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<br />ENGiNJEEPING
<br />EN13INEERIN(3 EXPRESS'
<br />PRODUCT EVALUATION REPORT
<br />September 15 2020
<br />Application Number17889.1 - R2
<br />EX Project Number. 2D 31543
<br />Product MenutaCYurer All American Shutters and GIs,%
<br />Mi nulactwur Address 1540 Donna Road
<br />West Palm Beach. FL 33409
<br />Product Name 5 Description 24ga Galvanized Steel Storm Panels
<br />Large Mlsbdu Impact Resislant
<br />ion:
<br />Evalua Scope o/ t
<br />Ties Product Evaluation Repon is being issued ill accordance with the requirements of the Florda
<br />1 Business and Professional R latIon FlonCla Building ComrrYssion Rule Chapter
<br />Oepenment o e eas a ngu l rig ) pl
<br />•r nce per a product noted above h n
<br />81G20-3 005 F A.0 .for stmewldD acceptance a Method 1 d The ct 1 bo v es twit
<br />pr P () W
<br />harem t h an a with the FloridaBuilding
<br />tested and/or evaluated as Summarized o s ow conllNi c da B rig Code
<br />Seventh Edition (2020) and Is. for the purpose Intendedat least equivalent to that required by the Code
<br />Re-evahN Ation of this product shall be required following pertinent Florida Building Code modlficatlons or
<br />revleions
<br />Substantiating Data:
<br />PRODCVAL ATION DOCUMENTS
<br />.L anng w203T1'24ga Galvanized Steel Stone Panels (HVHZ A Non HVHZ) she -Pr, 1.5
<br />IMepaied DE Engineering Express, signed d sealed by Frank Bonnardo P E is an integral pan of this
<br />EvRhtellon Report
<br />• TEST REPORTS
<br />Uniform slarL siguct, i l preitor en uhas been tested le accoul nc9 with TAS 02 teal standards fx1 lest
<br />7 1 re n e TIB1-ASG 1 -00 Backwater TestInc
<br />PO l) W n9
<br />Large missile impact Resistance and cyclic loading performance has been tested in accordance with TAS
<br />201 and TAS 2011esi standards per test tepod(s) 4,6T-ASG 17 001 by Blackwaler Tasting Inc
<br />• STRUCTURAL ENOINEEPoNo CALCULATIONS
<br />Sln¢hual engineering calculations have been prepared which evakiate the produd based tin
<br />comparative and/or rational analytim to quality the following design criteria
<br />I Maximum Allowable Spans
<br />2 Muumorn Allowable Spans
<br />3 Minimum Glass Separation
<br />4 Anrhnl Spaang
<br />160 S W 12•" AVENU9 SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 11866) 396-9999
<br />TER M@ENGimFtRUAcExPRrss.com
<br />ENGI N EEAINGEXPRISS.COM
<br />♦ .AST PANEL®TO BE INSTALLED AT EACH OPENING SHALL ALWAYS Of
<br />,1 w: or_AF HANDLE TO FACILITATE INSTAUATKN If IMENDN
<br />' : aOM INSIDE OF STRUCTURE.
<br />I . r
<br />. �
<br />�)i,E1NITIGt1 E-Z HANG STORY PANEL SYSTEM
<br />CON.IS 5fING- PAN L + Conl. TRACKS TOP k BOTM61
<br />CND PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP BAR W SHALL BE PROVIDED AT TOP OF SUCH
<br />PANELS.
<br />(5). IF END PANELS ARE CONNECTED TD BOTTOM TRACK, CONNECTION
<br />T 14 SHALL CONSIST of r 20x3 4' N.S. w 7 •0. 3 WING
<br />NUT OR I/+`ex3/4' we THUMBSCREW INTO TEED BOTTOM
<br />TRACK. LOCATOR OF FASTENERS MAY BE AT DRIER OF TWO
<br />EXTERIOR FIAT RANGES OF END PANEL.
