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Home My WebLink About528 Forest Road DetailM .m 241-0114. - 4 I 1-611 6f 9f 61 11-61i' 1 R1 R1 R1 TOP OF STRUCTURE 91-9" off SAVE HEIGHT 7. COLUMN H_EIGHT.._ j SW (� FINISH GR--------------DE 0-0" 114" STEEL CABLE AROUND R1� PERIMETER OF STRUCTURE L • l PLAN VIEW 4 RAFTER 2-112" DIA. (11 GA.) GALV. STEEL TUBE (MIN Fy = 45 KSI) 1 `—QJ 4"X 4" X 3116" STEEL TUBE (MIN Fy = 45 KSI) 5-9/16" DIA. X .156" WALL STEEL COLUMN (MIN FY = 45 KSI) 22 ELEVATION VIEW 811 1 011 811 4"X 4"X 3116" STEEL TUBE (MIN FY = 45 KSI) COLUMN TOP PLATE 5 -_ 112"X 9" X 29" STEEL PLATE 7 BOLTED TO TOP BEAM USING (B) 3/4" X 2-1/4" SS HEX BOLTS W/ NUTS & WASHERS _ 1-5/8" DIA. X .109" WALL STEEL PIPE 5-9/16" DIA. X.1 56" WALL STEEL COLUMN (MIN FY = 45 KSI) 5; BEAM -COLUMN CONNECTION DETAIL RAFTER 2-112" DIA. (11 GA.) GALV. STEEL TUBE (MIN Fy = 45 KSI) 112" X 3-1/2" SS HEX BOLT W/ - NUT & WASHERS TENSIONING SLEEVE 2-718" DIA. (8 GA.) GALV. STEEL TUBE (MIN Fy = 45 KSI) 4"X 4"X 3116" STEEL TUBE 1/2' SS -7 _ (MIN Fy=45 KSI) ROUND BAR ALL CONNECTION COMPONENTS ARE FACTORY WELDED 3JI RAFTER -BEAM DETAIL i j FRONT I, (1)1/2" x 3-314" SS HEX BOLT W/ NUT & WASHERS (TYP) 4; RIDGE BEAM DETAIL #3 HOOPS @ 12" MAX. APART FROM EACH OTHER 3" WIDE, 3" LONG LOOP 112" O BAR WELDED - TO STEEL COLUMN (5) #6 VERTICAL 3" COVER RAFTER 2-10 DIA. (11 GA.) GALV. STEEL TUBE (MIN Fy = 45 KSI) 2-718" DIA. (8 GA.) GALV. STEEL TUBE (MIN Fy = 45 KSI) 30" DIA, GENERAL NOTES I -TE SHADE SYSTEI'S. BC.• STR11CNEE 1415 SEOI DESU ED'N ACCOPGkNCE WFMTK Nlt CC CODESALODGrITHANY ADOPTED STATE BLRDt MODES AID ASCE 7 TO TIE FCLLOff.'4 DESVICRffERA t. TFE fOt nATION AISLAHSSAMNPYLAI$OL EEAARY! WAM OF 1700 PSF. }ALL FASTENERS 9MLL BESTAALESSSTEEL 4, THE FABRIC SYSTEM 15 DES:G:T`.DTO NT?HSTK.D YfM L4 TO iii MPH WRH THEFABRtATTACHED. HOftV-tg THE FAS,C:C WY HOTY1Mf $WCY(IMSN EXCESS OF% L4'HA7DTSnFORE F_ - LEASE STEEL I. STEEL PEES SHALL FAVE A VINL"1 Y$LD STREY.111 Of 45FEE STEED PLATES 9UL1CWOPM TDAPMAIS 2 -ALL PARTS $PA.L BE FACTORY -WELDED TO AMEKCANWELOTD S)CM(AASI X SPECFICATOS AN),%ML UTLU E4,M XtO HAVE THE RGIE.H'TSTANOAPOS OF DIIAITTY WOFMW1 TP. 3. ALL WELDS SHALL FE FILLET WELDS NTM HA.CAPSM