PERMITS, APPROVALS AND CERTIFICATES (!COLLECTIVELY, THE 'PERMTS')NE<T—S6A.RY TO OOMFLETE THE WORK N COMRlIANCE NTH ALL AFR.ICAHIF RI.I E5 ,. AND R69AATICHS, I1N. % OBTAINED BY NEDYS. ARTICLE 7 - IISRANNCE O L PRIOR TO COMFEW-De i OF WORK,CCNTRAGTOR SHALL FURNISH M3DY5 MTH CERTIFICATES OF IC!)RANCE, NL W7 NE4PY5 A5 AN ADDITIONAL Imo. AS THEIR IIT[3NB5T5 MAY APPEAR. t'VIDECIN5 THAT CONTRACTOR HAS OBTAIED THE INSURANCE COVERAGE STATED 89.OH4 FROM WWANLi HOLDING A CeERA L RATIN5 OF 'A' OR BETTER AS SET FORTH N THE MOST CURRENT ISSUE OF BEST KEY RATING INSURANCE 6ULE, SUCH OERTFiCATM KLL. PROVIDE THAT NEDY5 K L RECEIVE AT LEAST THIRTY (30) DAYS PRIOR WITTEI NOTICE OF ANY MATERIAL CHANGE IK OR CANCELLATION OF,SUCH INSURANCE. AC.O-PRBfN51VE CENEERA. LIABILITY IENJRANCE ICLUDIN6 A BROAD FORM EWR5EN4JT AND A BROAD FORM PROPERTY DANAC EDOR e4W NTH LIMITS NOT LESS THAN *1,000) 0 C.3430ED SIFYIF LIMIT F APPROPRIATE. CONTRACTOOR SHALL ALSO MAINTAIN 5CAFFOLDN5 AND DEMOLITION (WPRANCE. 13 NXtKE12.5 COM►E154TkxN ISIRANCE N ACCARDACE NTH APPLICABLE STATE REWREME NT5. C. E PLO� LIABILITY WARANCE IN AN AMOUNT NOT LESS THAN $)WOW. D CO-FR585NE AUTCMOBAE LIABILITY ISURACE IYLLIDI S a"59 NON-CMED AND HIRED COVERAGE IN AN AMA NOT LESS THAN s507,CL^O COIBIED SINGLE LIME. E CONTRACTOR SHALL ALSO SATISFY ANY INEA RAN CE RKiNRE ENT5 NICe5 TATEO BY ANY PERTINENT GOVERNMENTAL AUTHORITY. F.CANTRPGTOR SWILL MAINTAIN BUILDERS RISK GOVERNS THE PRBMISES,SUGH WWRANCE SHALL BE WITTE N ON AN ALL R15K BASKS, AND M6L COVER ALL THE WORK UNTIL k'EDY'S FINAL ALCGBPTANCE OF 15A E. 2 AT ITS ELECTION,YEDYS MAY WAIVE THE R6;VIRE18NT THAT CONTRACTOR MAINTAIN THE It;URANNCE SET FORTH N PARAGRAPH I I-F IN SUCH IETANCES K WY'S NLL BEAR TIE RISK OF LO% TO THE BUN.OINS STRUCTURE AND ANY 520;K NT OF WXTUREB ATTAOHED OR INSTALLED TO THE BUI.DN6 STRUCTURE. W3DY5 WILL NOT BE RE5PO5ELE FOR ANY 15SUFNEtT OR PER5C NA. PROPERTY OF THE CONTRACTOR OR ITS ASO95 UDR THESE CIRCLMSTACS. ARTICLE 8 - RISK OF L055 NTH THE EXCEPTION OF THE RISK OF LOSS A55UED BY NEDY'S MEN THE R5WRB-IEw TO MAINTAIN THE INSURANCE SET FORTH N PARAGRAPH 7.I-F S SPEC.IFIALLY WAIVED BY W3DY5, CONTRACTOR A6E ME5 ALL RI`K'5. HAZARD5 AND CODITICNS N CONEGTICN MTH THE PEF"4WCE OF TH5 CONTRACT, AND CONTRACTOR SHALL BE SCILMY RESPO SIME FOR THE WOWS Will. FINAL ACCEPTANCE OF THE COMPLETED WORK BY NEDYS. .., ARTICLE N - CONTRAOF DOCUMENT5/0,05TODY OF PANS THE AGREEMENT AND EACH OF THE CONTRACT DOCUMENTS ARE CO-FL.EENTARY AND THEY SAL BE MTRtPRETHP 50 THAT WHAT 15 CAALIID FOR BY ONE SHALL BE A5 BNOM A5 IF CALLED FOR AL SF ^URD THE CONTRACTOR OBSERVE ANY CO MILTS NTHIN THE CONTRACT DC>rL -ENT5, HE 5HAL.L ®RING THEM TO NiEDY'S ATTENTION FOR DECISION AND REVISION AT CNYCE. THE WMACTOR SAL 5ECIRE WITTEN 06TFXTION FROM H'EDY'S BEFORE PRCCEEDItS NTH ANY WORK AFFECTED BY CONFLICTS, OHF61OLei OR 0SCREPACE5 N THE CONTRACT. CONTRACTOR SHALL RETAIN SOLE CUSTODY OF (EXCEPT A6 R6'�1REp FOR THE PEFtFO2NiANCE OF THE POW ALL DRAWIN% PlAS, SPWFIC.AT06 AND ANY COPIES THEREOF RA48S E0 TO CONTRACTOR BY h8DY5. A CC GWW SET OF SUCH DRANNSS PANS AD SPE, CATIONS SHALL BE KEPT ON THE PREMISES AT ALL TIES DURING THE CCUR5E OF CO 5TRUCTON ALL ORANAI 7,PIAN5 SPECIFICATIONS AND COPIES THEREOF FiiW -+LED BY H30Y'6 SHALL RH44JN KBDY'6 AND SHALL BE REMRNE D TO KEDY5 AT THE COMPLETION OF THE WORK, T06 ETHER MTH A COMPLETE SET OF 'AE-RM T' PLANS. ARTICLE 10 - METHOD OF PAYMENT 1. UPON SATISFACTORY PR06RE% OF THE WORK AND NENDY5 RECEIPT OF CaFLETBJ AID SOW PROS PAYMENT RbAE5TS,NEDYS NLL MAKE PAYMENTS OI THE CONTRACT EXCEPT HEN N KEUDYS OPINION IT 5 NECESSARY TO PROTECT NEDY'S FROM LOSS DIME TO DSfCTIVE WORK NOT REMEDIED CLAMS OR LE5 ON THE PREMISES, FAILURE OF CONTRACTOR TO MAKE PAY1•ENT PROMPTLY TO 9RCONTRACTOR5 OR MATERIAL 9PFLERS OR %6AT15FA4-TORY PR05(� OF THE HMORK. 2 THROUGHOUT THE COUR•'.:E OF THI5 CONTRACT, CONTRACTOR SHALL DRAM LP NOT MORE THAN FOUR (4) PR05RE56 PAYMENT R52JEST5 FOR SUBMISSION TO NEDY'5 WHEN `THAT PORTION OF THE NOW A55CGIATED NTH EACH FM5PECTIVE PAYMENT IiFiiIEST HA5 DE54 COMPLETED. EACH R5G:E5T5 SHALL BE S EVERTED ON HBDYS APPLICATION AD CERTIFICATE FOR PAYMENT FORM. 3. THE FIRST PR05RE56 RF IE5T SHALL INCLUDE A C.aft]!IE LIST OF Al 5UBC,ONtRPCTOR5 AND MATERIAL SSUPPLERS, W-LIJI21146, NAMES AODRES5E5 AND TELEPHONE E N 140e, USED FOR THE WORK 4. PROGRE56 PAYHB415 SHALL BE N FORT06 OF THE CC4WRACT SUM AS SHALL REFLECT THE VALE OF THE WORK IN RACE (LI'S6 AMOUNTS ALREADY PAD TO CONTRACTOR), LESS THE IONS RETAIAGE AND ANY AMOUNTS NECESSARY TO COMPLETE THE ➢WORK. 5 FORTH AND RNA. PAYMENT': 10% OF CONTRACT SUM SEAL BE PAD AFTER. THE RESTAURANT 6 OPEN. ALL FURMSFED C 16TRLCTION ITEMS (IIIIIDINS RANCH LIST)AM C.OTP.ETED AND ALL TEST REPORTS, CAEIZTIFICATIGN5, WARRANTIES, PERMITS AND FINAL OW16E ORDERS HAVE MEN 08.NERBD TO K NOY5 6. PRIOR TO RELEASE OF THE FINAL PAYMENT, THE FOLLA1,06 DOCJI•BNTS COMPLETED AD VALIDLY E)Eaq D MUST BE DELIVERED TO NEDYS. A. AL CORRfiG Y c.OT'(i.ETED5T5 FOR' PAYE -ENT RECEIVED AND APPROVED BY NE17('S WILL BE PAD WITHIN t Y-ONE (21)PAYS OF VOVC5 APPROVAL, EXCEPT FINAL RETAINAW DRAW MICH SHALL BE ]AID WITHIN FORTY FIVE (45)DAYS. 10. WI MTH5TAMY W THE ABOVE, NEDY'S MAY RPA50NALY CHANGE THE METHOD OF PAYMENT, *UWI S KTHIOV LI•MTATICKPAYMENT BY .DINT CHECK, N THE EVENT waw,6 I THAT ANOTHER t MOULD BE MORE PPoABNt. CONTRACTOR SW L PAY SLE W NTRACTORS AND MATMAL SUPPLIERS, IN A TIMELY MAINN-.R TO PREVENT MECHAN 5 OR MATERIAL SUPPLIER'S 1.06 BEING FLED ACAIN5T THE PREMISES, F NE VYS RECEIVE A NOTICE OF CLAM TO BE I9LED OR F A CLAIM S FILED AS A RESULT OF CONTRACTORS NK WAYIllOff, NEDY5 SFW1 HAVE THE RIGHT, AFTER FIVE M) DAYS NOTICE TO CONTRACTOR, TO TE,Y PAY THE FULL AMOUNT OF ANY SUCH CLAIM DIRECTLY OR INDIRECTLY TO THE CLAIMANT AND DEDUCT SAME FROM THE CONTRACT SLIM. CONTRACTOR WAVES ANY AND ALL CLAI°S OR CAU 5 OF ACTION CONTRACTOR His OR MAY HAVE Ac4%T PENDY5 FOR PAYMENTS MC H ARE TO M Y BE t IADE RVER THIS PARAGRAPH, N0D005 SHALL ALSO HAVE THE R*HT ArTD OPTION TO R5wf CRITRPCTOR TO PROVIDE IHEDYS NTH A BOND N5URN6 OVER SUCH LEES N AN A4CAI T AT LE T ONE AND OE -HALF TH5 THE AMOUNT OF ANY SUCH LENS FILED OR NOTICES OF I.EU AMP Siff TO COVER NBJDY'S H$'A INTEREST AND INCREASED COSTS AND EDP TO ENFORCE TH95 CAttTRALT, CONTRACTOR SHALL PROMPTLY DEFEND TO C2AX1.51OH 454DY5 INTENT AiSAIS EACH SUCH CLAIM ARTCL.E 12 - LIST L CWRACTOR SAl MEET NTH YEDY5 AND N80Y5 CONSTRUCTION M4NAEE2,5EVBN (7)DAYS BEFORE THE OF THE RESTAURANT IN ORDER TO ESTABLISH A FORMA. LIST OF COSTOWITION Ca IGRNGCS OW 'PUNCH LI5T7. F THE PUNCH LIST ITEMS ARE NOT CORRECTED WITHIN SEVEN DAY THERFAFTHR, NEDYS MAY HIRE AN IDEPEIpBNT CONTRACTOR TO PERFORM SAME AND MAY D T REASONABLE C05T5 FROM THE MONIES RETAINED FROM CONTRACTOR DRAW OR LET7E OF OREDTT/PEWORMANCE BAND; OR MAY BILL CONTRACTOR FOR 9" C.05T5 CONTRACTOR A6H TO PAY ITEDtATELY AIJ- 51" 605T5 BLED BY KBDYS F AN ITEM CAN40T RFASCHIN Y EE CORRECTED ATHN SUCH SEVEN (7) DAYS, TIE REASONS THEREFORE 5HALL BE E*FLAI N WRITM ON TIE PUNCH LIST TO MOY'S SATISFACTION. 2 THE PIKE' Tk2N OF A PUNCH LIST BY PeNVrS SHALL N NO INLAY NAIVE OR AFFECT ANY OTHER RENTS OF KNOT UNDER THIS COiIRACT PERTANNS TO W4j~IE5, LATENT DEFECTS EEO. ARTICLE 13 - CW <e ORDERS I. M CPS MAY ALTER THIS CONTRACT BY ADDICT TO OR DEDICTNS FROM OR OTHERN E MODIFYIN5, THEW W, MTHOUT INVALIDATING THIS CONTRACT. ALL 9JCH CHANGES 5HALL BE PERFORMED UNDEI THE CONDITIN5 OF THE ORk51NAL- CONTRACT, EXCEPT THAT NO EXTRA NOW OR MODIFICATION SHALL BE DOME OR PAID FOR BY NEDYS WITHOUT A HRITTE N ORDER FROM H3JDT°5 SIGNED i Y THE C35TR UCTIGN MANAGER. THE CONTRACT SUM SHALL BE INCREASED OR DECREASED BY A 4 A -MOUNT ACREBD TO N NRITM BY THE PARTIES PRIOR TO THE C,CMIMEIGBMEiT Of ANY SUCH CHANGE, HIGH AMCUNT SHALL NOT NCLIM MORE THAN M MARK-UP TO CON TOR. CONTRACTOR SHALL PROVIDE ADECNATE PROOF OF COST OF EACH 2 ANY EXIE51C 4 OF TIME FOR THE COMPFTON CF THE WORK AS A RESULT OF CHANCE ORDER SHALL BE AGREff TO N THE WITTED AUTHORIZATION FOR a" CHANCE ORDER. 3. ALL R5GUE5T, FOR PAYMENT UDER CHANGE ORDER MIST BE SUBMITTED TO NEDY'S NTHN ONE I'm OF SUE UANfIAL cct-FLETiCK ARTICLE 14 - Off kLT BY CONTRACTOR IF CONTRACTOR F AILS OR N EaWT5 TO PERFO4-4 THE HOW N ACCORDANCE KM THE CONTRACT, HEDYS MAY, AFT 21Z SEVEN (1) DAYS WRITTEN NOTICE TO CONTRACTOR, MAKE GOOD THE pEFIGIBICESi AND DEDUCT THE C46T THEREOF PF04 PAYMENTS DUE CONTRACTOR AND MAY ALSO TERMINATE TINS T BY NZIT TEN NOTICE TO C.ONTRWTOZ WON SUCH FALLIRE OR NE(N.ECT By CONTRACTOR, MAY EXERCISE ITS RISNT PRWIC97 N ARTICLE 5 HEREIN ARTICLE 15 - TOES NENDC5 C06TRU TICK tMNAf#R %W-L HAVE THE RENT TO IICIPWIT THE WORK AMID REJECT ANY MIRK NIICHI DOE l NOT CONFORM TO THE PLANS AND SPECIFI.AT1015. WELDCS ALSO WV THE AUTHORITY TO ST 1P THE MORK FOR THE P102ME OF FEWOWMIS SPECIAL INSPECTIONS OR TESTING OF THE IN THESE INSTANCES. Ill KILL 6WIT AN APPROPRIATE EXTENSION OF TIME TO OR 9MCUD ANY KORK 13E FORD FAULTY AS A REaLT CF SPECIAL NEFEGTIC5 OR TESTS TOR SHAD REPAIR THE PORK IMMEDIATELY AND PAY THE Fri FOR 5AD II5FBC1 15 OR TESTS SHOULD THE POW BE SAT5FAGTORY,MAWS WALL BEAR 9" C05M ARTICLE 17 - CACH RACTOWS ATTENDANCE CONTRACTOR OR I15 DESI6NA.TED AND CILAW.IFED REPRESENTATIVE, NTH RAJ_ AUTHORITY TO ACT ON BEHALF OF CONTR TOR LNDER THIS CONTRACT SHALL, AT ALL TICS GRINS THE PRLC41=6 OF THE WORK, BE IN ATTE3 ACE AT THE PRHMSE5 AND SPERVBW THE v4CW,cmYRACTOR SHAM CAARERkLY STUDY AND COMPARE ALL PLANS SP5C FICA T06 AND OTHER POTFZMT06 AND SHALL AT DICE RETORT O ME DYS ANTE ERROR, INCONSISTENCY OR OM5513N CONTRACTOR MAY DISCOVER. COMB, 6TOR SHALL DO 10 NOW WITHOUT APPROPRIATE PLANS,`fE *16ATIONS OR INTE RFIRETATi015. ARTICLE ID - PW MCITM OF NI)RK AND PROPERTY 1. C,OWRACTOR 5HALL CCHTRWL1.L.Y MAINTAIN AVBGUATE PROTECTION FOR ALL WOWC FROM 0AMA6E AND THE ELEENT5 AND SHALL PROTECT AND TAKE AL RFA5ONA13LE PRECAUTIONS TO PROTECT MENDVS KNIPM PP4PERTY',AW THIRD PARTY AND THE PROPERTY OF ANY THIRD PARTY FROM INI ZY OR LOSS DURNS THE COURSE OF THE NOW, 2 CONTRACTOR 9NAL COPY NTH ALL APPLICABLE R%E5 A 0 REWATO45 OF ANY RELIC, AUTHORITY KA .URISDICTION FOR THE SAETY OF PBROOS OR PROPERTY. CONTRACTOR SAL ERECT AND MAINTAIN AS R8pA2$D BY E ISTNG CONDITIONS AND PR06RE% OF THE NOW ALL R::A5CNABLE OfEWARDS FOR SAFETY AND PROTECTION, INCLUD W7 Pc6TIHG DANGER 5161,15, PROM XIMS 3AFETY FWJLATIOS AND N OI FYN6 ONC% AND LEERS OF AP44CENT MILITIE5 AND PRC 3. IF THE SEVER TY OF THE ELEMENTS MAKES IT IMPOSSIBLE TO C4)NTIL7= OPERAT06 N A SAFE MANNER IN SPITE, F ALL REASONABLE PRECAITIOIS,CONfRACTOR SHALL CEASE HOW AND IMMEDIATELY NOTII Y K80Y5 ALL WOW DAI-WED DUE TO CONTRACTORS NE:l-I:E CE SHALL BE RE4pVH3D AM REPLACED WITH 104 NOWC AT 0ONTRACTOR5 EASE. 4. CONTRACTOR SMALL PROVIDE AND MAINTAIN A MITER-T*W STORAV,'S£ SPACE, SECURE FROM TT$T, FOR 5T OF ALL 5G UPM 50 CALLED FOR ON THE PANS AND SPECIFICATIONS. ARTICLE 19 - ICE TY CONTRACTOR 5HA I INDEMNITY AND HOLD PE DY'5 HARM LE55 RRCIN ANY AND ALL LIABILITY, LAY D*W-t, COST AN P EXPENSE, INCLUDING, COURT COSTS AND ATTORlEY'S FEES (NETHER OR NOT LIT ISATTON H46 C ),CF MATEVER NATURE OR TYPE THAT Pf NDY16 MAY 91f ER OR INCUR 13Y REAWWOR A ANY WAY OR DAM M 5115TAIED OR PURFORTBO TO HAVE 8" SUSTAINED BY ANY PERSON OR THINS AS A RE9.LT OF CONTRACTORS ACTIONS OR OMMSCDIOS OR THOSE OF ANY OTHER PERSONS MO AT ANY TIE DURIYA THE GGUFSE OF CONSTWOTUON ON THE PRD46M LIDER THE DIRECTION, 5U OR SLATERANCE OF CONTRACTOR, NCJDNG BUT NOT L94M TO 5UBCONTRACTOR5, LABORERS AND MATERIAL 9UPPLEZ5. a ANY 3REACH OR DEFAU_T OF CONTRACTOR UNIR THIS CONTRACT. ARTICLE 23 - SPECIAL. C.ODITIOtS THE TTIdM5 OF THI5 CCNTFACT ARE SU6.6CT TO N8DY5 OBTAINING AL RENTS OF POSSES" AS MAY BE REGUIPW TO L59ALLY PERFORM THE WORK AT THE PROISE5. N THE EVENIT KEDYS S UNABLE TO TIMELY OBTAIN 9" SON, NEDY'S SHALL PROMPTLY NOTIFY C.4NTRACTOR OF 9" INABILITY AND THIS CONTRACT SHALL BE NAIL AND VOID AND OF NO FURTHER FORCE OR EFFECT. ARTICLE 24 - M15CE LANFA15 FROVISIM I. THIS CONTRACT 6 NOT A66:ICWBLE KTHOUT THE PRIOR NRITTSW CQi%NT OF NED'YS, AND CONTRACTOR SHALL NOT FACTOR OR FL.EXE THUS CONTRACT. 2 NO RIHT OR REMEDY CONFERRED UNJN OR RESERVED TO WBDYS IN THIS CONTRACT IS INTENDED TO BE E4CJ)5NE OF ANY' OTHER RIOIT OR REEDY HEREIN OR BY LAW PROVIDE, BUT EACH SIAJ.L. BE 0"LAT•VE AND IN ADDTICN TO EVERY OTHER R*HT OR Fe -WY GIVEN HEREIN OR RAFTER EX611N6 AT LAW OR N E,UITY. 3. IN THE EVENT OF ANY ccwtra Emem THIS CONTRACT AND THE DRm*c- i AND SPECIFICATIONS. THIS CONTRACT 5HALL 6aA5;? . 