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<br />PRODUCT EVALUATION REPORT
<br />September 15.2020
<br />Appicalsin NtiMtMF. 176159.1 - R2
<br />EX Project Number MlIiSO
<br />Product Manufacturer All Athenian Shfulters and Glass
<br />Manufacturer Address 1540 Donna Road
<br />West Palm Beach FL 33409
<br />Product Name & Description 24I Galvanized Steel Storm Panels
<br />Large Mrstale Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Repot is being issued in accofdanLa All the redukentrents of the Florida
<br />Department of Business and Professional Reguradon lFlandre Building Commmon) Rule Chaphe
<br />6IG20'3005,FAC far statewide acceptance par Method I(dh The product noted above has been
<br />imtod ondror evaluated as summarized Plural to show compliance with the FINdine Buirtung Code
<br />"..In Edition (2020) and is. No the purpose heranded at West Equivalent to Nor required by the Cc&
<br />Re-ovaluason of this product shah be required fo#mng pernmun Flonda Sui Code moducidtons or
<br />'evairore
<br />Substantiating Data:
<br />It PftgMO E311AILIJAMON DQCUMENTS
<br />EX duetting all tilled'24ila Galvanized Stel Storm Panels (HVHZ Ill Non-FIVill smani, ' 5
<br />prepared by Engineering Express. signed & sealed by Frank Bernardo P E is an integral part Of this
<br />Evaluation Report
<br />A TE111 REPORTS
<br />Uniform Fill sbuitural mfournarive has IoEerr tested in Accordance win TAS 202 rest standards per test
<br />reporthil #8TASG- 17-001 by Blackwell- Testing Inc
<br />Large nossile impact resistance and cyclic loading porlotmence has been lesied maccordausce with TAS
<br />201 and TAS 203 test standard. W testnepunts) 5161F-ASG-17.0011 by Blackwate, Testing Inc
<br />- STRUCTURAL ENGINEERING CALCULATIONS.
<br />Structurak engineering Calculations have been palpated Whist "altil the product based on
<br />I'arrPoletIve anduor national analysis to quall the foUawirs; detager, eheirra
<br />I Mantanarn Aftwablit Spans
<br />2 Minimum Allativallitfir Spans
<br />I 3 minimum Glares Separation
<br />4 Anchor Spacing
<br />160 SW 121" AvEmuE SsTT5 106, DEEFFIF,li Bf-i F10FILA 33442
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<br />SOP Platernin tHATT glaring is Tire ONfUrred lot ln%t*NAW" Outside Of wind zone, 4 Pan Essential fMR4f1WNs
<br />Impact Resistance:
<br />Largo firgol Restalancer has been demonslated as evidoroced in previously nited test report(s). and IS
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<br />Kilind Load Resistance
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<br />reepil Product Eimivalion Doc'miern (I e engineered dievairb
<br />Installation
<br />This producl shah be installed in Stier Compliance ANIh its flISpeel.ve Product EvtAuO"n D-urnell! 1i a
<br />engineering dreavvic) along with El components noted therein
<br />Product -nV--n% Final be of the maternal Irpeeifici that Irrodud IN neirpircive Product E"Iturbon
<br />Document ti.8 "maturing drawl
<br />Limitations & Conditions of Use:
<br />Else of this Dimond shall bern stricr scRoOdarne with the miditietive Product EvAluation Dowatil (i a
<br />"rantring dristingh Be noted hims.
