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<br />ENGiNEER1NO EXPRE5SS
<br />PRODUCT EVALUATION REPORT
<br />Se ntemoei 15 2020
<br />A Bca l n N ether
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<br />17FlM 1- R
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<br />EX Project Number
<br />20 31543
<br />Product ManulsoMu/Cf
<br />All Arnencan Shutters and Glass
<br />Manufacturer Adlhess
<br />1540 Donna Road
<br />West Palm Beach FL 33409
<br />Pradw.1 Nana b DE's6np11on
<br />249a GaNarized Steiel SiDTrx1 Panes
<br />Large 11ASS,19 Impa 11 Resistant
<br />Scope of Evaluation: n:
<br />T?NS Puidurf EYalu21Y4n Rep011 Ia bN ng PSI Uet; in acictlldinwa, with the IeVuuement's of the Ftcr la
<br />Departmer]t of ElLmness, and Protasslonat Regulation (Florida B1RNLng Cortumes.siorO Rula Chattel
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<br />6 3 005 „ _for statewide acceptance Method d e odlati raced above � D$. .120- Apra Poi / 1 tar
<br />INstad anti/or evaiuned a; surrimanzed her" n to show conrpliance with the Florida Birki,ngg Gnida
<br />Seventh EdAoi - j aYw.Hilt he purpose Intendedit loet equro mert that req iw � DY it. Cote
<br />Re-evaluation of 11*46 produri shall be rEAATlhred loffowing peri+nend Florida Buktmg Cade norlittications or
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<br />Substantiating Data.
<br />. PRODUCT EVA LU TION DUMENTS
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<br />Ex L+rawrr a20 ] 5d3 tined 2 a Galvanize I Steel 5 ern Panels HVHZ 8 Nan VHZ, aEN+-Ls 5
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<br />prepared kW EnglnEErir•Ip Express signed 3 sealed DE Flank Bannart� E rs an ,n11rq)rta parr a Ibis
<br />Evafoatuf, Report
<br />. TEST REPORTS
<br />thirtorrn static Struchel l tlerlOrmatae has been lesled in aCc,-Aidance with TAS 202 Ies'i standards ixel lest
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<br />201 and TAS 203 INV 51andill 1'fe+ test reportl;s'k 08T ASG-1?-OW Dv Blackwater Testing. Inc
<br />STRUCTURAL NOIN GCA S CULATIO S L E EERIN CALCULATIONS
<br />Structural engineering , aiculahr,ris have been prepared wr-h "Irritate the product baser r
<br />com;#rative an(Vw radilTnai analysts to quaIAN the loilavang design criterne.
<br />I Max lr, Alllmah4e- Spans
<br />2 Minimum AR,Iwabile Spares
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<br />I60 SW 12' A V f NVE St ATF 106 LEE. RII E I D Bl AC", F, 0R: DA la4 d<'_
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<br />SepaIntun Rrnn glaring is. not tegcarwi tar instalfatNlns outside ct wind zone 4 and essanllal facAhes
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<br />Large impact Realslancs has been Cfemortalrated as eNiderleod in ureven,rsly listed lest Iapdrtlsi. and ,s
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<br />Wind Load Resistance
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<br />Product corrgorle is she Cie o the SEena- apes ed a product 9 spe E l t E
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<br />Limitations & Conditions of Use:
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<br />Pr e -r ha. m irk! & �rol rice wiB1 [tie respective Product EYaAIi]ROn Ebcurrera r _ 1150 0 lM1ts pfOdi101 s Do s ., dot vc i
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<br />All suppodlr]g Now slruclures &hall he Je-vgnad to rerslst all supeWnlposed loads and shag be of a rnittartal
<br />msled In ltas products respective anchor schedule Host slructLge'[mditions whrct4 are not accounted loy
<br />In this puaducl s I"Pectve anchof schedule sham be des,gnxl rot on a site-xl-Cafic basis Ind le Bred
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<br />NOTES: ANCHOR N O S:
<br />NNCWr-0HWDULE it P lf% TD 4LL PRO -r D M P -
<br />5 CCh _C,ETcttT E E1N aU1 COAL, PRtA'IDE3
<br />MA%lNUM ALLOWABLE ANCHOR SPACING MAAINUM ALL wABIt SPANS FPEsuP�t x' --
<br />c
<br />IN SFAN SO+ECULf StNLL AFicLl
<br />.RAN P FII t R� f I ENTF Q+L7R SQIEWLF 6d5ED ON AnE_ SiE iE _FOCI G THE E=1ST1,'G 5TR' JGRIRE
<br />r -r hK ERlAI. A PJ4C1LIt TTPE SELEt, H LOAD rR T THAN A T _ESIG . ER FR Cri E LTCAt�4 7YE C¢S1Gta
<br />I r LCkIC ONI>]R7TTEA AND SEIEL SPAN GfiATE0. {MAN ]ftEQUAL T'OSN1nTFIR SPAN, -1 LET E _
<br />CONNECTION TYf'E d4SELI APPROPRIATE N47UHTING •YMPIT[fiN {9 FE MOt•NTiC Efdill CH tSHEEP 2 FOF1 �?ENfiri'CAA'iGA^ "I '„F {Y_rMNEC/ I{7N NPF.)