4. IN THE EVENT ANY PR0V151OL 4F THIS CONTRACT t5 FCump TO BE INVALID OR tkejz4RCEAW THE REMAINDER OF THI5 CONTRACT SHALL CONTNLE IN RAIL FORCE AND EFFECT. • •' - •ME,• - •• r•.• 7. TIME IS OF THE E56E CE OF THIS CONTRACT 1). THIS CONTRACT 15 BIDINS UPON THE. PARTIES, THEIR HEIRS SUCCESSORS AND APPROVED A56KNEE5 ARTICLE 25 - LIGUDATIED DAFMK#5 N ADDITION TO THE DAMAGES NBDY'S MAY RECOVER FROM CONTRACTOR FOR CONTRACTORS UEXCAF.DED DRAY N SLBSTAN[TIALLY ODKJETM THE WORK ON OR BEFORE THE Tt•E FOR SUBSTANTIAL C34i.ETON AS PROVIDED N ARTICLE 4 ABOVE (OR AS EXTENDED N WRITING BY ME DY'S). W3-DY'S SHALL BE ENTITLED TO R6C0v1ER LK,YJIDAITED DAMAGES FROM CONTRACTOR N THE AMANY OF 11250AO FOR EACH CALENDAR DAY THAT SUBSTANTIAL. C-Ct-FLF-TON 15 DELAYED THE FARTEES A&RUE THAT IT WCUA BE DFFKU.T TO ASSESS THE ACTUAL ANOINT OF ADDTIONAL DAMA6M FOR SUCH DRAY, BUT THAT THE STATED AMCOIT 15 A REASONABLE ESTIMATE OF SAME. ARTICLE 26 - NE#DY5 R6,HT TO MALT veVr5 SHALL HAVE THE RIGHT TO ICPECT,KM CONTRACTORS A6615TANCE AND COOPERATION, CMIRAGTOR'S BOOKS AND FNANCAL RECORDS PBRTANNS DIRECTLY OR IDIRBCTLY TO H%7rS, THE WORK OR WNITZACTOTR5 FIACIAL CONDITION, CONTRACTOR SAL RETAIN SUCH RECORDS FOR A PERIOD OF THREE (3) YEA'vS AFTER FINAL PAYMENT UUER THIS CONTRACT. IN MTN E55 NIt3RB OF, NBND'Y'5 AND CONTRACTOR THRC" THEIR DULY AUTHORIZED 51C,NATOR ES HAVE F..%ELUTED THIS CONTRACT A5 SET FORTH BELOt COWRACTOR NENDYS INTERNATIONAL, INC,. BY: BY: TITLES TITLE, DATE: DATE: CONTRACTORS AFFIDAVIT PURSUANT TO THE TERMS OF THE STIR ATTD SUM CONSTRUUCTICIN AGREEMENT DATED THIS DAY OF 199 BEnIEE N M3D(5 NTEWNATONA., NC. (NBUY'S) OF 428E K DL6LN-60AIM.LE RCLAD PGBLIK OH 4301E ATD (COINTRAC-TOP) FOR THE CC145TRUGTICH OR MODIFICATION OF A NBEDY5 CIA FA6HIOHFD HAMEIIRGBZ FACULTY LOCATED AT . THE UMED HAY A0Z91ES TO ABIDE BY THE FQLOWNG RE5TRCT06 AND REGUIRB•Ma A ALL LIE ITEM GUANTITIE5,UNIT CASTS AND TOTAL C05TS ARE EXACTLY AS LISTED ON THE FINAL BID BREAIWO N FORM AND CONTAIN NO KOM COSTS, WlWtVES, OR REBATES TO NEDY'5 Rt'5 Elll EES, OR IT5 SUPPLIERS B. ALL INVOICES WILL REi*rGT THE ACTUAL C46T OF V49M N PUKE BY 5115C.GNTRAGTOR5 AND OVERHEAD, PROFIT AND EXTRAS ARE EXACTLY A5 LISTED ON THE PAYMENT RBGW5T FOR N RAGE, C. NO INCENTIVES, INDUCEMENTS, TRI 5, KICKBACK OR MONETARY PAYMENTS OF ANY KIND HAVE BEEN OR WILL BE MADE TO KRDC5 OR ITS REPRESENTATIVES OR E F1411 ES FOR THE CONTRACT AWARDED. ANY SERVICES PERROR!•ED SEPARATELY FOR A NEDY'S D41JLINM OR REPRESENTATIVE MIJ5T BE D15CASEP TO THE 5460N33RNG DEPARTMENT IN WRITING AT THE TIME OF CONTRACT SIGNING. D THE AJNIMR�' AND HIS SL8CONTRACTOR5 HAVE HOT PROOVIDHD ANY CASH. meRCk1A vm, AHARD5, TRIES OR CONSIDERATION OF ANY KIND TO ANY REPRE501TATIVE OR EMPLOYEE OF NENO 5 AS AN NCBNTIVE OR AS A REQXROIENf FOR THE Aktwmo OF ANY CONTRACT OR FW4AASE RELATED TO THE ABOVE CONTRACT. BY= TITLED STATE OF: COUNTY OF e S& '.MORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF , III AMEtIDAb WTH 011i ACT (AL'A4) N EK G016711114 m c1EBCJCL6T It 6 Ike resippr tali d a e 6erterdcaruocwr to a wre aa each d ale Eolwwtrg Terre l5 aswed post" ad In carplkr talk ADA Regktkm and MOWS PIcg* 4r d Si ANY N7 ANSNER SKNA5 A VIAATION AND MUST BE CORRECTED AT THE CCINTRACTtOR'5 EXF&EE PRIOR TO THEIR REGE IPT OF FINAL c ;zAC7 PAYMENT. F Hi =4e 1%T '�Aa Dbcbw Pcrkhg Spares 1) Are ate requinea mbar d dIS&W perking spxes prodded as per tho basom da^t? Tow Spaces Acceeible I to 25 I sp" 26 to 50 2 spaces 51 to 'IS 3 epaes lb to MOO 4 eptxs5 101 to 150 5 spaces 151 t0 200 6 91 2) Are *scb ad pta'krg spaces a mwff m of ,w wide.> 3) Is there a ftrAy m 46' wdo awes able 01tawl bsb a two of the dlsd*d patting spaces? (a• at ata pome gsr skis I crij are dNcbled pakkg spas is mgafeW 4) Is Mane a 0*61 m EO' rNde access dyke On Cie passenger side d ay m HUa d dbabled ptarklrg Spaces? 5) Are tto d6cbled paturg epmft clo5eet 10 aka accasUs ertrcrrce cr In me' m* WoN crw d Mho paklg lot? 6) 6 each dwbbd parkig space corked nM Hte Irt&Yc*W OHSpWd Atccessiblllfy? Are 5•cp5 marled a eo" 67 to aka ca 11m d Ne "P 7) Are there ekj'I rea*9 'VoA Ac44"W of ft dboblod perktrg eii Wth a Wi 4cb access elm&? U Is ft mUh d aka Irerreling wixe d N* romp W N"wre - 15 th& V&ellg QNl" W.Wv6di ale pwW q NA? - I not, Is Re s" d the byNddVg su'fmo a madmen d w2? (Scpe isgiw, ca o raw d Meig l W lenga Lit aeore aiot fat awry IrrN d cerb heigd tte fkred 9M MA pwAde 12 irhes. EX., A b cub nitet h" 72' Ha-ed eAdeW L%'?9 6mrdCatroa ^ L'Obte Nbtary •Check K d,vled G) Ac"Wo "kr. salt Lake C 4 Utah m%m* C044 AWZ CHECJCLbT ACcm to Goads "d rS' NIAWS 1) Is ate hoW d ft cceh register caNtet- W or IONNe+'? 2) Is we d6kno room ate cMh recjeW cmlff, to ate flat raid the serp&tke a Hecht 42'? 3) Are all pHHmt: spaces on m awewM pah cA b-aMd bad _W v*W �' II P t u . � n t n logic � A' Q i 1 I� !tom 1 . . s J ' - 1 e. 4 A ,, s; V; t - N 2. 1 `.( ., 4) In ft restrom s, is Itwe a V circle or a T-#vVed 5 pae For a POWA taW9 o 4"Id dr b r~W are ' _ Q'q*t L 1"y r. 5OL CA A65 N di eeNla3 ';' POOR - CaR - 3.5 - TYPE. FLASYTC WHEN NET 5" A5 CLAY, FINE SILT OR SANDY LOAN MHfiA4 - CbR = 7A - TYPE: FIORD SILTY-5"JoS, OR 54I0 GRAVELS CANfANNS CLAY OR FIVE 5LT 5) One dltfrednkis ad fr"avdim strtPs IeMsl(lese tiar4'P GOD - CBR - 12 - TYPE+ CLEAN Slat) AND SRO GRAVEL FREE OF CLAY, SILT OR LOAM .�11 L . .,;',:: 6) Are ald es ad pdN+a)5 to qx&, cra Servv,es (Wctdbi J 4" bebsert tdAm ad dolirsd least MNI-1UM PAVB'ENf 36 wicN? POOR SOIL MFDNR4 501L GOOD 5C1L 6 COARSE ASPHALT 4' COARSE ASPHALT 3"COAR5E ASPHALT 7) k cup Vg Inv-o&, tkjat) -PM lVd searety aWlOd Rag edgesl' I'., '' . „ + k?AC£ BIiXR (IV AG6REGA.TF.) BASE (1�' A6hREt5ATE) EASE MAYBQIAL. (I y2" A66RESAIV A16 IY2" A66,R5CGATE RJUS Iyj' AGGR5GAT'E !'ILLS 1 ' ASPHALT tOPPN6 H) N raJses pihlLG aese, ae dlabeFafPt GATE-cistectd7le ltxcted rJUm 2P d IRE fiCNx a (MAXIIFM �` A,GGR6GeA7BJ (rIAxMAM' A(G(GRKaFATE) (MwartAM �- A[ `�A'Y�iATE1 NCjw Um 80', a pratrw" lees dm 4' Pratt the r41)7 CONCRETE PAVNS TAM tltsre axewble kV4& a bwls ava idoIo kt alldl&q aom (%noKb , na-t- c+kkq 90wkm dCJ . 5FECFfE LGATiON5 FOR ANY CONCA PAVING,RERED FOR TH15 SITE 15 TO BE VERIFIED BY AWY5 v#khequals% cfciltable topspvvId9d7 CONSTFWITM ew-oe t I (Accew" Rabies OLtaAtams a mV*n.m dear space wNalt dMWWfflW d-57 wia9 ad eAffarg 11 ITwdsr' Ue tdG1e. There aid be 2r d Wee h&4t cleaaxe betedt the: table de, meaxred tram STRIPINS AD PARKN5 BLOCKS 0* flaw AID a tleLcjt d W to 3V to Ate top d the tobie as measured km Ate flax.) 6snwolly CONCRETE PAWN BLC iCI* AND STRPM SHALL BE INSTALLED AS SHOWN ON PRAWNSS, ALL qued 0000e mod Ue68 mc PARKIW f '5 5HW L 13EMWW OF 6'-0' IN LENGTH MD A P-"UM OF 5' INHEL6Hr. ELOCK5 SHALL BE PLACED AS SHOWN ON SITE PLAN. STRIPING, TO EE 'TUF-TRW, OSHA SAFETY YELLOW, BY 10) U there Otte stars proviAed to a rased a %*m dnlrg aV4 OD bVLX6 have a Am-911p su^Face SOMJEB 1(AVALA&E THROUGH 511ERhaBN WILL ) (I oppik4woo (ARE1 I I) JM 9taks ha a artkaots ruts on both skies, WWI 12" mdensiae bepd Ire tcp ad bM m 5tak s CGNGZEfE CLRB5 SHALL BE POLL b' X IbF FORMED CURBS NTH EXPANSION JOINS OR 5" CUTS NOT tilkh ate rokowd Lo the rdla Mar (If oWicaMP ART. ALL FREESTAN:)W O2 INT69RAL CSHALL OFREWORCW WTH AT MORE THAN 20'-O" MURBS LEAST ONE M REIFORGNS ROD 6ONTWOU5. 12) Is Ih" a mwwm -W Nr 5er %&@ cuter ad)x6410 Ue cash r6051w cvwW rNch Is Ie Bare , c>ppenrce d Ve cash register carter Wth ro disabled ? LAtD5GAPIN5 IAECAF'E BIDDER SHALL SUBMIT A WRITTEN PRGPoNDS SN. AND LANDSCAPE PLAN TO THE OWNER FOR tD 13) Is we caWneR stad a macknm d 34" No .vlh a 24" eacimrn reach to the Ceterle Of the APPROVAL PROPOSAL SHALL IDEATE SM AM WIMBER OF PLAINTS AND DCALT AREA TO M 50DOW TwtiwItR dut? PROPOSAL TO SHOW LNT PRICES FOR EACH TREE AD SH IS PROVIDE ALL LABOR,MATERA.5 AID T EQUIFI NBOESS ARY TO COMPLETE THE SEEDING, SOOOWN' AM LAND5OAFE R.MJTNG, _ y.- -I EARTHHORK AND EX 6 AS SHOWN ON PROP1><5AL Peet Raxre " ',,,- Gf3�HZAL cOR ALTO R SHALL BEReq;O45IE.E FOR NSYALLIN6 TOPSOL TO GRADE AND AND FOR ALL 1) Is the cartdx d k,4rt 4er rtd6 as meatred kan bMd30' lld 14 b0mboms RO" GRACING, NO PAYMENTS INDCGCG OF CONTRACT SHALL BE MADE U -eS APPROVED BY OWNER N WRITNC>, TOTAL PPCV54 SHALL INC." ALL WORK INCLUDING, TAPES WHERE 2) Co both red roan otrate doers pe& l 37 Clem WM? ,I APPLICABLE 3) Is here of k hxA IB d strike side deaw" on the paside d the dwr? PLANT GUARANTEE AND R!34 ACB-Off ALL PLAMM AND SOD AREAS 5NALL BE GUARANTEED FOR ONE YEAR IP" DATE OF N5TALLATIGNL 4) DO all f Awm have 30' X 46' clow floor spxe C" fa a fCt,Cftd Cr pCcdI&Icwoacri? ANY PLANTS HOT IN SATISFACTORY` VIGOR SHALL BE REIt1ACED AT NO ADDITIONAL Expem E TO OWNER. 5) 00 skp LtIANd mooed Wters, Braille, and syrbdd dCCEE UM? Are O" WwW do Ate W" site d dax of GOP exactly ® meaftme! to U1e cwtw*e d the sig8 I VTLITE5 A. THE GENERAL CCH RACTOR SHALL R1R45H ALL MA71321AL5, LABOR, TOOLS, TRANS ORTATiOM 6) Is Ud dex Hidh of Ate mccesEFe stand" d kat 32'? NGDEM NTAL5 AND R.RtENANCIES TO COMPLIE E IN EVERY DETAIL AHD LEAVE INWOWNS ORDER ALL UTILITIES CAVED FOR HEREIN AIDKJR Sty ON THE CONSTRUCTION POUR Etf5. THIS 7) is the =essbta "dx r atvla G a*X" ad 50-410 kg rtih a 3 5ecad mkimrrt sweep RXU05 Off 6 HOT LIMITED TON STORM 56"ER, SANITARY SEWER, WATER SERVICE, GAS thm? SERVICE, EL.15C, IG 5BRVCE, ROOF DRAINAGE, ETC. H) Is aceseble sUl dax twYHae sldrg or I MHtkg. wIh a larc)e WK lever? 2. ALL UrLITI 5 ICLLD145 E50TRIC SERVICE TO SIGNS VAL BE W7 SrM WORK AND BRaXG14T TO WITHIN FIVE fT3:l' OF THE BUI.DIN5 PERIMETER. . T is the acemkAe stall 5' wtdd X V deep? - 3. REipUIRCD GREASE TRAP Rff"A&6 OF LOCATION SHALL BE C.ON51DB;W PART OF THE 10) Is the Bids gcb br marled on the neavet SW rod in a Frnaatd P 010n at .A' - 3fi dbovee Ate BULDIN5 COST AM 50 RBPF,GYED N ALL BIDDMS. fixt? I I I I I I 1 .'1 4- THE CELEPAL CONTRACTOR SHALL VERIFY ALL TAPS AND fiRNISHi >•+RH I+ DRANNCl REQURED is Ue slots gab Oar d font 47 lang. Darted at a m xii0h Of 17 From the neAr rdl, ad PRIOR 70 CONSTRUCTION. eAerdkg W ofton from We near wall Is Ate rew 9-cb bar fowled Ina ho a MWp iAlon at 38" - -V above the flan? olvem 3 - GG4l" Fi144F.H ALL LABOR, MATERIALS AND f�7N•MENT NEC.ES5ARY TO CO4PLM ALL CONCRETE WORK Is Ute rear crab bx a mkdmm d 3W kxg ald ntowted at a macimm d 6' from the (eamt INCLDM EXCAVATION, TRDU**, FORM WORK, REIFORG NS, CB,oft PNSH AHD PRECAST Okla Pal? CONCRETE. Oyes Uts row g'cb bar dim space for fke}w gVpk3 belao ItE bottom d Ile ba ad FOOrI 96 '. the idiot tMQ 1.REFER TO DRA Neatt, FOR 505, SnWo AM REILFCRMEN EARTH TRENCH WILL BE PB3NTTED FOR FOOTi456 F CONDITIONS ARE FAVORABLE 540M OF TFeXAE5 SHALL. BE CNE.AN, 11) 15 the dd=e Irom IRE rea+ed tide vemto the certerive d ow, told lam? EV3. VEiRTCAL, AND TRUE, AHD BOTTO.S SHALL EE LEVEL, CLEAN AND WTHOUf FILL. 12) Is the tdbt paper depermer mw4ed at a 44' mutmm twigpt or a W' Mli tm ad NF from 2 RBIFORGNS SHALL BEUNPAINTED,AND ULOOATBD FREE FROM FAST OR SCALE, AND SHALL BE rea vial Co lea9kg ecrp? CLEANED AND STRAIGHTENED effa;E MWS SHAPED AND PACED N POSITION, ACCURATELY - P051TIM R MORSEMENT AHD 55CVRW AGAINST DISFLACEMEW, YN E TFfEkE 15 DELAY IN16e dmvcme pr AcW to the gYb bw IMWW drove the gab ba? FOUMM RE-IEPEGT REWORCBEWf AND CLEAN OFF ANY DRIED GB4EHf,M�tORTAR OR RUST. 3) Are he red norm owema-ies (papa tavelad socp d weem) mmtad d ALLY msdmm to FJcjted ..,. 3. ALL REWVRCEM154T SHALL M OF SIZE AND SPACM, AS, CALLED FOR 04 TIE MAKINGS OR AS Opmwe P2t? PER LOCAL COVES. Is the mkmr masted at 40' to tbttm of reFbctkg SdOW. ' 'SLATS AND �TM6 I. 3," PSICOCREW NABS TO BE RPNFORCEID NTH bgjrml4,011.4 WELDED ME FABRIC IETALLM 14) Is the tekj't d the ktertled acew&Ase W4" 34' maxlnu V N A MANNER THAT PLACES IT N CB4fER OF Ttt SLAB (LAP ELR'f5 6') DL.7Ef�TE.