<br />(4) IN CASE THAT END PANELS ARE 1407 CONNECTED TO BOTTOM
<br />TRACK (i e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SHAL1 BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE ((3) ABOVE. IN SUCH CASE. CONNECTION OF
<br />PANELS TO BOTTOM TRACK WV OCCUR AT ANY PAWL LOCATION
<br />t - A;,ATiptIS ONLY YAW FOR WIND
<br />•PELC _° M 170 m.p.h,
<br />`40110 "LIM fw<
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />a,- er
<br />1
<br />I L E C O Ne
<br />GLOBAL PROTECTION PRODUCTS, I.I.C.o'/am
<br />[STirio ENGI�♦ a Co.i AxY
<br />4ea0 SF. 11 Shelf
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<br />ENGINEE.�ING
<br />. Page 2 Dr_
<br />All 'lmcncan Shuncn and Glass - 24gs Galvanized Steel ShTTTn Panels
<br />No 33% increase In allowable stress has been used In the design of this product.
<br />Separation from glazing is not required got installations outside of wired zone 4 and essential facilities
<br />Impact Resistance:
<br />Large Impact Resistance has been demonSITaled as evidenced in previously Nsted test reponisl. and is
<br />accounted for in the ong naenng design of tin product
<br />Wind Load Resistance
<br />I IesUrxui has been designed to resist wind loads as indicated in the span sched le4
<br />sI on Me
<br />raspecYWo Perided Evaluation Document (I e engineering drawing)
<br />Installation
<br />This prud.Lt shall be uislalled in send compliance with its respective Product Evaluation Document (I P.
<br />engineering drawing) along with all components noted therein
<br />Product components shall be of the material spoofed in that product s respective Product Evaluation
<br />Document (I a engineering drawing)
<br />Limitations B Conditions of Use:
<br />Use of this product shall be in strict i ccoidence with the respective Product Evaluation Document (I •
<br />engineenng drawing) as noted herein
<br />All supporting host structures shall be designed t0 resist all superimposed loads and shall be of a metanal
<br />Listed In this products respective ancho( schedule Host Structure Gondlions Which are not accounted tot
<br />in this product's iaspeclive anchor schedule shall be designed tot on a site -specific basis by a registered
<br />professional engineer
<br />All components which Are permanently hInstalled shall he protected against corrosion. Lon aminallon Rod
<br />ether such damage al all times
<br />This product has been designed for use within and outside the High VelocltV Hurricane Zane (HVHZ)
<br />Respectful Iv.
<br />II
<br />i1
<br />Frank Bennardp, PE
<br />ENGINEERING EXPRESS'
<br />APE004,5549 I Cen ADth 4885
<br />160 SW 12'" AVENUE SUITE 106, DEESFIELO BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396 9999
<br />TEAMO ENGINE E RiMGEXPKESS, CON
<br />ENGINEERINGERPRESS.COM
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<br />WIDTH UNLIMITED
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<br />DI'AIV Dl t'ItUULt NU I tJ:
<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DE.MLMD aranEl FASTENER SPACING
<br />CI TO
<br />pETERNINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN SCHEDULE
<br />SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />P05MVE S LESS THAN OR L TO
<br />LOAD EQUAL
<br />NEGATIVE DESIGN LOADS.
<br />I, 'PANEL FASTENERS' ARe STUDS USED IN
<br />CONJUNCTION WITH ALL. MOUNTING EXTRUSIONS
<br />('F"-TRACX. STUDDED ANGLE. ETC.) USF. 6 25'
<br />D.C. PANE
<br />HL FASTENER SPACING TABLE VALUES FOP
<br />ALL ""- AND'U•^HEADERS (INCLUDING BUILD OUT
<br />CONDITIONS).
<br />3, LINEAR INTERPOLAftON BETWEEN LOADS IS
<br />ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD
<br />I
<br />1 ENTER. SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM At.IOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED
<br />2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LIMOS ONLY
<br />IITEPPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER
<br />LOAD
<br />T THE HVHZ AND OUTSIDE ESSENTIAL
<br />1. FORINSTALLATIONS W SLOE OF tR5 OF
<br />FACILITIES IN ASTM WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PAOTEI`TIED OPENING IS REQUIRED.
