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<br />I F-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCWENT (P,E-D.) HAS BEEN VERIFIED FOR COWIUAWE IN 9. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANIUMATE FEMALE 10 A, PANELMATE PLUS MID CONCRE-FE
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<br />ACCORDANCE WIN THE 2020 (AU, EDITION) OF THE FLORIDA BUILDING CODE, BLOCK SHALL BE I 1/4'
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<br />DESIGN WIND LOADS SHALL, BE DETERIMADRD AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, 9.2) MINIMUM EMBEDMENT OF 114'* K 7/8* CALK-4111 ANCHORS SHALL UE 15 7/0' INTO CONCRETE -
<br />FOR A WIND SPEED AS REQUIRED BY nil JURISDICTION WFq-E THESE SHUFFTEn WILL BE NO fMBEDNENT INTO ANY FINISVI MATERIAL SHALL BE PETIMMO,
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<br />FOR A DIRUCT]IONALM FACTOR Xd-0215. USING ASCE 7-16 AND SHALL NOT EXCEED THE
<br />_ 1/4 0-20 SS SIDIDNALK BOLTS USED SHALL BE LONG ENOUCIA(SHOULD ANY FINISH MATERIAL EXIST) TO
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE �i/4- INTO ANCHORS,
<br />IN ORDER TO VERIFT THE ABOVE CONDITION, UCTMATC DESIGN WIND LOAM DERESWINED PER A= 7-16
<br />SHAL BE FIRST REDUCED IT) AS.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN, ORDER To 8.3) IN CASE THAT PRECAST STONE; OR PRECAST CONCRETE PANELS RE FOUND ON THE EXISTING WALL,
<br />TO COMPARE THESE W/ MAX, (A,SO) DESIGN PRESSURE RATINGS INDICATED ON SHMS 25 & 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />Sli,kLL BE AS WENIMONED IN 9,I) AND IN II.2),
<br />IN ORDER TO VFRtFY THAI COMPONENTS AND AW*4OqS ON THIS P.E401 AS TESTED WERE NOT OVER �INE SED. A .34% INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS NM USED IN THEIR ANALYSIS FASTENERS SPACING To WOOD HAS MEN
<br />DETERMNED IN ACCORDANCE MN ALOSL 2Q15' (C) ANCHORS &vLALL BE W,AUXD FOLLOWING ALL OF T14E RECO40ANDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />MANUFACTURER.
<br />STORM PANEVS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEER VERIFIED IN ACCORDANCE WITH SECTION 1625 OF
<br />THE ABOVE MENTIONED CODE AS PER FEMSTRAMN, TESTING LABORATORY. INC. REPORT j 2032, AS PROTOCOLS TAS-20% ft ft Sh� BE THE RES]"ONSMILITY OF THE CONTRACTOR 'TO VERIFY THE SDUNDNIESS OF 714E STTTUM� RE WHERE SHUTTER
<br />TAS-202 AND TAS-203, IS TO BE ATTACHED 10,INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />OR WOOD FRAME EIUjLONGS
<br />2, THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENIND ACCESSING 1HE OPENING FROM THE _
<br />INSME,�'OOYHF USE OF A LADOER OR UFT, THIS APPLICATION IS VAQB WHEN INSTAI.IATKIN IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COMPONENY MES WHICH REMNN IN CONTINUOUS
<br />FROM , F�,DF OF STRUCTURE. CONTACT WTTRI ,THE BUILDING 10 PREVENT WIWID/RAUN INTRUSION ww AND sFNL SHUTTER TRACKS ALL AROUND FULL
<br />3- SERIES IBM INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSIALL LENGTH.
