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<br />PRODUCT EVALUATION REPORT
<br />September 15, 202D
<br />: AliphtPul ]ANnal 1°869 1 ... R2
<br />EX Projecit ftudrnionr 20-31543
<br />Product M,,inLffactwe�, All Afrinancan Shu.taff. od Glass
<br />MarrulacturTHANEA-viss- 1540 Donna Road
<br />Mst Palm Beach, FL 13409
<br />24ga GaNstriti Steel Storm PaneProduct Name 8 D�oon
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<br />- RE parct Frosireiram Lorge, hilirij - insin.
<br />Scope of Evaluation:
<br />This Product Evaluation Peport is DEAN "nod in accordance with the req IT a variants of the Florida
<br />Department 0,1 Burl and Professional RGUGHnNi (Fial Building � _ _I Contin, Islam) Rule Chapter
<br />6IG20-3 0015- FAC., fat statewide acceptance per Method 1(d) This pro 'Just noted above has been
<br />tested andirl evallualed as summarized herein to show compliance with the Firerrelis Building CodH_
<br />Seventh Edib� (20i and 'Sh for the PWPGW I'manded, at Iflast equinAlonitto thipirSourred by 'he Code
<br />Re-evalu allon of This product shall be receeirralf following porillneril FlorkV. SuEding, Griper mocftcat-�w,�- or
<br />Binfirmons
<br />Substantiating Data:
<br />PROFUGTEVALi�ATIOMDOCUI
<br />- -I-- & NNNEFHVHZ)'. sheets 1-5,
<br />EX drawing till tifled'24gaGalvantized Shei StorrinPainals (HAN.
<br />prepared try 15niffineenni; Express, sgrad I seated by Frank Elturinardo P E, is an Intel pert Of Ip
<br />Evaluaboin RappriN , - -
<br />I 1187,REPORT
<br />EJll TIOnti straillIN'tili riefiLiml tArMfOric'NININNI I been JOILDNO NN ircecirdance, will TAS 2D2 III slands'dNE per Vill 8IIHIMIls)
<br />INSTAISCi- I 7-00 I by iflarkwHen TiNsUN, Inc
<br />Large missile taspal resistance and aychc foading lesiChouriance has been tol in accordance with TAUS
<br />201 and TAS 203 test standards per test reports} A*T-ASG.17-001 by Slackwatei Testing. Inc
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineannig calculations have been prepared which evskil the product based on
<br />comparative andifor National analysis to quaff, the following dil orlisful
<br />I Marinall ADIrwarill Spans
<br />2. Minerrill AffeAvabla Spat
<br />1 M'skintAn DUNARS Stparation
<br />4 Ao- nch �� Spacing
<br />160 Sw 12" A�FNUE SHITE ICICN, DEEPtIlELD El FEaRIDA 334.0
<br />liil!4l 554-0660 11 (066) 196-99q9
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<br />No 33% intra- in alkmable Stress has Brai used in the design of this product
<br />Separation from, glaming is not required for sirstaffaltions outside of wind zone 4 and essential facilities.
<br />Impact Resistance:
<br />Large Incill Resistance has beendempsaftIlId as evidiussid in preraiTNI listed Ast refoorfs), Ararl is
<br />, airccrunled for in Its, engineering clasign of this product
<br />Wind Load Resistance
<br />This product has been desiligned to rfttst wil fears; as indicated in UTS suctan schedure(s) an the
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<br />respective PHIMERNO Evaluation Document V I engineering drawfirill
<br />Installation
<br />Thits: ;product tip Histalledto strict curripliance with ft UNINpeciri PMNNHNSN F_10ElNHNfdNNA Dorsirrieril d IN
<br />englil nairring droAl along lithith all NNEYp_prr,rrNms noted theralli
<br />Product conitionedift; shall be of 11" nialen in specified in Ilia! product's rel le,ctvir IS N NO A ct E v aluation
<br />Document (Le engineering drawirl
<br />Limitations Ji Conditions of Use -
<br />Use of thils, product stralf be in strict accordance with the rospacti Product Evaluagain DiScHeill B e
<br />engineercrig drawirl as stated hell
<br />All surificirling Accl istructiNstrinislisillpis decistisidd INI resiskatIC"Findro-A,Nd hinds and shall all R moral
<br />11s1ed IN this, praduct's, nrapecOrls anchor nctleduM. Hart frAticture condifitios which ate not. tiolilliplied WT
<br />In this products respective aril ScWduIe BONO bedesigreed VON on a sibi-speol basis by a legiskned
<br />al ONSUNLIMAX! a Es"i prol -
<br />All componelft which are parmaneatty Installed shail be protected against corrosion, conlar"nation, and
<br />other Each damage at art brain.
