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<br />(b~ A-D ( <br />\CL) <br /> <br />Manufactured by: <br /> <br />GENERAL NOTES: <br /> <br />1- THE SHADE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-02 <br />TO THE FOLLOWING DESIGN CRITERIA: <br /> <br />Shade A4~ <br />~~~u@mm~TM <br /> <br />STRUCTURE W/FABRIC <br />CANOPY REMOVED <br />I <br />C <br />0.77 <br />150 MPH <br />41.0 PSF <br />66.0 PSF <br /> <br />-CA TEGORY <br />- EXPOSURE <br />-IMPORTANCE FACTOR <br />-BASIC WINO SPEED <br />-DESIGN WIND PRESSURE <br />-DESIGN UPLIFT PRESSURE <br /> <br /> ./ <br /> ~ <br /> /. I"-.. <br /> I l'o.... <br /> T -T/" <br /> L/"' <br /> h <br /> /L 0' <br /> /' /. <br /> T/ <br /> / <br /> I <br /> Y <br /> /' <br /> /' J...- <br /> /' <br /> /' <br /> ../1 '" 1...- <br /> All h <br />A I 1-" <br /> V <br /> ~~ 1/ <br /> ""... <br /> 1 ISOMETRIC VIEW <br /> <br />4150 S. W. 19 STr~EET <br />OCALA, FL 34474 <br />Tel,: 1-800-609-6066 <br /> <br /> 10'-4" TOP of @ <br />~ STRUCTURE <br /> \ 2-1/2' DIAMETER / " GAUGE <br /> 10'-0" EAVE HEIGHT STEEL 11JBING (MIN Fy = 45 KSI) <br />~ A T FRONT <br /> 8'-9" EA VE HEIGHT <br />~ A T REAR <br /> 7' -11" COLUMN <br />~ HEIGHT ~ _ STL TUBE COLUMN <br /> 6" SCHD 40 TUBE PIPE <br /> (MIN Fy = 50 KSI) <br /> <br />2- THE FOUNDATION ASSUMES A MINIMUM SOIL BEARING CAPACITY OF 1700 PSF. <br /> <br />3- ALL FASTENERS SHALL BE STAINLESS STEEL" ZINC-PLATED. OR HOT DIPPED <br />GALVANIZED. <br /> <br /> <br /> <br />4- THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 3105.4 OF <br />THE FLORIDA BUILDING GOVERNING THE DESIGN OF FABRIC-COVERED FRAMES. <br />THIS SECTION REQUIRES THAT THE FRAMING MEMBERS BE DESIGNED FOR A WiND <br />VELOCITY OF NOT LESS THAN 75 MPH WITH THE FABRIC ATTACHED. THIS <br />FABRIC SYSTEM IS DESIGNED TO RELEASE 'MiEN WIND SPEED EXCEEDS 90 MPH, <br />'MilCH IS THE DESIGN LOAD ON THE STRUCTURE WITH FABRIC AND EXCEEDS <br />THE REQUIREMENTS OF THE FBC. <br /> <br />C\1 <br />~ <br />l(J <br />CVJ <br />cYJ <br /> <br />en <br />~ <br />,- -, h <br />;:::: r ""\- --, <br />~~ <br />~~~ <br />~ h r:t=-' <br />~en~ <br />~ en <br />~~~ <br />N~:::J <br />~ <br />~ <br />~ <br />~ <br />~ <br />~ <br />N <br /> <br />STEEL: <br /> <br />1-STEEL PIPES SHALL HAVE A MINiMUM YIELD STRENGTH OF 50,000 PSI. <br />STEEL PLATES SHALL CONFORM TO ASTM A501. <br /> <br />2-ALL TUBING MEMBERS SHALL BE FACTORY-WELDED TO AMERICAN WELDING <br />SOCIETY (AWS) SPECIFICATIONS AND SHALL UTILIZE E70-S6 AND HAVE THE <br />HIGHEST STANDARDS OF QUALITY WORKMANSHIP <br /> <br />Do <br />y- <br /> <br />3-ALL WELDS SHALL BE FILLET WELDS WITH MAXIMUM PERMISSABLE n,ROAT <br />THICKNESS OR FULL PENETRATION GROOVE WELDS. <br /> <br />CONCRETE: <br /> <br />()<) <br /> <br />1-ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH ACI <br />301-96. <br /> <br />2-CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'e) <br />OF 2500 PSI. A PREBAGGED CONCRETE MIX HAVING A LISTED STRENGTH OF <br />A T LEAST 2500 PSI THAT is MIXED IN ACCORDANCE WITH THE <br />MANUFACTURER'S RECOMMENDATIONS IS ACCEPTABLE FOR USE. <br /> <br />\ <br />D<o <br />C) <br /> <br />CD <br /> <br />FINISHED <br />GRADE <br /> <br />0, 0" <br />~ - <br /> <br />SCALE: N.T.S. <br /> <br /> <br />3-REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 Win, A MINIMUM <br />YIELD STRENGTH (fy) OF 60 KSI. <br /> <br />4-UNLESS OTHERWISE SHOWN, CONCRETE COVER SHALL BE 3" (MIN). <br />FABRIC <br /> <br />1-F ABRIC HAS A SIEVE FACTOR OF 64%. <br /> <br />~ <br />a <br /> <br />E&/ <br /> <br />~ <br />C\2 <br />a <br />lCJ <br /> <br />--~,-~-----,-"--"'--'~-------- ------~-------~------ - <br /> <br />r--------- ,---------------- <br /> <br />I <br /> <br />@ELEV A TI ONsCA~:1 ~.