<br />F
<br />MAXIh1UM ALLOWABLE �"y
<br />;:�DIRK
<br />11„;'
<br />w
<br />.44
<br />DESIGN PRESSURES: Y
<br />A""
<br />1' -
<br />NORM
<br />A5 NOTED IN DESIGN
<br />DESIGN NOTES: SCHEDULES Ia
<br />e
<br />-11
<br />POSITIVE AND NEGATIVE DESIGN PpP95URES CALCULATED
<br />r
<br />FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER
<br />SEPARATE ENGINEERING INACCORDANCE WITH THE
<br />NG m �gy l
<br />GO�ERN+NG COO . +pE> WIf�UIRS E 7 -9
<br />H AN
<br />kv=i � R n
<br />DE RM VIED 1N CCIORD A CE CHAPIE'R
<br />LESS THAN
<br />Vut s
<br />O0. EQVALTOFTOENPDAO6RNDJRGNEGATIVEAbE'SIGN
<br />kj
<br /><
<br />PRESSURE CAPACLTT VALUES LISPED HFNEIN FOR ANY
<br />ASSEMBLY AS SHOWN,
<br />W ®®® .
<br />try m
<br />GENERAL NOTES:
<br />uNa£
<br />iAv
<br />SPEC A T
<br />J. THIS 9 K1FIC.hTION NA. BEEN DESIGNED AND SHALL bE F RICH ED IN
<br />NCCOROANCE WITH THE R6ppVIRfMENT9 OFTHE FLORIDA {: THE , of
<br />SEVCHrtN !U[TCON ((Z020) FOA USE INSIDE AND OLrisIDF OF THE MVNa PER
<br />1, C W
<br />m ❑
<br />iA6 201, 202 AND 2D3 TEST PROTOCOLS. CONFOM-TOIL SHALL INVESTIGATE
<br />1 �.l
<br />AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY
<br />APPLY. DESIGN CRTTERlA BEYOYD AS STATCD HEIfl I114AY REQUIRE
<br />ADDITIONAL SITESPECI IC SEALED ENGINEERING.
<br />(n
<br />2. NO 33-t/3% INCREAS& IN ALLOAVARLE STRESS HAS BEEN USEU IN THE
<br />In
<br />DESIGN OF THIS SYS TEMP
<br />3. THE ARC HITECT/ENGINEER OF RECORD FOR THE PROIECi
<br />SUPERSTRUCTURE WITH WHICHMIS OESSGN IS USED SHALL BE RESPONSNLE
<br />V•
<br />-
<br />A THE IN OF PP TI - AFAC THIS DESIGN HICK
<br />E ALL SV DR NGIN ELACTM ES W
<br />�
<br />COORDINATED
<br />SHALL BE CCO0.DINATED BY TAj;}AHpEy,P PERMITTING CONTRACTOR.
<br />SHALL
<br />U1
<br />Z
<br />I.
<br />MBIEINTCOMTACTTHI5 ENGiINEERDFOR ALI'ERMATE 66PA11 CALCUI�[IS AS
<br />A R D R
<br />MAY Bp,eD
<br />a $
<br />X
<br />(-
<br />R M
<br />IU
<br />I T»[ `NREM ASPECIFIC
<br />E N FOR
<br />ND WCSH PRVIT E L HERO IS OT
<br />ATION P00. AALAD S3IN FOR SR! CON OR PLEGINT RED
<br />TWE
<br />CC 4
<br />W DO , g
<br />,`/,
<br />n z
<br />CO GINIERSIONS
<br />THE [UNCT HKLP EPAOL NEE OI .0 {{,tl0C 56U-VM f6R USS IN RTERED
<br />A TfM NLLPR EPARf 9TF 1]OCUMf NTS FOR USE IN
<br />S
<br />i+
<br />,�, i
<br />erF.CiF'tC
<br />mitt Nc
<br />CONIU ESIGN RIETH THIS DOCUMENT
<br />P 1 A a1M TE CI
<br />6. DESIGN Rf55UT"C3 NOTED HEREIN AREBA6CD N M XIM. 41E
<br />'Y
<br />Z
<br />< i
<br />PRESSURES STEN 0 EY A 3.5 SAFETY hACYOR.
<br />7 pplt11 FA5T2H[HRLS TO B[ YLLiV OR GRC!qq'rNI SAE s UNLESS RIOTED
<br />7
<br />D OR
<br />W L.