<br />This product has been designed tar use within and outside the lidligh'iefocity Hurricane Zone H"It"'I'll
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<br />ENGINEERING ExPRESs"
<br />PPL0046�4q Cc" ALAI 9815
<br />JFO SW 12'" AvEmuE S-K 106, DEERFIELD Bi I'LopiliIi. 33442
<br />(95W, j54-0660 1 [866i 396-9999
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<br />' I ALL AMERICAN SHUTTERS AND GLASS
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<br />� I SPAN SCHEDULE NOTES:
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<br />I Ere? EAsAA1NSCHEDULES W1ITH,N..We
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<br />Rl FASTENER SPACZA3 TO ESIGNI-Ol 4 D
<br />F-ERMINE YAX:M_1M ALLONVABLE _TC- RANEL
<br />A'- 7dr,
<br />- - �DULIE is ACCEPTABLE FOR USE IuMi
<br />P05FTIVI LCADS LESS TiMILis CIF EQUAL TV
<br />NE Tr 111F. DESIGN LOANS
<br />2 "PANIN. FASTENERS' ART, 57TVID-5 USED IN
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<br />AC 6;'AStE. OTHEAliNfISE List! rfl�,XT HIGHER LOAD
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<br />POSITIVE AND ANEGATI'VE DESPI PRESSURES
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<br />FOR USE WITH THp;SvStTM SHALL Of DETERMINED PER
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<br />SE FrAll tNG [N�ERNINNG IN ACCORDANCE V41-H THE
<br />GOVERNING CNDD�. PRESSURE PrEffIRPMEN1,T ASCHA W 11 'A ON 0 'p7sR
<br />DETEELMINED, IN ACIORCAININCE ASIT N
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<br />GENERAL NOTES:
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<br />a USE INrloe "I'Do"T"In"OFTNEV"ESTIGATE
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<br />,03 PROTOCOL%, CONTRACTOR 144ALL IN
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<br />,!. WIN 35-Ij3 ECREASE 114ALLOkVACLESTAF.SI HAS BEEN USED RINTHE;
<br />DE"i OF THAS SYS TENN.
