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<br />Mite0 ZIEWA
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<br />ENGINEERING EXPRESS'
<br />PRODUCT EVALUATION REPCIRT
<br />Seplembei 15. 2020
<br />Application Nur2
<br />I7fl 1 - R2
<br />EX, Project Number
<br />2D-31543
<br />IlrodoCt Ma ti racturil
<br />All American Shunters AW Glass
<br />Manufacturer Ardidum
<br />1540 Donna Road
<br />West Pawn Beech FL 3UO9
<br />Product Name 6 r) "stip'DGn
<br />24ga GatuarnzeA Steel Storm Pare
<br />Large kAlssafe Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report Is being Issued In accnrdarine with tiro fecTlarefroarats Fall th, Flof ida
<br />DapanmefiN nl Bris8rlaSs era'! Professional Regulation (FI)rWa BLRkaOg CorruTT3s'taanl Rule Chapter
<br />61 F A C .tor a acce a r r M thod H tl The product noted Ovate has Dean G2t}3 005. stlafewid raa b ) p pre f
<br />le led and;or {rval7alatl as surr3nTair2W hereon to show eonlpkRnce 1rerll the FkSrAds Building Corte
<br />Seventh Edafon (2020) and Is. far tha purp rse Intended at least equivalent to that requital bil the I lde
<br />I'le
<br />Re-evaluation of teas product shall be r tlhred intNRrvin 1T3rxrM Florida Building;Cade rtudi6wdontt .
<br />p tell 9 pin
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<br />Substantiating Data:
<br />• PROODIUcLLVALUAMON DOCUMENTS
<br />_
<br />EX dra D-31543 Ud -2 a Galvar ed Steel Srorrn Panels hlvil 8r FvW-HVHZ sr'Hlets T 5
<br />wwg Ci tNl All tz t )
<br />prepared by EngirAeering Express signed S sealed try Frank E ennWdo. P E no On integtra part Or this
<br />Evaluation Repod
<br />. TESTT REAR S
<br />Uniform static structural performance has been ieste l in accodance with TA S 202 test standards pea test
<br />f 1 d s iF6T-ASG-i AO &xinwalar Testing Inc
<br />Mlo () by n9
<br />Large rin vie, tro aact resistance and cyclic loading performance has been tested in accordance with TA,S
<br />201 and TAS 203 test standards par test rapon(s} ir8T-ASG-17-001 la}r Gdacklvatst Testing. Inc
<br />ItS CTURAL ENOINEEMNO CALCULATIONS
<br />Structural englnneararig i,`.akfulabons have been prepared which evaWBte the product bsSa'c or,
<br />coroperal anther rawanal anelysis to quality the tolkrwlrg design nx4efta
<br />t. k4azirou rl Allowable Spans
<br />2 Minimum AB Pwable Spain
<br />3 f hMnxam Glass StUm soon
<br />4 Afutrx S�.ing
<br />160 SW 12`- Avfil SUITE 106, DEERFIELD ®IACH, f;.DAlDA 33442
<br />(954)354 0660 1(866) 306-9999
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<br />74 GAGf GAEVANIZED STEEL 51057w PANEL I
<br />ORAL PROTECTION PRODUCTS, LCn
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<br />No 33% increase in allowable stress has been used In the design of this product
<br />Separation fr is n (squired if r i Calla o"S Dal R cif ra and an 1 es pa act Fain glazing not a lls t tsN1 wr J zone 4 ass t al 1acd43
<br />impact Resistance.
