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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 /> GENERAL NOTES S h ad e„ <br /> 1-THE SHADE SYSTEMS,INC'.'STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE <br /> 201 .T WITHTHE20151BC CODES ALONG WITH ANY ADOPTED STATE BUILDING CODES <br /> G 3 AND ASCE 7 TO THE FOLLOVANG DESIGN CRITERIA: Q3T rpl M Q3- <br /> 18'-0' TOP 0 STRUCTURE WIFABRIC l•U\Yf/ `G' <br /> IV CANOPY REMOVED <br /> C-2 C-4 ,5•�• TOPW 4150 S.W.19 Street <br /> -CATEGORY 1 <br /> -EXPOSURE c Ocala, FL 34474 <br /> 2-1/2'CIA.(11 G0.)STEEL TUBE 2 4MPORTANCEFACTOR I.W Tel.:1-800-609-6066 <br /> (MIN Fy 45 KSI) -BASIC WIND SPEED 150 MPX <br /> R-4 -0ESIGN WIND PRESSURE 35136 PSF <br /> •DESIGN UPLIFT PRESSURE 24.75 PSF NOTE:PRELIMINARY AND TENTATIVE <br /> 1 2-THE FOUNDATION ASSUMES A MINIMUM SOIL BEARING CAPACITY OF 1700 PSF. DRAWING.NOT FOR CONSTRUCTION. <br /> R-2 R-4 COLUMN 4--► <br /> EAVE R-1 SAVE —R-2 IFAH SIDEi 6-516'd0.x.188'WALL }ALL FASTENERS SHALL BE STAINLESS STEEL. ALL INFORMATION SHOWN IS SUBJECT <br /> r-0' HEIGHT <br /> ,q 6•-0' HEIGHT —R-3 (NEM 6bE) STEEL PIPE TO CHANGE BY MFR PRIOR TO <br /> 4TNE FABRIC SYSTEM S DESIGNED TO VATMSTANp WINpS UP TO tt5 MPH WITH DELIVERY.USE ONLY DRAWING$AND <br /> TDI- TOPd r�• TOPK (MIN Fy-45 KSI) THE FABRIC ATTACHED.HOWEVER THE FABRIC MAY NOT WITHSTAND WINDS <br /> IN EXCESS OF 90 MPH AND THEREFORE RELEASE. INSTRUCTIONS PROVIDED WITH YOUR <br /> ORDER FOR CONSTRUCTION. <br /> STEEL: <br /> 1-STEEL PIPES SHALL HAVE A MINIMUM YIELD STRENGTH OF 45 KSL <br /> jo COLUMN 1 COLUMN2 STEEL PLATES SHALL CONFORM TO ASTM A <br /> Q - 36 SA/16'DIA.X.156"WALL 59/16'DIA.X.156'WALL <br /> N STEEL PIPE STEEL PIPE 2-ALL PARTS SHALL BE FACTORY-WELDED TO AMERICAN WELDING <br /> (MIN Fy=45 KSI) (MIN Fy=45 KSI) SOCIETY(AWS)SPECIFICATIONS AND SHALL UTILIZE E70S6 AND HAVE THE <br /> HIGHEST STANDARDS OF QUALITY WORKMANSHIP <br /> 1-ALL WELDS SHALL BE FILLET WELDS WITH MAXIMUM PERMISSABLE THROAT �I 1 <br /> ' ,1 0'-0' FINISHED THICKNESS OR FULL PENETRATION GROOVE WELDS.IV. <br /> _yam f CONCRETE: <br /> R-1 R-3 I('{/ TALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE <br /> EE DOTING DETAIL SEE FOOTING DETAIL LATEST ADDITION OF ACI 301 AND 318. �b <br /> 1/4"0 STEEL CABLE AROUND <br /> 2-CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH(r,) \ <br /> PERIMETER OF STRUCTURE SEE FOOTING DETAIL OF 3000 PSI.A CONCRETE MIX HAVING A LSTED STRENGTH OF <br /> AT LEAST 3000 PSI THAT IS MIXED IN ACCORDANCE WITH THE <br /> C SECTION A MANUFACTURER'S RECOMMENDATIONS S ACCEPTABLE FOR USE, <br /> A PLAN VIEW — 3•REINFORCING STEEL SHALL BE ASTM A415 GRADE 60 WITH A MINIMUM <br /> YIELD STRENGTH(ty)OF 60 KSL <br /> 441NLESS OTHERWISE SHOWN,CONCRETE COVER SHALL BE 3-(MIN). <br /> - - FABRIC <br /> 141NITTED HOPE FABRIC HAS A SIEVE FACTOR OF 64% <br /> THS DOCUMENT AND WS CONTENTS ARE THE PROPERTY OF TL�1 <br /> SHADE SYSTEMS.INC.,AND CANNOT BE MODIFIED,USED,OR RESOLD <br /> TENSIONING SLEEVE TO ANY PERSON OR ENTRY WITHOUT WRITTEN PERMISSION FROM <br /> SHADE SYSTEMS.INC.REPRODUCTION OF THESE PLANS,EITHER IN WHOLE <br /> 2-7/8"DIA.