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<br />DESIGN PRESSURE RATIRM INDICATED ON SHEM 2S A4 20- EWAGE -Ile INTO ANCHORS.
<br />IN ORDER TO YERTFY THE ABOVIE CONDITION, ULTIMATE DESIGN WIND LOADS =XRVINED PER ASCE 7-16
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<br />.0 COMPARE THESE W/ Ul ",D) DESICK PRESSURE RA'nNC$ INVICAtED ON SHEETS E5 ,* 26- ANCHIM SRAIUL BE LORD ENOUGH TO REACH THE ]JAM 57RIXTURE IRENAE, SITE" PANELS. AN04OW-E
<br />SHALL BE AS MENTIONED IN iihl) AND R O.Z)�
<br />IN ORDER TO VERITY THAT COMPOKITTS AND ANCHORS ON THIS P.E.0, AS TESTED WERE PDT OVER SITIESSED, A -','V% INCREASE
<br />IN ALLOWABLE STRESS FOR WIRU LOADS WAS = USED IN T44EM ANALYSIS, FASTENERS SPACING To WOOD HAS SUN
<br />DETERMINED IN WOROANCE VP144 NICS, zois� (C) ANCHORS SHALL BE iNWALLED FOLLOWING ALL OF PIE RECOMMENDATIONS AND SPECIFICATION$ OF THE ANCHOR'S
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<br />STORM PANEL'S ADEQLWCY FOR IMPACT AND FATIGUE RESISTANCE HikS BEER VERIFIED IN ACCORDANCE WITH SECTION 1029 Or
<br />]INS ABOVE MENTIONED CODE AS PER 1`E*FSTNNT04 TESTING LANCIRAIMPY, INC, REPORT # 20,32� AS PROTOCOLS TAS-201, 11 IT SHAU BE ITTE RMPONSISIL(Tv Of THE, CONTRACTOR TO VSR FY W,t SOUNONM OF THE STRUCTURE WHERE SHUTTER
<br />TAS-2102 ,W IAS203� IS Tj K ATTACHED 10 HISURE PROPMANCHORAGE, MIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />2 ITTS SISTM HAS SE04 DESIONED 70 BE INSTALLED OIN THE CUISTOE Or THE OPEWRAq ACcasriir ,HE POEYINa TRW T14E 09 WOOD FRAME ELFLOINCS.
<br />INSIDE W/O THE USE OP A LADDER 09 LIFT� THIS APTILWATION 15 VAITIO WHOM W-STAULATION IS INTENDED TO BE PERFORMED 12, RE INSTALLATION CONTRACTOR IS TO SEAL/eAULK ALL SHUMFI COMPONENT, COOTS WHICH RIEMMIN IN CONTINUOUS
<br />FROM THE INSIDE Of STRUCTURE CONTACT VMH THE BUILDING 10 PREVENT WTNO/AAIN INTRU", CAULK AND BE& SHUTTER 1RACXS AU AROUND FULL
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<br />REGULATIONS PROVIDED BY THE JUNIESICTION W,NERE PENMU` IS APPLIED TrL
<br />4, SERIES 2000 INSTALLATION 4 APPLICABLE 10 SINGLE AND DOUBLE HUNr� AND NOREICATAi, SLDERS STYLE WINDOWS WHEN
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<br />6, ALI- ALUMINUM SNEV MIMI. USED AT CLOSURES SHALL )TOOE 3105-"14 ALLOY.
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SLUCIPIN, PURCHASE ,AND INSTALLATION INCLUDING, LAT SAFETY OF
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<br />id) SITE SPECIFIC PROJECTS SHALL BE PREPARED RY A FLORIDA R-rDISITRIM ENrINEER OR ARCHITECT WHK" WILL
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<br />N 10_x&wI"LRQ=2_J4%rxx1;_
<br />(o) THIS P,EC- SHALL STAR THE DATE AND ORIGINAL SEAL AND SFINkTI)PE OF THE PROFESSIONAL EN0414EER Or
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<br />AA) MINIMUM EVENEOMENT Of TAPCON ANCHORS INTO POURED CONCRETE SrWIL K 1 S/4' 04D 2* FOR PANiELMATr
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<br />1/4- A-20 % STOMALK BOM UBED SHALL BE LORD 04CO(DifSHOULD ANT FINISH MATERIAL EAST) TO EUGACE .1/4'
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