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s d IMPORTANT: The footings sizes provided are estimated only. Depending on local conditions, actual engineered concrete footings may be substantially larger than estimates provided herein. <br /> Shade Systems is not responsible for actual engineered footings sizes differing from the estimates given or for any additional concrete installation costs which may be incurred by you as a result thereof. <br /> ^` SHADESYSTEMS <br /> ---- <br /> GENERAL ASNOBS Shade A� <br /> (� 20' © WITH ETHE 2015 IBC CODES ALONG WITH ANY ADOPTED STATE BUILDING BEEN DESIGNED IN CODESE <br /> AND ASCE 7 TO THE FOLLOWING DESIGN CRITERIA: M o <br /> AIL 8'-0' • <br /> Tor of STRUCTUREWIFABRIC �2J�� �n <br /> • CANOPY REMOVED 4150 S.W.19 Street <br /> 1C-2 C4 _'15•4" TOP"1' EXPOSURE Iala, FL 34474 <br /> Q -IMPORTANCE FACTOR 1.00 T -800-609-6el.l..::1 66 <br /> 2-1/2•DIA.(11 GA)STEEL TUBE el <br /> (MIN Fy"45:if). -BASIC WIND SPEED150 MPH <br /> R4 -DESIGN WIND PRESSURE 35.36 PSFlillY <br /> LIMINARY AND TENTATIVE <br /> •DESIGN UPLIFT PRESSURE 21.75 PSFO / NOT FOR CONSTRUCTION2-THE FOUNDATION ASSUMES A MINIMUM SOIL BEARING CAPACITY OF 1700 PSF. <br /> COLUMN4-► ATION SHOWN IS SUBJECT <br /> 6518"DIA•STEE WALL3•ALL FASTENERS SHALL BE STAINLESS STEEL BY MFR PRIOR TO <br /> H yER•1 ¢qyE (rR-2 (FM SIDE) STEEL PIPE"8'-0- EIGKrR-3 (NEARSIDE) 4-TIE FABRIC SYSTEM IS DESIGNED TO WITHSTAND WINDS UP TO 115 MPH WITH USE ONLY DRAWINGS ANDTHE FABRIC CHED.HOVVEVER THE BRIC ONS PROVIDED WITH YOURR CONSTRUCTION. <br /> STEEL <br /> 1.STEEL PIPES SHALL HAVE A MINIMUM YIELD STRENGTH OF 45 KSI. <br /> COLUMN 1 COLUMN 2 STEEL PLATES SHALL CONFORM TO ASTM A36 <br /> Qr <br /> 5A/16"DIA.X.156'WALL 5-9/16'010.X.156"WALL <br /> N !G STEEL PIPE STEEL PIPE 2-ALL PARTS SHALL BE FACTORY-WELDED TO AMERICAN WELDING <br /> (MINFy=45KSI) (MINFy45KSI) SOCIETY(AWS)SPECIFICATIONSANDSHALLUTILIZEUO46ANDHAVETHE <br /> HIGHEST STANDARDS OF QUALITY WORKMANSHP <br /> 3•ALL WELDS SHALL BE FILLET WELDS WITH MAXIMUM PERMISSABLETHROATSND I ISTED THICKNESS OR FULL PENETRATION GROOVEWEIDS.- CONCRETEx ®TING DETAIL Ara. SEE FOOTING DETAIL 40, <br /> STRUCTURE SEE FOOTING DETAIL'rR OF 3000 PSI.A CONCRETE MIX HAVING A LISTED STRENGTH OF <br /> AT LEAST 3000 PSI THAT IS MIXED IN ACCORDANCE WITH THE ^p <br /> ECTION A MANUFACTURER'S RECOMMENDATIONS IS ACCEPTABLE FOR USE Cl <br /> Cl PLAN VIEW C-3 5.f °i 3-REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 WITH A MINIMUM,, YIELD STRENGTH(Ty)OF W KSL <br /> 4-UNLESS OTHERWISE SHOWN,CONCRETE COVER SHALL BE 3"(MIN). <br /> _-_-.._.._ __-..___- FABRIC ."4 l <br /> % 1-KNITTED HDPE FABRIC HAS A SIEVE FACTOR OF 64% <br /> THIS DOCUMENT AND ITS CONTENTS ARE THE PROPERTY OF <br /> SHADE SYSTEMS,INC.,AND CANNOT BE MODIFIED,USED,OR RESOLD CL.). <br /> TO ANY PERSON OR ENTITY WITHOUT WRITTEN PERMISSION FROM <br /> TENSIONING SLEEVE R•3 SHADE SYSTEMS,INC.REPRODUCTION OF THESE PLANS,EITHER IN WHOLE <br /> 2-7/8"DIA.