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<br />licaion NurarA: a . FE,TApp�EX Projeto Nu b or 2E,31 S43
<br />ABLE American Sack: mand 34ass
<br />wo"i Manufacturer:
<br />MARITifablilverAdLEDFASIL I540 Donitry Road
<br />West Palm Beach FL 33409
<br />Product Name & Rescripliour. 24ga Galvanized Stet Storns Panels
<br />Large ItAssHo Impact Resistant
<br />Scope of Evaluation:
<br />This Product FVshmition Repoli is being issued in accordance with the requirements at the Florida
<br />Department of Business and Professional Regulasoin FloridatBuilding Commstrison) Rulte Chatiptor
<br />F A. 0 tota' IT WG201-3.005, r ligare,vide acceptance per Method 11(d). The productnoted, above has bee
<br />Tasked riodtof ArvalfinsUni as surtirraraziEd heiarl" to show compliance with the Florida Building Codi&
<br />Seventh Eirlie.kin l2GE,[ni and IS, for the purpose Intended, at lisairst equivalent to That fetiquatid by the Code a
<br />bou of this Product shall be required fraroyfing perfireint Florida Rieldiry r,ade rnodifications or
<br />Re-inialij
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<br />Substantiating Datas
<br />EX drawartEst #20-31543 titted '24ga (3alvanized Steel Simmin Panti RWEJZ & Non-HVEI shoots 1-5,
<br />A PEREElSIVOT EVALUATION DOcUMEN � -
<br />curoporad by Engineering Express, signed 6 seated by F,--.k S�Irirerdb I is an integral part of this
<br />Evalu-bon Roport
<br />A REP
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<br />Uniform ahvio structural Performance has been tested in accordance with TAS202 test Standards per lest
<br />Saporito #ST-ASG-17.001 by Slackwaler Testing.
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<br />Large inni irripaot nosislaince and cyclic loading peviermance has bean tested in accordant;
<br />201 and TAG 203 testslandiiiads per lest e*pod(s)#8T,ASG"17Oti0I by EllackwIl Testing Inc.
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<br />MI Anicrican Shutters and cilasy - 2-IA"a Walvanizird stecl slonn Panolt
<br />No 3SIS ,rtcr"Sa in allo,tvableStrai bon lisfad in the design Df this Voctur.1
<br />stipSTPRETTIR from gsazvrig IF Hot EFEEHfod fog iraholhAlons outside of Wind zorre 4and am -So Russ factittres
<br />impact Resistance.,
<br />AL:CIIII,1111111&11] fill In th!
<br />Urge 11 I'LITITErt ResciNal Loti hERE neirn au-ThlorsVelted BE Proadenced 1 ri frovRensly lisled test reports), and As
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<br />Wind Load Resistance
<br />This T TrAlud ties been Jesignetit to resint wiTA TFORSA as Rdicateiri lir the spmE_,hCdBS N An !fw
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<br />This VOC)LICI Shall be inBC1111od k-- S-EKA =MT-fianCIE! VD411 IS respective PloductEvalLiation DoLaorner-1 it e !it
<br />engineen"drawmg) alicingwith MaipgrBiDrit, noted therein
<br />Product components StIvIll t* Of the mahmal snit-cifted in that product's resipecNe, POBd-j& ETTakwoort
<br />Document {i.e. anTriffaring drawart-il
<br />Limitations & Conditions of Use:
<br />- Use of this prockjc4 shall in stAtLi ALLACcAr-cc With the respeclivii Product Evahlatio I]OcurrAmi) A
<br />Engineering drawing) as =red haimn,
<br />Arl sopporling host strUcti 51TABERbS z.BkjTcd lo t(,S.Hl!ia%r!stiI$enmlxlsofJ howitai unit &TIaTltv, -LT "male'lai
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<br />other Such damage at all times.
<br />All Components whir tire Permanently nailhilled shall be p ototTted against carrosbriL contanEnaiiort MITI
<br />The ploducl has tnAen des,rTned I.- use within and outside Ole Kgh Veltocils, Hioncanto Zono (HVKZ)
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<br />ANCHOR NOTES:
<br />L . REICHOR SCHEDULE APPLIES 70 ALL PROC41CTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE AWNCRSPAClNG. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE 511,01. APPLY.