<br />AS supporting host Structures shall be dc,Iel to re,NET all li.p-m-uposed IdACjs and ,hall be .1 a material
<br />listed in this products iespectrin, anchor schedule Blostshuctury :ondffions 'Jisch are not accounted for
<br />sin tens p.ductsre-lpectveancho,schedule shad t,edes,g.edlw-a.0-sp,aficbases try a,.grge'ed
<br />Professional enCermurn
<br />0 components which are permsenn" installed shinal be protected attairist comistowT comausnation, and
<br />of"-, Such damage 01 an NmOS
<br />This product he-, tarrin designed fur use w1hir, and Outside the HIP Velocity FrIfticane Zone (Ei
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<br />WIDTH UNUMETEF1. KiS ITIVE MID NEGATIVE DEEI1611 WIT-5suRiEs ,ALcy,,Ar,U IN A 9z
<br />— �;F. 13 PANEL SIIAN) ____t FOR USE WITH THIS SYSTEM SHALL RE DETERMINED PER At
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<br />TOP K)UFT (CO -el'. i DETERMINED IN ACCORDANCE VA H ASCE 7 AND CHAPTER I
<br />FroS A -5 REq r, 4 1609 OF THE FLOM DA OU"ING "OEHE SHALL BE LESS THAN or ,,,, I
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<br />I � "I i APFROPMVi'll SPAN IABIel 3,11k i
<br />I - - FI.NnNUTS FA-FTNED 0 1'4-2111
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<br />VISIT ECAM10131W -
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<br />ANCHOR NOTES:
<br />L. ANCHORSCHEOULEAPPLIES 7006U PPOCtPCTSCERTIFEC,HE091N, OUT ONLY PROVIDES
<br />SPAN
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<br />2 ENTEI ANCHCR 510111011HOLE, BASEDIDIN PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MATEll A ANCHOR TYPE SELECT CeSI(A1 LOAD GReATM THAN OR EQUALTO NEGATIVE DESIGN
<br />LOAD ON SOOTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SINANSELFC11
<br />COWJE,TI(N TYPE BASED ON APPROPALAIFE MOUNTING CONDITION (SEE MOWING DETAILS ON
<br />SHEET ,z,FOR v4EmnFicArmNaFOORYE-C-TION TYPE).
<br />If MIL FASTENERS' ARE TrUDS USED IN 03MUtICTION WITH ALL MOLINT71411 "TMMICM
<br />I'FRACA,STU00td ANVALE, Ere ) L15F e 25' 0 C PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL -W- ANO '61--r-REALNERS (INCILIPLONG ALFILDOW Cat"tIONS)
<br />4 ANUAPIRS SHALL BE INSTALLED IN ACCORDANCE WITH MMUFACM REVS' RECOMMENDATIONS
<br />5 FKXXWDLOCK"Z' t,UMMLL �TRVLTS'.0wokmwm lvvoo$Lom
<br />6: MMNJH EMBEDMENT W. ILL BE AS NOTED IN AU04OR SCHEDULE_
<br />M EMBECOMENd AND WOE! DISTANCE EXCLUDES ST00O3. FUM BRICE, AND 011"4M OAU
<br />�NlSiRl WALL FINISHES SKILL OF UMIJEDTO it&' Mal OR SHALL tit VERIFTED BY OTHER" 10
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<br />B. COPONAETE ANCRIORS POUTED HEREIN SHALL BE EMBEDDED TO UN-CRACNIC, CONCRETE ONLY,
<br />9, WHERE EXISTING STRUCTURE IS WOOD FRAWK. FIFISTING CONDITIONS MAY VARY, FIELD
<br />VERIFY THAT FASTERM ARE INTOADOWATE WOW FRAMUM MEMBERS, NDPLYWOOD- FASTMING
<br />TO PLYWCOD 15 ACCEPITABLE ONLY FOR SIDE CLOSURE FlIECES.
<br />10- WHERE ANCHN)i FASTER TO NAARCAY Fell OF 57TUI) FRAMING, FASTENER SHALL BE LOCATED IN
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<br />FRAMINS) FOODO STUD SHALL OF -,Cr1THEA?1 Ill G-O,SSCRLGREATER DENSITY, LAG SCREW
<br />SHALL HAVE PHILLIPS PAN WAD OR HEX HIM.
<br />ElREMOIYASNA ANICHl ARE, IDEWALF PANELMALTE. ALL-VOINTS SOLID -SET Or BRASS &LWPNG lMACHINE SCREWS, SHALL HAVE lf2' MINIWM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AM MAY HAVE EITHER A PAR HEAD, TRUSS HEAD, OR WAFER HEAD (MOEWALK Ill U IN 0,
<br />13. MINIMUM EMSEDP426 AND EDGE DISTANCE EECLUDF25 SIUCCC, OR OTHER WALLIFINISHES
<br />14 = MAGNATES ANCHOR CONDITIONS WCH ARE NOT ACCEPTABLE USES,
<br />, 5 * DIRECT RiOUNTING CONDITIONS.
<br />It LINEAR INTERPOLATION 13 PROT PIERMIfflIED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
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