PE Ar4aaE THFOAT TH`C"ES-> OR FURL PF),Trk%rON GAW E WTI OS CDfXRErF' I.ALL M4AETE 94AM B E HOED AtiD F4.ACED N WCOaWOE ,W4 THF LATEST ADCITICN OF AV Olt A1731 F. Z. COIXAETE _gWLHAVE A l2CIA{:M 27 DAY COI PPESSNI S7R0.9T4 (7r) OF ]OLD ESI A CO'CREYE my MV4 A LISTED STRENGTH OF AtLEASTYX0 n TMT IS VVED PIACC1YiWa YlTfH THE MANUF.ACTLMUM RRCOWE i6AMnG ACCEPTAFAE FOR LLSE 3, REWORCM MEL 95AU BE AST" AA 15 GRADE WTH Ak-WA FVYELD STFET'GTH Ib1OFEDK4. aVITLESSOT+EP"ESHOWCO K;:Rr7F071TRsNULmr(m) FABRIC - I. 17r. ABRICI.17r. TED HOPE FASRL WAS A SEYE FACTOR OF Sly. TILS DOCL"'ENTAN) TS CONTENTS ARE THE PRCFERTY OF S1MLf SYSTEV"S. #.C, ASD CV, OTEE K0FFD, USED. &R RESOLD TO ANY PERSON OR DM Yr ('4M ViRITTEN PEF.IBSSM FROM SHADE SYSTEIS. hG PBPROOIGTICNOF THESE PLANS,EM4E-R N"I+XE CR N PART, 4ltYUDNG A'!Y F-DRII OF COPYt i AlaIXi PREPARATION OFDERYArNE VMV STr--RZOF, FOR ANY WArO14 "r,'H fFRJOR YIRNTTS.4PERAHS5tCN FROM SHADE SYSTea PC -6 STRIMY PROHgr[ 0?016 swe STSTES'S ir- NOTE TO OpwR OYNER ACCEPTS FULL RESPONSIDILII9' FOR REMOVING THE FABRIC SHADE MATERIAL FROM THE STEEL FRAME wHEN SEVERE ITATEER CONDITIONS ARE PREDICTED. SUCH CONDITIONS INCLUDE PREDICTED ffM SPEEDS IN EXCESS I OF V0 MPH. ALSO, AS STRUCTURE IS NOT DESIGNED FOR ANY SNOir LOAD, IT IS RECOMMENDED THAT CANOPY BE REMOVED MEN SNOAFALL IS EXPECTED. FINISH GRADE ) r r TOWPH GP YPLR61, 10r'J T H ITT-i 6H M JT, IlYZEVIBVED FOR BUILDING AND ZONING CODE COMPLI- � EE =111 I NCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT, i COMPLIANCE. DATE: BUILDING OFFICIAL 32" 4811 FILE COPY �-,,FOOTS :FOOTING DETAIL NOTE: HOOPS & REBARS 6 ; NOT SUPPLIED BY FACTORY j Firm lk> and Mdl . Shade k 4150 S.W. 19 Street Ocala, FL 34474 Tel.: 1-800-609-6066 $TRUCTt&L W(fH FASR_C�lDPY.R9aTJ8 CATEGORY ! EAPOS'JRE C PAPOR' INCE FACTOR SCD _ 6iS.CNd.O SPEED V.d M.PH DESr.4IY}D PRESRRE 3535 PSF DSS NUPUFr PRFSSUFv I 21 Fi PSF t. TFE fOt nATION AISLAHSSAMNPYLAI$OL EEAARY! WAM OF 1700 PSF. }ALL FASTENERS 9MLL BESTAALESSSTEEL 4, THE FABRIC SYSTEM 15 DES:G:T`.DTO NT?HSTK.D YfM L4 TO iii MPH WRH THEFABRtATTACHED. HOftV-tg THE FAS,C:C WY HOTY1Mf $WCY(IMSN EXCESS OF% L4'HA7DTSnFORE F_ - LEASE STEEL I. STEEL PEES SHALL FAVE A VINL"1 Y$LD STREY.111 