` FIBERr£3HP OR BOUN.,A t00% HO MOPOLYNHR VIRGIN POLYPROPYLENE FIBRILLATED FIBERS CONTANN67 NO Is 2T d Wee dmxtxe Rovided (as WDMN d hW IM HOW to Ate b0ftM Of the 911*R EASED O EPN MATERIALS AND ARE SP6GFICALLY ENGINEERED AND MANUFACTURED TO AN OPTIMUM GRADUATION FOR LSE AEI FBROIA5 REIFORCEMENT FOR C.00.fE'IE. Are tFrE pipes wrtppsd2 2 PROVIDE CoNrINICUE, 6 MIL. V153JIEW VAPOR BARREN ON LIEVIEL 4' GRAVE. BA5E UNDER ALL "5) b the u'kidi 17' mxcMnm to the rim? Y BUNDLING '.LABS LAP[DOES A! AND ` fTIRN LAP AT iWV15). .. Is the hekjt to the Hush vdVe 44'.rerxMnn? '' 3. ALL C.OtCRPTE PCX7�G SHALL BE PORED LEVEL, EXCEPT WERE FOOR DRAM OCCUR,IN WEIGH. CASE THEY SHALL HAVE A 36 TO 4W RAM SLOFPD TO DRAKTOTAL SLOPE S Mt)T i0 FxCr 7 1 ffi Lte dNcrce kart! Vts bark vcilto Ue kat mcet d ore w`t010m 14'? %4` BELCH FLOOR LevR- Is RIB clew" r4o dthe dot w mk*** 4. THIS CONTRACTOR SHWJ- &MD INTO CONCRETE PIORK THE FOLLOWING MATERIALSWNCN ARE ,. i FURNISHED BY OTHER TRAM .AND 51WL BED AM SBOURE 5AME AS REQURED. 16) Is Ate teyt to Ie tap d tte trier cheat seat Wbv8W IT - t1r? A ALL PUmBNIS AND SYRUP LIE5. a EGTRIG CCHWT, COCRETE R450M HAW, 17) b LIE trCBFI car open tdppeUt ANC -HORS, POOR CLFS, 51 FOR ALL PFIW, ETC., AID YVFB4 NECTAR® FOR ALL CORER TRADE5 ANCHOR BOLTS. PIA11 5 ETC, FOR ALL GQAPM EHT. 16) IB ft tad chyd- rmemed (rot to P vkudE DOLE thm 4" Trom voll wiace$ ' ... 'SICIECAM RA�qN 4pOD M AR ETILRANED GOY.THICK, BR" 4- THIBROOM FLASH SCORE WITH-%. DEER CONTRACTION JOINTS INTO APPROXIMTELY 4'-a S2WP.E5 AS SHOWN ON DETAIL ON FOUNDATION PLAN (SWEET V SIDEWALK PAVERS I BY MEN WORLD PAVERS TO BE (zm (2 ') C>R Ecm (3 W) THICK, GererdCatratcY ate 9 Ai, M O RCIE CONCRETE PAVER RED AND a"COAL CO.OR5 'ANYYGUE UB47 AVALABLE THROUGH C IELL ist� APPROVED YJIEchJiSt SOpplled by AaeefiAlallbJ k4., rSO. I.dee GIy,1JNdt ` a SUfPFPLER LIST). A 4' CONCRETE SLAB OVER 5TCME BASE KS RECOtfNDW A �' INCH BWM* COURSE aSAND SHALL 1VK 0Id1 2 - SITE POW BE SPREAD OVER THE SLAB. (SEE DETAIL, SHEET 2). A STANDARD a CONCRETE CURB SHOU D BE EXCAVATOO, BA.KFI LNG, GRAOMG INSTALLED AT THE DRIVE AD STEEL EDCGE RIESTRAWS IF" FOR TRANSITIONS PATH LANDSCAPE I. RBML'YvE ALL V6GETATIOfy R(3PU5E OR EXISTIYG 517tIX.TLRBS IN CONFINES IDS OF BU IDW.:. BEDS AM COHCA .ETE WICKS THE PAVED WALK SHALL.SLOFE AWAY FROM THE BULDI5 AT CONSTRUCTION AND PAVNG AREAS PRLCR To GOM -fW-e4 T OF WORK. APPROXIMATELY W NCH PER FOOT. 2 EXCAVATE A5 REGURM TO PROVIDE SIFFla641 WOWN5 RQOH FOR THE LAYING OF PAVING FQAWDATION WALLS, EXCAVATION FOR ALL FOOTNJS TO BE DOWN TO UD67URBED EARTH WITH A 5FEOFIOATLON5 FOR ANY (XNGRI IE PAVI6 REWRED FOR THIS 51TE 15 TO BE VERIFY BY WBDY'S MINIMUM! DEPTH A5 SHOWN ON DRANNSS RAMS OTHERWISE GOVERNED BY LOCAL COM 1. C4ONNSTRLICTIa4 IEN51M M;2 3. N THE EVENT THAT ROCK IS ECOINtEREP N TILE FQ.NDATION EYCAVATICKAM IF THIS ROCK CONCRETE PADS MIST BE F0 VED BY DYNAMITE OR COMPRESSOR, THE OWNER WILL REMEUR5E THE (3 ACK CLTt.REM PADS AT PICK-UP WNX%N AND ORDER STATION (RE3P73Z TO SITE R.W. CEMENT OR CONTRACTOR FOR THE PRECETHtMNFD C05T OF TtEf.E OFERA.T'IOS. MORTAR SHALL BE NHEGRALLY COLORED WITH "WN)Y'S BACK CJHEMFNT',A DRY PREPARATION OF COMMERCIALLY PURI!, METAU.K, Pr*t%M OF HIGH TTL'TORML. S1REa5TH, CURE AND SEAL WITH 4. BACCKFLUt,* OF WALLS N INTERIOR AIEA5 WERE C.GNO'ETE SLAB Will BEAR ON GRADE SHALL %SAFE-C IRE AND EPX",AL N STRICT ACCORDANCE WITH THE DIRECTIONS OF THE NWtPAC,TURFR THE Be GRITS OR BANK RUN GRAVE., NU COMPACTED, BROUGHT TO A S 05RAVE OF W BELOW SPRAY -CURE GCMP WY. MADISON, OHIO 44057. A TRIG. SLAG SMALL EE "AM U5WY THE FI85H PLNCR LIE. SANE MATERIALS THAT ARE TO BE USED ON THE JOB TO A555URB OWNER ACCEPTANCE 5. BAOKFLLM OF EXTERIOR FaMATION WALLS SHALL Be CLEAN GRAVE. WELL COMPACTED. BROUGHT TO A SUB6RAM OF V BELOW P945H 54054A K PAVM DI4T54N 4 - MV6CX'RY PROVIDE ALL. LAB I-%TERAS AND BOUIPME T MCC@56 W TO C04UTE ALL KASONRY WORK 6. BAOKFYLiN5 OVER UrLTIES WAID46 L14UR PAVED AREAS SHALL BE OF GRITS, INCN.LDINS S7RIwTURAL STD, WALL TIES, MASONRY WI F ORC445 , ETC. 7. RE1 AI VER OF SITE SHALL EE GRADED TO ASSURE DRAW-f OF SURFACE WATER FROM BUILDING. GENERAL 1. ALL WURK TO EE LAID TRUE TO DIMENSIONS, PL", WLPR.E, AND N BOND OR PROFERL.Y H. REMOVE AND L56AU.Y DISPOSE OF E:WB55 SOLS FROM THE SITE AM 40RM ALL COR5ES SHALL BE LEVEL WITH JOINTS OF INFORM WIDTH NO JONT5 510a TO OF'F. 8 Map EPBGIFID 51ZE, AD F NEGE`f..AARY, CLIi k37 COURSES SHALL BE FRdJL M LEVEL 9. GRACES NOT OTHB41N. E 1"ATED ON THE PANS SHALL BE UNIFORM L"15 OR SLOPES IAt BETWEEN F201M WERE ELEVATIONS ARE 6MX ABFI,PT CCHANSe N a4PE5 5FWL EE NLL- 2. FERFOf44 ALL MASONRY WORK N ACCORDANCE WITH BEST TRADE PRACTICE5 BRACE 'GREEN ROUNDED THE CONTRACTOR 5 5181E FOR FU5TVE SITE DRANAGE. WAU.5 AND PROTECT MORTAR FROM ',:SWIG, -GUT' AT DID OF DAYS NOW INSIN& RACKS, VEIGHTED CAMAS. OR SIMILAR MEANS TO COVER WALL COOPERATE WITH OTHER TRADES N 10. SOL5 TEST SHALL BE PBRFORLED BY THE CONTRACTOR TO B45URE SOL MEET 3px PSF DE SIGN JOINTLY EXE0AW WORK AM EMT -IN LTEMS. PATCH OFENNCI5 A5 Rfi2ARFD FOR PASSAGE OF 5T�TH. CONTRACTOR SHALL NOTIFY MW5 IMEDIAIMY F EX4AVA71ON ON ANY PART OF hEGHVNGA. AND ELECTRICAL TRADE5. WCORED' UNITS MJST BE USED AT ALL W'0"S AND OR THE SITE REv6N.5 FILL OR GROUND WATER. ` : SEWN-EXFOEED CONDITIONS CrF BRICK ROHLO CK CAPS, SILLS, ETC, SIZE AHD VOCATION SHOWN 04 : , ' Ca5T'RLGTION 00CUMBafS. x 11. SITE FILL SHOULD BE NON-OPZW4IC SOLS COMPACTED IN LIFTS TO A MRIMM cif% STANDARD v ALL LINTELS SHALL BE OF SIZE AM SHAPE AA6SHUHI4 OR PUDTBD CN THE CR.AHI4Y AND 5HAll BE PRC)CTOR DEDewy.3. (5 =- :. , �� . , r. A� , E. aI `. .� 5TRI10TURALLY SGtID FOR THE SPANS AM LOADS RNCXVL3D. fi� , . .,. Vx,', ._1 .. ' M. - a . .' L€ ASPHALT PAVING ' RN ALL PAVINS SHALL BE 15TALLED IN AREAS A5 INDICATED ON 54TE RAN, PAVE'Saf DIESIGN SHALL 4. BALD INTO MASONRY ALL KokTFRA 5 iiWIStIFD BY 6fHER TRADES, SUCH A5 AMYLM ANCHOR VW 50L GODInONS WLBDY'S GOMSYRLGTON BGREER RE%M00NfS AND DETAIL-5 ON SITE E30Lt5, PASFIJGG, 511E.. INfE.S AM tfiRvAM4Nb VBNfS SIFLPVES, DOOR MISCaJAMEOU5 FLAK1-11111-1'' M STEEL H ANCHOR°5, ETC. < 3 y, ep n A :` A xs z c. ...-' ate.,."'w '1� . tP { i + . .mot-. �. 'b` - a S: Y _. . Ir "A :� ' A � Lfi ^YVY. b,�i.,n ..,..r'h9W.mry ss.+c w s, e.v.a"'N ".. . . " s . ,.. ."nrsa. r. �.. ..e._w .. u..w _.. , i _,: . CALL... ., 9.5. ...es ,.I .m.^itllFY '4. .aka+ u. n.lw..o �x ... .. ..n NALNG SCtEC'dA.CS AID COMEC71OM DETAILS tEL BE PROVIDED TO E. ALL BRICK Ti EE LAID N A RLAdIL'S E3OCH PATH ALL FED BRICK TO M4£T ASM G-2IEt TYPE Fi35, ,.:3. SHOP CRPL"1A'Y�G, GRADE 5W ACC45N BRICK TO MEET ETHER ASTM G-216 OR ASTM G-652, TYPE 1B5, GRAVES N-L CONTRAGYOR ALONG WITH SHIPMENT OF EVERY CROW. 6. ALL OR" T BE LAID NTH FULL MORTAR N THE BED AND HEAD .EOINTS. 4. TRS JOIST COW)RATION HILL ALSO BE E.PFLY1NG THE MICRO-1/a1 OR 64%-, LAM LVL BEAMS AS NIVATED ON SHEET H OF THE DRAWINGS, ,oll 7. CONCAVE i JOINT W*6 A TOOL OF IA%M THAN Y' DIAMEIFR. ., ,:" .., .'' FMSH C.ARPMRY H. WALL TIES aE OORR r-AQ® MASOR'C 5TRAPPNS. TIE5 %"W E'.E FAO(-OFMP pu RNSH ALL LABOR AND, MATERIALS TO COMPLETE ALL WORK INDETR THIS `.BGTION A5 INDICATED ON GALVANZED N A CORVANCE WITH ASM A-153 CLA95 B-2. DP.4I455 AND DESCRIBED N THOSE 5PEGIFICATv'& q. WEE' HOLES HE AT LEAST EVERY 24'. ALL HARDWARE DIMENSIONS ARE TO BE MET 5tTr AND HOT NOMINAL 51ZE. MA7B21AL FOR INTERIOR FINISH SHALL BE A6 FOLLOWS: 10. FASK% TO I E FLASTIC COATED ALLI IHJM BY DUR-O-WALL OR THIN COATED COPPER BY YOM FlAASfINYG. THE SHOUD PENETRATE THE BRICKWORK AND BE TRIMMED AT THE AOW4G ROOM TRIM - ALL STANBD TRIM 5fLr RED GMK 501BARE STOCK . , CC"125I01,1 OF MASCARY WORK, WITH EASED EDGE5. -11 I I. CLEAN AM PC IT ALL BRICK AND CONCRETE BLOCK WORK AT END OF EACH WOWNG DAY. AT THE &GgNTERTOH5 TO BE FURNISHED AND INSTALLED BY KITC4-E4 6GIUPMENr aPPLER CCf-PLETION OF VORK A5 AN BNf9RE[Y, W?f WH3.15 'THOROIJOFLY AHD GLEAN ALL EXPOSED 5CRAP68 M METAL , i t ',;.: i' " ` "�, . ', � � ,: � )�- �' z, ,•=w 7 e.� v m = -""'t',` ��:�" '*. '%�'�'` " y `,. �. �.n . 11 BRICK vow Wn CLEANER AND STIFF BRISTLE BWf.�. HD METAL , " BR.OES SHALL IF" ON ANY TYPE OF MASORY, CLEANING AGENT SHOW BE A5 tNALK-N STORAGE RECOMMENDED M BRICK MAMNW,TLIM;2 PL.ACt3-EHT OF PRE -FABRICATED, WICK-N FREEZEWOOLER/DRY STORAC-E SHALL EE PART OF THIS CAOWRAGT. LWT PILL EE SUPPLIED BY OWNERS AND WILL BE SHIPPED DIRECT TO STORE LOCATION MORTAR FOR FAf BRICK WTH ALL 1NGRATN5p AND PREOTHON CO ORPINATID BY *PtIPRAL CONTRACTOR AMC, WALK-IN '...,, MORTAR SHALL cE PART c&-off (PORTLAND CB"E4f,A5M C-150, TYPE I OR 3). ORE PART LIME ER. T WILL BC.4E SHIPPED FLETE WITHTH HARDWARE AND ISTRUGTICNii. FLOORING, . MAKFACTI,RUNIT (HYDRATED LINE kSTM C-277. TYPE WAND FIVE: PARTS SAND (A5M C-144 AND RNABLE WATER). W N FF4fAR 5 PREFABRICATED. FLOORING, N COOLER AND DRY STORAGE 15 OWRRY TILE BY GENERAL NOT USE AMM M N COLD WEATHER, HEAT THE SAD AM WA'TEP- F TEMPERATURE DROPS TO C.ONTRAGTOR, INSTALLATION OF RERICGERATION TO BE C 0RODA.TED BY a ll RA_ CONTRACTOR AND 30 F T STOP MASONRY WONT mir,-N NMNJFACTURER AND 5.15r, RICAL HOOK-UP BY B.BGTRCAL CONTRAGiOR, SEE 6QJIFMBNT PLAN OF THE C26TRAOTION DDCLIMIER . MORTAR FOR IT FACE BLOCK TO BE TINTED TO HATCH BLOCK .,1., , '%' f , n ``J' .`e ici'"`'S :z r .,. rtty- P�^-"., k.S. ,a FACE BRICK 15 B1R.DNG FI 1W DWN,UI m T - m GQTEUOL . 4' BRICK VENEER BY GENERAL CLAY , COLI -EU5, OW P AL COWOM BM OF THE MANIFAC711REF S f2OCANG SYSTEM SHALL BE PRODI1C75 OF THAT STANDARD: IN&TaN BLED MODI AR 3V X 2%' X V WAFAGTU ER.%eoTTUTE5 OF THEIR RELATED MWTTRIAL5 M5T HAVE PRIOR ACaMANGE BY THE 4' BRICK VO4MR BY GLEN GERM, IBERUA,CHIO MANUFACTURER. ALTERNAM RC ANOOD MODULAR * X 2y' X IV ANY DEVIATION FROM MANUFACTURERS SPEGFICAT'NCMRG AND ISTALLA7T(N INSTRUCTIONS SHALL VEND 5FUT FACE (STAMDARD BULDNS FISH) ANY WARRATY 6SUANYE UN. THE DEVIATION 5 APPR.OV67 BY A ,LILY AUTHORIZED SPLIT FACE 13Y OBERFIELP5 CONCAM , CESA KARE, CNIO a RIEPIM5 TAT1VE OF THE MA tFACTUFER INWRITW. - . srxA t 'M STALOARPt a.MBLIFF MODULAR 4' X er X le SNS.E SCORE SOLID SHOP DRA"IN65 ARE RE APED FOR OR062N5, MANUFACTLIRM AM FINAL REFECTION OF THE ALTERNATE t BLFF MODULAR 4' X ,V X le SOLID (N/O SWAZ 5COREJ ROOFING SYSTEM. ALL SHOP DRAWINGS SHAD. INCLUDE ROOF CURIE, SIZE, ALL ROOF PEMRATION5 W AATIC N TYPE AND TW-KW 5 PIECE LAYOUT AND PARAPET LOCATION. CRGIE RE DIV151Ct1 5 - MET kLs AM SHOP DRAmIGS SHAD EE AFFADvW BY RCOFM MANUFACTURER AND ASSIGNED A FROVVE ALL LA OR,MAT621N.,AND BOUFMENT 16CE995ARY TO COMR-M THE MSCELLA EqU5 MIAMJFAGTURER M-BER . It,, s _ _ ,�E, a' . " STRUCTURAL. AND DECORATIVE META. 04 M INDICATED CIA THE DRAWNGS. N1 MATERIALS TO MEET ;, ;14k' I l L .. ASTM A-36. DELIVERY ALL ROOFW AND RELATED MATERAS SHALL EE DELIVERED TO JOB SATE N ORIGINAL PACKA6I49 AND PROVIDE AL. 51F XTUR& STEEL M 8,M% AS INDICATED ON THE DRPWNE6, ALL WORK 5HA.1. BE N ALL SKFF%46 L.ABB-5 WAIT. F ANY SHORTAGES OR DAMAGES ARE DISCOVERED UPON DELIVERY, W ACCORDANCE WT 4 THE STANDARD OF THE NDU5TRY AND ALL. LOCAL Chi CODE5. NOT ACCEPT THEM UNTIL. THE FREIGHT AGENT MAKES A DAMAGED OR SHORT NOTATION ON YOUR FABRICATION W,L BE FURNISHED TO THOSE TRADES PRIOR TO THE DWIT10N OF THEIR WORK BY FRBGw BILL N GAGE OF CONCEALED L056 OR DAMAGE, IT 5 IBGE55:ARY TO NOTIFY YOUR FREIGHT THIS SUBCONTRA4 TOR FOR PREFER INCORRORATILN INTO THEIR WORK. AGENT AT ONCE. 1. SHOP SUBMIT FOUR (4) SETS COP SHOP DRAW" TO THE ARCHITiT FOR APPROVAL HANDLING, AND C,tfCKW A 5 REQARM. THERE SHALL BE ADEQUATE PERSONNEL AND E0111MBNT TO LIFT ROOFM MATERIAL FOR PLACB-ENT ON THE ROOF TO PREVENT DAMAGE TO MATERIAL. THE MATERIAL SEAL BE DEPOSITED 2 PROVIDE ANCHOR BXTS AS INDICATED. ON THE ROOF HEAR THE BD5 CP JOISTS OR OTHER ROOF LOAD HEARING, ME-EfiRS OF THE B ILDM FRAME AND CONVaWNT.Y LOCATED FOR FINAL R XMEHT. 