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<br />IN$_TALLAT_I9N DETAILS FOR OPTION ,42 F98 LIFE SAFETY STORM MNEL SYSTEM
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<br />= I � - 20 GAGE GALVANIZED STEEL STORM PANEL DRA"
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<br />1. INSIALLATIONS ARE ONLY VALID FOR BUILDINGS "IN K&O DES" kDADS S TIE . * �-, m
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<br />-�,: 111LIECO,mc, \ GLOBAL PROTECTION PRODUCTS, LLC. ,
<br />2 FOR NEW WOOD FPAVC CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN - �, /
<br />HNE NO 2. W1 SPECIFIC- DENSITY OF o5S OR EOUR1_ I'-t" 0110W--� ___� Am 5.w. 5w -.4liu"
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<br />20 GAGE GALVANIZED MEL STORM PANEL
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<br />I E-Z MARC STORM PANEL SHOWN ON INS PRODUCT EVALAX)ON DOCUMENT (P.LD) HAS BEEN VERIFIED MR COMMIJANCE IN a I) MINIMUM EMBEDMENT OF TALPCON ANCHORS AND PAINELMATE FEMALE $0 & PAMfl.LIATE PLUS INTO CONCRM
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<br />ACCORDANCE WITH THE 20120 (71h EOEi4) Or THE FLORIDA BUILDING CODE, BLOCK SMALL BE 1 114,
<br />DESIGN WIND LOADS SMALL, BE DEFEIDANI AS PER SMON 11520 OF THE ABOVE MENTIONED CODE, B,2� MINIMUM EUSFOMENT Of 1/4'0 X ,X CA" -IN ANCHORS SHALL BE IS 7/0' iMT0 CONCRETE.
<br />FOR A WIND SPEED AS REQUIRED aY THE JURISDICTION WHERE THESE SHUTIERS i
<br />WILL Be "IsItALLEG 0 NO EMBEDMENT KID ANY FINISH MATERIAL SMALL BE: PERMITTED.
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<br />FOR A DIRECILONALM FACTOR 0-0,8S. USTUr ASCE 7-15 AND $IRALL NOT 00110 114C Wit tkr 1/4' 0-20 SS SIDEWALK DOLTS USED SHALL BE LONG ENOUGH(SHOULr ANY nNEEP MATITRIAL MST) TO
<br />DESIGN PRESSURE RA71NM INDICATED ON SHEETS 25 A, 26. E14GAGE ,tl,V INTO ANCHORS�
<br />IN ORDER TO VERIFY THE ABOVE CONEITION, ULTIMATE DESIGN WIND LOADS DETERNIONED, PER ASM 7-4;
<br />SMALL Of FIRST RLDLICIED TO X&G. DES" *NO LOADS BY MUUEIP�YINC THEM BY CLS IN ( ORDER TO 6.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON rHE EXISTING WALL
<br />To COMPARE THESE W/ I,W� (XSQ) DESIGN PRESSURE RATINIOS INOICAIED ON SHEETS 25 & 2& ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SIRLICTURE REAND SUCH PANELS. ANCNORAGE
<br />SHALL BE AS MV�RYONIEO IN fl�l) AND IN 8,2).
<br />ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THE' . P.E.D. AS TESTED WCK NOT OVER STRESSED. A .33X INCREASE
<br />;N
<br />N ALLOWABLE SIRESS FOR WIND LEADS WAS DO- USED IN THEM ANALYSIS, FASTENER$ SPACING TO WOW HASS BEEN
<br />DETERMINED IN ACCORDANCE WITH N.O.S, 2DI6, (C) ANCHORS SMALL BE P,WkJXD FOLLOWING ALL OF THE RECOMMENDATIONS AND SPELIFICATONS OF THE ANCHOR'S
<br />MANUFAC7 LIRIER ,
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FAUGUC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WEEH SECTION i626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTPATON ICSTING LAWRATORY. INC, REPORT j 2032� AS PROTOCOLS TAS-201. I I IT, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOP TO VERIFY THE SOUNDNESS, OF THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND IAS-203, IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />Z T141S SYSTEM HAS SUN DESIGNED TO SSE INSTALLED ON THE OUTSIDE OF T14E OPEN94C ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS,
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<br />INSIDE W/O THE USE OF A LADDER OR UET T141S APPi, tCATION IS VAUD WHEN INSTALLATION IS INTENDED TO BE PORPORMED 12, THE INSTALLATIONI C(INTRACTOR 15 TO SEAL/fAUtK ALL SHUTTER COmnONENE EOCES WHICH RF"N IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE EIUILDU4G 10 PREIrENI WIND/RAIN NTRUSKM CAULK ANO SEAL, SR,UEFIER TRACKS ALj AROUND FULL
<br />�. SERIES IDDO INSTALLATION [-S APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED 10 BE LENGTH.
<br />PERFORMED FROM THE INSIDE Or STRUMRF_ 13 WORM PANEL INSTALLATION SMALL COMPLY WUN SPECS INDICATED IN NIS DRAWING FUUS ANY BUII.DINO AND ZONING
<br />4. SERIES 2000 INSTAILAIION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORIZONTik SLOERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PFIRMIT IS APPLIED To.
