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Home My WebLink AboutPLANSSCANNED BY St. Lucie County DESIGN WIND LOAD: Based on the 2017 Florida Building Code, 61h Edition (ASCE 7-10) using Risk Category II, Exposure C and 170 mph wind speed. FASTENER NOTE: Use 18-8 stainless steel bolts, w/spacers thru EIFS, as listed: Lag bolts in wood studs. All thread bolts with blocking between studs. BUILDING WALL 2'-0" CANO PY ' --- i i 6'-0" CENTERS 13'-4" J 3 1'-5" 6'-0" CENTERS CANOPY 2'-0" CANOPY PLAN VIEW —4" CANOPY BUILDING WALL 2'-0" CANOPY L 6'-0" CENTERS A 13'-4" CANOPY PLAN VIEW 2'-7" 6'-0" CENETERS 03/8" 18-8 STAINLESS STEEL BOLT TO SUIT WALL (4) IN 4 1/2" x 6" PATTERN TOTAL (8) IN CANOPY ELEVATION VIEW 4'-9- 2"x6 1/2" MOUNTING PLATE 1/4" ALUMINUM w/1/8" ALUMINUM TAB WELDED TO FRONT 3/8" CLEVIS 03/8" THREADED ROD w/01 1/2" ALUMINUM PIPE COVER 2" x 8" ALUMINUM TUBE CANOPY FRAME MITERED & WELDED 1/8" ALUMINUM PITCHED CANOPY TOP 3/8" CLEVIS� 8" NF 6" SIDE VIEW IL!GR/FF/) t 107 S ATE OF 9y8" 4Y" 2'-4" Robert —James & Associates, Inc. 12255 West 187th Street, Mokena Illinois 60448-9737 phone: 708-479-8385 fax: 708-479-8395 email: ga37®comcast.net 2'-0" OVERHANG ALUMINUM TUBE CANOPY FOR THE FRONT ELEVATION r J. GREENAN Dln: 25 Jun 18 NO E DRAWING NUMBER SHEET REV W J. HGGAN m' 25 Jun 18 NONE 1806124 2 OF 3 A T- 2'-0" CANOPY 6'-0" 1-5n CENTERS BUILDING WALL 12'-4" CANOPY PLAN VIEW 2"x6 1/2" MOUNTING PLATE 1/4" ALUMINUM w/1/8" ALUMINUM TAB WELDED TO FRONT 3/8" CLEVIS n 6'-0" 1 CENETERS 1 -5" 03/8" THREADED ROD w/01 1/2" ALUMINUM PIPE COVER 03/8" 18-8 STAINLESS STEEL BOLT TO SUIT WALL (4) IN 4 1/2" x 6" PATTERN TOTAL (8) IN CANOPY ELEVATION VIEW 2" x 8" ALUMINUM TUBE CANOPY FRAME MITERED & WELDED 1/8" ALUMINUM PITCHED CANOPY TOP 3/8" CLEVIS� 8" 6n 2 --0" � SIDE VIEW e\�eswluu/�// ®may OF ST/9 S p �� \ �_ae• Yr • \ �Its�,r 948n 2'-4" CENTERS 1. 8'-0' CANOPY PLAN VIEW 1'-0' 6'-0' — CENETERS TOTAL (8) IN CANOPY ELEVATION VIEW TWO (2) OF THESE CANOPIES TO BE INSTALLED ON THE BUILDING ONE AT EACH OF THE DRIVE THRU WINDOWS DESIGN WIND LOAD: Based on the 2017 Florida Building Code, 6th Edition (ASCE 7-10) using Risk Category 11, Exposure C and 170 mph wind speed. FASTENER NOTE: Use 18-8 stainless steel bolts, w/spacers thru EIFS, as listed: Lag bolts in wood studs. All thread bolts with blocking between studs. 2'x6 1/2' MOUNTING PLATE 1/4' ALUMINUM w/1/8' ALUMINUM TAB WELDED TO FRONT 03/8' THREADED ROD w/01 1/2' ALUMINUM PIPE COVER 1/8' ALUMINUM PITCHED CANOPY TOP 3/8' CLEVIS 8' 2' x 8' ALUMINUM TUB 6' CANOPY FRAME MITERED 8: WELDED 3/8' CLEVIS SIDE VIEW SITE: Burger King Location No. 576 6598 US Highway 1 Port St. Lucie, Florida 34952 a ju i1WTE of t•�1 �EOR.1S)P ' .ig ` 1111111\�\ i" I GATE I DEXEwx I APP M Robert —James & Associates, Inc. 12255 West 187th Street, Mokena Illinois 60448-9737 phone: 708-479-8385 fax: 708-479-8395 email: da37®comcast.net ""` 4'-0" OVERHANG