<br />V' In
<br />CORROSION -RESISTANT MATERIAL AND SHALL CUM/LSE WRN'SPFr,IftCAT3ONs
<br />CDREOSISE,FASi'ENERE MATERIAL AND SHALL
<br />PDA ALUM TNUM STRUCTURES'SECTION I, 3 BY THE ALUNIN UM ASSD[IA110N,
<br />-1
<br />-+
<br />Q W
<br />INC„ R ANY APPLICABLE FEDEiAi, STATE, AND/OR LOCAt CODES
<br />U t6
<br />3
<br />a Au-Srolu PANEISSMAUJe24GASTElLb0.024"
<br />0. TY
<br />C STORM PANCI_S CONFORM TO 4WIN M51 S RUC ORAL U ,jU
<br />EDC
<br />Tl2 OG v 1 O S WITH MINIM M -AB,,
<br />6 4 C+6 AL Ai lit CvATIN 1 U FT KS,
<br />aD ALL AUJMIO SHALL BE 60b3-T6 ALUMINUM ALLOY.
<br />W
<br />IRI.rRU510Na
<br />UNLESS NOTED OTM FRvnSE.
<br />11BOTTOM DETAILS S MAY BE TNT[PL HANGED AS Fi[1.0
<br />Q
<br />MAY
<br />CONDITIONS DICTATE PANELS MAV BENWNTFD VEPITCALLy OR
<br />HORI30NTALLY As
<br />-i
<br />CHORAPPLICABLE.
<br />12. DIV NCH P H 1N SMALL BE tlMS�DEO TG1 C CPETF h E 5 NOTED FPF
<br />NON -CRACKED ED CONCRETE ONLY. ALL CONCRETE ANr_H00.5 PER
<br />RECOMMENDATIONS.
<br />.XK
<br />Q
<br />§
<br />13, T"I CONTR rkIS
<br />ME THE FACIM UtWH LB R MATERIALS To INSULATE 011 IRarEGi ALL
<br />MEMBERS FROM I IF MATERIAL TO
<br />E R5 U SS lAR 6
<br />I
<br />EI
<br />H
<br />II 1
<br />DATENTELEC IUM. DE
<br />14. NONL ERSEO AFFIXED HERE 70 VALIDATES 87RUCTUML DESIGN 46
<br />N
<br />SHOWNONLYUSE a THIS CONTRACTOR,
<br />Vt.COST
<br />■
<br />i A
<br />�
<br />a
<br />1
<br />Ii
<br />AL.OII,
<br />EN A l FOR ALL COST • ILINA6[5
<br />"'N LeSS THIS IS
<br />NO[MNInCS A SAVES HARMLESS TE F ES RESULTING
<br />INCLUDING LEGAL FEES a APPELLATE FEES FROM MATERIAL
<br />C
<br />i
<br />C k
<br />FABRICATION, SYSTEM RUCTIONNO
<br />ERECTION, CONSTRUCTION {FYOHO THAT
<br />,J EE
<br />/
<br />WHICK IS M LAL,A CODESFRAC110ES
<br />D154AO CALLm FOR BY LOCAL• STATE, A fEUE.AL [OU[5. IRDM
<br />DEVNATIONS OF THIS PUN
<br />B
<br />b e
<br />@
<br />AS EXPRESSLY P W
<br />I3. E MERCER NO ADDTRONAL RO
<br />1t
<br />{
<br />O ARE I R MARL CI.
<br />.ATE AF
<br />CEPTIRrATI5 0R A ADDITIONS RTI3NGS TO TH[S 1>%UM[M',
<br />Id.AR ALTO RATTONS ADDITIONS oR THIS
<br />`
<br />M
<br />j 4
<br />248
<br />AND E THIS re
<br />ARE NOT ELS
<br />ITHA IONMIN
<br />lip
<br />IT
<br />�' d
<br />9HA[[i RM ANENTLY
<br />17. PANELS SHALLC PERMANENTLY LIBELED WITH A MINIMUM . (1) UBEI
<br />ED
<br />PER EVERY 30FEET; CONTAINiNr. THE FOLLOWING INFORMATION.
<br />y
<br />!
<br />C
<br />L' uu
<br />E
<br />l
<br />ALLAMERICANSHUn ERSANDGLASS
<br />WEST PALM BEACH, F.
<br />1Z
<br />e y
<br />HFC
<br />M
<br />TAS 203, TAS 202 A TAS AL
<br />APPR NUM{
<br />_-----
<br />/LORIDAODUT
<br />-,-I.,-,
<br />20-31543
<br />VISIT ECALC.Ifo181FA13 , S'ff
<br />R
<br />MYI 0
<br />I•uW AuxIeIHLnAHs, IIPPRr441YPANPeA
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
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<br />MOUNT
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<br />,IT4 i iB If 111i
<br />m aW rnuanlWRa r_
<br />20 31543
<br />ANCHOR SPACING SCHEDULE:
<br />14 GAUGE PArNEI,., PANEL FASTENERS 0 11 5" 11.0
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<br />t6.0' !.]'