<br />a_ -r-KEAK"W�!�G4NBEFaFRECORD FDRAliEJECT
<br />SUPrKsTi �WHICHTHEE
<br />cruc1StB7MRE MANORS LE
<br />NOR THE NEBEGIATP -N-L-51LIPPORTING SURFACU " P-11S OSSINAN WHOM
<br />SHALL BE Cl�','RM�-fE�B BY TH PERNITTINQ "WTAN"TCA,
<br />4 SEPARATE SrTISIMIME -7 '"B"i - E "T"i CACENTO DMM-MOM Lai DeF&M01'1IA1Vr'A`U1ED
<br />" "'Ei
<br />IN EREIN. CONTACT THIS ETIGIPME FOR ALTERNATE SIAN CALCULATIONS AS
<br />M4' BE RE "U"an
<br />. T`HE5qAS-._ .'? M04METM:5GENERCA'�.�-N.TIROV[DE
<br />INMKMATE 454MLIETCSI MR SITE LANNIMMORS DIFFERENT FROM
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<br />i .ARC.IIECrSM--VRRR.ESTTESPi.EECL'4 OMWr'-F CIRLINETIN
<br />ORLIARMOK MITI T115 DOCUMENT
<br />DESICIN MEASURES NOTED HIERIENIAPLE BASSOON MAXIMUM TESTED
<br />rlNuAsSLIRUN LIVOLIEZ AN A;.5 50FIED FACTOR
<br />;1:1.11EAUTATFTdMSMBtHZ1'Ill�lI ORTATPR T S UNLESS Nmen
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<br />Oi NESUS-ANT MA"AINUALL AND 92HALL COMPLY WITH 'SPECIFICATIONS
<br />Pon ALVAPPIUMSTRU"TUREVOMON11 DYTHEALUNUHUMASSOCTAYTON,
<br />'C� ric- & MY ARNICA" movil '_TATANV %'�'AIe0001ll
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<br />It To" & �n D�LS SHOW MAY BE itifflicrACELLlci AS F
<br />COITION PANELS NAY BEPHOURTEDVEK710A1LILVOR
<br />HORS10fil AS kPiTUCABLE.
<br />11 CO"Re", Mi "'i MAcas SNAI CIE RMESCIDED TO
<br />M4�D,tJ-CPA<KEDCC,t,'RE-TEOT4LY PSTAII NII, (Q1W.KffTZAbO4Qk$ PER
<br />UFAC71JRFR`5 NtrNIMINTENEVITIONE!
<br />13, THE CONTRAC"N R A' lHiSPINALl IN INSUL"'NE AN, PAOCEC7 ALL
<br />�1 EMBEF-1 F GOP. 0 E C T AT Lk% AN 7 I IAL."� III r AN EVINT C I NY'l-P.00SES.
<br />$- HNINI NEER Oil 4FTNXFU HERE TO VALMAI-ES AT-RU7TV Ri 1) ES[GIN AS
<br />SHOWN OTHLY USE Of THIS &WHICATION BY CONTRArTOR, at. .L
<br />1N0e1VQ`FiZii4�VA.FiARM4J5S'[11T5 VNIQUINNER idiPAU.COST& DANANI
<br />INCUJOIIIGLZA_Ak�lf= &AffIELLAIE FEElSRECUL�-C PROM MATERI[AL rABRICA710n, SYSTEM ERECTION, IN CONSTRUCTION IN
<br />OrYOPID TRA7
<br />AiNICIN aCA���.+LMAt,�A�, # FAUB-olOi FROM
<br />OIEVIATtl PLAA is
<br />EXCEPT AS EYAMLY PROVIDED HEREIN, NO AOT.3717BONAL
<br />CERTIFICATiONS 99 AFFIRMATIONS ARE INTENESIN
<br />ta AL'YP+R� WSAEsB1T1OlM.69OTMr MANrra=-TZ�iir.LR UF4&a
<br />ARE VDT PERIM Ii3 Mo 01-11LOATE THIS *�RTPICATNI
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<br />ANCHOR NOTES:
<br />L, I ARCHON. SCI-f�'MLF: APPLIES 10 ALL PRODUCTS CERT'IFTED HEREIN, BUT CIANLY PROVIDES
<br />KAX MUM ALUDINfAi ANQ1QR 5FPA;ING. KA)CIMUM ALLOWABLE SPANS AND FRE55MIGES INDICATED
<br />IN SPAN SCINEDULIE SMILL APPLY.
