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<br />OPTION 12 EQR LIEE SAFETY �TORM PAL4EL�j ELEVATION
<br />SCALE 3115--l- 'Ir - w
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<br />SCALE 3116---
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<br />MINIMUM SEPARATION PANEL
<br />DESIGN PRESSURE i L (ft.)
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<br />INTO EX19ING WOOD gfflj�TURES
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<br />AEEjY SNaM PANEL SYSTEM
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<br />TO COMPARE THESE W/ MAX� (AS,O) DOEIGH PRESSURE RATINGS INDICATED ON SHEETS 25 4 2$, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE 8E_49NO SUCH FAWLS, ANCHORAGE
<br />SHALL BE AS WENTOINED �N 8.1) AND IN 8.2).
<br />IN ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON IRS P.E,D. AS TESTED WERE NOT OVER STers=, A lmx INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS NM USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS 8_1O4
<br />DETERMINED IN ACCORDANCE WITH N_O�& 2015� (C� ANCHORS SHALL LIE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF 7K ANCHOR'S
<br />STORM PANEL'S ADEQUACY FOR IMPACT M40 FATIGUE RESISTANCE IAS BEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER,
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING ULODRATORY, INC� REPORT If 2032, AS PROTOCOLS TAS-201. 11 ff %LAL1 BE THY RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTIER
<br />TAS-202 AND TAS-20. 15 TO BE ATTAC44ED TO INSURE PROPER ANCHORAGE THIS SHVIrIER IRALL ONLY BE ATTACHED TO CONCRETE. BLOCK
<br />2. T1415 SYSTEM KAS BEEN DESIGNED TO K OW,ALLED ON THE OUTSIDE Or THE OPENINO ACCMINGG �RE OPENING FROM THE OR WOOD FRAME SUILGINGS,
<br />INSIDE WIG THE USE Of A LADDER OR UFT THIS APPIJCA7ION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12, THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUFIZR COMPONOWT EDGrS WH" REMAIN IN CONTINUOUS
<br />,ROM THE INSIDE OF STRUCTURE. CONTACT WITH THE L'JI0DWG 10 PREVENT WIND/RNN INTRUSION CAULK ANO SEAL SHUTTER TRACKS All AROUND FUU.
<br />� 3, SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN d'ISTAUATION Is RIEDVRED M. SE LENGTH.
<br />PERFORMED FROM THE INSIDE Of STRUCTURE- 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INCICATKD IN ING DRAWING PLUS ANY BUILDING AND MINING
<br />,
<br />4� SERIES 2000 INSTALLATION is APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTA, SLICERS STYLIE WINDOWS WHEN REGULATIO-45 PROVIDED BY THIC JURISDICTION WHERE PERMIT IS APPLIED 10,
<br />INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM, INC. E - Z MANG STORM PANEL SySTEM- IS PeEWIF POOM
<br />5. ALL ALUMINUM EXTRUSIONS TO BE 60463-T6 ALLOY AND TEMPOT (UNLcSS OTHERWISE NOTED) 15� (q) THIS PRODUCT EVALUATION DOCUMENT (PE,D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />,
<br />INFORMATION FOR A WPE SPECIFIC PROJJECrI L*, WHERE IRE SITE CONDITIONS DEVIATE FROM THE P.E_O
<br />6 ALL ALUMINUM SHEET METAL USED 0 CIQSURIES SHALL HAVE 3105-MI4 ALLOY.
<br />,L
<br />W CONTRACTOR TO BE RESPONSIBLE FOR THE SOLECTION, PURCHASE AND tNSNJ.ARGN RICLUDtNo LIFE SAFETY OF
<br />7, ALL STEEL SHEET METAL PANELS SHALL I4AVX STRUCTURAL QUALM STIEEL. AsTM A-651 GRAtr, SO 40_ akVANVED STEEL THS PRODUCT SASEO ON TRS PL�D PROVIDED HIE/SRE DOES NOT DEVIATE FROM, THE CON0011ONS LIFIMLFD ON
<br />DESIGNATION W/ry- 58.5 W (AFTER ROLLED), I'M DOCUMEW. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOWS RESPONSASUTY,
<br />0 ALL SCREWS TO BE STAP4,M STEEL _V4 OR .11S AIST SERIES OR CORROSION RESISTANT COATED aAr,WN STEEL AS PER DIN (c) THIS PRODUCT EV&LADON DOCUMENT WILL BE CONSIDERED INVALID IF M.WFIFO�
<br />50018 W/ 50 ksi YIELD STRENGTH AND SO ks; tENSE,E STRENGTH & SHALL COMPLY W/ FLORIDA 001,01"In CODE SECTION Z411-5.3-4
<br />(d) SITE SPECIM PRWECTS SWILL BE PREPARED By A FLORIDA REGISTERED MINEXR OR ARCHITECT WHICH WILL
<br />9. BOLTS TO 8Z ASTM A-307 GALVANIZED Sttn, OR AISI 304 SERIES STAINLESS STEEL. WITH 16 kti MINIMUM YIELD STIRLHOTIT PECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROXCT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE CF IN P. .D- ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO 1,Ht P-E 0. ENGINEER, SHAU
<br />10. ANCHORS TO WALL SHALL BE AS FOLLOWS: SUEWJ TO THIS LOTER, nit SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A) Mi_EL1EjW__eQUffLU 'Ll
<br />_, �.-RM�
<br />(.) THM PELD- SNAEL SEAR THE DATE AND ORIGINAL SEAL AND Sr,-APJRE OF THE PROFESSIONAL ENGINEER OF
<br />- 1/4 . 0 TAPCON ANCHOR-S AS MANUFACTURED af ITW BUILDEX. INC, (MIN. t'c.3122 o�j.) RECORD THAT PREPARED IT
<br />1 /4- 0 9 7/8- CALK -IN ANCHORS, AS MANUFACTURED BY OrWALT INC, (MIN. 1'3000 Dij
<br />: 114-10 PANELMATE FEMALE It, & PANELMAYE PLUS, ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS UL STORM PANEL MWUFACTUFZFWS LASEI- SK41 BE LOCATED ON A REAWLV VtSilEILE LOCATION AT S70RM PANEL IN
<br />ACCORDANCE WFTH SECTION 1709,9-3 OF FLORIDA SUILDU40 CODE, ONE L48EL S-HALL BE PLACED FOR EVERY OPENING
<br />(f,..3350 P,.,I,) LABELING TO COMPLY WITH SECTION 1709,9.2 OF THE FLORIDA BUILDING CODE
<br />AA) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE sHAa BE i 3/4� AND 24 roR PANELMATE
<br />FEMALE 10 & PALVELMATE PLUS.
<br />A2.) MINIMUM EMBEDMENT OF 1/4*v T 7/5' CALK-.N ANCHORS SHALL BE IS 7/8" INTO CONCRETE, NO EMBEDMENT INTO
<br />ANY FINISH W,V&'V, SHALL BE PERMITTED.
<br />1/4- 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH�SHOULD ANY FIN$Sh MAITERfAt "IST) TO ENGAGE 3/4*
<br />INTO ANCHORS. 00 'j"".1#0419", 'IV
<br />-�HE A %.
<br />,��_rj
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<br />(SCALE 1/2-l') W/ oft W/o & 0 9 STQRM
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