3. ALL STRUM METAL I7EM5 TO Rfi:EiVE ONE COAT OF RUST INHIBITIVE SHOP PRIER. STORAGE WR.aUC tt IRON R JM (0)TIDE - RBCJARBD) ALL RI) FINS MATERIAL % J. BE STORED N ORIGIW PACKA6145 TO PROTECT M E GNOME FROM PROVIDE IRON RAILNE6 AS ILCATEt ON THE GR.AWIYIS. RALW6 SHALL BE COMM GEYTNG WET OR EEW"7 DAMAGED AND `.COILED. ADHESIVES AND SEALANTS SHALL Be PROPERLY NTH ml3W& Posy 5, C:OR4F.R5, RA499M H05E SHOE AND FITTIY,{. RAIL DE516N SHALL. BE ;� 5TGRED AD PROFELTED AS RECOMMENDED BY THEIR ~ACTIVE %. SCUARE TUBW i T b O.G. TOP RAIL AND HEM. P05T TO BE I' 52LAM TLBM (FINISHED RAL TO 13E PONDER COATEC SAFETY RED). OVERNIGHT COVER A TEMPORARY WATER `'..EAU SHALL EE R`RFORI-W EACM NIGHT TO AVOID WATER FBNETRATI65 WROUGHT IRON 5 RFIENTIME RAL (NIEROR) L*004EATH THE 16TALLM MEMBRANE AND CAUSNG DAMAGE TO THE BULDNS AID THE PROVIDE PRE-6 ICATW SECTIONS, OF FOHOER COATED W41,&iT IRON RAINS, RALM5 SHALL IN5IAATION BEANS LEW. BE C43-FI TE Hr DESIGN SIALL of 4 I' Sa ARE UPRIGHT P0575 WITH FLJAMSED H0 E 5HOB AND FnlT<* , RAIL �" 5aWRE ROW WITH TOP �' X 1' CHffl4a PRE -DRILLED TO RECEIVE 2 x 4 A ISTAUATIGN: NTH THE tj B- M EXTEWE D OVER EXPMB4D INRIIATION (F USED%5ET INTO A SHAPED OAK. Cj > (STAIN 5-1)5TAWA90 PAL FINISH RIVER TO SI$T 615 AND I WO WATER RIES6TA4f, HGH-Brr"OS EENAHT, CE6QELY APPLIED AVER A DIET, GREASE , 5aEDV15 FOR ALS) AND MOISTURE FREE 50%TRATE. FASTEN 17 ON CIENTER U5N5 TER INATICN BAR ROYJPNS AND SHi£T METAL olho ON b - CA Feaw FURNISH AND COMPLETELY INSTALL THE ROOFM 5YSTB-1 PER HE DY'S APPROVED SFP.IER ROL16H CARPUM Y SPEGFCA.TI05 AND "MR,AM15 AS OUTLINED AND FUfRNEMP BY THE %PFI.IEiR. TIRE ROOFM FURNISH All L,,E A DR, TOOLS, MARENT AND MATERIALS W5 TO COr FLM ALL NOW LI DER THIS SYSTEM SHALL E3E INSTALLED EXCLINVE LY BY A K*WAGTUq'42 APPROVED APPLICATOR. FINAL HEAONG A5 INDIATED ON THE DRAWI466 AND DESCRIBED N THE 5PMFIC.ATICTS IGFBGTION PRIOR TO WARRANTY E£{WLCE SHALL BE PERFORMED BY AN AUTHORIZED QUALITY CONTROL FED MyFBCTOR AS FOR CURRENT SPECIFICATION5,116TALLATiON AND W-PWTION PROVIDE AM M JHYAW M*VRARY E3•CLOB !%AV BARRICADES AS IREMU 150 BY 60VIRMN6 POLICES. LOCAL ORDINANCES. PROVIDE TEMPORARY DOOR AD NDC/A BrIA5URY5 AS RBQARED. ALL INTERIOR FF 44NS TO BE BTHER 3W METAL STUDS AND 5W METAL STUDS, OR 2x4 STUDS W SURFACE PREPARATION oic. AND 26 5 IEr ol(. LXJLBI.E AT OPB*05; AD IRR.E AT COS AS SHOWN 04 PLAN. THE ROOF SHALL HAVE AN ADEQUATELY PREPARED SURFACE TO RECEIVE THE N5ILATICN, ROOFM HEAVERS TO BE W WTH TWO (2) 2m6`5 56 ON! W6F- ALL OTHER OPBOW TO BE MAILED CH AND FLASHN6.PRIOR TO OEET OF MURK THE APPLICATOR SHALL ASPECT THE ENTIRE AREA TO BE ROOFED, AND ANY OffEGT5 AND DOPER CONDITIONS AIFECTW THE ROOF 96TALLATIO4 51W.L BE CORREGTBP BORE APPLICATION OF TIE 145ULATION. STR ICTU RAT. 1. ALL STRUC LUMBER SHALL. BE GRADE 5TAMGFA PER STANDARD GRADING RIMSULEY WOOD DECKS OTHERWISE STRICYORAL LUMBER SHALL EE SOUTHERN YELLOW PNE No.2 KO 1% INTERIOR ROOF SHALL, BE CLF.AM SMOOTH AND SUITABLE FOR ACCEPTANCE OF THE ROOFING SYSTEM, REMOVE! NGNCE',ARN6 ,ALL WALLS SHALL BE STUD GRADE. AND REFLACE ALL CBTERIORATED WOOD NAI ER5, ROOF CURBS AND 5QJRED OR BADLY DETERIORATED ROOF IL5LL.ATMLAY .)CANT OR CRACKS GREATER THAN I/4' SHALL BE REPAIRED 2. RYWUODEE RPA GRADE STAMPED, TYPE CADS 5 FLY WITH EXTERIOR GLUE UH.B56 OTERr§SE PLANS. ka, tTHE FE•1BRB A E MATERIAL SHALL HE N ACCORDANCE WTH APPROVED MANFACTURER 3 ROOFD SHEATHING SHALL BE IFPECTE3D PRIOR TO FLAC845 ON RCXF. SFIBSVICATIONSS. .t.:., ._ . 1 4. PRE -DRILL HOLES FOR Xd AND LAP45M HAILS AND LAG BOLTS. RELATED HA7iRIAL5 . I. DRIP E�,GRAVE. 5TCP5,OOP1455 AND 60WN 32 R.A5FIN66 TO E'EtATIBLE AND 5. TYAJBIF TOF ELATES ON ALL. EXTERIOR AND SEAR15 PARTITIONS MOT OTHERWISE DETAIEVt INSTALLED AO40WW TO ROOF MANFACTURS;!S SPECIFICATION.. F PRODUCTS USED ARE SHEET PLATES SHALL L P W-a M WR41H AT SPLK% AD HAVE 6-16d HAILS MINIMUM THROW' 4 EACH SIDE METAL, T MST BE A 26 6A (I" GALVANIZED. ALL METAL Ca.NTER FNAGHNG,COPIK+ DRIP EWES AND OF 5PL.ICE_ GRAVEL STOPS SHALL HAVE A 3' OVERLAP FOR E)CPANSION AND CONTRACTING 6. BOLT FOR WOOD CONNECTIONS SHALL BE U57 LARGER N DIAMETER THAN NORMAL 2 P OF SCUPPER LININGS- CUT ROOF SOLFFER LINING TO FT A" 50PPE 5, ALL CIAM BOLT SIZE. AD5CIWTE MATERIAL FOR FLED WEL.DNG TO POT CODER AID SAGE F1LA5HIN5. MRY APPROVED AD ESIVE TO WJFFER, INSTALL LINNG N SC FFER AD MAKE FE.D WEDS TO ROOF COVER AND 1, LA6 BOLTS SHALL HAVE LEAD HOLES 50FW BWORE DRIVIYo. HOLE DIAMETERS TO BE AS FOAA BAY FiASHNG. APPLY APPROVED SEALANT W ALL EXTERIOR E F�GF LIN15 ON EXTERIOR OF HALL. UNDER AND ON TOP OF THE TERMI NTIION BAR 51RR.OUN IOW THE Bx-e5, A SH NNK PORTION - SAME DIAETER AND LENGTHS AS 50AW B. TH EAD FOR" - Ob TO 0.15 DIAMETER OF THREAD AND SAME LBYiTH. 3. HOOD, FB-EEZra ALL U143ER SHALL 13E 92 5CUT4ERN YBlAW PIE DOWSLA5 FIR OR OTHER ' APPROVED 5MCE5, AND IT SHAD. BE FREE FROM WARPM, EXGEYVE *IOI5 AND GRACE 6. ALL BOLT M AND WIS BEAR16 ON HOOD SHALL HAVE 57EEL WASFfRr>. BEAR THE TRADE MARK' NMARKD. BE 'WOL IT SEAL. MANZED" (OCA)PRES5UURE-TREATED AND SHADAD "WO- WJIZED' OR A4 APPROVED EQUAL TREATHE4T. HALING+ AL NALI5 BE COMMON HIRE HVL5 CCFCRt-AM5 TO THE LATEST EDITION OF OBf!G OR LUC. BULDIN65 N5UATIOH YfERE AUTGNIA NAILRNG t5 1UE;NAILS SHALL NOT P@ETRAYE PLYWOOD SHEATHIYG. t514 AILS. LABLTR, M4a.YFRIANS ND EQIFMEMP T NECESSARY TO COI.B7E ALL NOW AS INDICATED CONNECTIONS I -If W ARE MNMAM PEU4155NBLE, OE AJLS GOVERN OVER 5CHITUE. ON THE O0,5TRUGTIOI OOCUMENIS AND DESCRIBED K THE SPBCIF'CATIONS. I. J05T TO 5 L OR 61RDK TOE MAL 3-8d A VAPOR BARRIER U4[ER %AB5 ON GRADE b ML 'V15G M? RU NSIED AND INSTALLED BY 2 B R09W JOIST OR RAFTER, TOT: NAIL EACH END 2-&I CONCRETE CONTRACTOR. SEE DIVISION 3. 3. SUB FLOOR 45 5HEATHING AT ALL BEARING A bd OR LEES. FACE NAIL 2-8d B IEX ERROR WALL K-A ATIOI - .e THICK FIBERGLASS BATTS (WTHOLM BAcCICNQ N THE ZO STUD 13.1 OR WIDER, FACE NAIL 3-8d WALLS OF ALL CAVITY tA.L5. VAPOR BARRIER SHALL. BE 6RFFOLTN F-EH BY REEF IDU5TRIE%INC. C.Zc AND FACE NAM. 2-I6d OR E21AA-THE MATERIAL SHALL NAVE A 3-RY, HIGH DENSITY FIOLYEIM7RE AM NYLON YARN 4. Saf RA11 TO JOIST OR BLOCKN5,FACE: NAIL W 0 IG a LAMNATE.MATBRIAL SHALL HAVE A REINFORCED MN -WOVEN GRIP NTH A PPT TEAR 5TRIE45TH 5. TOP RATE TO STW E D NAIL 2-MEd OF AT LEAST 15A LBS. VAPOR BARRIER SHALL L BE APPLiD N THE WIDEST PRACTUX NOTH S 6. S1W TO 5 XE PATE, FACE ML 4-8d SIDE AND END JOINTS SHALL EE LAPPED AT LEAST W. LAPS SHALL. BE SPACED U.iW FAB TAPE. Y. (OUME 57t DS, FACE MAL Ibd 0 24' a ANY PUNCTURES OR YEARS ARE TO EE REPAIRED ASNG 6RiFFCL05 GRIF TAPE, FAB TAPE OR H. CASE TO I RATES, FACE HAY. Ibd O Ib cc EaIN- VAPOR BAIRRIBIZ MST PROVIDE A COMPLETE SEAL TO PREVENT M401STIRE TRANSFER. 9. TOP PLATe, LAP'' AND JNTME6GTIONS FACE NAIL 2-16d NOTE FOR SOUTHERN COASTAL ARE:A5 THE VAPOR BARRIER SHOW BE USED CN THE ecn3ZIOR 10. C4MT INLIOU5 HEALER, TWO PIBOE5 (A.Ots EACH COGIE) IW • Wm OF THE WALL -WHERE THFJE 5 UNCERTAINTY, FALON LOCAL PRACTICE It. CCEUNG Joe TS OR RAFTERS TO ALL EBARNC-R,TOE NAIL 3-8d OAS 12 CONTN HEADER TO STUDJOE NAIL. 4-8d G. RIGID ROOF NFAAATICN - FURNISHED AND INSTALLED BY THE ROOFM CONTRACTOR. RU.AATIGN 13 CEILN6 JOI T, LAPS OVER PARTTIOS, FACE NAIL 3-IEd TO BE TWO LAYFJirxFIRST LAYER.24' C-5 ULTRA&ARD PRI3IEYR RIGV ROOF NSU.ALTICH BOARD 14. CELNG T TO PARALLEL. RAFTER, FACILE MAL 3-Iw AND SECOD LATER, 1/7 WTRO-FIT BOARD BY .Kh45-t4N4VIJ.EFERMA-ITE SOPERL. 3%R-20 15. I' BRACE T > EACH SJW AND RATE, FACE ML 2-8d IEiAATION BOARD BY N ERMTMAL P6b4ALTE, W- S AN ACCEPTABLE BQ1AL. W OXT-LP CA 0M 5TUD5 Ltd O 18'o/c 11. J015T OR I AFTER TO SM OF 51UD5 D. PERIMETER waiATIOL-1' THICK 5TYRGFOPH OR EGLIAL ON EXTERIOR FOUNDATION WALL A5 A. IF TO AND ICL.U)N6 Y OEM 3-16d SHOWN ON CON3TRJCTUN DOQItETTS. B. F6 Z EACH ADDITIONAL 4' DEPTH OR LE% 1-1Ed - 15. CELNS STRIPS IEU.ATION ATTACil ENT (MKHANCALJ A I' 4' TO UNDERSIDE OF JOST5-E ACHI THE ROOF I EULAnON BOARDS SHALL BE INSTALLED HRH FACTORY APPROVED FASTB451;Z5 AND SLANT AM ONE STRAJGHT 2-ed STRESS 045TRLBUTIO4 PLATES. L86TH WILL VARY TO MINT THE JOB CONDITIONS A MNMI1 GP 5W B 7 3' TO UL£R5M OF J06T I:ACAH GP THE FASTENER MST PROTRUDE THROU.SHOUT THE RYWCUD DECK. BEAM B.ANT AND ONE STRA *fT 2-IEd C. STRONU HOLD ANN L AR GROOVED AT FLASH E' CPYPI 14 BOARD CEILINGS ALL H.AS14W ON PARAPET WALLS SHALL. BE FAST@8D 17 ON CENTER Aa6 E301TOM ON MAN VBCK NTH A HMW 6' LAP WELDABLE TO DECK M EMMA E,CAVERNS APPROVED FASTENERS - ALL POOP J015T5 PARAPET KAJ.5 SHALL EE COVB;?ED MID4k4 OF 17 M1614 L JOINTS TO ORDERS MAY E 3E USED ARE SUPPLIED BY TRYS JOIST MACH IAN. PLACED BY CALLNS TRU5 .JOIST MACMILLAN 1-000-456-4W . ROOFING, CONTRACTOR TO PROVIDE AM 15TALL BRONZE CAP R.ASHIK FOR PARAPET WALLS AD COLUMN TOPS (PANTED A6 SHOWN 04 EXTERIOR EL*VATTOSJ 2 SERIES USE ARE T-I N LENGTHS AND DEPTHS AS INDICATED ON DRAWN£. FLASH AM COMM-RASH AL 175-115 THAT PASS THRO" THE ROOF PROVIDE 'PITCH FGYKE15' AS RBODUIREP TO FORM A C.OMFLEEE JOB. PRWVE ALL HB E55ARY MONTNS GLFS.CLOSIRM PASTBR496,ETC .REQURED TO COMPLETE TIE CO"IR-FLA5HM HRAVEL 5TOP5, CAPS AND CCPI65 INDICATED ON THE CRANNIES A PERIMETER LAPS ANY TIME A RCtOF E3: ,i ,;� NOT HAVE A PARAPET tNN.L OR ROOF TE-N, nP. DRIP EDGE, WATERKRAVE 5rr'P .i4AT1ON BAR ON EDGE, GUT TER, ETC.) THEN THE ROOF 5EGTIQN MST HAVE A LAP 21" �. I:HE EDGE AND REVERSED THIS HELPS REDUCE WED UP-LFT ARQIND PERIMETERS AND fEVeR..*6 THE LAP. ALOW5 COMPACTOR APPLICATOR TO R-64E ROOF 5WTION AWAY FROM THE EV E. C.A"N5 ALL SAW-AC95 TO RECEIVE CAU M AIM TO BE DRY AND THOROUSFLY GLEAMED Of ALL L005E PARTICLES OF DIRT AND DUST ,011- 6FEA515, OR OTHER FOREIGN MATTER. CAULK AT BaE.iRIOR DOOR FRAMES,WNDOYV FRA ES AND a.SEM RE TO INSURE A WEATHERPROOF ,MU5IN5 GUN AFFI.IGATIM. CALKN5 AMEiRIA15 F OLYSU-FIDE POLYMER RASE C.OM poW SHALL CONFORM TO A -E RKAN STANDARD SPECIFICATION A- 116, 1960 GA55 A OR B, AM FQYAL TO THAT M4AMAFACTLREA BY SONEBORN OR FFCORA. (F.XMIOR JOINTS). PRO.GCT/51TE CLEAN-UP UPON C04q.E710N, THE ROOFM CONTRACTOR SHALL. REMOVE ALL RUEIBSH, WASTE MATE9RIALS, ETC. FROM THE ROOF,LFAVW THE ROOF N A CLEAN CONDITION AM FURTHER RE"OVN6 ALL SUCH ROOFING DEERS FROM THE WORK. SM A RIGOROUS INSPECTION FOR WATERTIGHT FIELD r#.AM S SHALL BE MAPS AFTER COMPLETION OF JOB. INSPECTIONS UPON COMPLETION OF EACH ROOFNG JOB. CONTRACTOR 51e"" FLL OUT N5FECTIGN CARD AND RETURN To MIAMFACTUZgt.EACH ROOM SHALL BE R5PEC7 "3Y AN AUTHORIZED DUALITY CONTROL FIELD INSPECTOR TO MAKE SURE APPLICATION MEETS MAN, '�% SPEGFICATHONS EFORE ISSUANCE OF WARMAIRMCGNT'RAGTOR SEAL ACCCMPANY . , RON NSPEGTK.t15, AND OBTAIN SIGNED WARRANTY FROM CUSTOMER AND RETURN TO ~A.GTURER,KTH NO FINIAL PAYMENT SE3NS MADE UNTIL A WEMPY'S REPRESENTATIVE HAS WARRANTY. CONTRACTOR OUALFCATION A66URANCE THE RCOFN5 C.GNfRA471OR SHAD- BE DULY CERTIPED 13Y P40OPM HANFACTURER FOR COMPLETE APPLICATION AND MTAIJATICN OF TH15 ROOFING SYSTEM, TO MAINTAIN ROOF WARRANTY. RMAE REPAIRS AND ALMRATiON5 SHALL BE MADE BY fER50NE®. DULY CBRTiPW BY RAOFWv MANUFACTURER. WARRANTY THE OWNER SHALL BE FU141151W AND WILL SIGH FOR ACCEPTANCE OF A STANDARD RROFIK MANFACTUREI S 15 YEAR LIMITED WARRANTY. "50RIES Ir FA50A PANE. SYSTEM EXTERIOR FAS(A PANEL 5Y57EM PATH 5TAHDN6, SEAM RIBS. FASCIA PANELS ARE BRIGHT COPPER COLOR WITH OROWE COLOR HOLON66 ACCBLTED N RMAS NWNFAGTURED BY VACFORM CORPORATION OR NKTMAL 516K SYSTEM SHALL BE FURNISHED BY OWNER AD INSTALLED BY 61EN AL CONTRACTOR. LOUR," & - GDORr.ASTdIWQOHf AND & A66 AL"Ati ENTRANCE LXbR5 AND 5TORFFRONr KAMER COWPONY SPECIFICATIONS, STORI:RON1' SYSTEM, SHAD- EE TRI-FAB 450 (1)4'' X 4W) FOR 1/4' GLASS AND/OR TRI-FAB 4N (7 X 44 W) FOR I- &A65 FRM** SYSTEM AS I---,NFAGTURIED BY KAMER. DOORS SHALL BE '1410 NARROW STILE' POOR M ANIFACTURED BY KAMER OR .:;:ley,,, ALL ENTRANCE BOORS SHALL BE INSTALLED WITH THE M OM45 HARDWARE.OE PAIR OFF5E' efoTS, "N OR7ON 1605 BCOR UN 4040' SURFACE ao%f;E9 WTH 616 F17UND OPERATING FORGE 04 ;FEE WTH A DELAYED ACTION FEATURE, PeVY5 PER501"I'LAZIED LOW PANES WITH OFFSET TIM, AR I *METIER BRONZE FULL HANDLE (AS REQUIRED BY LOCAL CODE), AM 'COR-O-HATIC IA90' GC ,i,r''5 ON EJQERIOR COOR5 ONLY, INTERIOR VESTIBULE COOR5 TO HAVE TDRTON jbEO7 9. , ;.Lee. i*0 OFFSET' TUBUAR i" DIAMETIE R BRONZE PULL HAWLFr (AS REWRED BY LOCAL CG CGK,CnK)ER5 AND PWAFRATICN FOR SAE M K CYUNDFR MAY BE BY FALCON OR AS ,I -�'.iEuJ BY RGSUMML B4em AU4NM THReuio D, W N HEIGHT WTH ANY BEVELED EX-e5 HAVING A SLOPE NO GREATER THAN 62 RATIO. ALL MATERIAL SHALL BE KAMER 126 L16K BRONZE, ANODiffiD. HARDWARE 4 WA ANT SHALL BE A COLOR To MATCH ALL EXTERIOR GLASS SHALL HE 1' SOLAR BROHZB, ALL DOOR LITES AD NIMIOR GLASS SHALL BE 1/4' CLEAR SAFETY CLAY. ALL GLAZN5 MST FMT SAFETY C40E5 A5 REaARED.GLA56 MJST HAVE 5 YK WARRANTY AGAINST SEAL FALURE ) HEDY5 HA5 APPROVED SHOP DRAWINGS ESTABLISHi:D BY KAMER NATIONAL AC,CCQiT. THESE ORA"ANSS GCIMI LY WITH THE PROMTS AND HARDWARE RE>GUIRE-6N1TS STATED HEREIN AND ARE TO EE USED AS A GUIDE BY THE LOON- 51FEi2VISN& ARGHITMT, GENERAL CONTRACTOR, AND AUTHORIZED KAMER GLEAN& C.GMRACTOXR TO HEIM Co-FLIANi:E NTH THIS SFBGFKATION. COPES OF THE APPROVED SHOP DR**Wo AND METAL QAOTATION MAY BE OBTAINED BY CONTACTW;, KAMER COMPANY 311-730-7i00 OR (FAX)311-73H-2110 ATTE14T ON NATIONAL. ACCOUNT5. TUBEiJTE SFBGFICATIONSt AJJMI UM STORE FROM SYSTEM SHALL W SERFS 4500 (1%' X 4W) FOR %" GLASS AND)OR SERIES . 