<br />'MAT 5VTERAK4D4oR501EM�EEIASIEDONPAr*LFA5TENEFkZPAC Ni THE EX;STIMSTeticTURE
<br />it ANCHOR
<br />ERIAL� TYPE SELECT DESIGN LOAD GREATER THAN CA EQUALTO NEGATIVE DESIGN
<br />WAID ON SKUTTEIP AND �ELECT SPAN GREATER THAN OR EQUAL TO SH Unt SPANIS RILS-7
<br />C11104 TYPE BASED ON APPROPRIALI-E MOUNITINC CONINE, , CONDITION (SEE MOUNTING DETAILS On
<br />SHEET 2 FOR DIFICAIOF OCIONTENNPE)
<br />IPANEL FASTENERS 'ARE STUDS II IN CONJUNCION WIH ALLMUNTLNCE IRuStOFOT
<br />('F-TRACK,STU[RDE-D ANGLE, ETC USE 6 25-O.0 RAINELFA57ENER SPACINCTABL-. VALUESDOR
<br />ALL W- AND 'W-11EADER5 (LWAUDING EL3LDOU1 COEMD'ZONS�L
<br />4, ANCHORS SHALL lat WSTALLED INADCUILDANCE WITH Ks"UBACIUR595' RiiCOMMENDATIC0115,
<br />5 HOUCIN IIELOCK K*T STRUCTURE 5HIALL CONFORM TO ABTM 430 SLOCK.
<br />6: MM41MJH EMBECENEW SHALL el All riOTED To ANCHOR SCHEDULE
<br />, ,I _K, AND OTHSTL VI
<br />ALL
<br />7 MONIMUM MAULDMUST AND EDGE DISTANCE EXCLUDES SITUCCKI IT Pit, FALL
<br />FINISHES. WALL FINISHESSHALL SE _flMBEQ TO 1/4' MAX OR SHALL E I VERIFIED BY oTiTERS ro
<br />ADEQUIATEIT IRANSPM LOADS TO LOST STRUCTURE.
<br />LIFE,
<br />0. CONCRETE AN HORS NOTED HEREIN SHALL BE ENSIEDOW rC, UN-CRACM k,X) NICRETEONLY.
<br />WHERE EXISTING STRIr-TURE IS WOOD FRAMING, ITICISTING CONDMONES MAY VARY, FIELD
<br />?Iilsl" TW, R45TE-NERS AM I TITO ADEQUATE WOW FRAVING MEMBERS, NOT PLYWOOD, FASTRENINES
<br />TO "YOOD 15 AL ICEPTABLE ONLY FOR SIDECLOSURE PIECES IS. WHERE ANCHOR$ FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER ShI BE LOCATED IN
<br />- WNEINAL 2' X r I W11.3 WOOD SILID " EDGE DISTANCE 15 ACCEFIA91F FOR WOOD
<br />FRAIMILING1. VACCO STUD SHALL ELE -POUTHERN PINE' r-0.SSOIki:REA=rER DENSITY. LAG SCREW
<br />SHIALL PHIR LETTS, PAN HEAD OR HEX HEAD,
<br />L I RFEMMVEAVILE ANCHORS ARE, DEVALT PANEUMAYEE, ALL-POIN[TS SOLID -SET b SRASS BUSBUING
<br />L2. MOHIPIE SCREIVS SHALL HAVE 1tr IMINIMM ENIGAGIBIENT OF THIREADS I EFDO THE BOSE
<br />AN AM MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, CAR WAFER READ (SIDEWALK BOLT) U.N.U.
<br />13. "'I'MiROGNUM EMISEDMEM AND EDGE Cr,TANCE EXCLUDES STUCOO OR OTHER WALL FINIPSHIES,
<br />14, = DESIGNATES ANCHOROCCIDITITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />15� * outer-T MAU NYING CONDITIONS.
<br />it LINEAR INTERPWTIC44 15 EXJT PERMITTED FOR USE ATTIB THE ANCHOR SCHINDULE5 LISTED ON
<br />THIS SHEET.
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<br />171
<br />SHEET NO.
<br />SH
<br />1.5
<br />
|