ALUMINUM TUBE CANOPY OVER DRIVE THRU WINDOWS WMN BY J. GREENAN OAr: 25 Jun 18 X DRAWING NUMBER SHEET REV. *EMU J. HOGAN DA'h 25 Jun 18 NONE 1806125 1 OF 1 A BUILDING WALL 2'-0" CANOPY L 24'-1" W-7" CANOPY 11'-3"CANOPY PLAN VIEW 5'-2" 3'-9" CENTERS DESIGN WIND LOAD: Based on the 2017 Florida Building Code, 6th Edition (ASCE 7-10) using Risk Category Ii, Exposure C and 170 mph wind speed. FASTENER NOTE: Use 18-8 stainless steel bolts, w/spacers thru EIFS, as listed: Lag bolts in wood studs. All thread bolts with blocking' between studs. 2,-0" CANOPY 4'-6" �CENTERS� BUILDING A WALL 6'-3" CANOPY tttl"ll//� cF L. GR/F� a At a4 _ STATE OF FEORiDP'. SITE: Burger King Location No. 576 6598 US Highway 1 Port St. Lucie, Florida 34952 I MY I aTE I DERMON I AaPn W I Robert —James & Associates, Inc. 12255 West 187th Street, Mokena Illinois 60448-9737 phone: 708-479-8385 tax: 708-479-8395 email: ga37®comcast.net 2'-0" OVERHANG ALUMINUM TUBE CANOPY FOR THE MAIN ENTRANCE J. GREENAN MIL 25 Jun 18 5 Au J. HaGAN M 25 Jun 18 NGNE I 1806123 1 1 OF 31 A i 2'-0' CANOPY L 17'-10' S'-0' �CENTERS� 6'-0' CENTERS CANOPY I 11'-3" CANOPY PLAN VIEW 9�v 5'-0' 9 v e 6'-0' �CENETERS� �CENETERS 03/8' 18-8 STAINLESS STEEL BOLT TO SUIT WALL (4) IN 4 1/2" x 6' PATTERN TOTAL (8) IN CANOPY 03/8' 18-8 STAINLESS STEEL BOLT TO SUIT WALL (4) IN 4 1/2' x 6' PATTERN TOTAL (8) IN CANOPY ELEVATION VIEW 2'x6 1/2' MOUNTING PLATE 1/4' ALUMINUM w/1/8' ALUMINUM TAB WELDED TO FRONT 3/8' 03/8' THREADED ROD w/01 1/2' ALUMINUM �° PIPE COVER 1/8' ALUMINUM f PITCHED j CANOPY TOP i 3/8' CLEVIS 2' -4v 1 6" 1--- Jul 2' x 8" ALUMINUM TUBECANOP MITERED RYWELDED SIDE VLE NWFRAME�` L. Rai STATE OF F 2'-0" CANOPY L CENTERS r--- - - - - - - - - - - - - - - - - - - - - - -� 2'-0" CANOPY L Imo-- 5'-2" CANOPY -I PLAN VIEW " 3'-9" n CENETERS 03/8" 18-8 STAINLESS STEEL BOLT TO SUIT WALL (4) IN 4 1/2" x 6" PATTERN TOTAL (8) IN CANOPY ELEVATION VIEW 4'-6" �CENTERS � 6'-3" CANOPY PLAN VIEW n 4'-6" 10y CENETERS 10y" 03/8" 18-8 STAINLESS STEEL BOLT TO SUIT WALL (4) IN 4 1/2" x 6" PATTERN TOTAL (8) IN CANOPY ELEVATION VIEW 2"x6 1/2" MOUNTING PLATE 1/4" ALUMINUM w/1/8" ALUMINUM TAB WELDED TO FRONT 3/8" CLEVIS 03/8" THREADED ROD w/01 1/2" ALUMINUM 4y2" PIPE COVER I III 2" x 8" ALUMINUM TUBE CANOPY FRAME MITERED & WELDED 1/8" ALUMINUM f r PITCHED o CANOPY TOP a° 3/8" CLEVIS a 2i -4n i- 2 8" 6 2'-0" ---:� Cf �e SIDE VIEW SIGNAGE NOTES: 1 1. SIGNAGESHOWNMLLBEPERMTfTED c"P/FZAw1H6 YLX UNNCALCULARATE PERM. 2. SIGN CALCUTATIDN: SIGN S-1-28.3 sq.R - - SIGN S-2-28.3 sq.R SIGN S-3 = 28.3 sq.M1 TOTAL =8eq.M1 �mPM�L*. 13A�X I 4.9 MAX ALLOWABLE =128 sq.& Wmul9tioe . .+11iE.HYlihil- ARCHITECTURAL ELEMENTS: 1. PREDOMINANTLYVERTICAL, RECTANGULARWINDON5. 2. RAISED CORNICE. 