Laserfiche WebLink
GENERAL NOTES: <br /> 1.CUSTOM HURRICANE PRODUCTS EZ-SCREENS MAX'HAS 2-2" 2'-6 3/4"'MAX.' 2'-6 3/4':MAX: 2'-2' <br /> BEEN DESIGNED AND TESTED IN ACCORDANCE WITH 2O17 <br /> FLORIDA BUILDING CODE 4TH EDTNON CHAPTER 18 AND TAS - . <br /> 201,202,AND 203 FOR LARGE MISSILE IMPACT,AND.MEETS c , 1-- -- ---- -- — --------- ---.�' �: <br /> THE NONPOROUS REQUIREMENTS FOR OUTSIDE THE HIGH <br /> VELOCITY HURRICANEZONES . . . 0 2.NO ALLOWABLE STRESS INCREASE HAS BEEN USED IN THE I'. <br /> DESIGN Of THE EZSCREENS ? I . ' .: I ' GROMMET, STRAP:AND.BUCKLE, <br /> 0_ <br /> 3.ADEQUACY OF EXISTING STRUCTURE SHALL BE own I• I.° OR STRAP,AND BRACKET. SEE w <br /> DETERMINED BY OTHERS. I @ F ®I "' m I SHEET 1 AND 1-.2 Z �' <br /> 4.UNIT HEIGHT(DISTANCE BETWEEN SUPPORTED SIDES) : c r o I• �/' EnI ¢z: <br /> SHOWN IS MAXIMUM ALLOWABLE WITHOUT SITE-SPECIFIC' Z a'N to rn x <br /> ENGINEERING.LENGTH IS UNLIMITED. Lu <br /> ----- ---- —={ ------- -- �• �. x <br /> S.SCREEN FABRIC SHALL BE MIN.20-MIL PLOYPROPYLENE g <br /> WOVEN USING 138 POLYESTER THREAD,TANARA THREAD BY ' a.- I <br /> GORE WITH MIN.TENSILE BREAKING TEST STRENGTH OF 15 Iri1 wv I N <br /> O' <br /> 6 WHERE GLAZING SEPARATION IS NOT REQUIRED OUTSIDE o ----- ---- -- ~.77-7- <br /> HVHZ,EXCEPT FOR WINDZONE4 AND ALL WIND ZONES FOR ow <br /> I ,o N I 2 THERMO-SEALED U <br /> ESSENTIAL FACILITIES.SEE DEFLECTION AND SCREEN "I o vi I° POLYPROPYLENE-WEBBING FRONT <br /> SEPARATION REQUIREMENTS FOR THESE ZONES ON SHEET.1. N w w AND BACK'PERIMETER OF SCREEN <br /> SCREEN FABRIC SHALL HAVE POROSITY<=10% I N I <br /> 7.MOUNTING BRACKET SHALL BE FASTENED TO SUBSTRATE _ <br /> ACCORDING TO'EZSCREFM BRACKET TABLE AND FASTENER <br /> I. <br /> a.6 P ALLOWABLE DESIGN PRESSURES: . I' <br /> ° <br /> 9.SEE SHEET 3 FOR FABRIC SPECIFICATIONS. )-=-----__--' '. -- ---------------J' . <br /> 10.THE PRODUCT.SHALL BE LABELED IN ACCORDANCE Z z <br /> WITHFBC-1709.9 L 17'-8"-MAXIMUM w O. <br /> w c <br /> 2 V . <br /> STORM-BAR ELEVATION,' <br /> SCAM N:T.S. 1: _w:w va�z <br /> w: wp— <br /> WALL BEYOND . z H z <br /> 2x3x.125,6061-T6,ALUMINIUM.TUBE. U n .V.tnO. = <br /> 1/8". N 0.of ~. . <br /> RISER 2x2x.125 6061-T6'ALUMINIUM, �u'OL Of <br /> OPTIONAL:FOR'ADDR 5.� <br /> ON IONAL SEPARATI _ <br /> PROVIDE;2"x2"x1/8" ALUMINUM:ANGLE.. .STORM=BAR:.. <br /> ON EACH'SIDE'OF TUBE UP TO 8'-0 �. <br /> RISER,DIE(OPTIONAL) <br /> 4 <br /> " a SCALE ATTACHMENT OF-TUBE:TO.RISER: SHALL:BE CONNECTED WffH 4 <br /> 2-: . <br /> ATTACHMENT TUBE TO ANGLES.SHALL BE CONNECTED WffH '. (2)480-1/2"-PAN HEAD-SELF DRILLING'SCREWS AND EPDXY <br /> (2f Bx1-1/2":PAN HEAD SELF:DRIWNG SCREWS ATTACHMENT OF TUBE:OR RISER TO STRUCTURE•:SHALL BE �K <br /> ATTACHMEM OF ANGLE TO WOOD OR CONCRETE' SHALL BE 1/2"0 x-2-1/8". ANCHOR'INSERT.WITH (1) 1/4"0 x 1-.1/4" <br /> TRUSS HEAD MACHINE SCREW. . : O6CS-0397 <br /> 1/2"4 x 2-1/8" ANCHOR:INSERT;WTDi (1) 1/4"0 x:1-1/4" e- e . <br /> NOTE: CONTRACTOR SHALL.BE RESPONSIBLE FOR <br /> TRUSS HEAD.MACHINE SCREW: ; 1 6 ISOLATING DISSIMILAR METALS 08 02 2017 <br /> NOTE:.CONTRACTOR(SHALL BE RESPONSIBLE FOR " /" nm <br /> ':ISOLATING'DISSIMILAR METALS 1.1 "`° <br /> STORM-BAR SIDE VIE1N <br /> SCALE`. .N.T.S.- <br /> GROUND MOUNT DETAIL .: STORM-BAR BAR'DIE <br /> scALE N.T.S. 5' <br /> SCALE:'i" 1" . <br /> 5 1..4. <br />