<br />T ATION IS REQUIRID) !O BE
<br />PERFORNIED FROM THE it,fstOE or STRUCTURE. T3 STORM PANEL INSTALL0104 SHALL COMPLY INN" SPECS tND11,kIEO IN THIS GROWING PLUS ANY BUILDING AND ZONING
<br />4� SERIES 2000 INSTAIJAHON IS APPLICABLE 10 SINGLE AND DOUBLE HUNIC AND HORIZOWk SLOFIRS, STYLE WINDOWS WHEN REGULATIONS PROVIDED BY7HE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />INSTALLATION IS REQUIRIED TO 9 PERFORMED FROM THE 04SIDE OF STRUCTURE- 14 ATRIUM WINDOWS AND DOORS, INC, E - Z HANG STORM PANEL SYSTENI'l 15 PATENT INEIVIND
<br />5. ALL ALUMINUM EXTRIZSIONS TO Of, 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (4) THIS PRODUCT EVAWATION DOCUMENT (PE�D,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROACV� i.e. WHERE THE SITE CONODIONIS DEVIATE FROM THE 9 E-0
<br />6. ALI ALUMINUM Sti]EET METAL USED AT CLOSURES SHALL HAVE 3iD514 ALLOY-
<br />(III CONTRACTOR 70 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF
<br />- M aAL ANIQ STEEL
<br />,, ALL STEEL SHCET METAL PANELS SMU �IiAVE STRUCTURAL QUALITY STEEL� ASTIA A-65a GRAOf 50 Nn�, V ED THIS PRODUCT BASED ON INS P,E�O PROVIDED HV/SHE DOES NOT DEVIATE. FROM THE CONDITIONS DETAILED ON
<br />DESIGRAIM W/Fy- 5&5 km (AFTER ROUM). THIS DOCUMEAT CONSTRUCTION SAFETY AT SITE IS THE CONTRAMA'S RESPONSENUTY.
<br />B ALL SCREWS TO BC STAINLESS MEL 304 OR 2,6 AISI SERIES OR CMDSION RESISTANT COATED CARBON STEEL AS PER DIN W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED 4NVAJID IF mocinEo.
<br />WDIS W/ 50 Kin TIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W1 FLORIDA BUiLOING CODE SECTION 241 I,3.14
<br />(4) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AWHITEtT WHICH WILL
<br />4 - BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AtSI 304 SERIES STAINLESS MEL. WI711 3b ktJ MINIMUM YIELD STRENGTH BECOME THE ENG114EER OF RECO90 (E.O.k) FOR THE PROJECT AND WHO wl� BE RESPONSIBLE FOR THE PROPEIR
<br />USE OF THE P,E.D. ENGINEER Of RECORD. ACTING AS A DELEGATED ENGINEER TO D4E RE D. ENGIVEM SHALL
<br />M ANCHORS M WALL SHALL BE AS FOLLGWS� SUBMIT To THIS LATTET? THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A) M_UL1,DW_eQWU_=jCBM,
<br />IN) IHM P.EM SHALL BEAR THE DATE AND ORIGINAL SEAL AND 519NATURE OF THE PROFESSIONAL ENSiNEER OF
<br />- 1/-** TAPWN ANCHORS AS MANUFACTURED BY ITW. WLDEX, INC. (Mi., i'-3102 LII,a) REiCORO THAT PREPARED �r
<br />: i/4' 0 9 7/8' CALK-LN ANCHOR', AS MANUFACTURED BY DEWALT INC. (ON. V-30DID P-.;,) is. STORM PANEL UANUFACTURER`5 LABEL SHALL BE LOCATED ON A REANLY VISIBLE LOCATION AT STORM PAIVEL IN
<br /># 14- 1 0 PAN"ATE FEMALE 10 & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PROOVCT,.;�
<br />ACCORDANCE WITH SECTION 170%.9,3 OF PILOR BUILDING COM Ott LABEL SHALL BE PLACED FOR EVERY OPENING,
<br />(V-3350
<br />P,T,�I,) LABELJNG TO COMPLY WITH SECTION 1709 9.2 GtDFA THE "RIDA BUILDING CODE
<br />ki) MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PANELMATE
<br />FEMALE B) * PANLUAATF PLUS,
<br />O�) UN(NIUM USOM04T OF 7/4-0 ,X 7/8- CALK -IN ANCHORS SMALL BE IS 7/8" iNTO CONCRETE, NO EMBEDMENT INTO
<br />ANY FINISH MAJERIAL SHALL BE PERMITTED,
<br />1/4 � -20 SS SKITENALK BOLTS USED SHoM.L BE LOAD ENOt)OH(SHOULD ANY FINISH MATERIAL FXIST) TO ENCACE 3/4'
<br />WTD ANCHORS. '00101HIMA,
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