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<br />ENGINEERING EXPRESS
<br />AF
<br />PRODUCT EVALUATION REPORT
<br />Sepamhlr 15, 2020
<br />A s n Number- 17 9.1 R2
<br />iN]
<br />cello
<br />EX Project Number 20.31543
<br />Prodocf Manulaciurer' Alit American Shutters and Glans
<br />manufacturer Address 1540 onna Road
<br />Iadu ar Rtkt D
<br />West Pont Beach FL 33409
<br />Product Name a C7escTtpuon 24ga Gallranized Steel Strum Panelb
<br />Large Misrule Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evahation Report Is being issued no acccxdancer with the fegworl nm of rise Florida
<br />Depattmem of Busmccs and Professional Reguia6on (Florida Budding Constrassiti Rut, Chap4e,
<br />G I G20-3 005. F.A.0 for star! acceptance Per Method I(d) The product rioted above has t36Rn
<br />nos1ed ardror evaluated Ass -srlwr2ed herein to show compliance M/the F a BNikfng Code
<br />Seventh Edition (2020) and Is, lot the purpose Intanded. at least equlvakient to that required by the C41110
<br />Re-evaluation of Ills product shall be requ Ltd lollowhdg pertinent Flarde Building Code muchl4ealtions or
<br />revisions
<br />Substantiating Data:
<br />PR OOUCT EVALUATION 2OC(IMEM
<br />EX drostrai 412D7 3IS43 uDnt1 -Zap - Gatwarazed Steel Storm Panels tWH2 3 VHZ' Nort•Hshineis 1.5
<br />2
<br />prepared by Eng,rustring Eaprlss. signed d sealed Dy Frank Benriarda, P E A an I tegra part of this
<br />Evaluation Report
<br />-
<br />• TEST REPORTS
<br />Uniform staffic structural petition lalsce oar boon lasted In accordance wdh TAS 202 test Standards pat test
<br />r T -17 t t T Inc
<br />e n s t1e -ASG •1S6 Btxl[wate aso
<br />1) Po by n9
<br />Large mrsirsie impact respstatce and cyclic leading performance has been tested in acc anec with TAS
<br />20, and TAS 203 test sta sdao s per Test Deposits) SBT-ASG-17-M by 81ac1 watet Tssang. Inc
<br />4 STRUCTURAL ENGINEEWNG CALCULATIONS
<br />Structural engineering r alwlintions have ttalsn prepared which evaiuste the product bases on
<br />comparative andJot rs@oral analyeas to quaky the torloLNng design criteria.
<br />1 Maxlydm, Allowable Spam
<br />2 fl oNnuum Allow a Spam
<br />3 tAmfftum Glass Separation
<br />4 Anchor Spot -AM
<br />160 SW 12- AvEAUE SUITE 106, DEERFIELD BEAc M, Fc DaInA 313'142
<br />(954)354.0660 1(866) 396-9999
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<br />rttl Amlf,can Shuncrs and (.,lass -'_aka t�afsatllied Styet . 1I4M,n Panel>
<br />No 33% Increase In allowede stress has been Used In the design of this prDduct
<br />Separation horn glazing 16 not iegwrod for ir%`tatlghons onside of wind zone 4 all ewsarival faalibes
<br />Impact Resistance:
<br />Lar1te Impact Resistance ties been demonstrated as evedsnced In provicn ottly listed test repcn(s9, and is
<br />a,:cqun" for In it* erI{aTnledng design of LEAK product
<br />Wind Load Resistance
<br />Tf9s prostatil has been Designed to Insist Wind loads as Indicated in the span scheduki on she
<br />rlrpec'9ve Product Evaluation Document it e entprJeanio; drawing)
<br />Installation
<br />This poiducl shall Be N,stallyd in strict cmiripliance wait as respective Product Evaluation Doctanenl i1 e
<br />engineeWp7 drawng). along vein an components noted thatfor
<br />Product GOrxOAO1t3 shlill be 0I in! T�lnaI SpeC4f1� In that product Uct S re50lCtrvE Pn4tlUCt EvaVuat 7n
<br />Document (I ! a nee chowni
<br />(
<br />Limitations & Conditions of Use:
<br />Use of this prorth ct shalt be in strict au:ordance, with the rospecsve Prnducl Eva)trakOn Document Is a
<br />snpnelNing drawing) as noted herein
<br />a i 'nr -fa Tf
<br />A!1 suppTnfOr� hose slrLidwls shall Go designed � sl all sLga1'ImpoSln lC%3dG a t ahaR DR D r3 d€ ee
<br />listed in this product's respeclIve anchor schedule Host SnruchRe conditions which are not acccormed kx
<br />"w c a nchoi ll "t tie-s 'a6, 'ns i 'i of erect Nt irn6 product . Ea6T3e Iry B sotlaA9u� she drltGV A'1 hit On a s pec t tr ra by gist
<br />pr0T6sivisnal engNcaan
<br />e/ t I E e " r n mi All components which aIa mar !RR n6taRld shah t'r! protected a st .a nsr<I cnnta Hanlon and
<br />pD p8 W � a0
<br />other such damage at sE times
<br />This product has been designed for use within and dAside the High Voiocrty Hutianer Zone rHV1'SZ
<br />Rso,M-'itul IA
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<br />Frank 13cnnard0. PE.
