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<br />PRODUCT EVALUATION REPORT
<br />Septemtber 15 2020
<br />A{ pikatwon Number, f 78W 1 - R2
<br />EX Protect Number 20 31543
<br />ProduAl Manufacturer All Afr mean Shutters and Glass
<br />Manw aeturelAddleas 1540 Donna Road
<br />West Path Beach. FL 33409
<br />Product sine 3 Description 249aGalvanized Steel hum Panel
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<br />Large Misfarl 1 I"pad Resistant
<br />Scope of Evaluation:
<br />This lefodom Evaluation Repon is being issued in acoordauEa with the fequuem only, of The Florida
<br />Datewttmerd al Business and Prolawworial Regulation (Florida Bold[" Caralewrin) Rude Ch2Kdar
<br />OIG20-3 005. F.A C lot statewide acceptance per Method 1(d) The product noted aoove has been
<br />tested andlor evaluated as sllmmatlzed heratn to show compliance with the Flenda Building Cade
<br />Seventh Edition (2020) and rs- tilt The purpose Intended. at Is" equivalent 90 that required by the Code
<br />o1 h -1 e f T en 1 - PR F 1da 111 "vAlicabons of
<br />Re-ILwI!€on this product slat be aglA ed b+ar g pelane la Building Coda
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<br />Substantiating Data:
<br />4 PRODUCT EVA LUA TIQN DOCUMENTS
<br />1.
<br />F,t d a20-31543 tided i - - a Galvanized Steal �tlfrm Panels MIMZ 8 Nix,-ritm2] . sheets 5
<br />ravMrg 4g
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<br />propmed try Engineering Ex1Tm% signed & sealed by Frank Bernardo P E m an integral part ot this
<br />Evaluation Reflon
<br />TEST REPORTS
<br />Urdurra sting structural peifotmanCe has been tested in accordance MM TAS 202'test standards paf Iest
<br />repords) OBT-ASG-17-001 by Biackvratter Testing, Inc.
<br />Large inims, 0, impact rewslance and cyclic loading performance hag been tested in accordance wnh TAS
<br />201 Said TAS 203 test standards pet test fepatls) 08T-ASG-17-001 by Bktckwatef Testing. Inc
<br />. STRUCTURAL ENGINEERING CALCULAT)ON8
<br />Structural engineering calculations hate been prepaled which evaluate the product based tm
<br />-1]mparative ancinx rational analmIS to quaky the liallowung design crllene
<br />T Maximum Allowable Spare
<br />2 Minimum Allowable Spans
<br />3 Minimum Glass Sepafanon
<br />4 Anchor Spacing
<br />160 SW 12- AiENUE SUITE 106 Dt!R IELO BEACH, FLORIDA 31442
<br />{954) 354.0660 1 j66I 39T 3999
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<br />$41 �S P' f 4 E GALVANIZED STEEL $WfV PANEL
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<br />All ArneiiLan Shutters and Guns, - 01r;tl Gakanizecl Steel Stuirn Panels
<br />No 33%increase In allowable stress has Deer used in the design of this product
<br />Separation from glazing rs not required fa mslallauGns outside of wind zone 4 and essential taclgres
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evrdemoed in previously, listed test report(s), and is
<br />accounted for In the origrneering design of this Produd
<br />Wind Load Resistance
<br />This product has dean designed to resist wind loads as IndKatad in the span schodide4s) on the
<br />respective Product Evaluation Documed (i a engereenng drawing)
<br />installation
<br />This product shall Da inta@ed in steel cumpkirri with AS respective Pior'luct Evaluation Document o a
<br />enurn l-nng drawing) along with all components noted therein
<br />Product components ehalr tie of the merenal speclffed in That product E. respecivVe Prolhscl Evaluation
<br />Document (Ia fingml'•erirg drawing)
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in strict accordarica wdt+ (tie respective Product Evakuahon Document (i e
<br />"nearing drawl as h ein
<br />All supporting hosl structures Stan he designed to resist ail superilroosed treads and Shall tie of a malerrol
<br />laded In Ihm pmoucT s 1eSTH14tive anchor Schedule Host struttule c8rldrlidns which ,are not aco,woted 64
<br />in this pfoduct's respective anchor schedule shall be designed for on a site-spectf c basis by 4 ragisteteh
<br />paotessional engineer
<br />Wcomponents, whTeti are TaTrlan a l rlstReedah d tEpote led against CrTTirs30rf. cDnI inshOnAllq
<br />other such damage� at aft ti
<br />This product has been designed tot use within and Outside the High Velocity Hurncanb Zone (HVHZ!
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<br />ENGINEERING EXPRESS`
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<br />16U SW 12`" AIENLf SUITE 106, DEER TELO SE4CM, FLO-10- 33442
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<br />MAY 0 2 2023 /
<br />Virtual Review Assist, Inc.