(8 GA.) O �R-3 <br /> OR IN PART,INCLUDING ANY FORM OF COPYING ANDIOR PREPARATION <br /> 1/T SS ROUND BAR STEEL TUBE U OF DERIVATIVE WORKS THEREOF,FOR ANY REASON WITHOUT PRIOR WRITTEN <br /> (MIN Fy=45 KSI) 1-2"SS ROUND BAR PERMISSION <br /> FROM <br /> SYSTEMS SYSTEMS,INC.S STRSHADE ICTLY PROHIBITED. <br /> i/2"SS TAMPER <br /> RESISTANT BUTTON NOTE TO OWNER: <br /> SOCKETSCREW A_ OWNER ACCEPTS FULL RESPONSIBILITY FOR REMOVING <br /> 2-1/2"DIA.It GA.) R-1 R-4 i THE FABRIC SHADE MATERIAL FROM THE STEEL FRAME rT1 <br /> STEEL TUBE 2-1/2"DIA 11 GA. STEEL TUBE WHEN SEVERE FEATHER CONDITIONS ARE PREDICTED. Fwd <br /> (S 1H X BOLT 7., V I n c ® ® D o�o y ( ) <br /> SS HEX BOLT (MIN Fy=45 KSI) (MIN Fy=45 KSI) SUCH CONDITIONS INCLUDE PREDICTED WIND SPEEDS <br /> WITH NUT& 'J� (1)1/2"x 3-1/2"SS HEX BOLT IN EXCESS OF 90 MPH. ALSO,AS STRUCTURE IS NOT <br /> 1/2"SS TAMPER RESISTANT ® DESIGNED FOR ANY SNOW LOAD, IT IS RECOMMENDED <br /> WASHERS(TYP) BUTTON SOCKET SCREW RAFTER BEAM WITH NUT&WASHERS(TYP) THAT CANOPY BE REMOVED WHEN SNOWFALL IS EXPECTED. <br /> 2-1/2"(11 GA.) o (1)1/2"DIA.x i-1/2" <br /> 1/2"STEEL TOP PLATE GALV.STEEL TUBE SS HEX BOLT 63/8'DIA.x.186"WALL <br /> (MIN Fy=45 KSI) WITH NUT&WASHERS(TYP) 'it-L PIPE <br /> ,�—5-9/16"DIA.x.156"WALL R-2 p.IN--y=45 KSI) <br /> STEEL PIPE <br /> (MIN Fy=45 KSI) <br /> Approved: <br /> O RAFTER-TO-COLUMN DETAIL OCENTER CONNECTOR O RAFTER-TO-COLOMN 4 <br /> FOR 1, 2 & 3 (BOTTOM VIEW) CONNECTION DEU.0- <br /> 20'-0" Z <br /> FT/CL 2 FT/CL 4 FINISH GRADE <br /> 24X30 30X54 T=_I 1= <br /> /l <br /> 1113 HOOPS @ 12'MAX <br /> APART FRAOTHEROTHER 2-3/16"DIA.(12 GA.)GALV.STEEL TUBE <br /> NOT SUPPLITORY <br /> (MIN Fy=45 KSI) <br /> #3 HOOPS @ 12"MAX. FINISH GRADE 3"WIDLOOP terry <br /> APART FROM EACH OTHER =I I I_I 1/2ELDED <br /> �i NOT SUPPLIED BY FACTORY TOOLUMN ° j <br /> Model: Q <br /> N 3"WIDE,3"LONG LOOP - S K 2 0 2 0 0 8 1 6 <br /> TO S BAR WELDED ' N4.. 4 <br /> TO STEEL COLUMN <br /> �`� RTICAL VERTICAL ,. ' NOT SUPPLICTORY <br /> NOT SUPPLIEDBYSFACTORY CENTER CONNECTOR REP: <br /> FT/CL 3 O INSERTS <br /> FT/CL 1 24"DIA. � 30"DIA. <br /> 24X30 24X30 FOOTING DETAIL FOOTING DETAIL OJob: <br /> row: <br /> FOOTING LAYOUT COLUMNS 1, 2 &3 COLUMN 4 0Dom: Mc QTE <br /> Drown: AB <br /> Dot.: 12/14/2015 Sheets: <br /> NOT TO SCALE 1% OF 11 <br />