<br />Large Inapecl Resistance has been demenstraled as evedafTt,ed in previously lolled test fapen(s1. and TO
<br />accounted (Fat in flee angyrlaenng design Williams product
<br />Wind Load Resistance
<br />TTas product has been oe6X3ned to tesHit what roads as Indicated in the span scnedUlelsl on the
<br />escecave ProductEvaltallon pacur eM fie "nearing drawings
<br />Installation
<br />This product shall be installed in Ill compliance with Es reape live Product EvaWatort Lbcunrent L+ s
<br />emsnear ng drawing). along with Re Gompenerds noted therein
<br />Product components shall be, of the nsatena! FpeC fled In that ploductb tespill Prpducr Evalttal,on
<br />Downtrend (i.a eoginellsng drawing)
<br />Limitations & Conditions of Use:
<br />Use of lies Ixpduct shall be in strict accordance with that, respective Ptoduet Evaluation C ocurneni It e-
<br />M1 drawing) re
<br />a Heel d aw as Holed herein
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<br />All supporting host structures shall be designed to resist &A auf2eomposed hods and shad be of a malanal
<br />kited in this product's respective anchor schedule. Host structure conditions which are not accounted for
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<br />Ali Components with ale ma inslased sea tx Dtected against car 2s o co terra silo a d pO pre antlV p ag
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<br />This product has been designed for use wfitfin and outside the High VebertY Humeane Zone (HVHZ;
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<br />Frame Bennardo. PF:
<br />ENGINEERING EXPRESSs'
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<br />(954) 354-0660 ; (8"6 396-9999
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<br />DESIGN PRESSURES: '' '
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<br />NOTCHED PANELS - r,I ri 5
<br />of aA•a�LLY4 .,EN wx € r
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<br />11
<br />ALLOWABLE PANEL SPAN e,C GLASS
<br />SEPARATION H SE ION SCHEDULE:
<br />ULt'
<br />4: l , I.,. . ,. , , C , .. I i. , ...
<br />A k .iNA
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<br />_NOTES:
<br />SPAN SCHEDULE
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<br />F 9 L
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<br />GLASS SEPARATION NOTES:
<br />Iv
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<br />/,� EGRESS PANEL DETAIL IT
<br />�N9 ___ __
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<br />iNT)RIOR ereSIl': Ntlafr;
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<br />5 �, 3.38(!" MAN 31 •ry 4.376'-0.413" U. S . C7' N G� y
<br />1 LC 156U 7.5 510 0, 165' (477(6 qi ' 0375" rr3gq)�2 gp a0� g
<br />I6.E15 §' 013 '""''�� Dks•` J'' , ,�0.5SC' p 350" L 007"-0'33' d I
<br />L� I2.500' PANEL COVERAGE I_� tl.179' �-'jl 0 '_ � .fib' Ida
<br />14,875' PANEL LENGT 4'r. '• W E11.545 0.5 4.151w D.250' �'11' a'I
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<br />x1s LFITIE
<br />ANCHOR SPACING SCHEDULE:
<br />24 .A:UGE PANELS. P411EL FASTENERS A C2 S' G C
<br />2,3- tom[ DESTANCE
<br />•... F
<br />PIA. 043=4
<br />Alrc"ol ►Rl6aMRt
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<br />sem 01 TO V e
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<br />Ca'
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<br />12 5'
<br />16 &1'
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<br />12 5
<br />16.0
<br />61:
<br />5
<br />12Ill
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<br />16C ti.2•'i6+r
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<br />Y50
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<br />135-
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<br />133
<br />125
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<br />125.
<br />106"
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<br />16U"it S'106"
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<br />160 Ft R
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<br />L„5
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<br />1J.6
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<br />Tito,123
<br />161
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<br />326
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<br />16C a.Y
<br />14"1
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<br />15. 5
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<br />ll 2'
<br />)2
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<br />312"
<br />!is"
<br />160•'
<br />1s,5`
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<br />6.25'
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<br />515"
<br />7I h2S'
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<br />4.25'
<br />1'
<br />52
<br />6.2T'
<br />6.6'
<br />2
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<br />'.0- 6-5"' 67'
<br />€x5"
<br />Il Y 625"
<br />,rmrl.JlA
<br />8 Z3"
<br />9 3" 6 23"
<br />11 r^
<br />Eti`
<br />93"
<br />62S"
<br />asa2T'
<br />{�..�S26.24'
<br />10.R'
<br />a.25'
<br />a3"
<br />625"
<br />q---.IS
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<br />123'
<br />S1A
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<br />15.6 6p" Eta
<br />52 S
<br />79.FI
<br />4 .V 6,25"
<br />2
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<br />7'J.7
<br />#. 6.