<br />ENGINF-ERING ExPRESse'
<br />-PEm14F<49ICerl ATIh 198`
<br />160 SW 12- AVENUE SUITE 106, DEERPIE30 BEACH, FLG4IOA 31442
<br />(954) �54-0660 t (866) 396. 9999
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<br />NOTES,
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<br />--•tA L pNAN N >t i # .�i
<br />RL La. HRII 41.O - I or
<br />TANS: fNOT..
<br />1R NCA A[ J Iii € L -S at .'., r
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<br />ff s f L E C O Ific iGLOBAL PROTECTION PRODUCTS, U-C.i p
<br />i I .�dT`3..�,, a sia IHL '�a I -,,i 1
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<br />ALL AMERICAN SHUTTERS AND GLASS �i
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) II
<br />IS IDTI� Uhrl r'J TEI:
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<br />I TYPICAL MOUNT ELEVATION ION
<br />FLEVATI:7N
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<br />PIAL Yi ZU STI[CM
<br />(3.IE04TCCED THAT CONNECTIctS
<br />PiAPIC. 6it'17M WASMiskI
<br />-41--c" ARE USED LVFAC14 5ATHFY
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<br />ELEVATION
<br />NOTCHED PANELS)
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<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
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<br />GLASS SEPARATION NOTES:
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<br />DESIGN PRESSURES: r" `i`
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<br />A- tbpTED .N GE41r3N
<br />DESIGN NOTES:
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<br />WO'IT1JE INC NEGATIVE DES]Ii P'fiiPSSQRE ALCQLATED
<br />- W. E1
<br />5 S d L F PER
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<br />1'BI}9 3T rH:. FLCRIDA BLIatlily IXE SHALL BEy LEI-+'niaaa
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<br />II,"F,' EQQUAL 11D THE Iti IGITCVF r:R nE ,•2JT IVE. C'ESlr..ly
<br />PRFSCURE CA;Ri VsU LF5 LTE,rFD HEkiii FOR ANr
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<br />GENERAL NOTES:
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<br />11.2"
<br />l25"
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<br />11.2'
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<br />[ Iaa 3A
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<br />f"
<br />10-3'. ., 2.
<br />7-I' 6.23- I> 4'
<br />..•aril ra,lw..:1." 41
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<br />36 d' I %" 6.2- 12 9-
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<br />a I watt 31
<br />12.5'
<br />1&0' 6.F' 3.4' E 27
<br />' 3.7"
<br />31.1" A 4' 4.1' B 2r 10-- 4 2'.'
<br />1 -.,�..... 4l
<br />12 S'
<br />114' S.Y 44- 625'
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<br />11-5' 4,6' 4,1' 625'
<br />%' .4.5" 3.3" 625 92 15• 13"'
<br />G25'
<br />]O b'• 43- 3.8` 62!`
<br />92' 15" 13" 6S!' 02 ES- 7J"
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<br />9 2' 17" TJ' a 29'
<br />3.2" 9 2' S S ) ].,
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<br />^ 1T 000 113
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<br />!6.4" 16.0'
<br />10,4' 12-5'
<br />6,0'°
<br />1&0` 7-S
<br />12.5'
<br />16.0" 16,0"' 6,7'
<br />Iz 3'
<br />SEO'tati
<br />tie- 329'
<br />26 a"
<br />L!D" 61"
<br />12 S'
<br />36.0. 146" 6D"
<br />.w w 41
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<br />16 d' mo
<br />6,21 12.
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<br />12 S'
<br />♦ 7' 6 "
<br />f6 O 3 O
<br />1' 2
<br />128°
<br />14.0 NT
<br />60 A2,S
<br />38.0
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<br />1 60
<br />12.9"
<br />30.0 34 T- 80"
<br />.11e1 rCM"' L 33
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<br />101 12 S'
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<br />12.5
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<br />360
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<br />3607" 5€"
<br />PoY'b00lCRPV 43
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<br />160 I2.0'
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<br />72
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<br />6,41 11.51
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<br />16 311"
<br />96' f6'
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<br />12, V'
<br />'a.0 9,e 36"
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<br />32.5"
<br />Si0"
<br />91"
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<br />160' 9. 1
<br />12,5
<br />340 103'
<br />12.5'
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<br />12. IF
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<br />12. 5"
<br />19 0'
<br />9 1
<br />2251,
<br />14 0" 91"
<br />1.