1400 7X4W ) FOR I' GLASS FRAMING SYSTEM AS MANUFACTURED BY TWELITE OIVN.SION OF INDAd. INC,. COOOS SHALL. LIE NARROW STYE AS 144WACTURED BY TUBELITE OR GOUAL. ALL ENTRANCE DOORS SHALL BE NSTA LW WITH THE FO LCNNS H4ROHM& ONE PAIR OFFSET PIVOTS,, "NORTO4 1605 BC' OR V-N 146a 0460)OR 'LCN 4040' S1.RFACE GLOS RE5 WITH DJA FOOD OPERAT16 FORCE ON ajOSER WITH A DELAYED POTION FEATURE, NBDY'S PER50NALRED LOW PANELS WITH QFFSET Timm P DIAMETER BRONZE PULL HANDLE (A5 FmwRED BY LOCAL cow, AND vm-O-MATCC IA90' CONGEALED ROD PANICS ON EXTERIOR COORS ONLY. NTIERi0R VESTIBULE WOR'S TO RAVE DOR A, SER *G 6614105ER5 AND OFFSET TUBULAR 1' DAMETEIZ BR M FILL RAMO25 05 REQUIRED BY LOCAL 601MCMIT LOCK CYLINDERS AND PREPARATION FOR 5AME,('91xK CYLINDERS MAY BE BY FAccom OR AS SPECIFIED BY RISSMAL B16R832) ALUMINUM THRESHOLD, V N IE& T WITH ANT' BEVELED EDGES HAVING A 51.00E NO GREATER THAN 62 RATIO. ALL r,ATMAL %KL EE YUEBITE 4K CmAMPAEME,AMD012ED. HARDWARE AD SEALANT SHALL BE A C M TO MATCH ALL EXTERIOR CLAYS SEAL BE I. SOLAR 5ROMM ALL DOOR ODES AID NIERLQR GLASS SHALL BE U4' CLEAR SAFETY. ALL GLAZING MIST MEET SAFETY COPES A5 REQUIRED GLASS MST HAVE 5 YR. K ARRANTY AGADST SEAL FAILURE HENDY'S HAS APFR+'A/M 9W DRAWW� E5TABL5HFD BY TUBELfIE MTICNA AC.MNT. THESE ORANN 56 COMPLY NTH TH, : T5 AHD ,12E REpAFejNr STATED HEREIN AND ARE TOM USED AS A CUM BY THE LOCAL 5 .y; ARCH' 13;tAL CONTRACTOR, AND AUTHORIZED TIBE.ITE GLAZNS CONTRACTOR Tor- . t'.COhPI_W" THE 5PEGFICATION.CCPIE5 OF TFE APPROVED SHOPORALNIJC�S AND METAL CUOTATION MAY BE ObaF.Si�, BY C426AC-TRO TUEWYE AT H004fb-2i27 CR (FANU616 2d2 261L ATTE4TIONt NATIONAL ACCOUNTS. UNITED STA7B5 AUI1N.M SFEGIFIGATIC IV ALU F M STOW PPONT SYSTEM SHALI. _ SERIES 4500 (I%' X 4W)FORK' GLASS AD/OR 5E a 1400 7X4W )FOR 1'CAA56 FRA IBM A5 MANFACTURED BY UNTIED STATES ALJIINA4 DOORS SHALL 19E '250 NARROW , `.. '> HANFAGTI.RED BY LIMITED STATES AU"RNUM COW .OR BaPL ALL ENTRANCE DOORS SHALL Be INSTALLED WTH THE FO.LCWN6 HIARCWAIMOME PAR OFFSET PNOTS,'DORMA 5BUE5 M' OR 9.CN 4040' SURFACE CLOSURES WITH H/i POUND OFERATW FORCE ON CL05M WTN A DELAYED ACTION FEATURE, NEDY5 PEREMALIZED LOCO PADS WTH OFFSET TUBULAR 1' DIAMETER BRONZE FUN. HANDLE (A5 REiQ IREO BY LOCAL. CODE), AND TOR-O-MATCC 14W 0ONG6N.EO ROD PANICS ON EXTERIOR DOORS ONLY, IMTMICR VESTIBULE COORS TO HAVE LOFRMMA SERIES (SO CLOSERS AM afP TUBUAR 1' PAI-ETER BRONZE FULL HANDLES 06 REWRED BY LOCAL COW OMMT LOCK. CYLINDERS AND PRLFARATM FOR 5AT-E,(m LCK CYLINDERS MAY 13E BY FA.CCH OR A5 SPECFIE7 BY RW-40NAL ENGINEER) ALIMILM THRESHOLD, �" N M16HT NTH -ANY BEVELED EV3e5 HAVING, A S.OM NO GREATER THAN 62 RATIO. AL MATERIALS SHALL E.E UNITED STATES ALUMINUM CORPORATION III CHAHPA6NE MEDIUM, ANODIZED, HARDWARE AM 5EALAW SEAL EE A COLOR TO MATc,K AL EXTERIOR GLASS SHALL EE I' 50LAR BRONZE. AL DOOR LIGHTS AM INTERIOR GLASS SEAL BE %' CCLEAR 94FETY GLASS, AL 6LAZINS MST MEET SAFETY CODES A5 RECUIRE D. GMA% MST HAVE 5 YR. WARRANTY AGANST SEA. FALU E- MOY'S HAS AFPRO✓(3D SHOP ORAN4E5 ESTABLISHED BY UNITED STATES A.0 NIJM NATIONAL ACCOUNT, THESE DRAWNG6 COMELY HITH THE PROG1415 AND HARDWARE REQUIREMENTS STATED ME ON AND ARE TO EE USED AS A GLADE BY THE LOALSIPERVISNG ARCHMT.GEMERAL COTRACTOR,AND AUfHORIZED UNITED STATES ALUMINUM CORPORATION GtAZW CONTRACTOR TO WAM COMPLIANCE WITH THIS SFSCI K TiQi COPE"' OF THE APPROVM SHOP DRA^ MS AND METAL OUDTATIOL MAY BE OBTA ED BY C WACTIK UNITED STATES AL~ CORPORATION AT MOO-621-6440 OR OW02R-<57-6645 ATTENTOH NATIONAL ACCOUNTS il l;;l I ll,, 11 11111 quunnnnl cn Z /� V m 94 9z !` z 0-0 414 a 8 LL m-- '-�- 8RKJ*VAGCA^ BACM PLAM N7L (f;MV1510N 01) E-� .!� irf�T wit L..... w quunnnnl cn Z /� V m 94 9z !` z 0-0 414 a 8 LL m-- '-�- 8RKJ*VAGCA^ BACM PLAM N7L (f;MV1510N 01) E-� .!� irf�T wit L..... w VISTA HAI ARCHITECTURAL PRODUCTS 5PBCFK.A7IkNx STORE FRONT SYSTEM SHALL EE SERIE5 FS-xoo (I-%- X 4y2') FOR Y4' GLASS MD/OR 5ERIE 451 (2' X 4 %') FOR I' aA% FRAMM SYSTEM A5 MAN,FAGTVRM BY V15TAWALE_ DOORS SHALL EE '250 NARROW STILE' AS MANIFAGTURRFD BY VISTA KALE OR 6QUA.. ALL ENTRANCE COORS SHALL BE INSTALLED PITH THE F%LOWNG HARDWARE:ONE PAIR OFFSET PIVOTS 'NORTCN WOO SERES G1Y.TI1R,5 H/ 8y2 LB.OP62ATN6 FORCE ON GA5M W! A DE AYED ACTION FEATURE, WEDY'5 �` " = PRSO AL.09P LOW PAE-5 WITH OFFSET, TLMAR I' DIAMETER BROKE ALL HAIDLES (AS RBQAREC BY LOCH. 60M AND 'DOR-O-MATIG AFIO' CONCEALED ROD PANICS ON B)TfER10R DOORS � ONLY. INTERIOR VESTIBIILE DOORS TO HAVE DORMA SERIES 650 CLOSERS AND OFFSET 1E101ILAR 1' ow-ETER BRONZE PUN.. HAHV E5 (AS REPAIR® BY LOI CODED ---CHIT L.CCK.GYLWFR5 AND PREPARATION FOR 5NME.MLOCK CYLINDERS MAY BE BY FALCON OR AS 5P6GIFFA BY FWAOWL BNSINEER)AJJMNIM iHRES.IHOLO, �' N F06W IV BEVELED � HAVING A ° NO GRFA1)R THAN IQ BOTTOM ALL MATERIALS SHAH. 8E YSTAKAI A (Yiq GFVJ4'AG1'E, AN0012E0. FtARih^iPJZE 4 SEALANT Stall EE A COLOR TO MATCH. ALL EXTERIOR 6LASS SHAD. BE I' SOLAR ERCFZF. AL. DOOR LIGHTS AND INTERIOR G1J15Ei SNAL. 00 %' aFAR SAFETY aAE£ ALL GLAZING MUST MEET SAFETY CODES AS RBOURED. aASI MST HAVE 5 YEAR YVARRALNTY ACNVNST SEAL, FAILURE, WENDYS PAS APPROVED SHOP pRAM/NG5 ESTABLISHED BY VISTAY44LL NATIONAL ACCOUNT. THE ORAA"I COMPLY WTH THP PROEd1GTS AND HIARVWM T5 STATED WREN AHD ARE1. TO BE USED A5 A GUIDE BY THE LOCH- SSFERVISNG ARLl1TECT, 6BNERA. CONTRACTOR, AND AUfHDRRBD V5TAWAL 6LAZNG CONTRACTOR TO It OM G014i.IAME PITH THIS S.FBGIF' ION. COPES OF THE APPROVED SHOP DRAP9466 AND METAL OAOTAT CK MAY BE OBTAINED BY CGNFACTNG VSTAAIA,L • 8O0-8Gq-4561 (x162) OR PAX 412-%I-62EA.ATT: LARRY CaARBERT. FLASH HARVVIARE COOR'S SHALL BE PREPARED TO RBCCEIVE HEAVY-GVTY HARDWARE. PANG HARDWARE TO BE AS NM WACn$W BY AMRICAN DEVICE 5EF IE5 6601 OR VON OFRIN, STAK.E56 FINI5H 630 IWX WOSH AND INSTALL 40' X 20' 5TAK155 STEEL KICK RATE A5 5HCWL ON GRAYAIIN56 DOUR G.CJE.UR.E TO BE LLN 4024 CLOSURE, TOP ,YAM MLT.NT ON PUSH SIDE OF DOOR, REv'U.A,R ARM DOOR METER, A..LMANIFACTURNG CO.,e X 7 VC04V WaIRITY VISION WIDOK PREFNIS.ED COLR5 LAMINATED DOORS - TO BE 13/4' SCUD GORE FRE-HtNG COOR> A5 MANIFACTUIZED BY MARUTE PROp.GTS. AL COORS OF THIS TYPE TO EE F1451 M IN HIGH MQE55LJRE LAMINATE RJRH9m COMPLETE NTH ADJI5TABLP ALUMINA FRAME AND HAWWRE HARDWARE TO BE SCtLAI - 'Dr SERIES, (OR AS SPECIFIED BY REGION AL B<51 ER) DOOR E Pt&UPU .L HOW DOOR J A55PD KEYED LOCK DOOR F PUGH III FDW DOOR G 05WP ALL R1RPD'.E LOCK CLOSER WAMPiARB TO BE PORMA OR APPROVED 52LAL 1461 LCN N.IA-INAH CLOSER STD. SERVICE DOLOR AND FRAME STEEL DOOR FRAMES SHALL. BE 0 CAI STD KIZM VERTICAL M5E, MECHAICAL NTIE Rl.GGK NOT ACOEFTEV A5 CALLED FOR N THE POOR SCtE I ON THE MI (5tEET 4)AND AS MAMPACTLIFED BY AWED C.ORF RAI SERIES 1500 OR EGY/AL IF APPROVED BY ARCHITECT. STEEL HCA.LOW METAL COiOR, SHALL B: 1%' n" FLt19H TYPE.MNIAIM 18 &I STEM FACE DOOR NTH POLYSTYRENE COW INSULATION, ETC ,AD MAMLFACTIIRM AS FRAMES ABOVE REFER TO DRAMA PICK-UP ViNDQV DESCRPTM FILLY AUTOMATIC, SLUM AJA4NAH M NC A'i LILTS ARE TYPICALLY 4'-4' NIGH AND 4'-O' WIDE NTH A 24'x34' ACTIVE LITE. COLOR TO HATGN STOREFRONT- 6LAZIG, CLASS STOPS ARE EXTRWED ALU9HM SKI TYPE FOR INTERIOR GLAZING DF &A% OF PIES' THICK (CJESTGM STOPS FOR THICKNESSES LP TO AN I- ARE AVALASLE) AND, HAVE A FIXED GASKET OF HIGH GL4WITY EASTOM [W MATERIAL PERIMETER WOOL PILE AND EASTOME RTC YCATTiR- STRIP 5 FACTORY APR.IBD. CA A% MIST HAVE (5) FINE YEAR I`V*RANrY A64145T SEAL FAILURE DNISTON 4 FI - 5TICCCO BRICK A. C15ERAL 1. SCOPE,PROVIDE AND INSTALL SnX40 FINISH AS SHCM INNJIILES AL ACCESSORIES RBQAR(D FOR A COMPLETE MEITA.LATIOK 2 RELATED KORK, STC E MASONRY (SECTION 04430)SHEATHM AT ALL STUCCO AREAS (SECTION 06ICL0). EXTERIOR NISIL"TION AHD FLASH SYSTEM (56GTTCN 0R40). R A5HING AND SHEET METAL (SECTION a1000)LALLCMG ('55GTICN O'I ). 3 OLALITY A5 llIZANCE, COI NTH AM 0422 'SPECFIATION FOR LATHNG AND PURRING FOR PORTLAND CEMENT AND ROR71AD CEMENT -LIME PLASTERING EXTERIOR (STUCCO)AD NTERIOR'. COMPLY NTH ASTM 626-86'SPECIFICATION FOR PORTLAND CEMENT AND PORTLAND CEMENT-LR-E PLASTERIN5. EXTERIOR (STUCCO) AND INTERIOR'. CC -FLY PITH A51'M GI063-66 *INSTALLATION OF LATHING AD HTRRIG FOR FORTLAD CEt-@IT-BASED PLASTER'. 4. DBNERY, 5TORAI AND HAIDLLNG MNEIRSI MANFACTIIRED PLASTERING PROMTS TO JOB SITE N OR"4AL UNOPBED PACKAISE5,6CN'CAMEFS OR WVLE5 BEARING MAI FACIURERS NAME BRAD. T TFf Am 6RADE KEEP MATE3RW-c5 CRY UNTL U5FD.5TORE LNDER COVER AND OFF 'THE C4zCI PPATBCT METAL FROM F46TIO AND DAMAGE. aFRADI1G75 L MATERIALS A CINB , PROVIDE STANDARD PROMT5 RBGOO" N BY THE MANFACIURR FOR THE APPLICATION INDICATED. B WATER: POTABLE AD FREE FROM I FLRITIES THAT AFFECT RASTER. C.SaAUD,PROACE BASSEp N1TB 6RACM SILICA SAND FOR FISH COAT. D. PORTLAND CBME4T, ASTM C150, TYPE 1.6RAY FOR BASE COAT, MORTAR AND WHITE WATERPROOF FOR F185H COAT. E. LIE, A57M C", TYPE SSFE IAL FNEHING HYDRATED LIME. F. CORNER AID.-6AI VA12ED,5TOCKTON OR BGLIAI. G. METAL REINF{IRCJ3MENT: WXA Oi I'OVBN NRE MESH, I- SELF RIRRMG KEY He* &ALVANI= OR 34 5E.F-FURRNG EXPAifD 6ALVAIZED DIAMOND LATH N ACCORDANCE NTH A&I GIOEA;-8b. H. TRIMI6ALVAIZFD. K33NS, PEW METHSOR AABAMA METAL. LATH, 1. ASPHALT FELTS,'ALL P W05E ASPHALT SHEATHING PAPER ',6RALE D AS MHANIFAII BY FORTIFIBER. ,LAGGE5SCRE5 AC MISCELLAWC)LIS MATERIALS -PROVIDE THE TYFFS OF ACCESSORY ITB-5 RECON-E VED BY THE FiAZRNS AND LATH MVUIFACTURR FOR THE APPLICATION 1 IDIC"F D AND AS % IREV, TO PROfTICE A CO'FLETE INSTALLATION OF MAL RIRRNG AND LATHR COMPLYING NTH NDU5TRY 57A VAW)S. K. PARFX 3.10 PRIMER: FOR APPLICATION OF ACRYLIC, FLASH OVER CEMENT PLASTER L. PARCH ACRYLIC FINISH. M. STIJC!A BRCJC CLORSx BRICK TO MATCH BaUaM N MOORE H228 SPLIT FACE BLOCK 7ED MATCH BENJAMIN MCiORE 11126 A BASE COAT, NOT LEANER THAN ONE PART PORTLAND C843NT (44 b. BAb}50 b. BI ALAI B. BROIL GOAT: PORTLAND OEMEW AND LM 062ARE"E NT5 SAE AS BASE COAT PLUS Uri.' CUW- FEET MA60WS SAND. � , d G. FINISH COAT, JOB MIXED FINISH COAT MATERIALS 1.1 BAG AT 414 M EACH WAIERPROOF PORTLAND CEMEW .:' . 2.1 BAG AT 50 WA. EACH AER NTRAIED LIE. I 3 RTS 3 PAAT tOO M EACH HMIUTE SLICA SANS ' -+. a ,1 �, D. FINISH iDQEARB: TO BE5tB ECTED. i , i EPAREX ACIMIG FINISH PER MANFAGIURER'S APPLICATION STANDARDS.` S C.EDEGRMN I. PREPARATION A INSPECT AND ACCEPT ALL SURFACES TO RECEIVE STUCCO PRIOR TO START OF , ..- INSTALLATION. DO NOT PROCEifI UNITE ALL Or-CREFAN.IBS HAVE lfiiMl CORRECTED. 4 .' . OIL DO NOT APPLY CEMENT PLASTER 70 SURFACES CONTANIG FR05T AMID DO NOT PLASTER MYJRK NEI THERE 5 A DA IE R OF TEMP@tAT1,RE DROPPM 6BON FREEZI NS. G.EXSF!C 8 CARE N APPLICATION PROTECT EXPOSED FNEHM SIRFAGES MAINTAIN IPROTECTIVE COV1RM LwL COMPLETION OR PLA51MW AORK, S FlamiaQ= } M, i Y 5 YM tiS z .e `�s. N �c 4�3T� aa}� pfa aJ`'S';`,ar kr` Rs�S a ."�"�?L ` 2 INSTALLATION ATION A NTALL ASPHALT FELTS HORIZONTALLY OVER ALL FRAMED 9LRFACE5 TO RN-EIVE 5RISCO CARPET ALL CARFU TQ r= SLFFLIED WITH EYiAF1''Bdf IPA.CKAGE AND INSTALLED BY A OAALIFIFD CARPET FLASH.LAP A MNIMIM OF 2' N SN5LE FASHION TO DIRECT WATER AWAY FROM BUILDIN, INSTAIIM HiORK 45 FOR THE 68,11FRA. CCONTRAC70R. REFER TO SHEET 66 IF TILE 4CARPET PILAU JOINTS NFE21012.5EGURIETO FRAMNS NTH FASTENERS AT EACH STUD HORIZONTALLY AND 24' O/. FOR RECQaN11,10 V SEA ING AND FINISH SP6CII'KAT06 FOR CARPET. ._"i ,-" ` ' VERTICALLY. A, STANDARD CA CI PATTERNED 'A7Q-tIFST$2' CARPET GP 100% NYWN WOJl31 TNRO" .-...i,, B PSTALL RIBBING AND LATHMG SYSTEMS AS R6(L11RED. FORM AN6LE{P AND CORNERS TRUE A SYWHEYIG 8A rZR (12 x q0 ROL15). USE NTH PAD AND K156 TACK TRANSITION STRIP. AND SMOOM. PROVIDE CASING BEADS HERE REWREO. MITER CORNERS AID INSTALL WITH B.PM, FIRM CC WV CONTRACT CLGFEION (FOR ICE NTH AXMN5TB2 CARPET ONLY) TKM,ACCCURATE JOINTS. '' V"` G. MACHINE MIX ALL RASTERMEAaft MATERIALS KCAIRATELY MV MIX THORpX�H-Y TO A CARPET/TILE, STRIP. TACK STRIP TO BE A ONE-PSGE ALUiN1M F7RWf.