~. <br /> <br />~ <br />h <br />~ <br />U <br /> <br />NOTE TO OWNER: <br /> <br />OWNER ACCEPTS FULL RESPONSIBILITY FOR REMOVING <br />THE FABRIC SIl.4DE MATERIAL FROM TIfE STEEL FRAME <br />IfIfEN SEVERE JrEA'fIfER CONDITIONS ARE PREDICTED, <br />SUCIl CONDITIONS INCLUDE PREDICTED WIND SPEEDS <br />IN EXCE8H OF 00 UP!!. .A.LSO, AS' STRUCTURE IS NOT <br />DESIGNED FOR ANY SNOW LOAD, IT IS RECOMMENDED <br />TIlAT CANOPY BE REMOVED WIlEN SNOWFALL IS EXPECTED. <br /> <br />DIA. / 11 GAUGE STEEL TUBING <br /> <br /> <br />Model: SW1 0301 0 <br /> <br />Approved: <br /> <br />33'-6)) <br /> <br />TENSIONING SLEEVE <br />(1 j2"r/Jx2" WELDED <br /> <br />ROD <br /> <br />1 '-g", <br />I <br /> <br />15'-0)) <br /> <br />15'-0)) <br /> <br />1'-9)) <br /> <br /> <br />\" <br /> <br /> <br />... <br /> <br />::: <br /> <br />o <br />::: I <br />I 0 ~ <br />ILD <br /> <br />o <br /> <br /> <br /> <br />0RAF-TER END r;C~L: :Ir~ <br /> <br /> <br /> <br />_,________ ___,_______________~____,____________J <br /> <br />L------- <br />I <br /> <br />-, <br /> <br />..-- <br /> <br />1/4~ STEEL CABLE AROUND <br />PERIMETER OF STRUCTURE <br /> <br />Revisions: <br /> <br />POST SIDE <br /> <br />POST SIDE <br /> <br />POST SIDE <br /> <br /> <br />VIEW <br /> <br />0PLAN <br /> <br /> <br />3"1& SCHO 40----./ <br />STEEL PIPE <br /> <br />3" 1& SCHD 40 <br />STEEL PIPE <br /> <br /> <br />, <br />OJ <br />" <br /> <br /> <br />I <br />: 113 HOOPS @ 12' MAX. <br />I APART FROM EACH OTHER <br />I (NOT SUPPLIED BY FACTORY) <br /> <br />I (5) 115'. VERTICAL <br />(NOT SUPPLIED BY FACTORY) <br /> <br />3" WIDE & 3" LONG <br />#4 BAR FACTORY WELDED R E P: <br />TO STEEL COLUMN <br /> <br />2-7/B' DIA. <br />13 GAUGE <br />STEEL TUBING <br /> <br />2- 7/B' DIA. / 13 GAUGE <br />STEEL TUBING <br /> <br /> <br /> <br />2-1/2' DIA. / 11 GAUGE <br />STEEL 11JBING <br /> <br />2-1/2' DIA. /11 GAUGE <br />STEEL TUBING <br /> <br />U <br />1.----- 3o._j,--;'I~ ." <br /> <br />DIAMETER <br />(TYP) <br /> <br />@r~RLII~R <br /> <br />Scale: N.T.S. <br /> <br />CONCRETE BLOCK MAY BE <br />USED FOR SUPPORT <br />A T CONTRACTOR'S OPTION <br />(NOT SUPPLIED BY FACTORY) <br />I <br /> <br />Job No: <br />2165 <br /> <br />Drawn: LSV <br />Checked: TT/NB <br />Approved: TT /NB <br />Date: 06/26/08 <br /> <br />END RAFTER <br /> <br />MIDDLE RAFTER <br /> <br />EN D F-< AFTER <br /> <br />Sheet No: <br /> <br />@)RAFTER ~~Z ~~~ <br /> <br />1 OF 1 <br /> <br />---~--~---~--- - ---------- --~---------_.---_._----~--- ------~---~----' ---- ----,---_._~- -"----------------. -------.. ------- - ------ -,-------- .---- -- ----------- --------------------~ ----------.------------ ------- ----- ------------------~-------~--~~~---~----- ~------~-----~---_._~- --. <br /> <br />[fj.-1 07: Q7' 7 I 0-Ji07// ()/) 0 - -1 (l,,j' Qq 17-~lll H I H-~ -=17 -~ n,t, II~] 0 \. 080 Ill,I\S - ~)ckj-d 1>1 <br />