(8 GA.) OR IN PART,INCLUDING ANY FORM OF COPYING ANDER PREPARATION TH <br /> OF DERIVATIVE WORKS EREOF,FOR ANY REASON WITHOUT PRIOR WRITTEN <br /> 1/2"SS ROUND BAR STEEL TUBE Q PERMISSION FROM SHADE SYSTEMS,M.45 STRICTLY PROHIBITED. <br /> (MIN Fy=45 KSI) ,+ 1-2"SS ROUND BAR C)2015 SHADES SYSTEMS INC. <br /> 1/2"SS TAMPER 11 '-"",,.. ' ' NOTE TO OWNER: '4,ft.) <br /> RESISTANT BUTTON <br /> SOCKET SCREW r OWNER ACCEPTS FULL RESPONSIBILITY FOR REMOVING <br /> =�� / TRE FABRIC SHADE MATERIAL FROM TBE STEEL FRAM <br /> ` 2-112"DIA.(11 GA.) R-1 R-4 9 , <br /> (1)1/2"x 3-1/2" STEEL TUBE2-1/2"DIA.(11 GA.)STEEL TUBE WREN SEVERE WEATHER CONDITIONS ARE PREDICTED. <br /> (MIN Fy=45 KSI) Im 1=11111:1193.3.311:1 m) A (MIN Fy=45KSp SUCH CONDITIONS INCLUDE PREDICTED WIND SPEEDS <br /> WITH SE HEX BOLT ,• IN EXCESS OF 90 MPH. ALSO,AS STRUCTURE IS NOT <br /> �� — (1)1/2"x 3-1/2"SS HEX BOLT DESIGNED FOR ANY SNOT!LOAD,IT IS RECOMMENDED <br /> WASHERSNUTP 1mill 1/2"SS TAMPER RESISTANT - WITH NUT&WASHERS(TMP) TEAT CANOPY BE REMOVED WHEN SNOWFALL IS EXPECTED. <br /> � ) .-ai. BUTTON SOCKET SCREW RAFTER BEAM , <br /> - 2-1/2"(11 GA-) (1)112"DIA.x 1-112" n�., <br /> 1/2"STEEL TOP PLATE GALV.STEEL TUBE SS HEX BOLT /8"DIA.x.188"WALL <br /> (MIN Fy=45 KSI) WITH NUT&WASHERS(TYP) PIPE <br /> 5-9/16"DIA.x.156"WALL QR-2 ( 45 KSI) <br /> STEEL PIPE <br /> (MIN Fy=45 KSI) Ak <br /> Approved: <br /> 1 RAFTER-TO-COLUMN DETAIL ®CENTER CONNECTOR RAFTER-TO •` ,.• N 4 <br /> FOR 1, 2 & 3 (BOTTOM VIEW) O CONNECTION .. <br /> 20' 0" 2 <br /> FT/CL 2 f ¶ FT/CL 4 FINISH GRADE `D <br /> 24X30 30X54 N,11=-1 : 1 1-111-1 <br /> • + 3f 0 #3 HOOPS @ 12"MAX -I 11=1 YTS <br /> APART FROM EACH OTHER 2-3/16"DIA.(12 GA.)GALV.STEEL TUBE <br /> ,o f (NOT SUPPLIED BY FACTORY) MIN F 45 KSI <br /> ( Y- ) <br /> 10 <br /> 4 C4 <br /> #3 HOOPS @ 12"MAX. FINISH GRADE 3"WIDE,3"LONG LOOP , M <br /> APART FROM EACH OTHER [—in=_ =11 I 12"0 BAR WELDED •' <br /> (NOT SUPPLIED BY FACTORY) ,)-1 I TO STEEL COLUMN e°M, a - S a TM - - 1 I Model: <br /> N 3"WIDE,3"LONG LOOP ,i • = ° SK202008/16 <br /> 1/2"TO 0 BAR WELDED %: 0 1• 4.. n <br /> TO STEEL COLUMN j. / <br /> —s , . M (5)#6's VERTICAL . • ; ?, <br /> ' <br /> • <br /> a.• (NOT SUPPLIED BY FACTORY)..„...--4-. " Revisions <br /> (4)#6's VERTICAL0_ <br /> j • e.. <br /> \ -0 X yEj} (NOT SUPPLIED BY FACTORY) •' , B CENTER CONNECTOR REP: <br /> INSERTS <br /> FT/CL 1 FT/CL 3 j, 24"DIA. �; �, 30" DIA. <br /> 24X30 24X30 FOOTING DETAIL g FOOTING DETAIL > <br /> 0 APProved: ,IRR Job: <br /> FOOTING LAYOUT COLUMNS 1,25.6 3 COLUMN 4 M Checked: MG QTE 20/ <br /> Drawn: AB y/ <br /> Date: 12/14/2015 Sheets: <br /> NOT TO SCALE <br />