�ION VI'NN SOLD ,},.: IINFOW'I GpM515TBOY. W NOT Uri: LLMIPY,CAKED OR FROIDN MATERAA=�. VNri SADDLE, ' NMWFA4TURFD BY NATIONAL SHAPES INC, AND SUPPLED 61f KITGNBN T>�APMEiNT �: . SLPFLEE R2 (SEE FI SPECFIATI0N5 - CARPET) ' r.i. D. APPLY 3 COAT WORK OVER METAL LATH. COAT MAY BE APPLIED THE SAME DAY A5 CARPET INSTALV TION H COAT. BROM GOAT 5 TO LOATED . , ,, ;. AT LEAST FIVE (5) DAYS PRIOR TO AA THE FLASBE F A STANDARD ' BNIRON-ENT: iR T' INSTALLER SHOUD HAVE TIE AREAS TO BE CARPETED AVAILABLE FOR THEIR USE YIEN Y SET. ',; AND FREE FROM OTHER TRADES AM ACTIVITE5.O N& WINTER, THE CARPET MIST BE STORM INA , I- BASE (5GRATCH)COAT AND BROM GOAT EACH TO BE 3/6' THICK.STUCCCO FINISH COAT TO BE HEATED SPACE AREAS TO BeCARPETiD M15T BE KEPT AT THE PROPER I&FERPAI BEFORE r` ; . IAV THICK OVER PORTLAND CEMENT BASE COAT FOR A NOMINAL THICKNESS OF T/B . PARER LLRING AND THE ISTALLATOL .' ACRYLIC, FINISH TO BE 16TALLED AFTER IN LED OF STANDARD CBfM PLASTER FINI5H. 1 °r': PROPER GYHIO AND ADHE51VE:A FIRM COMMERCIAL. HIARTEX 3V GOfIR/YT CElJHION OR EC11AL. +, - F.CIR,PATGH REPAR AHD PpNF UFP PLASTi3R AS AND /v5 t€CZt6ARY TO DO HOT VI TER CARPET O✓ER.'RFBOND'.'WN�fff-L"OR PRI`7=LRETHANE. ALCOMIODATE OTHER WORK. F1INYd.P FINISH PLASTER SURFACES AROLI D ITEMS WHICH ARE METHOD OF SEA VNI HAND-515I AND/OR PIN TAPE AND LATEX ARE THE PREFERRED METHODS, BUILT INTO OR FE ETRATE PIASTER SURFACES. ALTHOLW HOT-M8T TAPE (ORLON SUER OR fi0.WJ MAY BE W" 511CCE AIY 6, REMOVE JU Fi7R.ARY GOJFRNSS PROMPTLY REMOVE FILAST(3R FROM ARIACE0 SURFACES. LNDER CBRTAN RIC"TANNC% (5EE 16TRIOT10%) I REPAIR SURFACES MHICH HAVE BEEN STAR, MARRED OR OTF0 "15E OM06W DLRNS THE '" TRITMANG OF IN M05T I STALLATIONS, IT HiOL B'_ NELE5SARY TO TRIM AT LEAST ONE PiASTERPYP �. . SMVA6E EMUS FACE YARN AND N SCFE CASES BOTH 5BJ/A6E EXE5 N ORCER TO OBTAIN A ROOR AND KALL TILE N57AL ATION PROPER SEAM. TR"-IW IDGE5 MIST TI BE SFALEC caLITTERED7NTH LATEX A GBERAL I. PROVIDE ALL TIME NOW COMPLETE N PLACE A5 INDICATED ON ORAVNE6,5FEGFIW HEREIN PATTERN MAT .I$ AXNfRSTR LinLo5 LOG% SYNTHETIC BACKILS YARNS WHICH POLL NOT SWIK OR STUTCH SUBSTAWIALY WHEN METAS 5 THE CASE WITH OLD FASHIONED ME AND 2. TLE H47RK SEAL DE SU3.EG7 TO PB2FOFa1IAlKf STANDARDS AS SET B/ THE AMERIC1W HATIGPC COTTON BACK ALL ROLLS ARE IIPRODUCED TO ENAEU E 4MLELT PATTERNMAYGHN6 IL57RIK,TICNS. THE PATTERN 5 TO BE SQUARED AND ALIGNED IN 5TANDARCS INPTTTUTE II SPECIFICATION A-13IJ-60 FOR CERAMIC, TILE OR GTI-6q-5 FOR 5FEGIAL PLlWrE TILE AND THE TLE COA>wIL OF AME RI A (TCA)ClRR13NT HANDBXK FOR CERAMIC, TILE BY F.LLONYP LBIGTH AND PIE Tm ATTACHED BffoRE BBGMHNG, BEGIN SSUI AND YQI CAN BD SCARE. EACH ROLL FROM LIS AXMN TER 5 CGG£O NTH A MoN I LBLGTH (M MICHI NLL HELP DETERMINE THE INSTALLATION. BEST Sfad1.EHCE ROLLS FOR INSTALLATION, THEM CODES ARE ON TP66 ATTACHED TO THE 3. DELIVER MATERIAL TO THE JOB SITE AHD STORE N ORIGINAL IAIOPENED CARTON5 WTH ALL LAOL16 ROLLS A5 NIUL ON THE BILL of LADING. THE 1 6TAUJER MIST STUDY TWSE CODES BEFORE INTACT AND LEGIBLE. IAYINP OUR THE JOB ANDHJR CUTTING ANY ROLLS, 4. TILE 5HCUD BE STORED N A DRY COVERED AREA ROMER STRETO 14S ALL AX IINTER CARPET STRETCHED N OVER CUSHION MOST BE POPPER TO THE ATTACHED IISETWICTTCN.IS AM4M5TER'S INSTALLATION SPECIALIST, STRETCHY HOWARD KUTER, 5 AVALABF TO AW*lER GUESTICIS AND SOLVE PROBLEW5 REATED TO B. PRODUCT 1. TOE SHALL. OF STANDARD GRADE IN AGCORDAI M'TN SPECIFICATIONS PLULISFED BY A51A-MJ- INSTALLATION, H I CAN EE REACHED AT "-33IIBM FRAM 8,00 AM TO 5,00 PH (CST)M24PAAY 60 FOR CE2A•IC TILE OR GTI-0-5 FOR SSPEGIAI. PUW05E TILE. THROUGH FRDA . OTHER LO FOR FINISHES WALL. GONER 2 TH+RESHG.D5r PROVIDE THRESHOLDS TO AD46T =14 TILE AND C. INSTALLATION I. ACCE PTABIUTY OF SURFACE°x SWAM TO BE TILED SHALL EE %L'HOTH AD LEVEL FOR MORTAR BED AT THE RBOURHD FINISH ELEVATION, AND A STEEL TROMEi- FINISH NTH A LKHT BRCOM TEXRXaV FINISH WITHOUT MORE THAN THE FOLLOWNS MA)%W VARIATIOFr<i: FORTL4I CB-NT MORTAR: KALS AND CELIN68 -%' IN JY f3.LOR5 -!' N Ia DRY SET, LATEX AND CEMENT MORYARS,Ww-LS AND GELINGS V IN 8' ROTORS -b' N la 2. PREAARATION,PRIOR TO THE START OF LAYING TIE,SIVEP OR vACUM AND KASH ALL 5lRFACE5 TO BE COVERED SStWACE SHOA.D EE FREE FRO1 COATIN6.CLRIG COMFaINDS,OIL 6REAS.E. WAX AND OUST. 3. JOS CODITIONNx A MINIM U M T ATUTE OF 50 DBGREE5F (10 C) SHOULD BE MAINTAINED GRRING TILE PORK AM) FOR SEVEN (T) DAYS THEREAFTER, PROVIDE A052 ATE LILHTING FOR 6" 6RGVTN5 AND CLEAN -IF 4. LAYCUT OF WORK: DETERMII'E LOCATIONS q: ALL MOVD4 (E'IP JC4M$ BESOR'E STARTING TIME WORK. LAY OUT ALL TILE Y10W' SO AS TO MN11ZB COTS LESS THAN ONE HALF TILE N SIZE UXATE GUTS N BOTH WAL5 AND FLOORS 50 A5 TO BE LEAST CCONEPiCWUb. 5 SETTING M_THOD5, SET TO TILE C4I4CIL OF AI -ERICA SPEC -FICA ►HALLS SW242-q9 AND R,WRS II 6. 6ROIINS FCLL.OYH MANIFAC11AI RECOMMENDATIONS AS TO EROUTIiS PRCCMIRE5 AND PRECAUTIONS. REMOVE ALL GRGIIT HAZE. GIVING GROAT MANUFACTURER'S RECO4EDATMNS AS TO TFE USE VARIAb G-EANERS T. FIISHNEz THOF2GUGH.Y RINSE ALL TILE NOW, USE MSITRAL CLEANERS FOR FINAL. CLEAHMS, AGD CLEANERS ARE NOT RECOMMENDED. EXTERIOR DECORATIVE WAIL TIME EXTERIOR DECORATIVE WALL TIME PATTERN AT PICK-LP-MMOO L LOCATIONS yFIA.4 BE AS SHOWN ON EXTERIOR 5XVATION ORAMN5 (SHIffT 5) A TILE SHALL BE TR05T PROOF W X 8' 4145 N1@LSE CARMIE RED A5 WIPLIED BY BINCNTAL (.OR VRATION. MINI TRIM PIECES AS FTWREO OR M-86 GFERRY FROST RE515TAIT Sl1PPLIND BY SUMINTVILIE TILES. TILE TO EE SET NTH MAPSKERAB7FD NTH KERAVASTIG FOLYMER-MODFIND ADDITIVE (OR EaIAL BY LATICRJ:TE) GROUT TO BE MAPEI /DAL-GUVIITY SANDED "GRAY PITH FLASn-w ACRYLIC LATEX ADO IYE, (OR EQLAL BY LATI.RETB W542 MATKI M1, LATICRELE DRYBOHV THRIS.ET W LASKRETE SAFER FLEX ADDITIVE 333). TAJATION 115E MII OF OAS WATER 25% MWPEI KARq LEAN TO CLEAN TILE ALL WALL COVE ZM INDICATED ON THE DRA'UN(G5 TO BE SLPPLILD BY KITOEN EQ!•'h W SCIPPI ALD INSTALLED BY cENERA- CONTRACTOR. REFER To FN15H SPWWICAT06 'KC' FOR MATERIAL 51FSCIFICATIOS. WINTRACTOR TO VERIFY GLLANTITIE.SI PRIOR TO START OF CONSTRMTIOU. PREPARATION, A I S.AIRPACL5 MUST BE STRUCTURALLY SSOUND. SMOOTH, CLEAN AD DRY, M05TLM COMELY OF YL4 15 SIC" NOT EXCEED (I FEII IT. DRYYVLL SURF CE5 K67 BE FNEHM AS TO RECEIVE PANE. APPLY ONE COAT OF A WATER BASED PRIMER S,.-IKH AS EVANS 01014 VINYL PRIER TO SEAL AD SERE THE SLIRFACE NSTAUATION4 Y VINYL KAi COVERINGS Ii.1ltiCo A PRE -MIXED VINYL ADHESIVE NTH MI." INHIBITOR VAI 5 COM OR BGUA.)• BRUSH OR ROLL. ADHESIVE WQ84Y UVW SPECIAL ATTENTION TO ELVES, USE 4 IFFROI ONE GALLON FIER 10-12 LINEAR YARDS, PASTE AND ROLL, ALLOWING MATERIAL TO e AND FOR AT LEAST FIVE MINI HM45 ON YNALL MNG BUTT PROCEPJRE. POLL 5EAM5 LGHTLY AND SMOOTH OUT BLISTERS AS RBGURM IT 5 CRITICAL.. HAT ALL EXCE% BE R640V♦D MOM THE WALL COVRNS 51ARFAGE,AFFLY CLEAR SILICON! CAI BEAD WHERE Al KALL CONKING MEM WOOD TRH. ALTERNATE M.COVIERM BACK i)CtW PUK HUMID ZOME5- PANTED WAL FUI5H.'AOA FLAK' SEE D.PANTED MILL.F*rM ALTERNATE. � TEXIURHO FIBE 44A,95 REMFORCFD POLYESTER (FRO) PANELS SANITARY n4Lj SYSTEMS TO BE IVORY PRP PALE.., INSTALL 45q`I PARE. MATN HARMONIZING PVC MO..DK-6 AND SEALANTS N STRICT ACCORDANCE NTH MANILFACIULIRENSr WRITTEN WoTAUAT04 I 57PLICTION5, A5 MANFAGTURED BY MAMITE OR KA.-HALM. 'PDT& IT 5 CONTRACTORS RES.AON 1511-ITT TO DETERMINE E THE LEE OF 'CLASS A" OR 'CLASS C MATERIAL PAINTING THE WCIRK TO 9E DONE BY THE PANTING CONTRACTOR SHALL MN.IJDE THE R049HW OF ALL MATERIALS, LAI OR, TO LE, AND 62WKW REAMED TO COMPLETE THE PANTING OF BODING AS SPBGFIND, THE SLIBMISSION OF A BID BY THIS CONTRACTOR CCAFUI AN LNDER5TADINS OF ALL CLDRIOS PE I ANNG TO. THIS WORK AID PROPER APPLICATION OF MATERIALS SPECIFILD. WORIMWI5HP I. ALL MATUF VALES SHAM Be APPLIED FRIG FROM PLUS, SAES, HRM 45, STREAKS, SHIERS AND NR MARKS. 2 ALL MATE UALS SHALL 13E APPLE LNFOFII F ANY RTDLICI OF THE COAT7N% VISCOSITY IS NEC %ARY, IT 5HALIL BE DOME N ACCORDANCE MY" THE MAIWACTURR'S LABEL DIRECTIONS 3. FEY PLM AD OTHER MVASCI 51JRFACES'I SHALL NOT BE PROW WTL IT HAS BSEH DETERMMFDT, ESESUBSTRATES HAVE CRIED SLFFC4MY TO SAFELY ACCEPT PAIN. A RE.VABLB M 96TURE METER SHOULD EE LENT TO MAKE THIS QETE Mt TION. i q LOWING N5 SURFACE, APPLY AND ELF: (OR EaAL LATIGREM TC-50 TILE CLEANER 0 DILUTION RATIO) MACCEPTASIX MOISTURE CONTENT 5HOUD BE. R82ORTH'J TO THE ARCHITECT OR HIS RLTAT INTERIOR FLOOR TILE INTERIOR KAU AND FLOOR FINISH IAYaYT5 AND PAT'fERTS FOR KITC44 K RBSTRYJMS AND DING 4. A MNMA NfR10R TUMP RATLRE OF ib D156REE5 F SHALL BE MAINTAINED DURING THE ACTLWL ROOM SHALL BE AS SHOM ON INTERIOR ELEVATIONS AD FLOOR TLE PLAN (SIE>•R5 (7A-&)- AFPLIGATIGN A v ORY1G OF THE PAINT,AND' UUL 09AFANGY OF THE MUX6 CCCURS. SHALL 13E t-~ANM AT ALL. TIES TO CONTROL EXCESSIVE HUMIDITY A ONie ROC RE5TPXM ROVR TILE SHALL BE W x 8' FORMAIN BOOM TIE NTH RAISED ADEal ATE NO WHICH HILL X ITLATIM VI AFFECT THE GRNG OF COATN65. THE 68ERAL CONTRACTOR 5 SOE.Y 55LIP RE56TANT CRO55TREAD AND 6F x V CLOVE BASE (5ff FINISH SCHEME, ITEM FT -I) RE51FOII 1 OR MANTAINNS 51ATAIXE TEMPERATURES AND VENTILATION. KITLMtHN TIIF £NWT BE 6'x b' O.WRRY TREAD tb'x b'COVE BA..ES-(FIHI5t1 SCkEPA.E I1194 FT-2) BEFORE F RA AWIN& 85546, ALL,OTNER ORAM SHALL HAVE COMA ETED THBR V40W AND SHALL B. NJ DIRT AP DEBRIS RPSULTMG THEREFROM THE ROOFS OR AREAS ARE TO BE ALL FLOOR TIME TO BE SET NTH MAPFJ KE2ABOND (OR BGILIIL. BY LATKREM OR FYI). 6ROUT FOR LEFT N BROCII I CLEAN CGNDITIAl KITCH I N / VM* ROOM TO BE MAFEi /DAL-abI " GRAY (ALTERNATE: LATMRETE /542 PIATN.H) 6. ENAMEL A 4D VARMUE14 UN DE RCOATS ARE: TO BE SANDED PRIOR TO THE RECOATI S. TOP AND PITH F ASTIJONT ACRYLIC, LATEX ADDITIVE. BOTTOMS OF I OCIRS ARE TO BE FINISHED NI THE SANE tMiJMER AS POOR FACING, AFTER THE CARh@H625 FITTIG OF THEM NOTE F05T CONST'W1GTfON CIFAN-IP NTH ANDiHER APPLICATION OF A NAQ)TRAL CLEANER WITH T. NO EXTEF TOR PALMING SHALLBEOVERTAKENF AR OR SIJRFAGE TEMPERATURE 5 BB1A"H 50 ABRASIVE ADOTIVE (WALTER G. LBS6E5 -ME AR' OR 6QLAL), AND BEST ACCOMPLISHED NTH A F, IMMEDIATELY FOUOWIG RAN OR UNTIL EN FROSIDOR COVElE ATIOH HAS :. BWJ5li ?-�-DEGREES, DWK EvAeORATED SLIFFACE5 51HOI ALWAYS BE TESTED NTH MOISTURE METER BEFORE LGE PHOSPHORIC ACID OR S-EA.FAMIG ACV ONLY FOR RBiOVAL OF ANY 6ROIJT RE50R PROOE13A45. DO NOT 115E MIRIATIC ACID PREPARATIO I OF S.IIIRFAGES INTERIOR Kau TILE A N AL- TILE FOR KITCWN AND FESTROOMP SHALL BE 4%' X 4Y4' GLAZED KILL TILE (SEE FINISHSCF ALES. C-I 4 C-3) B. WALL TILE FOR RBSTROOM ACCENT SHALL BE 4W x 4%' CLAZED TIME (SEE FINISH SGMED. C-4) 'SE G. KALL TILES TO BE T NTH TYPE I MASTIC, AND 6ROAM A5 ON FINISH %HIED. Cr I. GYFSUI DRYWAL R1RN" ALL MATERIAL AND LABOR IAECT56ARY TO PROVIDE FW-*W DRYWALL 5LWACBS IN AL AREAS S.SHEE{FD H.TO RECEIVE THIS FINISH SH ON THE DRAKNG6. TA, SPACKLE AND SAND SURFACES AS TO RECEIVE PANT, REPEAT A6 FZWREJ. ALL ORYMfALL OVER RRY P RNG AND YS M SHALL BE SO FIRECODE GYPSIJK MATERIALS SHALL 13E STANDARD PRODIXT5 MWiC7URED 1FABY US GYP5IM,NATICII GYP51IM OR 6OL.D BOD GYIPSa-1M COMPANY. CEN.MG 51ED SYSTEM PLA SH ALL MATERIALS AND LABOR TO PROVIDE A COMPLETE 5115FE VED CEI.MG NCLUDI% CELMG TII�, HAWIEFIS,6RD TEES, AND AL MOLOIN'f✓. A THE ACOUSTICAL CBLMG MATERIALS IN THE ONNS ROOM SHALL BE MINERAL. FIBER ZOWICSIT1ON. TYPE III MATERIAL PANES TO BE TEXTURED 24504"Iz9/8 REVEAL EDT£, FOILBACKED PANELS BACKPASS (SEE FINISH 5QED CT-I)E*C5BD CEILING GRIP AND FRAMINGHAL SHALL BE COLD STEEL-5FOSED C-LRFACE5 PREFNFSIED PV MAMLFACTURERS STANDARD E1AME. PANT. B. THE ACOL6TICAL CELMG IN THE THE KTSHALL BE A GYF'"r COW , K IAB.E VINYL MATERIAL.., FIREC4M 'C,ANTE SOIARE OR WX 48f X W LAY- INfi5 MPAFINISH .TOED. GT-2)CBLN5 GRD AND FLRAMMG SHALL BE COLD ROLLED STEEL„ EIFV-" S.:t1RFACES PREFmSWV CMN55 6RID AND FRAMING SHALL 13E GOLD ROLLED STEEL.. EXPOSED SMACES PREFNESHED MITE. I. THE P CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR THE GEIAUTY �HIS MORK,AD 5 NOT TO ANY PART OF IT INTO. 51ARFACE 15 IN PROPER CONDITION. 2 IF THE P, JNTINI CONTRACTOR COSIVER5 ANY 551WACE LNSIATABLE FOR PROPER FO SHAG, HE 5 TO NOTIFY 'RE GENERAL. CONTRACTOR OF THIS FACT IN MI ITINNi. HE 5 NOT TO APPLY ANY MATERIAL UPT CORRBGTNE MEASURES HAVE SEEN TAKEN. OR CEWRAL. CONTRACTOR HAS LN5TRLCTED T PROCEED. 3. ALL SLq ACES ARE To Be GFAL, IF FOR ANY REASON THE SURFACE CANNOT BE GLEAED. THIS CODITION SHIM BE PROMPTLY REPORTED TO THE WIERAL CONTRACTOR AND HVSNDY'S. 4. F THE P IINTIN9 CONTRACTOR HAS BEEN 16TPMTED BY THE 6B82AL CONTRACTOR TO BEGIN PANTING IADI CGNDITICHS, AND CIRUHSTAN.ES HE BMEVES LCILD REOLLT IN POOR PBRFOI f-jAM AD EARLY FALLIRP OF THE COATN6S HE SHAD. REGUEST A 06CISKSN N H RITNG FROM YEDY 5 THE PRM C.LFAAT .A70UID BE APP1-FD '.