<br />-CHEDUUEIAA5 DON FANWL FASTENER SPACING, THE W57,1 R Z ENTER ANCHOR : NQ I LICTURE
<br />MIRTENUAL, is
<br />-KAN OR EQUAI _ATIVT A 54 ANCHDR�VE 55LU-7 DEKIGN LOAD GREATER I - TO Vi E CAR
<br />LOAD ON SHVTTER AND SELECT SPAN GREATE;LTKa,NCREQU.AI70SHL$TTERSPA-�%SELECI
<br />CONNECTIONTYPE BASED ON APPROPRIATE BOUNCING OONDITICINI [SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF COININIECINJOHN `CNPI
<br />I _L FASTENS 5" ME STLIOS USED its CONJUNCrTO?l 1011"Ill ALL MOUINi EsTRUSTONS
<br />P'.. NONE A
<br />f" PACK, STUDDED ANGLE, El LISE-6,22'CLIZ HAITI PASTENFAIASULMNG74512 VALUES FOR
<br />ALL 11'- AND 'UY-HEADERS (INICLUDI No NUI.Lp�_'Ulr OONEETIOnsl
<br />4, ANCHICIRSSk'ALLSE HNISTAILLEDIN ANOCORGAACE WITH M1NUFAC711RERS' RECOMMENDATIONS.
<br />51 hOPUUOAN BLOCK NNQ�57 SIERUCTORE 5hi QONFMM TO ASTIM QlQ D`_Qi
<br />6' 11,11=41LIMM M-MP4 UMEM DTSPALLBEASNOTMINAN04ORSCHMULE,
<br />7M ENIPADMISNIT AND EDGE DISTANCE EXCLUDES STUCOI FOAM, BRICK, AND OTHER WALL
<br />FINISHES WALL FTNT!ANS, SMALL BE LIMITED TO Orl MAX OR SMALL BE VERIFIES BY OTHERS TO
<br />- -TuR ADEQUA7121-ir TRANSFER � rOHOSTSTRUC --.
<br />a. CONCRETE Al NOTED HEREIN SMALL BE EMBEDDED CO UN -CRACKED OBW_Il Otill
<br />Q. WHERE P.!Anill>;STRLCTUAFIS WOW FRAMING, FOSTIll CONCITTIONElMAY VAMil' FIELD
<br />VERIFY THAT 1"ASMINE--5 ARE INTOAO[!QJATE VH0CD FRAArliss', INIEMMAI "ON p_NWOpD. FASTENING,
<br />TO PLYWOOD 15 ACCE13TA5111 OPILT PON STEP CLNAUPNP PIED ES.
<br />L!II4 WHEIRE ArWiYORS' FASTEN TO NARROW NliC I, OF El J �l il AVN A ,, r AS rENC k IST INALL RE LOMIED 9 IN
<br />-ROF NENAHVI X 4' (IAN.) WOOD ST1JD(-r,,'ISXE DISTANCE ISACCEETABLE FORWOOiD
<br />FRAMIND), Ill STUN SHALL BE "SON18tM PURE'C-0.55 OR C SPIWER, DONts-Cf. LAC SCREIV
<br />N. HAVE PHOULTIP-SPAN HEAD OR HEX Hi
<br />IN. REMOVABLE ANNJIGAZ� ARE CEWALTP��LMAll�,ALL-FOINT55OLIE)-5rTSB"558USMMG
<br />L2. MACHINE SCREIAS SHALL HAVE V2- MINIMUM RUGAGEMENT' OF THREADS INTO THE BASE
<br />CMOR - -AD AN AND Mi HAVE EITHER A PAN HEAD, TGNU-G HEAD, OR WAFER HE{SIDEWALKBOUT Ill
<br />-E F-9CLUDES 51NUCW 09 C114ER WALL FINISHES,
<br />13. MINIMUM EMBEDMENT AND EDrE DIETANK
<br />14. Ir DESIGNATE'. ANCHOR CONDINFICNIB;wIl ARE NOT ACCEPTABLE UESS.
<br />15 DIRE 16 LJNEMCIMIPJNTINGCONDrIN)IG.
<br />INTeP.PU,AICN15NOT PMKIFTEf-'aCIRU5EWITH THE AN,"IP.5C)HEDULESUTOCti
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<br />SH 1.5
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