<br />I 'PANEL RASTEHFIi W STUDS USED IN DONJUNCfION WITH ALL r40uNTIN.7 EMTRllSh]P!5
<br />`,_, T E ': r ' ( PJICICaIN# DALE ELL i15E 15 O_ PANEL r4STENcR 7FAQNG TNELF Y ALUEJ TOR
<br />' H A r f ALL 11' � AND "U E CLEFS (INCLUDING eU1LG7UT .Cl ,pirlONS
<br />4 A 11! TA A N _ � sFIRLI 9E INS LLm ill aDRC4KE IARH 14ArNUFA�-, REi>=' Fif _ MM 1 6ATl'iF -
<br />-11 ' b E t _ �c.
<br />5. "CtWW BLOCK HOST STRU.'T RE "A ONF -
<br />U T Jk79 TO SC7 CSC BLOCA
<br />6 MMINEJM EtABJEY4f34T SHALL a JL5 11Mi� 1N A+rC11• R --Glef lie E
<br />D
<br />P & 7Eli M1YMEM6ELM'f Erai AMC EnA4 t:t&, NLE EaICLDOES STUD D7 F,)APP �EICN AND OTTER LNA.1
<br />Fi NISNHES WAL FINISH, SH4L 1M[1 D L 1 BE E TC $ RW. SHALL EE YERp tED B OPNE0.5 TD
<br />A Cl CVt4ATELY TP ANSX-Ek wctacs TD HO'6T SIRLICf URE
<br />4 1 a. Ar NOTE N ill .A r 1.,`. r _ON 7iETE ♦ FID0.. D ERE � LL BE EMSEDL>FiL ti .N _RA_ D C.e1NCR?E LY
<br />ME TE
<br />i i
<br />9. WHE YST7 CST TU N F Y MAY
<br />RE N rtuc RE IS 'LIDO M12AMING E fST7 HG C ITiCYf A VARY FCE -
<br />CPip C
<br />VERIFY THAT FtiSTEr/EFE. ARE IFITOAOC-N-NIATE WOOD tR'+MNG MENDERS, NOT PLYWOOD. F.AETENVNT
<br />TO PLYWOCG C. ACr EPTA,KE ONLY FOP 510E CLJSUIM! FIECE<
<br />10 w'MENE ANLTiORS FASTEN TG FAdAWw FACE OF 51VG FRAK N6 FASTENED, SHALL BE LC ATED IN
<br />;ENTER OF INOMAIAL 2''1 4• l41141 I00 CIDSIU6(;14" EDGE LIST AWE IS ACCEI'tABLE FOR. WOOD
<br />CT 7 r r ` FRZJ•tlNGt VrO(JD , u, 5✓41lL BE 'Sgd1 HER" PINE' G-D,55 OR GREATER DENslTY, I,A: I
<br />Stl14LL HAVE N#t' INi. PAN /IEAG OR eIA iEAC. /1 20��
<br />l i WE / ELF e:N.. `. APE �'0 T V T- ALL,
<br />rA7 N-P'IOR_ AL AWE.-MI4 _ LL PONT',PD[N15 �A../C�SF 5 BFUSS
<br />i 2 MACHINE TiREw5 WALL SAVE 1/? MININLM ENGAGEMENT OF "THREADS INTO THE BASE
<br />AN AND MAY HAVE Ell A PAN HEAD TRDSS HEAP CAA WAFER HEAD (SIDEkYALA BOLT)% ONO
<br />t] MING MJM EMBEDMENT AND E0GEUSIANCE EXCLUDES ST9CC0 OR OT HER wALL FINISH€S.
<br />74 M DIF&IGNATE£ ANCHOR ONJOItIONS'AA!IC H APE NOT ACCEDTABLF USES
<br />t5 * C1RKl MCLifTING CpID!T!OrE
<br />IS LINEAR ENTERFO.ATION 1S NOT PER WrTED FCC. U51V THE nMA'UL15. I ,
<br />TH1S'ShEEr
<br />rtuai Review Assist, Inc.
<br />!view comp e e an anoro
<br />rr)r compliance with the 2020 FBC 7th Edition
<br />by Oehra Anne Kiahr PX2300
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