Of 45FEE STEED PLATES 9UL1CWOPM TDAPMAIS 2 -ALL PARTS $PA.L BE FACTORY -WELDED TO AMEKCANWELOTD S)CM(AASI X SPECFICATOS AN),%ML UTLU E4,M XtO HAVE THE RGIE.H'TSTANOAPOS OF DIIAITTY WOFMW1 TP. 3. ALL WELDS SHALL FE FILLET WELDS NTM HA.CAPSM PE Ar4aaE THFOAT TH`C"ES-> OR FURL PF),Trk%rON GAW E WTI OS CDfXRErF' I.ALL M4AETE 94AM B E HOED AtiD F4.ACED N WCOaWOE ,W4 THF LATEST ADCITICN OF AV Olt A1731 F. Z. COIXAETE _gWLHAVE A l2CIA{:M 27 DAY COI PPESSNI S7R0.9T4 (7r) OF ]OLD ESI A CO'CREYE my MV4 A LISTED STRENGTH OF AtLEASTYX0 n TMT IS VVED PIACC1YiWa YlTfH THE MANUF.ACTLMUM RRCOWE i6AMnG ACCEPTAFAE FOR LLSE 3, REWORCM MEL 95AU BE AST" AA 15 GRADE WTH Ak-WA FVYELD STFET'GTH Ib1OFEDK4. aVITLESSOT+EP"ESHOWCO K;:Rr7F071TRsNULmr(m) FABRIC - I. 17r. ABRICI.17r. TED HOPE FASRL WAS A SEYE FACTOR OF Sly. TILS DOCL"'ENTAN) TS CONTENTS ARE THE PRCFERTY OF S1MLf SYSTEV"S. #.C, ASD CV, OTEE K0FFD, USED. &R RESOLD TO ANY PERSON OR DM Yr ('4M ViRITTEN PEF.IBSSM FROM SHADE SYSTEIS. hG PBPROOIGTICNOF THESE PLANS,EM4E-R N"I+XE CR N PART, 4ltYUDNG A'!Y F-DRII OF COPYt i AlaIXi PREPARATION OFDERYArNE VMV STr--RZOF, FOR ANY WArO14 "r,'H fFRJOR YIRNTTS.4PERAHS5tCN FROM SHADE SYSTea PC -6 STRIMY PROHgr[ 0?016 swe STSTES'S ir- NOTE TO OpwR OYNER ACCEPTS FULL RESPONSIDILII9' FOR REMOVING THE FABRIC SHADE MATERIAL FROM THE STEEL FRAME wHEN SEVERE ITATEER CONDITIONS ARE PREDICTED. SUCH CONDITIONS INCLUDE PREDICTED ffM SPEEDS IN EXCESS I OF V0 MPH. ALSO, AS STRUCTURE IS NOT DESIGNED FOR ANY SNOir LOAD, IT IS RECOMMENDED THAT CANOPY BE REMOVED MEN SNOAFALL IS EXPECTED. FINISH GRADE ) r r TOWPH GP YPLR61, 10r'J T H ITT-i 6H M JT, IlYZEVIBVED FOR BUILDING AND ZONING CODE COMPLI- � EE =111 I NCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT, i COMPLIANCE. DATE: BUILDING OFFICIAL 32" 4811 FILE COPY �-,,FOOTS :FOOTING DETAIL NOTE: HOOPS & REBARS 6 ; NOT SUPPLIED BY FACTORY j Firm lk> and Mdl . Shade k 4150 S.W. 19 Street Ocala, FL 34474 Tel.: 1-800-609-6066 � 0 STRUCTURAL RAL L N:0. UA53 STS TC082407 REP: O'BRIEN & SONS, INC, 800-835-0056 JRB I Job- c UG 5066 1 OF 1 o � v 4� C) C 0 •P" c � 0 STRUCTURAL RAL L N:0. UA53 STS TC082407 REP: O'BRIEN & SONS, INC, 800-835-0056 JRB I Job- c UG 5066 1 OF 1