<br />Sit"
<br />f 1'
<br />12, S
<br />16. a a.7`
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<br />12 9"
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<br />11.5'
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<br />90' 3.6
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<br />12 5'
<br />9. 5 '
<br />16.0 ,6'
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<br />ANCHOR NOTES:
<br />ANCHOR SCHEDULE APPUES TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAAIMUM ALLOWABLE SPANS AND FREBSUPES INDICATED
<br />IN SPAN SCHEDULE SMLL APPLY.
<br />0. N P R 2 ENTER. ANCHOR sOiE SE EASED DESIGN
<br />LOAD
<br />GREATER
<br />ENE SPACING THE L TO NEGATIVE
<br />STRUCTURE
<br />'r TY N G EATER THAN A • N
<br />MA ERIAL, B ANCHOR PE SELECT DIRE LINO R NOR EQUAL TO N,$ TTVT DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GPEATE0. THAN OR EQUAL TO 6NUTTE0. SPANS ELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE M]UNTING LOW" ION (SEE MOUNTING DETAILS ON
<br />SHEET 1 FOR IDENR FICARdV 6 Q1NNKl ION TYPE1.
<br />5. 'PANEL FASTENERS" ARE STUDS USFD IN t13N1UNCTtON 4VIjH ALL MOUNTING INTRUSION$
<br />_,RACK STUMO ANGLE ETC USE6.25'O.0 PANEL FASTENERS AONGTA LE VALUES FOR
<br />("F ) P B 4 W 5 O
<br />RLL "H" -AND 'U'-HEADERS (INCLUDING B W IDOUT CONa]ETEONS)
<br />4 ANOY3141S SHALL BE INSTALLED IN ACCORDANCE WITH MANUFAT _ URERS' UCDMMENOATION &
<br />CONFORM 9. HOLLOW BLOCK HOST STRUCTURE SHALL IN
<br />TO SCHE UL BLACIL,
<br />8. MINIMUM EMBEDMENT SHAH BE AS NOTED iN ANCHOR 6CFIEOULE.
<br />P MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FORM, MIOf. AND OTHER WALL
<br />FINISHES WALL PIN15HeS SHALL BE UMITEDTO 1/4'. MAX OR SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATELYER LOADS TO HOST STRUCTURE
<br />TPANSP RE
<br />B, CONCRETE ANT f.0 HEREIN SHALL BE EMBEDDED TORONLY
<br />9, WHERE EXISTI14GSRLC7URE IS V0(D FRAMING, EXISTING
<br />CONDITIONS MAYVARY. FIELD
<br />VeRiFY THAT FASTENERS ARE INTOADeOvATE WOOD FRAMING MEMBERS,
<br />NQT PLYWOOD. FASTENING
<br />TO PLYWOOD IS AXEPTABL2 ONLY FOP SITE CLOSURE PIKES.
<br />10. WHERE ANCHORS FASTEN TOINARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" K 4• (MIN,) WOOD STUD (%4• EDGE DISTANCE 15 ACCEPTABLE FOR WOOD
<br />FRAMING). WOW STUD SHALL BE"SOUrHERN PINE'G-O, SS OR GREATER DENSITY, LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD,
<br />IL. REMOVABLE ANCHORS ARE. DEWALt YANELMATE ALL-PO94TS SOLIDiFraBR Eu SH 6
<br />12MACHINE5-REVS SHALL HAVE ]Z'NININUMENGPGERENTORT1NED5INTOTHEBASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O
<br />13. MENU MUM
<br />EABEDMENJ AND EDGE DISTANCE EXCLUDES 5TIKCU OROTHER WALL FINISHES.
<br />14, Or 0661GNATES ANCHOR COWIf10NG WHICH ARE NOT ACCEPTABLE USES.l5 DIREC7 MOUNTING CbD NRiON9-
<br />IS LINEAR INYERFOLM'ION 15 NOT PERMITTED. FOR USE WITH THE ANCHOR SCHEDULES USTEDON
<br />THLS SHEET
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|