3. SAHAMASHUTTERS 4. LATTICE DETAIUNG 5. STONE or PAVERS AT PROJECT ENTRY. DROP40FF or PEDESTRIAN GROSSING (33D sglL min.) SEE CIVIL PLAN S. COLUMNS Bt BOTH ENTRANCES. DFPYN BME W �SNCW sPE.FGAIGN k (• SNPCD R.BY NN1L CORP (OR EWAL) YWPED N 91BSTR'TE PER u SPmoo. REL EOFILATMS. BUILDING HORIZ r. REVEALS -STUCCO `fSGLLE srM ] 1'-O' a\ 2A.]8• y FALSE P.. LAP i TO NATON (uC-IG) 0R_EF. ELEVAPONS 1`T T.O. COPING UV PMMET UGXT BMD BY MPROV SUPPUER $ e M CCNNG / SREL PIPE B .G, PEFFA TO 5WT 11 MAISNwT BMBQi IFO U% GXTXG L Dp Gl sTER) j I (REFER TO TOT GLEE(] �.. CF 9LL - O DRI`2-1XRY TOP vG hA (. ]• 1w SLRMS • RL STS1. (BOTHBDEs ul Ew wo ( RM To vPE-01C. xq£5) uK. IYC-zG) EGA TosCCrs s p B fFG HXIE„ 1 (B1; RAPET LIGHT BAND DETAIL Cu EBREdYMO D .:.{ FF-1G CWMG10 XC MpdG Kos WEfRWON"GoF' E YO BfIIRID 1 - 4 61 GEYdID - I I' I i{lalJil ' ':I TO GA. WY ESiAD PMMET _ L• ?i f 1 Y11 {(Y 17},T O PABA4T BMD L - E, la 1 T Lf 1( • �FJ*uR • F➢�(1 ,, ING In: GMAMA aN ER (BEY09) ll - • c L • EFF. TI 3 , - , . , . IAIII£ _ 9 Tre a WPUIG m-r PRDNDE ECi-1C SiMD'C. SFAN RW'C. SYS ,MLG µLIOE YIITBUI£ 9CN MP�D ROOF RWPPD NU1G ROOF z , l (REP. ]NT_A- F F UOIi BANK BY ipIUNE D DXE OF BERNO PMMET TB EF1B W INNG, 1. B Af F. flDY OEO{ YMOI XDbli E PIR BMp �- MP.iB a ML•iB 91µ0 rc-EF-1G MGIB M0.1B l Go ii-Till y. �t 1� SCA{E' /A• YUGHT MUFAC O BY aw CON ^ n (ip IIIF,AES . M. � .tit-1G 'o ...v. yIro RK£ DRALOP'ECT C TD CALM BKCNL ^�. T� GIG BIYN•G Y/JI ROCPG FF1G MPJG M INCTI MOAN/, `NW PM'EIS I= NO) 1....CNRErl SP LI.XI YWTLK ¢WS GFI BE uIXMlID. ML IDMVS O' 1V OR YOtE OIAU HAW YWn GGKw 9!Aus w TIE LwTm R. Wulbem M. GF ,HI ANG,. E8 Architect PA iTOPiz 5. � SR _ 1kpr FyPq J FI O i E61G ATION - ,• l wI M T VERTIC�L iGP OF CMµ4 le'-r y> NDFaT[T-eulu0 $ _ z2Y IA O EPdG DRIK-MROUG EME iD BE UISN(W1..E.R A<2'Ga) MWm UNk F SMF-¢09X0 CMlVE-PU -S1FPRFCTNC A11X.) AND IS' (YM) RfFXwcE M!xoor sCNEMENBGET A-n (TWCALW.) LNCCD FOR. FLCCRaE XMAI% FsR EB'1G T0.�1o0•FREE(��RfOFFAna. RF}]ro To EGwBIMMS CENS. D-eW PASPI-TIRU WENINC FOR MPFR rclxYC 2-P 2-C WINGATW COISGRON BOX. O_e{• REFER TO DEial. WET A-1.1 (TYPICAL) —)DRIVE THROUGH (NORTH) ELEVATION U.s a Il) COGMLE RROG' FSYL GF/.Y �L' FFEG NWG 83 EFFBG EP.. NmiYAHV ACnMFA MpJG EFdG NWB BEYWD LM/MSM G CM XD U E I LM SM:NG 2C ' NGiG EF.1G MGIB MP.IB flCT :^ iCP Lf PV X D -T T�F'0 RCS .IR ... sl R• G• _ - .._..�_ . TON OF COPINGS �TW Lf CO�XG k\ iW OF CWWG� T r^" aI¢'-."'%"'% ' 1 B•-1• 72•0 .0R0 JJ { BEYOA TR-IG QED M0.30, F ,I (RIR11) To. S'NiRikay$ rx , a.�a BEYWD BEYOND L EISCIRILK L GM YAXLE Y' �µW w,P . EP.G EFSG _ REAR (EAST) ELEVATION /GI 1/4' - I'-P m 2p1 ' .IN. . G0. gn O S V t cD Y •L: CN O ^ p Ba o N ZV rzQ FG IE � 6K K CA Y000'M� aQo�o WDy w ��30U OR D 7QwGG iX mC�Jz0Dl p2 X, 9 rev' 81l - bZ6o ST. LUCIE COUN BUILDING DIVISI FOR DATE PLANS A R fIT MUST BE KEPT ON OB OR NO INSPECTION WILL BE MADE THESE PLANS AND ALL PRO�OSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY HELD INS"rECTORS THAT MAY BE NFCE88ARY IN ORDER TO i COMPLY WITH A.�L APPLICABLE CODES. CONCFALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OFRECOR9