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<br />I E-Z HAND STORM PANEL SHOWN ON INS PRODUCI EVALUATION DOCUMENT (p,ED.) HAS SM VERIFIED FOR COMPLIANCE IN SA) MINIMUM EMBEDMENT OF TAPCON AN04MS AND PANELUATE FE)AALE rD & PANELUATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (71h EDITION) Of THE FLORIDA EMLDNG CODE, BLOCK SHALL BE 1 1/4'.
<br />DESIGN YANG LOAD$ SHALL BE DETERMINED AS PER SECTION 1620 OF THE ART'MMMNED COTIEO S,2) MINIMUM EMBEDMENT OF 114-0 X 7/0- CAV-414 ANCHORS SHALL BE IS 7/0* INTO CONCRETE.
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<br />FOR A WINECTj&EM AS Y INC JURCSOICTION WHERE THESE SHUTTE INSTALLE AND NO EMBEDMENT INTO Am FINISH MATERIAL sHALL, BE PERIMITTEO,
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<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASM 7-15
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<br />TO CWPARE THM W1 11". (AS,D) OCWN PRESSURE RA71NW INDICATED ON $14EM 25 & 26. ANCHORS SHALL. BE LONS ENOUGH TO REACH THE MAIN STRUCTURE SEWND SUCH PANELS. ANCHORAGE
<br />SHALL BE AS MENTIONED IN EIA) AND IN 5.2),
<br />IN ORDER TO VERIFY THAT COMPONENTS AND WHIM ON NIS P.E.O. AS TESTED WERE NOT OWR SPIES M_ A = INCREASE
<br />IN AtIMAKE SIR= FOR WIND LOADS WAS W_ USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HASS BEEN
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<br />STOW PANIWS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS BEEN VERIFIED IN ACCORDANCE WTI, SECTION 1626 OF VANUFACTUR]ER
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<br />2. THIS SYSTE4 HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPMRO AMESSiNr INE OPENING FROM THE OR WOOD FRAME 8U11,0PIC&
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<br />#1SIDE UK OF A LADDER OR UFT, "IMISS APPOCA11014 IS VALID WHEN INSTALLATION IS INTENDED TO DC PERFORMED 12, THE INSTALLATION CON(MACTOR 5 TO SEAL/CAULK ALL �;Ht=fi COMPONEW EDGES WHICH REAWN IN CONTINUOUS
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<br />CONTACT WITH THE BUILDING 10 PRMNT WWD/"N iNT",ION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
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<br />3. SERIES IDGIO INSTALLATION IS APPUCABLE TO SINGLE AND DOUBLE 14UNG SME WINDOWS WHEN .ALSTAIUATION IS REQUIRED 10, BE-
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<br />4. SERIES 2000 INSTALLATION 15 APPLICABLE IV SINGLE AND DOUBLE HUNG AND HORIZONTAL SODERS Sr?LE WWOOWS W14EN REGULATIONS PROVIDED W THE JURISDIC71ON WHERE PIRIMIT IS APPLIED TO.
<br />INSTALLATION, IS. REWRED TO BE PERFORMED MOM THE INSIDE OF STRUCrURE, 14. ATRIUM WINDOWS AND DOORS, INC. E - Z HAW, STOIRM �PANEL SYSTEM*- IS FAMIT PDCM,
<br />S� ALL ALUM44UM EXMUSIONS TO BE 6003-T6 NILLOY AND 7EMPEA. (UNLM QTKERWSE NOTED) 15. (a) THIS PRODUCT EVNAXTION DOCUMENT (RED,) PRUARED BY THIS ENGINEER IS all Et AND DOES NOT PROVIDE-
<br />INFORMATION FOR A SITE SPECIFIC PROJECT; Le, WERE THE SITE CONDITIONS DEItATE FROM THE P40,
<br />8, ALL ALMANNUM, SHE51' METAL, USED At CLOSURES SHALL WE 31C*-414 AUZV�
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<br />7. ALL STEEL SHEET METAL PANELS SHAU, k*VF SIRUCTUALAL OUAUTV STEEL_ ASW A-W GRAD, SO Mm, GAL-VANIZED STEEL THIS PRODUCT BASED DAN THIS P E.D. PROVIDED HOME OOt-, NOT DIE%Tt TRW THE CONDITIONS OETAjLW Ott
<br />DESIGNATION WIFY� 58A sizi (AFTER ROUIO), NIS DOCUMENT'. CONSTRUCTION SAFETY AT 91T IS THE CONTRACTOR'S RESPOKIVOLUTY.
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<br />W018 W/ 50 W 17M STRENGTH AND 90 WI TENSILE STRENGTH & SK411 COMPLY W/ FLORIDA Buit.00r, CODE SECTION 2411-3.3.4.
<br />(4) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY 4 f1ORIDA. REGISTERED ENGINEER OR ARCKITECy WHICH WILL
<br />9, BOLTS TO BE ASTIA A-307 GALVANIZED grf-L OR AM 304 SERIES STAINLESS STUL, WITH 36 1,11 miNIMILAW YIELD STRENGTW BECOME THE PffIE]tli OF E .R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR FHE PROPER
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<br />(V3150 F.J,) ACCORDANCE With SECTION 170.0.3 OF FLOROA BUILDING CODE, 04C LABEL SNAL_- BE PLACED FOR EVERY QPENANG�
<br />LABELING TO COMPLY WITH SECTION 1709,9.2 or 714C FtORIOA BUILDING CODE
<br />A,I) MIN" EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL Eff 1 3/4- AND 2- FOR PANELMATE
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<br />A2) MININIUM EMSEDIMENT OF 1/4-0 X 7/8- CALX-IN ANCHORS SHALL BE IS 7,W8_ INTO CONCRETE- NO EMBEDMENT INTO
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