>C1GN AFTtSR SLRFALE FR•fPARATION FIRS BELiH C.OMPIF7iD. TO PREVENT XWMINATION CF THE SLEETRATE. INSPECTION L ANY Yo HOT CONFOI TO THE SFBCFIATIONS OR COBS NOT MEET NTH THE APPROVAL OF THE OVINER E iALL BE RB• OVED OR CORRECTED AND/OR REPAINTED AS, APPROVED BY THE ONMER. PANT 5CHM LE A EXTERIOR rRIM pO"IF.F,jUfrjANDSAappE25 (POE-3) yeI7r'S BRONXETOE.COLOR DEEP BRORETONS- (ELr3-62) PRIME: ONE (I I COAT M00RY10GD EXTERIOR FRIER (Oq4) FNSKTV02 COATS IRONCLAD RETARDO (TEMP'S?) FENCES 4 BLC (PBX-4) ONE GOAT "BE too MOORS' M(OOII Hh OBII-66 GFIAJRLESTON BROM (VtNY ACRYLIC. STAIN) .. c _ ^C t'm :E^°� '� ` i,t+rtT^.t.IM�H..a.. B. OAK TRIM -`-"..,, : OAK TO BE STARW NTH1 'I'+r+MX' WOOD FINISH STAN 4 FINISHED W/ TrO COATS OF R-fti4AX' FAST GRYNS FOLYUZETHAE,SATN FMSH.APPLY PER MHAMLFACTEIRRS PRODUCT BCaTRLGTIONS. SEE FINISH 55CHE7ULE 5-I T� a C. PANTED DRYWALL DRYKNL TO BE PRIMED WITH OB41AMN 1427RE LATEX OAGK DRY PRME SEAL (ApU AND FINISHED WITH TWO GOATS OF EIRLIAMH MCORES RECaN. AEIIA VELVET WITE ( ,7)(5EE FINISH SP6C.P-3J D. PANTED KAU FLASH XIN ' ,A AA FLECK' HEAVY D13N51TY C.04ERA6 BASE GOAT O %5 5Q FT. / GALLON, FINISH GOAT O 200 SGL FT. PER GAICH APPLY BY t"I HVIP (NIGH vCLV E LOW FRLYLRE)'..PRAY EQARI OR CORVIE NTIONU. SPRAY EMPMEiT. SEE FLUSH SGHEXAL5,5P-I,FOR GSTOM COLOI AL194ATE BACKGRI FOR RHO ZOES. DWF"FIDN 10 - SPBGUILITES EXTERIOR TRASH BN.l1oI (PEx-4) TRASH BKLO511RE SHALL BE A5 PER SPECIFICATIONS AND DRAHM6 (SITE PLAN AND SHEET 2) CIEWI A. SIPtLAC-E ALL BULDNS FREE-STANpm AND DIRECTIONAL SONS PILL INCORPORATE THE CAMEO IVIEWITY TOTAL SSIGNAC•£ INGIJUDMG ME L) AND SPEAKER 5INN5 SHALL BE FURNISHED BY ONIER AND INSTAFFM BY LNG SIGN FRFOTOR. SE APPROVED " WVI LIST. - r ♦- • . , re r♦r • ♦' • • -r- - •:r R - ♦ • :r COMMUiCATION SYSTEM TOTAL COM'MINNATION SYSTEM AS INDICATED ON DRAWHE6 (SHEET ICLA) SYSTEM SHALL BE AS, MANFAGTU2ED BY HAE.,SYSTEM SHUN. 13E F114415HED AND N5TALED BY 0/"R. C.OMRACTOR TO FURNISH CODUT,15ECTRIAL CONFECTION AND CO-ORDINAIE INSTALLATION V47H FI MTRICIAN. PUBIX RESiTROOM VOORS-VPARTITIN5 RE5TR00M STALL COOKS SHALL BE MEL IAMNE CCIM!" NT PANEL (MCP) OQ7RS A5 MANLFAGIURED BY MARI DOORS SHALL. EE T/8' THICK WTH IW?D N.MICNP COLOR LAMINATE THERMALLY REM TO THE FACE OF 45 LB ML15TRIAL PARTICLE BOARD. ALL EXTERNAL- EDSE5 SHALL BE BANDED NTH COLOR MATCHING PVC, BJSE BODING APPLIED LNDER HKH PRE;£LiRE NTH HOT MELT ADHESIVE. SEE M4IN9S FOR 512E AID LOCATIONS OF VOOR5 RELIC, RE5TRCOH ACCESSORIES I. LAUD DRYER£x'KORLD DRYER' MOM NO. R-AS MCI HUNTED aVL.VIAI N UI F NO.462 ANTE AS FlJRNISmHEID BY OVER AND INSTALLED BY BFLTRIGAL CONTRACTOR. 2 2.9 W x 47 H YINJ. MC(.NTED RATE 6lASS MIRROR W57AILE95 SIBS. FRAME 3. L1QAD SOAP U15FESERS: LAVATORY MLOLNTED TYPE 304E STAINLESS STEEL. NTH BRIGHT PCI.15H FINISH BOBRICK MODE- N0.13-= 16TALLM BY 613ER4L. CONTRACTOR. 4. TOLET TISSUE D1SP65E S: LAVATORY MOLOM lJ MBO ROLL TISSUE DISPENSER BY SCOTT MODE. NO 0I JRT INSTALLED BY 6HABRAf- CONTRACTOR. 5 H ANViCAPPEC) 6RA5 BARS, BOBRIOC SJURES ND. B-610 STAKIE55 STEEL NTH EXPOSED MILLWIIY FLASH SHALL OF SMOOTH AND RUI COMPLLETE NTH MOLIWW KIT. ALL IT" SHOWN ON ORAMNNI SHALL BE RARTI5HP9 AD INSTALLED BY GENERAL CONTRACTOR. ROOM IDENTFICATION WIN 3/4' THICK 5ADBLASTIED AND PAM W IDBOT'ICATION 5KN5 RIPE WIP BY OPIER AND 16TAIEP BY 6EWRAL CONTRACTOR. A.DA RIS5TROOfH IDENTIFICATION SIM - SE6N SHALL BE 6' X 8' BEIGE WITH CONTRASTING BROWN IC.OS N COFLLANCE PITH SECTION 4-30-6 OF TI-E ADA MAMIAI. SKIN SHALL. BE MOLKFSO CN KALL (LATCH SEE OF DOOR)SEE SIFT 6A. STAILEffi STEEL CORNERS 18 CAUSE STAIKLI55 $T®. WVP STYLE CORNER PROTECTORS N KITCHEN AREA ISTAII PRIOR TO FLOOR AND KALL TILE N ACCORDANCE NTH LOCATIONS NOTED OT EQIPMBNT PLAN (SHOT 1 EaM+IE NT Lit-1.13)SEFPUED BY SLAG METAL I'VI AND NSTALLW BY 664ERAL CONTRACTOR. KALL DECOR FRAMED ARTWORK TO BE MOLWED TO KALLS WTH CONCEALED SI ITT HARDWARE EFRJEO KNHF DECOR PACKAI FROM CREATIVE PALETTE. L CATIOS AND MICIMN5 WILiTS ARE INDICATED ON SHEET &A, INTERIOR E.EdATIOS. SILK FLAW PACKAGE THE STANDARD SILK PLANT PACKAGE WAJL _5 PRE-ASO&IBLED HAN 6*16 PLANES, PI FLANTS AND DROP-N INSERTS AS (REQAREV REFER TO SHEET WBalFMEW PLAN FOR LOCATION AND KEY. MMON5 HEI6HY5 FOR HANGING PLANTER5 ARE INDICATED ON 54EET bNNTERIOR B"ATION5 AND INSTALLED BY GBERAL CONTRACTOR FLOOR MAT5 ALL VI SiTIBUi5 ARE TO HAVE FLOOR MATS S(FPLIM BY TURNG1FF CORPORATION SAFETY PACMKAI DW1510N1 15 - .ALS F I L► EIM 1. PPOJIOE ALL LABOR, EQ)FMENT, AND MATERIALS WCESSSARY TO EXECCRITE THE PLIMM WORK INDICATED ON THE E.'RAIAND AS REWIRED BY LOCAL {.ODF5 AND ORONANI 2 PAY ALL FEES, AND ARI FOR FJBC.IITFON OF ALL TAPS, M£tER5 WITH RIEWRND 84CLOSIIRE5 (IF A ),ETC, INHERENT TO THE INSTALLATION OF MEN Mi.IA'BMG 5ERVM'E. 3 SHALL IWA.WE ALL PIPN6,OOKSTIG NOT AND COLD KATR.SAITARY AND, 51FPLY AND HOOK -LP OF ALL FIXTURES 5CWDLILED ON THE DRA iSSAD WAILATION OF OEW-R 7® PIPING WAS SHALL ALSO INN.L.UOE AL GIS PIPING, AND EGUFFOIT C0IEGTiON5 WERE REPORED. 4. ALL ITEMS SUCH AS FITT *,ETC, -HOT MENTIONED BUT "BF`RSI TO WtessARY TO CC"pL E THE PuMBNG SYSTEM SHALL BE INL'LAJFD. 5 SOIL, KASSITE, AND VENT PPMG TO BE OF MATERIAL APPROVED BY LOCAL. CODES. 6 PROVIDE CEEANOUTS FOR SM AND K067E LINES, A6 SHOWN ON ORAWINYfi AND OF TYPE APPROVED BY LOCAL GORES. 7. ALL WATER yIFPLY PIPING BE.UYL 6ROAD SHALL EE TYPE K SOFT CORPBR SiJBNG,(AVOD FITTN95 BELOW 5AS I"IM EVER 1`0550-E). ALL. WATER 51)FFLY PLOWS ABOVE 6ROAD SHALL BE TYPE L MWRD COPPER TUBING. 5 PROVIDE FOR ORAIIMG WATER SYSTBH. AND GAP ALL 5T693 UNTIL FINISH WORK 5 06TAUM INSTALL ORAN VALVE AT WATER METER NTH 3/4' HOSE THREAD AD VACJAMi BREAKER. 4 PROVIDE STOPS ON WATER SIJI TO EACH FIXTLIRE. 10. GAS PFMG FOR MATINS, SYSTEMS NTH 645-FIRED BQIIFI SHALL BE NCLILIVED IN THIS CONTRACT. 6A5 PFM SHALL BE STANDARD Y'E WAff, BLACK STEEL PIPE, SGIEDI 40. PPMG Bg705ED TO ATMOSPHERE OR WAN BELCH GRADE SHAM HAVE POLYETHYLENE PLA57M COATMG. ALL GAS RP115. FITTMYS£P AND INSTALLATION SHALL BE N ACCORDANCE WITH RfQ00.8LT'S OF UTILITY COMPANY AND ALL 60VBRHNG BOD95. II. OEL AIE AL COID AND HOT WATER PPMG NTH ARM5T"6 COMPANY ARNMFLEX '114 PFE I SLLATION. SE& JOINTS NTH AFMTP06 520 Alkf51VE IMPORTANT - HUD ALL GOLD AND HOT WATER PFI S TO WARM SIDE OF MEUATION TO PROHIBIT FREEZING. MEUATION 94A L MEET RAMIE SPREAD AND SMOKE DEVELOPED RAI REFIRED BY LOCAL CODESP. 12 PI "mS, FIXWI SHALL BE FURNISHED AND INSTALLED Y+8VB SWOON ON THE ORNMNYS. ALL FUCYURE FII AND EXP05W FIXti1RE PIPETS SHALL BE BRA65 GHROHLM PLAATED. ALL TRAPS SHAM BE CAST BRASS, ALL FIXTURES SHALL BE W4ITE,FDMl2f5 5WUI BE AS MAUFACTURBD BY AMERI.AN STANDARD. KO LE R OR GRANT AND E72JA. N ALL RESPECTS TO FIX LIFtES SPBUFIED. CLOSET SEATS SHALL BE BEI 0 . WATER CLOSET (I No.2221.015 A•ERICAN 5TAOARP.I3ONSaATED WATER -SAVER 'MADERA VITRECL5 CHINA TOILET No. IGq MY.6URB FLOOBLE 9ITLY STOP W. Ig55CC EONS AATED 'BEI OPEN FRONT WATE SPAT. NOT 56F-SUSTAININ55 HNSE. Na. IttYB SL.OAN 'ROYAL' FLLGH VA.VE(ib &Adi.L5FU KMWA 64,05ET (A-2) No.3043.102 AMERfCAN STAN 54I ELCNSA.TED KATER -SAVER 'CADET" V17RE ITS CHINA TOILET IS' HKH ' No.16q MCGURE FLEXIBLE SUPPLY STOP W.1565C BLGNGATLD 0BtTU5' OPEN FRONT MITE SEAT. LOT 9&F-5915TA1NG HINGE. Na IIIYB SLOAN 'ROYAL' III VALVI 6A.A'iJFNi LAVATORY (5-1) CORIAI SNGLE INTEGRAL VANITY TOP AND BOW. W2V BVCKSPLASH AND SIOEEPtA5I WAIVED OVERALL 512E 3P X lgHI (BOW. POSITION 'C) Comm NIB6RAL VANITY TOP n/0O19.E BOP- (F CODE REwRED) rV 2V BAGKSPLA H AND SDB RA6IE5 INCLUDED. OVERALL SUE 4i' X27 (BOA.. P051TON 12W-LR-12Z') Nb.68T2 MCGHRE ADJ)STABLE CAST BRAES 'P' TRAP NTH TI1BN5 ORAN TO WALL I% NET AND OUTLET,CLEAANOJT FLUE ESGNTCHEON. No.210I A-MiGAN 5TANDARD:'FERITAGE' FAUCET NTH FbP-IIP MAN OR No.88t0 MI 'SEA I-5TfW-W FAUCET PITH 61I 5TRAIBR WATTE Na 161 MCCIIARE R B OM TOE R15ER, M33, H402 STOP. C5OUFGFEOK PROVIDE NTH KALL HAHC-B25 , LRNCAL (-I) No.(ZOI.010 AM>RICAN STANDARR'WA-SHEROOKMTRI CHINA, KASHO%T,%' (NCH) TOP SSPD, WALL- HIND. No. I86YB %OA! 'ROYAL' RU5H VALVE NTH NTESPAL STOP MOP 51W (I No. M155-2424 FOOSHED W/ O)ARRY TILE (FT-2) Nb.8344-111 'HERITAGE' FAUCET NTH VACWM BREAKER FIXIIJF45 AHD EAX*f Lf (K-I THRIJ K-III) FIXiElII AND BUOPMEM BY OTHERS ACIM-IN FINAL GO1tC,TICNS OF REGTARED WASTE, vBJT , AND KATER SLPPLY PIPING BY Pl"M CGNTRAGTOR.ALL SUPPLY PIPING SHALL BE VALVED. I3 WATER METER 5 A POSITIVE D15PLACB•SFT METER OF THE NITATING DEG TYPE 066 RE(,URED BY LOCH. UTILITY C.OMPAN(. 14. A.6A5 'COMI'E2CCIAL' MIER HEATER SHALL BE A RtEB ID MODE. *662-156 KATER HEATER SHALL HAVE A 5TORA6E CAPACITY OF 82 GA.LON5 W/ AN ENERGY INFANT OF 156O00 BTU, A RECOVERY OF 151 &N- ONS PER HOW • A tOO DEGREE (IFAREI IT7 TEMPERATURE R15E AND BE EOAPPBD TO OPERATE GN NATLRA. 60S. KATER HEATER SHALL BE 5TAK155 STEEL CON5TRUGTIOH KITH A LIMITED FIVE-YEAR TANK K&PPANTY.WATER HEATER SHALL HAVE A FtOMER OWNER, WSATIVE-PRESaft 6A5 VALVE AC HOT SLAZFACE 16FITER TO PROVIDE A ItERIM EFFICIENCY OF LEAST q6W WATER HEATER SHALL BE FOAM MSUATBD NTH ZERO GLFARANCE TO CO ELISTIEL.E COM78USTELE BII.DMG MATERIALS AND UTILIZE 2' AM OR CPV , PLASTIC PPE FOR SEALED e*IAST EXHAIST AND AIR WAKE 120 VOLT CAF IT REQARI B. ELBGTRIG "COIMERGLgI.' KATER HEATER NTH 6LA% LIED TAN: A5 NMNFAGTIARTD BY RIM/ RHEBH W-6 MOUE_ W E505-12-6 (85 6AW.LGN CAP) CAPAGRES SHALL BE AS NOTED 04 R.IA� RAN SKY. 15 r (ALTERNATE)GAS WATER WATER BY Loom MOVE. I LM301-I50. KATER IfATEKCAPAUTIES SHALL BE AS NOTED ON PUAMETMG PLAN (SHEET 15) 15 WALL HYDRANIT5 SHALL BE FREEZIELi56 AVrClMATlCr ORANNG TYPE A5 MANUFACTURED BY MIOOFORD MODEL. 65 OR ELRIA. BY ZURN OR WAGE. wCO-ORPIHATE ALL KORKINS KITH ELECTRICAL AND HEATING CONTRACTOR. IT. TH5 CONTRACTOR SHALL ISUARA TEE ALL WORK 16TAUM LIMPER THE CCWRACT TO BE FREE FROM ANY OBFBGTNE YORKMANSSIP OR MATERIALSMIAC YEAR EXFFGTBD.AD SHOULD ANY SUCH OBIECTS DDI(E MIHIIN A PERIOD OF CE YEAR AFTER ACCEPTANCE OF THE BW.DMG BY THE O4iR, THIS C406RACTOR SHALL REPAIR AND/OR REPLACE ANY DEFECTIVE ITEM5 AND ALL DAMAGE RE5IL.TNS FROM FAIJJRE OF THESE ITEIII AT NO EXFOI KJAT90EVER TO THE OWER. 16 BACKIiAK PREVEMOR TO 13E INSTALLED NEE'! RECUR9D BY LOCAL GODS AND 5 TO EE PROVIDED BY AND INSTALLED BY THE PLIMI CONTRACTOR. 1q. SUFLY AND INSTAL PRBEMDE 6,A6 COOKIG Ea* E1IT MANIFOLD AS SHOWN ON SHEET 15A,- SLFF IED 13Y 516 METAL. WORKS 'r.A,- r. F o7E F EXI MO V9RLIgiON I. PROVIDE ALL LABOR, MATERIALS AND B(#APMEW NECESSARY TO COMPLETE THE HEATING AND VBtTILATMG WORK I OIC.ATED ON THE DRAI AND AS RISWFW BY LOCAL CODES AND ORPHAJGE'5. 2 MNCttXW N THIS 5rCTION 5 ALL HOW TO INSTALL. KII EXHALIST HOODS AND ROOM VIEWS AS 5HOYN ON THE GR4*06. All H0005 AND FANS ARE TO BE Y8DY5 STANDARD, AS LISTED ON SHOT 5-5, APPROVED 5LPFLIEF S. ROOF M Ol,WED E)a WET FAfb TO LE 16TA M ON FRE- FABRICATED CIRB FUP 11I AND INSTALLED BY WAATNS CONTRACTOR. 3 AND COOLI6, UNITS AS NDICATEP ON THE DRA'BN% TO BE RIWLSFED AO INSTALLED BY A.=, . ,-. CORRACTOR HEATING AND V83TILATM5 UNITS INDICATED ON TFE DRA"1nG5 AND HERENA: .:.IFECFBI ARE VESENED TO MEET A5HRA5 W-65 BASED ON CCLAIEMOHIO DESKNF CII ,-AYIONS OF qO F W4ER AND O F HWR. (SEE NOTE 15) 4. DIF EERSI, RE65TERS LOIVRS SEAL BE AS PER MODE. AND 512E NOICAT!D ON DRAWINNI NO SUBSTITUTES SHALL BE ACCEPTED UNLESS APPRWF9 BY TFE ONBR OR ARCHITECT` N WWTNS. pFREER5AND L.aNB,z5 NOT MEETING 5PEOFICATMN A6 940M ON ORMW46 %IAU BE REPLACED AT THE WATMG CONTRACTOR'S DMISE. 5 BEFORE FINAL ACCB'RAYCE BY OWNER, A OV#I REPRESELTATNE SHALL CHECK 04TM HVAC SY51EH AND SUBMIT A WRITTEN RffORT TO THE OWNER. FNNL, BALANCE OF MVAG SY51EM SHALL BE PERFOa'E7 BY W HNNKAL. CONTRACTOR. NO FINK. PAYMENt HILL BE MADE IINTL THE ABOVE RHIORT HIAS BEEN RECEIVED AND HVAC SYSTEMS ARE N BALANCE. 6. Y#t3RE REQARBV BY 60VRNNG ORDNANCIS,PROVIDE FIRE DAMPER5 CCOFORt9AKi TO WFA qOA. SUPPLY DUCTS TO HAVE I' FIBERGLASS, WAATIOK EXRAI INSTALLATION SHALL CONFORM TO NFPA 46. 1. WEBRE RB21RE R PROVIDE GA% 'B' &6 VENT FLUES COMPLETE NTH CAP, COLLAR AND H A5HFL4. 