<br />l 4.0' 25-
<br />9 A "
<br />le. 1 0'
<br />6,75"
<br />207 .•2' A
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<br />MAR 0 9 2023
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and approved
<br />luf Lunfpuance wnn u1e tutu rDEP nn Kunlun
<br />by Debra Anne Klahr
<br />3i IDLE DtSTItNfl
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<br />S26'
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<br />625
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<br />1Z 3'
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<br />023"
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<br />ANCHOR NOTES:
<br />eMCHOR 50,IECTULE 4 T , PR TI RE V I PPLIES G Af.` PRODUCTS Q3i flED HEREIN, BUT CALL PNUI OB
<br />1101iMUM ALLOwADLE AN(H SPIAC1fiCr. htAAIrWM ALLOWABLE S AND PR 'U 1 C T C)fi SPAN tSa � NGI A EO
<br />INSP sofEDLrLEs u r eta NA APPL
<br />I ENT:0. AN171tit SCHLbULF BASEO pre PANEL FA5IENER SPACIdCi THE E,CISTIIYG 5T0.UCf16RE
<br />WATEPUAL, A ANCHOR TYPE SELH_'T DESIGN LOAD GRFATM THAN OR EQUAL, TO Ali DESIGN
<br />LORD 6N': IRlS-iEN AND SELECT SPAN GREATER THAN CA EQUAL TG SHURER SPAN,SELECF
<br />CONNECTION TYPE DASEG C'N R!]PRIAFE 1+MJUHriNI; .' N/0LN4Ti ONAPP ,cM,DlnCii i SEE NG DETAILS
<br />1
<br />StIEEi 2 l fiCAnON OF IStNN T K1 TYPE Ffxl 4LEM EK, N
<br />1 "PANEL PA AENERS".:RSTUDS USE/NCON] N-:t WITH
<br />ALL R0UNTTIti ETU51OF6
<br />f"F'TaACiSrIXPCEO ALETC 6d25'OC: AANFE-FJ:i'ENERSPgQT0.8LE VAWEi FOR
<br />AM 'U'=HfACIER5 NCE '1 UDI UtLEOUT L'O V
<br />t NG a r'a7ttla 5)
<br />4 A"C7F2i15 jlr{Ai# BE tkS'TAIIED IN ABYP.MOANCE WITH MAPiUFAUTU REA5' NECIAMN EHDATIOIE.
<br />s, ri 11DW 'LWi HOOT STRUCTUfE SHtiAEL ,"OMT+OtW TO AST" C5D BLOCK6.. $3wwM A4KWEW SHALL OE AS NOTE? IN ANCHOR SCHEDULE
<br />- M MEHDEfWBiT TA S! ft1LM ERU Ch A G 1YA' ROW AND EDGE Ea5 NCE `EXCLUDES STUCCO, AND Tl-ER LL
<br />F?NISHI S WALL FINISHES SHALL BE LJWTED T'C- 114' A65X ERt SHALL IBE VERIFIED BY OTHERS TO
<br />ADEQl Ill TV AWVIER LOADS rO HOST STRUCTURE
<br />MBE a. CONCRETE ANCHORS, NOTED HEREIN SHALL DE EDDED TO UN-CRACIIED COKFIETE ONLY
<br />9. WHERE EXISTING STRECTURE M WOOD FRAMQNG, EXISTING CL31a31 CNS MAY VARY, FIELD
<br />VERIFY Trtst FASTENERS,ARE ItYTOhDEQUATE WOOD iMEMBERS.NG MEMBERS. NOT PLYWOOD, FASTENING
<br />TO W_YWOCD RACCtAdE IY FOR SIDE CLOSURE P IC.
<br />to VAT ANCHORS FASTEN TO NARROW FACE OF STUD FRAKNG, FASTENER SHALL DE LOCATED IN
<br />CENTER OF NOr4W 2' 1 Y (MIN.) WOOD STUD (Y' EDGE DISTANCE IS ACCEPTABLE FOR WOOL,
<br />FRW411140). WOOD STUD SHALL BE SOUrNERN %NE' G-O.SS OR GREAIE R DENSM tAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX WAD,
<br />It RE . - 5 BRA MOVABLE ATIC!'� ARf OCWALT AraEIJMTE All-t•OMTS SKID- E' 6 55 d15NaYG
<br />LZ. MACHINE SCREWS SHALL. HAZE 1y2" NININT2M ENC:A{-s£MENT Of THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE Efrf1ER A PAN frFl4D, TRUSS HEAD GR WAFTFI rl£40 5I0tiNALX BOLT U N O
<br />1
<br />3. DRENENM EMe"E3'fTAN,El018TAfICE EXCLVDE!'.a 5taJCCO GRAIN. WAi.I"FINIS
<br />14. Ir DWr.NATES ANCHOR I�ND"IOIK WIS94 ARE NETT ALaPl Rill USE.4,
<br />k5 01WEC1 MOUNITNG CONDITIONS.
<br />L5 LINEAR 3NTEFEK ALTIGN l5 WJT PLRMCTTECIFOR USE WITH THE ANCt1OR Si.HELPULE5 UST 0M
<br />THIS SHEET
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