<br />I LWALLATION, IS REQUIRED TO OF PERFORMED FROM 114E INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND ODORS. WC� E - 2 HANG STORM PX14EL SYSTEJAI- IS PATENT PENDING
<br />5� ALI ALUMINUM MRUSkONS TO BE 60dE3-16 ALLOY AND TEMPER (UNLESS UFHMW.;Sr NOTED) 15� 0) THIS PRODUCT EVALUATION DOCUMENT (P.E.D,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRDMOC
<br />INFORMATION FOR A SITE SPECIFIC PROJECT; ; a. WHERE THE SITE CONGETONS DEVIATE FROM THE P.LD
<br />6, AIL ALUMINUM SKEET METAL USED At CLOSURES SKA&L HAVE _3105-M14 AJJDY�
<br />IPJ CONTRACTOR TO BE RESPONSIBLE FOR THE SLI.ECTION, PURCHASE A14D INGrALLATION INCLUDING LIFE: SWLTY OF
<br />7. ALL STEEL SHEET MLTAL PANCILS SHALI- rbiVE STRUCTURAL QUALITY STEEL, ASTM A-653 GRADL SO MR,, GALVANIZED STEEL IN S PRCOQCT BED ON THIS PEO. PROVIDED Hf/SHE DOES Nor DEVIATE MOM THE CONDMONS Of"ALF0 ON
<br />ZS
<br />OCSGWTION W/Fy. S$.S Kill (AMR ROHLEC), DOCUMENTS"CONSIAUCTION SAFETY AT SITE IS THE CONFRACTOQ'S RESPONSIBILITY.
<br />B ALL SCREWS 10 BE STNkir,SS STEEL 30A OR ,116 AlSi SERIES OR CORROSION RUSISTANT COATED CARBON WEL AS PER CAN (c) THIS PRODUCT EVALUA11014 DOCUMENT WELL BE CONSIQEPOO INVALID ji, MOCIFTED,
<br />SODIS W/ 50 "I YIELD, STRENGTH AND 00 kai IENSILE TERENGIN & SHALL COMPLY W/ FLORIDA 01,14311INS, COVE SECTION 2411-1.1.4
<br />(4) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGMEER OR PACHIRECT WHICH W1.1
<br />4. BOLTS TO BE ASTM A-307' GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL, W7TI IS f�� MINtMILIM YIELD STRENGTH. BECOME THE =NEER OF RECORD (E.O.R.) MR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR tHf. PROPER
<br />USE OPINE P,E-r. ENGINEER OF RECORD. ACTINC AS A DELEGATED ENGINIE-ER TO 1HE P.E D ENrINEE-R, SMALL
<br />10, ANCHORS 10 WALL SHALL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWRYCS FOR REVIEW
<br />(A) IQ-E?r, �'- !Qb0M
<br />W THIS P.E-D- SMALL BEAR THE DATE AND OR'GINA-_ SEAL AND SIGNATURE C-_1 -,I PROFESSIONAL ENGINEER OF
<br />: �/4'%TAPCON ANCHORS A:- MUNUFACtURZE, By JTW BUTLIDEX. INC, (MiN. C-3192 p.ILi,) RECORD THAT P"_ ABED IT
<br />/4 . X 7/8- CAUK-IN ANCHOM AS "NUFACTUFRED BY DEWALT INC. fMik f'-3000 p..Q
<br />- 014-10 PANELMATE FEMALE 10 & PA9ELMA_TE PLUS ANCHORS, AS MANLIFACTURED BY ELCO CONSTRUCTION PRODUCTS IS STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED Of,' A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />.
<br />(f,..3350 P.. I.) ACCORDANCE " 'SECTION 1709-S-3 OF FLORIDA BUILDING CODE ONE LABEL SMALL Of PLACM FOR EVERY QP,ENjNO
<br />LABELING TO COMPLY WITH SECTION 17099.2 OF THE FLORIDA BUILDING Coot
<br />A.i) MINIMUM EMBEDMENT OF TAPCON ANCHORS IN10 POURED CONCRETE SKAJLL BE 1 3/4- AND 2- FOR PANELMATE
<br />FEMALE 10 & PANELMATE PLUS.
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<br />A2) MINIM M EMBOM04T OF '/4�0 X ?/8- CALK -IN ANCHORS SHALL BE 15 7/8- INTO CONCRCITE No EMBEDMENT INTO
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<br />ANY MAUERVL SHALL RE PZRIATIPTED
<br />1/4' 0-20 SS SlOtVALK Ski USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENCACE 3/4*
<br />INTO ANCHORS. '0,11RUNILIN,
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<br />A��) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS POUND r1YE �4'
<br />BE ON UISIEW, WALL OR .Z/
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<br />FLOOk ANCHORS SMALL OF LOW" ENOUGH 'TO REACH THt MAIN STRUCTURE BEHIND SUCNI PANELS, ANCHORAGE SHALL �OGEN;��- 0 I' -
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<br />BE AS MENTINW IN A3) ANO IN A,2�, . ,
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<br />- 1/4' 0 TAPEON ANGHM, A-- MANUFACTURED BY fj,W BUILDEX, INC --- -- - - : FLORIDA BUILDING CODE (High Velocity Nur "P. Zone)
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<br />- �/4' 0 X 7/8' CALK -IN ANCHORS, AS WANLIFACILIFED BY OEWALT INC (F-1500 psi) ,� - I .,,m mvxo. m� ".
<br />4-10 FEMALE I ".- ,`Zmnsif, ,,, 20 GAGE GALVANIZED STEEL =101 PANEL
<br />- 0 PANIELMASE Ill AND PAWIMAIT PLUS ANCHORS. AS MANUFACTURED BY EL=G CONSTRUCTION ,� .." ONMAIS,
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