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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 /> " rom P.m end Meow. <br /> GENERAL NNOTES Shade„ <br /> r 1-THE SHADE SYSTEMS,INC:'STRUCRE HASBEEN DESIGNED INACCORDANCE <br /> •, L L. © AHD ASCE?TO THE FOLLOWING DEWITH THE 2015 IBC CODES ALONG SIGN CRITERIA:ANY ADOPTED STATE BUILDING CODES OM 'RG TM <br /> 13-0'yr T�FW • STRUCTURE WIFABRIC CJS <br /> -4117 CANOPYREMOVED 4150 S.W.19 Street <br /> 1C-2 G4 154coiu°x�, -CATEGORY <br /> Ocala, FL 34474 <br /> \ -IMPORTANCE FACTOR 1.60 Tel.:1-800-609-6066 <br /> r <br /> 2-trt'OI0.(11 GA.)STEELTUBE <br /> (MIN Fy=45 KSI) -BASIC WIND SPEED 150 MPH <br /> RSI -DESIGN WINO PRESSURE 35.35 PSF <br /> Alps <br /> -DESIGN UPLIFT PRESSURE 24.75 PSF NOTE:PRELIMINARY AND TENrATNE <br /> 4 , 2-THE FOUNDATION ASSUMESA MINIMUM SOLL BEARING CAPACITY OF 1700 PSF. DRAWING.NOT FOR CONSTRUCTION <br /> COLUMN 4-8. ALL INFORMATION SHOWN IS SUBJGer <br /> 83/B'DIA.X.108'WALL 3-ALL FASTENERS SMALLeESTAINLFS3 STEEL <br /> EAVE R-0 EAVE- r-R-2 NRSaR s STEEL PIPE ?O CHANGE BY MFR PRIOR TO r <br /> .r-o• mem- B'-0• xEIGHf 4•THE FABRIC SYSTEM IS DESIGNED TO WITHSTAND WINDS UP 70115 MPH WITH <br /> B r-R-3 0ARSIDEE) DELIVERY.USE ONLY DRAWINGS AND <br /> (MIN Fy.45 KSI) THE FABRIC ATTACHED.HOWEVER THE FABRIC MAY NOT WITHSTAND WINDS <br /> �T-4'wicP.°( -� TJ•1OPp1 IN EXCESS OF 96 MPH AND THEREFORE RELEASE INSTRUCTIONS PROVIDED WITH YOUR <br /> • ORDER FOR CONSTRUCTION. <br /> STEEL: <br /> A. <br /> 1STEEL PIPES SHALL HAVEA MINIMUM YIELD STRENGTH OF 45 HSI. <br /> 3 COLUMN+ COLUMN2 STEEL PLATES CONFORMTOASTM A36 <br /> 6-9M6•DIA.X.156'WALL 59/16-DIA X.156'WALL <br /> N STEEL PIPE STEEL PIPE WAIL PARTS SHALL BE FACTORY.WEI.DEDTOAMEAICAN WELDING <br /> (MINFy45KSI) (MINFy=45KSI) SOCIETY(AWS)SPECIFICATIONSANDSHALLUTLL2EE70S6ANDHAVETHE <br /> 4 s HIGHEST STANDARDS OF QUALDYWORKMANSHIP <br /> 3' 3ALLWELDS SHALL BE FILLET WELDS WITH MAXIMUM PERMISSABLETHROAT-0. ED�• 0,-0• P6/SHEDTHICKNESS OR FULL PENETRATION GROOVEWELDS. <br /> r. !!•�� CONCRETE:NE <br /> ORNGDETAIL 1. SEEFOOTINGDETAIL OD SEE FOOTING DETAIL .. OF 3000 PSL A CONCRETIMDC HAVING A LISTED STRENGTH OF -II <br /> AT LEAST 3000 PSI THAT IS MIXED W ACCORDANCE WITH THEQ. q ` <br /> \ MANUFACTURER'S RECOMMENDATIONS IS ACCEPTABLE FOR USE (L) <br /> C-1 <br /> PLAN VIEW C-3 1 II' • ECTION A 3-REINFORCING STEEL SHALL BEASTM Aa15 GRADE 60 WTDLAMINV4UM <br /> YIELD STRENGTH Hy)OF 60 Ka <br /> ° 4-UNLESS OTHERWISESHOWN•CONCRETE COVER SHALL BE 3'(MIN). V �r <br /> FABRIC II��T� <br /> ' 44t8. �S'I 1-KNITTED HOPE FABRIC HAS A SIEVE FACTOR OF 54% <br /> THIS DOCUMENT AND ITS CONTENTS ARE THEPROPERIY OF <br /> C� SHADE SYSTEMS,WC.,AND CANNOT BE MODIFIED,USED,OR RESOLD <br /> . l 0 TO ANY PERSON OR ENTITY WITHOUr WRTREN PERMISSION FROM <br /> TENSIONING SLEEVE R-3 SHADE SYSTEMS,INC.REPRODUCTION OF THESE PLANS,EITHER Pt WHOLE <br /> 2-7/8°DIA.