8. INSTALL TR34-VSTAT COMPLETE NTH ALL NARY NRING AND COTRO5,140-ATION A5 INVI.ATID ON THE DRAVOI THERMOSTAT SHALL PROVIDE FOR AUTOMTM AND MANUAL FAN OPERATION. gL INSTAL AND CCMNECT THE COMPLETE 5Y5TEMM N STRICT ACCORDANCE NTH ALL 60VRMNYP CO'7ESCRDINALYES AND THE LATEST CODES AND MARIALS OF THE NATIONAL WARM AR HEATING ' AD AR GODITION I''i ASSPGATUL 10 ADJUST ALL CONTROLS AID ECaUEtMBNT FOR PROPER OPERATION. URRMA7E AND CLEAN ALL K21PM'fW PRIOR TO ACCEPTANCE OF BULDNG O ER II. COORDINATE ALL WORK NTH ELECTRICAL AND FUA-6445 CONTRACTORS. • rr- r - VT �`+ .e ,,,rx.Y r - 13THIS CONTRACTOR SHALL 6UARAWE E AL WORK METALLED LHVER THE CONTRACT TO BE FREE: FROM THE DEFECTIVE WCRKM AI IIP AMID MATERIALS LWAL. MAR EXPECTED AND 5HClID ANY SIY.H DEFECTS DEVELOP NTHN A PERIOD OF CNE YEAR AFTER ACCEPTANCE OF THIS BULDING BY THE O4AER,TH5 CONTRACTOR SHALL REPAIR AD/OR RBPXE ANY DEFBGTNE Mi-IS AND ALL DAMGE FMLTRIG FROM FAILURE OF THEW ITEMS, AT NO DF545E HHATSSOEwH2 TO THE OLNR, 14. HVAC CONTRACTOR 5 Rf"6113L.E TO NOTIFY 6EERAL CONTRACTOR OF RBQARED CHAMYPESi N ROOF CFBNM 66 FOR ROOF TOP WITS DUE TO GHANN'E N ECILM" 7T 512E DMTATED BY APPROPRIATE OPTION ABOVE. milWi.lic01 ile r r • • ._e. III mommm WE ;1;rij lj� sl qunimoll WBoY^B STORE Ib. EllI,tICAC. PASCA A BM06 6' ,... .... " DIvem 16 - H.ELT'YlirAH, 1. O i THE CLIRRENT TSLW-e5TW /OR ORDRREN MATERIALS PROVIDE A COMPLETE BiCTRICAL,$Y5TB4 AS INDICATED CN THE DRAMINSS AND DESCRIBED HEREY'. FOLL0H1MKo %%FLIERS, IT 5 R�fERATIVE THAT YOU VERIFY CURRENT PRICES t AND AVALABILTY WITH EACH StFne . r N 0 i 2. B5GTRIC. N'JRK SHALL COM1�Y WITH THE LATEST NATIONAL 85GTRIG CODE i AS STATE (r) Ni - CONfAGT YQJR LOYAL DISTRIBUTOR P KNOM �, i Ps yyy�.�: L� aiy"J ADD OGOVEI*W CODES. 4 ' ? S' ,}'A i m . "' - '. DN6IOIH 4 - NI'f7L1RY A,,`-, 14 r 11 a i > '�„:" 3. PAY FOR ALL PERNRTS AND INSFEGTfOS AND PROMGE A CERTIFICATE GF. INSPECTION. "3°'t 1. Ci3�A1. CLAY. ,"A'3z* ' s , . ; I r~C a d 4_ PRCMDE REWIRED SERVICE AND EaWM EW 6RQlLYJ6 5YSTEMS, THE COO)IT SYSTEM SHAM PHONE No. wL`o BE B56TRIJ1IY CONT"i AND SFWJ_ BE 514 Y GRORDBD AT THE DISTRIBUTION PMH..ATJ. 800-332-1425' ++�. t I , '" "�' �', ,` ,q.. DEVICES SHALL 8E BClDCD TO THE CCHDUT 5Y'ST8-L PROVIDE A 5H'ARAtE GRWNDNC� ATI1,�fT10Ni , 11"�I;* i d,^. t CGNQDTOR N EACH GCNWIT, •12 M1YMM CR A5 5F1OWN OM DRAYNiC3�, "I ` JIM B STIK �'" �`' • < h r ` I`, Y ' S MATERIALS SHALL F8Y Ni MANIFAO7LRFJR'S HiAHE FRNITIJ THEREON ADD U'DERH•RITei ,. ,,, 2 WN-EERY k .:}" c rx I '. .i LABORATORY LISTER THE �TION OF MATERWS ALA Ea)IP1` it' TO BE PROVIDED LINER IEERLI,ON '.' i ° iF `1;. 'i CONTRACT SHALL EF N STRICT ACCORDANCE WITH THE SPECIFILATI N,5 AND DRAN114i THIS I . I (Roffl, Op) ^x 1 .: " .] �,. _ CONTRACTOR 5i SUBMIT TO THE ARCHITMT FOR APPROVAL 6 COPIES OF EZURBNT A5 PH10FE 1 ` FpO�1�0�i� MAIN DISTRIBUTION PAH3. PAIELBOARDSDSCOW-T 5NTCUE5 AHD LK�FITNS 41446e-4M } f� L 1. IXTU; i 1 J. ATTEHIIICN. "' e " i" t, .. , I KaLY KGHnJWvER , , ,i fi. DBiTPY D15COMFiCT SWTCHES WITH LAMINATED PHEiOI.IG NAF$$ATES WITH IN MNNU4 .{ . ,, ', HEIGHT LETTERS. . ; ,, „ :: ,. ' "-...=(I .. - ' _ 3. OEiFRFIs-D'S CONCAWTF ' DH.AWARE. OHIO y`. 7. PROVDE FONER HURRY, /CND YK�I'-LP FOR FAGH TiCFW1CAL AND KITCHEN 6CiIPPNBtf TIT3'L (£N'I-LTFACE (3:OYK) ,:.,;� THYS GONTRACTCR SFL'V.L MKINT,PRWIGE NRMG,ANl F'fAKE FINAL. COMrEGT1OIIG TO EaWtO T PHONE N0. `7 - CONTROL PARES (WNIGFI IFCAJIDE PFBIR® 5TARTER51R8AYS,ETCJ TiRHF�FI AND NSTALL ALL 614-3W Ibf4 STARTERS WHICH ARE NOT R1RN54ffl A6 A PART CF MECHANICAL KdAR-@tf. II AT'fEtTIQ6 ° - G8E RI LER DN510N 16 - B.SGTRIAL (C.ONT) PROVDE DEVICES NRMG AND FN00K-lP FOR THEMY BBZG�$iG Y.L7 QLBN 5HY)IDOH11 5Y5T@N A5 4. G1B4 MASTERS '. , . �' " DESCRIBED AND SPECIFIED ON DR,kH111 . WRW SHAIA. BE N CCNOIT. "'- MAVF;aN,OHro . ` (COLON CONCRETE) L ,� 9. DISCO NGT 5MC45 '.I4N.1 BE THE WAVY DUTY TYPE N N 04A I ENG.DSIRE OR F4UAL BY l PHONE Nb. ° SCHUAdE D OR ARROW -HART. SWTCU£5 fiNWJ_ BE GTAOK-H1°'KE.GNACK-13REAK,EXTERHi4LI.Y .' 1100-4,t� � .: OPERATED AND INTERLLUC7O�.., ,LAMES ROS51 10 SWTCNE5 SHALL BE 20 AMP RIBBB,L 1221-15MSLE FCLE OR 1223-1 THREE YA.Y. CLPI EX Dh119104 5 - MEPA15 REL6iTAa i SHALL BE 20 AMP "BELL 050-1. PAST AND SEYMOUR ARRCW-HART AND BRYANT 1. FORTN H'B,DPYa SNAIL BE OGTISDN AS ECIUAi1 6RClND FALLT NTERRIPTNb SHALL BE Gl:. TGTRII5F. COVER COLLPEAU5, CHID PLATES %i BE 5ERRA (PASS AND SEYMOR).SNTCH RATES TO BE 9ER1 i 05-IN DUPLEX (SERFW1HE RA_ AND D*425 ER HARIN06 J , r PLATES TO BE SVRE5 115-N DLPIJ=X RATES N Dii ROOM TO BE 4i ETC. ALL COVERPLATES 4I PHONE NO. TO HAVE SATIN FNSH I�S02 STANLF55 STD. V2CE r D1OY, ROOM PLATES) 614-241-4342 I ',. ATTENTION: i 11. Ti ELECTRICAL SYSTEM FOR SHORT CYRCIIT S AND W45ER TE5T FE i ANY! BRANCH GRCIArI PAN FORTN , I" I '; H•BRNCs PCi1RE LOIN IHPE[i GRCi SYSTH34 ". ; D1V191CH 6 - GANWea Y 12.THE R.ECTRKAL. SERVICE To THE SITE SHALL. BE VERIFY BY THIS CONTRACTOR PRIOR TO BODW 1. TRUS J05T r I .pB. THIS CONTRACTOR 5HALL PROVIDE CONHAT, CABLE, CONCRETE,CCMEC111 i ANDOTHER Cq.UNti OHro 6(iIMT'8NT REWIRED FOR AN LKXR6R0W BBCTRIAL SY5T54 FROM THE DYER COMPANY NOCF J06TS MICFO-LAM BEAMS). FJ2fIPMENT TO THE NBi DISTRIBUTION PANG. "DP`. IT SHALL BE THE FESFYJHSIELJTY OF THIS PHONE NO. (CONTRACTOR TO COOR.DNATE ELECTRICAL 58; CE ENTRANCE MW NTH THE POSER COMPANY. 800'456-4751 55CM16 CONTRACTS PITH Pai COMPANY FOR THE MSTALLAT04 OF PRPWRY ENTRANCE. ATTENNCN: i 714i GHARSE5 BY FYi"ER COMPANNY N 01i FLING NOR►. FT IRED BY FCi HENRY GRUE50N �III. N ACCORDANCE WITH Ft7NBR COMPANY ii ADD RBENLATICN5 TO WISE A _Ca i COMPLETE ELECTRIGV. 5H2VICE. 2 CQY�TRUGTION E%IIDNC, C4MIFIC)i C,GIJIMBIIS CMIO I3 THIS CONTRACTOR SHALL VERIFY ROYFR COMPANY REWIRg-8ffS AND CHARGES PRIOR TO ) I BIDDNS AM IHCLWE SU'CHI N BID PHONE NO. „I e . 800-444-4FA7 x8504 14. FOR SERVILE AND PANE F®ETt WIRNS USE TYPE 77fN LJ.AE. I)3E TW CABLE FCHR INTERIOR ATT@iTtCN: t.. BRANCH GYRGIT YNMtNb EXCEPT A5 NDTFD. Df5r6Ni 5 BA5137 Od COPPER CC:LIILTORS MD ALL JIM C4MfIB5J. "; NRMG SHALL BE C.OPPE'R. MRNNJM #12 AWE. WRNS 5HiNJ- BE N Conn. SPLICE W R6 RE5 e At* AND LAR6ER NTH APPROVED SCLOE2HJ�5 COHIEGTORS SUCH A5 N.5C0 PROPERLY TAPED 01V151pN T - M OISTUIRE coal I. � ',f e, " w" " AHD NSUATED SPLICE STWIER "i HTH M£UMMCAL COMECTOR5 SLYH 5 3M I. MR01i RGbFNS, N0. p:`.. i :'. '5COTCHLALK• TYPE R. slims+. MIAH16ua I , (RCtlFMK FROq.G75J I5 FROVIGE RGD GALVANIM2 STM HEAVY KAM CON OCO /OR PJ6THC CONOW FOR SERVICE PHONE W. AD PAHL DCODW5. FITTNT{ SHALL BE STLTHREAVL•D,SET-5CRBi TYPE MYTH 8Ci0-248-0i REULATED THRCi PM46H EW COIDIIT FOR INTERIOR WLRN3 WERE PHYSICAL DAMP6E 6 ATTBAION. "' HY7T A COMSIDEIRATICK MtYM M CCi Siff 5 N4' Ex,CEPT FOR FLEMBLE RLHOUTr TO STEVE RUTH 1 :. ' FIXTURES MOTORS. ETC. WWCH MAY BE 1/2'. l.. 2. S4fdLAPL ROCFNY, SYSTEMS Ib. CO WT SHALL BE CONCEALED POEREVER RY.�BIE AND SHALL BE WIN PARAI.IIi OR C,ANTCN, Mi664GNL5ETTS F ERFEND ,LIAR TO BULDMG WW.LS AND CEL fi (ROOFING PRODUCTS PHONE NO. ., I r f1.COi7UT INSTALLED N OR EBON SLAB SHALL BE GA.LVANLffD RISD CONDUIT J OR RA5TIO 800-451-2504 I, i ' COFLIIT.ND CONOW LARGER THAN I-W gMETER NNLL BE (STALLED IN 5LAB. ATTENTION: , i II,. TOM O'BIREN .. �. ; 1& PROVIDE 5TRUOTURA. STEM FRAT$^K7RIC AND HAN6N6 RODS HITH BRACES ADD ACCES ORY3 r <'�;, WHERE RBWIRp> TO HOLD BGUPM9NT N FINAL POSITION. PROVIDE STEB_ SNAPFS ADD FRAP£5 DN151CbH6 - G7t7R+.1[NNLC t TO W41i WALL Mali EQgR'B�LT WERE NOWAL WALL STRBi31H MAY BE NAp6pJATE. I. AM�RIGAN EXIT DEVIE (DOOR PRQpJCTSJ , 19.ELWTRCAL DEVICES, MOTOR STARTERS 011iE,T SHTGFES,E'TC.SHALL M af'Pt7RTED PHONE N0. (SHEETS BIlYL 1HE) I. . �y , NVEPEDEtf OF AND FaCd.ATED FROM BC#IPME NT VIBRATION. 6115-965-349L I ' 20. CITE NTH KITCHEN 152 it S.PFLIER ALL INTERIOR NYRW CCNGGTIONS NOXED 2 MARLITE PRODUCTS I DUR1G A55Q"'BL.Y OF KITCHEN E�lIPN'81T. R�v13Z,OHro ;r._ (VOOR PRODUCTS) I I:. ;;` 21. PROVIDE POSER TO CASH RESISTERS PITH THE FOU.OHNG 6ROUDMG REpIRENEifS, PHONE E W. 330-343 i621 i , A SYSTEM FONER AND GROLID M15T BE MADE OILY AT THE P" E NTtAN CE PAN&.. Tit ATTENNTIOL . ' GROLI D CGNUGTOR MIST BE OF INS�UATED WRE BWIIAL N 512E TO THE PONER CONUOTOR CUSTOMER SERVICE / GNRS GRANATA .� � (CCIDIRT MAY NOT BE U5B) .i5 THE 6RW1D CO'DLGTOR). , I:. 3. AJ MADLFALTURMG C.O. B THE 6ROI.ND CCNOUGTOR MW NOT BE LEW AS A RETURN OR N6)TRAL CONDUCTOR FOR KNEiAS GIN. MSSWIRI I ANY ELAPME NT AND MIST NOT BE USED A6 A GRO(.W FOR ANY EGIX+ENT OTHER TMAN CASH (BALK DOOR Si WNIDOW REGISTER 6p�t-HNT. pHgE Na. ti`. s >', 800-241-5146 G. RECEP'TTAaES FOR THE REGSTER5 MST BE 2 ROLE, 3 PORE, 115 VATS, W AMPBZSTHE ATTENTION `' CROW MUST BE INSULATED F1iOF1 THE MCLNTNG HARDWARE. RCBRT HAKE � � �', ,m D. FtOR ADOTIOW. NFORNMTrohL P REWJIRTfl CONTACF NENDY'S MIfERNATIONPL, NC., 4. COSTR.GTIN BULDIG CAMPY)r8ii5 it 4" H. LUMN-GRAJNLLI.E ROAD. fIIEY_N, Ot. CO:,U-EU3, CHID &MR PRODUCTS) ' ` ° E. THE RESISTER COLUTS "W NOT 6E USED FOR MY OTHER EQ111 1f. pHIp,E Np i 800-44.i-4KL7 xi I= " '' 21 PROVIDE FOCILRE5 AS LISTED ON LIGHTMC, FWU RE 5CHlgIE. PROVIDE NECESSARY MOLINTN6 ATTENTION, 4 I - KARM4 RE FOR A COMPLETE 16TAUATIM PROVIDE LAMP5, BA1J_AST5 AND SFWAL GCNTRCIS � JIM CAM BELL 23.R4445H AHD INSTALL EMPTY CONDUIT O/N4r"T5 MD BACKBOARD TO AGCCMMDDA tF Tfl.ff'FIQE 5. KAN18.R COMPANY, NC. COMPANY NRN6 AND EQM+M A6 SHOW ON DRAY'. WORK SHW.L BE IN iTAiJ7� N FRAHii NDIANA I .l „,� STRICT AC40ROAME WITH 7Ei 'HOE WMPANY RBU S. -: i `:: (5TOWRCHT) ' PHONE N0. " 'I L'. t 24. THIS CONTRACTOR SHWA, 01ARANTEE HOW INSTALLED LIDER THE CONTRACT TO BE FREE FROM 511-732600 , , ANY M%CTIVE NORR4+N5HP MD MATERW.S,U5U�Y, HEAR EXPECTED, AND 51 OW ANY SUCH � Fi HJY� i�` VOW-75 DEVELOP NTHN A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF THE BUILDING BY THE I,� OH M.TH IS CONTRACTOR SHALL R13'AIR AND/OR RLi1.ACE ANY DEFE£TIVE IT5-6 MD DAM06E Fx 1L5.ALAdNNM � _ RERLTNS FROM FAILME CF THESE ITE S,AT NO EITBYf WiATSCEV82 TO THE C44M WAXAHACHE,TEXA6 "' _' (STOREFRONT) I; Pli Ni I 8GYY627-6440 ,A nrzrHurt Rcwc I - Z"�A 1. TUBEMITE ETTGTTY, M. , . 4. ° (STORM} H. 17- .i II of r PHOENO. I 4 v i 80?•8E6 2227 1 e d A ir.., J,� " JOHN BOWi/Wi ' I i` y 8. VSTAYNAIl ARCHITECTURAL PRODUCTS"' x� i ' , 773Z12QL, TDG� J (5T(M) V gip, ,. i PHONE NO. I .I:. / Y :, + I. 8Q? Qb9-4567 (xi62J .° ' r h ry k A A V P AT EN110% i•x _. .. ��y /�p�� " - Y V I��I15 1III u 6 .3 . 4 1.JWV1 l�W.{.I<1 rI Vk h'. µ V, I y , -tv ¢ 'l ; , '1 tae'.t it M1 � j 0. s \.M.T�GI�Y } 1 f T X a 4j. kk �� ° ll"M1A�-Lr IY144A V) j 0 (� &. Y b i " . t ��a. r s �? I; `- '}I P41LfE Na.OlT51DE TEXAS- s ' • r '',I"'"� -}` iL5 6 .a ; . F p .F" v 80.0 388-83OT �' Pi, t °t? y a� ,, 4 s , .• U A s - 7% p r'iH r F I.'. 'i PFNOFE W. I.510£ TEXAS I P I s a"'� u t,." ,. „ iy°, w „'_CHI �I3-462-@'�L .uf y i ...t 1 ,;t.. . ., _';'"ac„ � ,_. RAY EPP5 .._. k-t z � K' 1 uie� A .i - • / •• + :II + i .• I I r - _ - I • . • . 4 ♦1 I + _, I+ • r 1 _ I r 1I S i/ �Fy»i}L ! !Y 3t¢} 1 �,",- 3 S u aI I +- i1• !- l}4 JI r k,.rJ�$a''�gy.a (',"f sll. n,-S+F< I' • I• A • •vi,$y,. '#'r23gg, ,*,' h'ir �tY ; 0 r II • r .r� _ `i +' ^.. d°C ti k P vtt Fab --l-' u a i ` • ..r - ^ • ♦ i~ ' f °Y ar. f* ��# nt yes,#„ 3 yy'," k ., �:r r ":...a . . n' z � :II i1 r '�'I♦• :/• _ , x'' , I a fi4 iR n>!w s§+r�{ �(y,,'-, �Ry`YY . :<''�"ass}ya1c#t,`3f II ai - s - r Ir r '• •.. .n'v i 'ek'} Y'i» >! t�y'^ 1Q S""` k , r r -•+ - aa�$�.''r .d' xiF-`t;t�wi k�'v ZYY}:k�Sf,, x:3 + • •' • •e.R �• k A%m.r4'�wk ,k+gfye'Pd f, ,-'i 5W _ ,..r �•. cr • '^ it`�e t f .p S"�LL"�.� h i A._l d aura , I r s - • ..t •i �s I .e _,it't4e axi.p 4w, II e fin*"H �;,. , ?, • - •• III r - • •• ` r 9. ,. ...x< a" °+x �• }i'ry., ,. roc "a•"�'*i�JiR+ :'k'c k ''sfm d -., r- • I- • 41'svµ orsypAYI..iN ``'P'A` 1-'F.- I I _- kd y } - + • �- 1( %' k y" ♦I/ • . I � ,A.e.r' e. 'z t � _,t :•I •- AP } n s s a r �li^!f3 z I It, F Y+.._k I. #ti .: � airs n v.t �s r /' •, :• • •� - - a rr ,,, +,' ,: h"�}�I ra. 4 F 5 i /I III►/-i. �i �. `S�' 4vt C i III i : 1 - • .1 - - .•• .;vkhf G ��I�"= p 43. i r •• - • • %. a g V, P e -7 Ii )IN ...°qq ptl - .- SI •' r' a" ef� td` t I r/ / ► :/- I r r •r x �' °tl-111om n� .i. -•• r• q -, -' - III • -• .-.r r r • ;r• - I III r 1 x. m r rs �. ` • r I.,. r r •r 11 e •, m • _ • r• ♦^. -r ,+ r •• -r. it •' r ♦ ! Ir -r J .I : -•• „- r r • _ .••• • • • •. •.. :•• i♦• .•- - r ''• •' r m ter►• •w.l • . ► // ti -•I• - • r I 11 •► r • r•,- •r/ •.- . ._ :I♦ . 'ram .. :+ a. rr• rill, •+ •'I• TILL ♦,• .• r _ it r • • k : • r - • v i/r -: ~r ii ♦;r r • , Ir . • , r I/ _ •---• I� .' • -.-Ir • • r, _ irs 1 , •_ C ir• . .' • .r "- - r • - - - ..r• .III • e r • • r i ,-.• ♦ r II • • I ' • I G1• . I' •• I Ir I ,♦ w. k. DAVE P M a a F I§ Ill 13 ;3 A W. N - 1 N 11 go! 8 Vevr9 STORE No, PJRICX*ASGIA SUM Df15 44 Elul rAtl-v, 51ze (-?'/STATE AVrRE% -------- ,�',Y/STATE 1*41F U7V eAlAWITY I OUT COST I TOTAL fast re 71YX;TATE TOTAL CONTRACTOR AVCqW:% CITY/STATE PHOhE etxarxaxavo �771m. 2 4kWlrY I tpAT COST I TOTAL V1, CONTRACTOR AVDFM% OTWSTATE PHONE GUAWITY tP4T CAST TOTAL G~rry I Uw C-05T I TOTAL %#Afft#.WZ St=ZSSFW.L %* Lom av TTTF 7 1 4R. H. E., V414" VMRYM STORE "A 8lWr.RAW.lA MUM0