<br />Review completed and approved
<br />for compliance wlm me cue
<br />y Uebra Anne Klan
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<br />ANCHOR NOTES:
<br />NH040SCHEDULE APPLIES TD ALL PRODUCTS CERTIFIED HEREIN,
<br />ELli ON1, PROVIDES
<br />NAAINUM AlA4AYABLE ANC3tOR SPACING, IMAt MUM ALLt7wA6lE SWlNS AYD PRESSUfEL 1NG1CA:iEC
<br />t4stew SC ANCHOR ENTEA ANOHIOR SCHEDULE FAMEDON PANEL FASTENER SPAfifIG, THE EXISTTN6 STRUCrllRE
<br />MATERIAL, a NatrIDR T7FE SE1FR 17P59GN LCAD u'RFATErN iTWN Oa EQaAL TO IEGATEYE OEStGN
<br />L'.A4D ON 54KliTER ArrU BRAN G EA TNaM SNVTTE SPAN, 1iEtEci BEAT raft E TO R SELECT Z4 AL
<br />TYP T M NT N CCFINEGiION E 0ASE0 CMd APPMJPti1A E JU ING SAIOR Qi6 S E PL7tJNT1►K; OE'fAEl7 0 t (E
<br />£thee"F 2 FrOli �N(f EiCAiT'�1 OF DOANFCI EDN TYRE t
<br />AFEL 45 ENERS° ARE STUDS USFG IN C?x31(rN . n ICNJ If4t'TH ALL Mfll]NT111G EXTrYUSidFFi
<br />r'F"-TPACK' ST
<br />UDDED ANGLE ETC Y USE 6.25OC PAWLF NER SPICING TABLE VA11E FOR
<br />ALL "P""A"U--HfAOESS (iACLllmHG BUIIL'IOIJT -'DI,IXTZar53
<br />A ANCHORS SMALL aE INSTAUM IN A0001AANIW2WITH MAN 4_TL RE K'kEGDWEND4 1OFs
<br />S HOLL:DN' BLOCK HIM STRUCTVAL SMALL CONFORM TO A51714 C90 BIOCA
<br />6 MVCM4JW EM11MM IT SHALL 0E AS NOTeD IN ANC"OR SCE EDULE.
<br />H AN lit N AtlNtr4u BNDECfMa9N7 0 kUGE Q6 NCE E-RCtt)� SrUt C7f5 FOP eatCX, .AND cJ T!£Ii h +LL
<br />ftN15HES WALL FlNi5111ES 54'141L 11F LIMITED TO 174' hN.rt OR SMALL DE VERIFIED BY DTHE145 TO
<br />A T YDE CM. TRANSFER LOADS TO MOST STRUGTUFE
<br />& CDNCAETE AIe:H0A6 NOTED HEREIN 5W71L 8E EMBEDDED ®T UNtRUCiG CONCRETE UNLY
<br />9- WHERE EIMS113NG 5TRUCTURE is WDDO RA F„EXISnNG CO6n06 MAY v Rv, 13C-LO
<br />NERIFY T FASTENERS A F THtA ANri f NERS ARE lE(TDA T'E WOOD TRMUNG Iyff48ERS NiYr f1t1'YKXHi, A.ASTE3e114R O EQU
<br />T -5 TO RLrAasoD 15 AI:r.EpT,>e� cwLr ri7R sine cLdsx:R.e PIECES,
<br />To, 100" ERE ANCHORS FASTEN TO NARROW PACE Of STUD FRAMUNB, FASITNER SISAL EE LOCATED IN
<br />CENTER OF NOMINAL 2" 4 4- (A0N.1 LYODD STUD If,- EWE DISTANCE 15 AOXPTAOLF NOR WOOD
<br />FUMING) ]IOOD STUD 9FCALLBE "SOUTHERN PINE' ; .O.SS OR GREATER UEF1F M. LAG SCREW
<br />SHALL HAVE Pict LLIPS PAR HEAD CA HEX AEA1D4
<br />11 REMOYPBLE ANCH1005 ARE MI MALT PANELNATE• ALL-FOWT5 D-SET a BRASS DU5Hg4G
<br />12. AfACYU E 5_REWS 9NALL HAVE 172- MINIM ENGAGEMENT OF THREADS INTO THE BASE
<br />ON04M AND MAY HAVE ETT ER A PAN HEAD, rPtUSS HEAD, CAL WAFER MEAD (SJDCWAt ISOLT) 0 ft 0
<br />11. MINIMVM EPOED94ENT AND EDGE DISTANCE EXCLUDES St UCCO OROT HER WAILFTRISF�,.
<br />14, r DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCERTAaLE us r i.
<br />15 * C4REr1 MOUNTING ocwD3T*N5
<br />1E t3NEAR INTCRP+aLATION 15 P03T PERM[TTED F'C4k USE IArfR} THE ANCHOR SL:H FD0X5 U5Te0 led
<br />THIS SHEET
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