(8 GA.) O B - OR IN PART,INCLUDING ANY FORM OF COPYING AND/OR PREPARATION <br /> • OF DERIVATIVE WORKS THEREOF,FOR ANY REASON WITHOUT PRIOR WRITTEN <br /> 1!2"SS ROUND BAR STEEL TUBE PERMISSION FROM SHADE STSIbMS,INC.IS STRICTLY PROHIBITED. <br /> (MIN Fy=45 KSI) a 1-2"SS ROUND BAR p 2615sxADEs sysmds lNc. CD <br /> 1/2"SS TAMPER NOTE TO OWNER R . <br /> RESISTANT BUTTON r <br /> • SOCKET SCREW = OWNER ACCEPTS FULL RESPONSIBILITY FOR REMOVING <br /> 2-1/2"DIA.(11 GA.) R•1 R� <br /> Jr►,, THE FABRIC SHADE MATERIAL FROM THE STEEL FRAME <br /> (1)1!2"x 3-1/2" "1 STEEL TUBE2-1/2"-DIA.(11 GA.)STEEL TUBE WHEN SEVERE WEATHER CONDITIONS ARE PREDICTED. <br /> ' (MIN Fy=45 KSI) (� 131110111121111311311:1111113 m) I (MIN Fy=45 KSI) SUCH CONDITIONS INCLUDE PREDICTED WDVD SPEEDS <br /> SS HEX BOLT _ IN EXCESS OF 90 MPH. ALSO,AS STRUCTURE IS NOT <br /> ���.11�L (1)112"x 3-1/2`SS HEX BOLT <br /> WITH NUT ) F�� 1!2"SS TAMPER RESISTANT J WITHfNUT 3 WASHERS(m�) 1D'�AT PY OOVED O SNOWF�IS RATED. <br /> WASHERS(TYP) ll BUTTON BUTTON SOCKET SCREW RAFTER BEAM <br /> `O 2-112"(11 GA) (1)1l2"DIA x 1-112" � '�#' <br /> 1!2"STEEL TOP PLATE GALV.STEEL TUBE SS HEX BOLT -5/B"DIA.x.188°WALL <br /> (MIN Fy=45KSI) � '`1' <br /> WITH NUT&WASHERS([YP) _ r PIPE • <br /> 5-9/16"DIA.x.156'WALL /R-2 -45 KSI) <br /> STEEL PIPEppraved: <br /> (MIN Fy=45 KSI) q <br /> 0 RAFTER-TO-COLUMN DETAIL @CENTER CONNECTOR 0 RAFTER-TO- ai N 4 <br /> FOR 1, 2&3 (BOTTOM VIEW) CONNECTION D&4--• <br /> 44 <br /> 20'-0" <br /> z 1"!J_ <br /> FT/CL 2 I I FT/CL 4 FINISH GRADE `D <br /> 24X30 30X5414 <br /> u= zi i,- <br /> \ + X 0 #3 HOOPS @ 12"MAX }'� <br /> APART FROM EACH OTHER a 2-3/16"DIA.('[2 GA.)GALV.STEEL TUBE <br /> (NOT SUPPLIED BY FACTORY)/• `. _ <br /> .�a, (MIN Fy=45 KSI) <br /> . t (O _ <br /> #3 HOOPS @ 12"MAX. FINISH GRADE_ 3'WIDE,3'LONG LOOP <br /> APART FROM EACH OTHER ' r 1/2"0 BAR WELDED ..: <br /> CD <br /> i NOT SUPPLIED BY FACTOR �� !� TO STEEL COLUMN C °' - I dl 6' IR Lk / Model: <br /> X _CV 3"WIDE,3"LONG LOOP - r _ • Lc) SK202008/16 <br /> 1l2"D�BAR WELDED10'Ellaill CV '• <br /> TO STEEL COLUMN <br /> CO (5)#6's VERTICAL I B 6 1 I;II <br /> (NOT SUPPLIED BY FACTORY)/( •Y -d • / Revisions <br /> (4)#6's VERTICAL ° CENTER CONNECTOR REP: <br /> • <br /> \ y X 4- NOT SUPPLIED BY FACTORY '�,• +'. ; <br /> t FT/CL 1 • <br /> FT/CL 3 24"DIA. Xw �' ' INSERTS <br /> 24X30 24X30 J. 30"DIA. <br /> , FOOTING DETAIL m FOOTING DETAIL >0 Job: <br /> ' FOOTING LAYOUT _ <br /> COLUMNS 1,2&3 COLUMN 4 Approved: JRR <br /> Checked: MG <br /> Drawn: AB QTE <br /> Date: 12/14/2015 Sheets: <br /> NOT TO SCALE 1 OF 1 <br />