<br />I V9' i 73
<br />iL9
<br />.0' '
<br />16 d.6'
<br />7. 3" 12.5'
<br />15.5'"
<br />60" 5.1"
<br />12" I"
<br />' 4.
<br />13A• S.3 " 5
<br />LLT'
<br />16 Of T0'
<br />S.9. 12.5"t1.9'
<br />411' .1"
<br />62!"
<br />124. 49" II-
<br />Aiirllel,.Waw, 41
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<br />- 6
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<br />AN H RC O NOTES:
<br />4 ANCHOR SOiEDOLE APPLIES TO ALL PRODIY_TS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCTOR STACHHAtIMUM ALLOWABLE SPANS AND PRESSURES lNJtCA D
<br />tN SPAn satEntxE stltu APPLr
<br />2 ENTER ANOitiJR SCHEDUIZ BASED Ur'/ PANEL FA5TENER 5PACffIG- THE FYISTIIG SfR[1CrlrRE
<br />MaTERIAI, • ANCHOR TY'FE SDF=1 CESIGN LOAD GREATER THAN CA EQUAL 7DATTUE DESIGN
<br />ry L ON SNUI'TER AP/0 FIE 'T SPAN THAN E T. SM ER SP6N. ELEOf [aA0 . N RILATE ER G UET 5
<br />CCiNNC.`TtON TYPE RASED G1N APPROPRIATE MOUNTING +7.MCIi1ICJ4 iBEE hlOtrrTING iIETAILs ON
<br />SHEET 2 FORmE IFICA11001 OF lEN PY
<br />t
<br />3'PAW FASTENERS" ARE STUDS USED IN CON) UNTTON WITH MOUNTINGEI7RUS10P5 ": fRALX SYUDC•EO AN aLE ETC 6.75" O C PAN FASTENER TA LE VALUESFOR
<br />t IG S EL NE B t _
<br />Ant :i"'APy}'U'-HEA[IEA6i INQ.UOI B tLDOU'r CO 1
<br />4 ANC)M)RS SF314LL at INSTALLED IN ACCORDANCE Ties MTANUFArTIMERS.' RECOMMENDATTONIS.
<br />S. ",19W BLOCK LUST STRUCTURE SHA LA CONK" T O ASTM G54 SLOCIL.
<br />6. P4MRMUM EM DECNR9T SEAL L. BE AS NOTED }N ANCHOR $Lk&DULE
<br />7 MM,DMIM HNNEDMETIT AND EDGE DISTANCE EXCLUDES S7JC�PLAN BR7Or AMO OT
<br />HER WALL
<br />FtNffiI3ESe WAIL HN SNES 59WLt nil t' al P T H T I 8t 1JNElEp NUY OR SH L BE VERI ED B OT ERS U
<br />ApfQIMTEtT T9ANSFSi L. TO 417GT STRUCTURE
<br />S. COMCRELEE A19:1EDP5 NOIfD HEREIN S)1ALL 9E EMBEDDED TO LOCI LY
<br />9 "MERE EXISTING STRUCTURE 15 WOOD FRAMING, EXn5TINGI CONDITIONS MAY VARY. FIELD
<br />VERIR` T W FASTENERS ARE INTOADE(tUATE WOOD FRAPANO MEMSCRS, NOT PLYWOOD. PAUM14G
<br />TO PIYWOCD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES•
<br />10. WHt'Ri ANCMRS FASTEN TO NARROW FACE OF STUD FPAPCNG, FASTENER SHALL SE LOCATED 1N
<br />CENTER OF NOMNAL 2• t 4• jItIN I WOOD STUD ('f.• ®GE DISTANCE 15 ACCEVrABLE FOR WOOD
<br />FRAMING). WOOD SIUDSHALL BE !'eUfHERA PINE' G-0.550R GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PMUIP5 PAN HEAD OR HET( HEAD,
<br />ll.RAJWBIi A9]COQ1 ARE DC1ALJNA4ELiM i qLL 101NT5 510-SEr BBRA SS BU9109G
<br />L2 MACHINE S:JtEVAS SHALL HAVE 2f2" MINIMUM ISPIGgCrEPEEN I CIF r-O EADS HRCl THE EASE
<br />ANCHOR AMC MAY HAVE ETIHER A PAN HGADI SiTtB1riOr OR WAFER BEAD (SIDEWALK BOLT U N,O
<br />13. MMINVNBdBEONBJT AND EOGEOaTAtKE EXCLODE53TUG(Y1 C/tk OTHER WALL FINIS
<br />14, tO DESIGNATES ,ANCHOR WtA)ffiOiS "I04 AM NOT AOGEPTABLF USES.
<br />•S DITrE'CT MOUNTING C eNnesprL7NE•,
<br />115 tSNEAA TNTfft"ATIDh S Wp3T PERGCrTEO POR U5E WITH THE ANCHM 51O.1Et,ULeStdSTW '3N
<br />THIS SHEET
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