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<br />ENGINEERING EXPRESS
<br />PRODUCT EVALUATION REPORT
<br />September 15 2020
<br />AD Beaton Number
<br />P 17869 1 - R2
<br />EX Project Number 20-31543
<br />Product Manufacturer Alf Amencan Shurtore and Glass
<br />Moortufacture(Addiass 1540 Donna Road
<br />Voilest Palm Beach FL 33409
<br />Product Name & Description 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />01 li.) HE tN'�_AII FL' AT EACH OPINING A0 At WAT�, e,t
<br />L�WIV`01115*,IIJILAK HANU,E If; IAl,:,1'ATr. TN�,';AL,ATKIN ir INTENCEF)
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<br />CONSIUINC� tI� PANE, . �l �RA',_.� 'OP & 90,�TOM
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<br />HUILDINr CODE (Non Hiyh Velocity Hurricane
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<br />Scope of Evaluation:
<br />This Product Evaluation Report is being issued in accordance with Me requirements of the Florida
<br />Department of and Proliessional Riegulealon (Florida Building Commission) Rule Chapter
<br />L'Sn' altiviods acceptance pot Method I (d) The product noted above has be"
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<br />6IG20-3005,F.AC9`oorst
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<br />1909d at of evaluated as summarized herein to show compliance with the Florida Building Code
<br />Seventh Edition (2020) and is. for the purpose intended, at *&at equalialent to that required by the Code
<br />Re-ftal,stion of this product shall be required following pertment Florida Butiffing Code modifications or
<br />revisionu.
<br />Substantiating Data:
<br />. PRODUC TION DOCUMENTS
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<br />- drawing #20-3='24ga Galvanized Steel Storm Panels jHVHZ & Nw-HVKZ) . sheets 1.5
<br />prepared by Engineering Express. Signed & sealed by Frank Berionardo P E RE an integral part of OHS
<br />Evaluation Ropoit.
<br />' TEEST REPORTS
<br />Undomi tatc, riftUCtural poorkInfroance has been tested in accordance with TAS 202 test standards par lost
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<br />repon(s)ZT-ASG-1 7-001 by Blackwatel Testing Inc
<br />La RE missile imitact resistance and cyclic IDa(Arvj performance has been tested In accordance with TAS
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<br />201 and TAB 203 test standards per test ieport(s) OBT-ASG-17-001 by Blackwalet Testing Inc
<br />CALCULATIONS
<br />"ETING
<br />1h.:I.r!!=L.!!!fiNorns have been prepared which evaluate the product based on
<br />comparative and/or national analysis to quality the following design cnans
<br />I Maximum Allowable Spans
<br />2 Minimum Allowable Spans
<br />3 Minimum Glass Separation
<br />4 Anchor Spacing
<br />160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(SIS,il 354-0660 1 (066) 396-9999
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<br />Al I American Shut IVIN' and Glais - 24ga Gal � ani zed Steel Storm Panel s
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<br />No 33% Increase in allowable Sir&" has been used In the design of this product
<br />Separation (Tom glazing is riot required for installations outside of wind zone 4 and eassenhal facilities
<br />Impact Resistance:
<br />Large impact Reltastance has been demonstrated as evidenced In previously kated test Haporlis
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<br />accounted for in the engineering design of this product
<br />Mnd Load Resistance
<br />This product has been designed to resist vould loads as indicated in the span schedule(%) on the
<br />respective Product Eyaluation Document (I e erignotionfrog drafting).
<br />Installation
<br />This product shall be installed on strowl Compliance with its iesporclive Product Evaluation Document D a
<br />engineering dieworig) along with all components noted thonoolin
<br />Product compoilentis Shall be of The material specified In that product a respective Product Evaluation
<br />Document O a engineering drawing)
<br />Limitations III Conditions of Use:
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<br />Use of that Product shall be in Brict accordance with ill* respectnow Product Evaluation Docu
<br />engineering drawing) as noted hereon
<br />All supporting hosil structures shall be designed to resist all superimposed hDads and shall be of a material
<br />hied in this product's respective anchor schedule. Host structure Conditions which are riot accounted for
<br />in this
<br />professional engineer
<br />product's respective anchor schedule shall be designed for on No oute-spercifiC basis by a registered
<br />All components whIch are perniariently installed shall tic Protected agailonst corrosion. conlemination, and
<br />other such damage at all times
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone JHVHZ)
<br />Re%peciffilly,
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<br />Frank Benrairdo. PL.
<br />ENGINEERING ExPRESS"
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<br />1. INSTALLATION ARE ONLY VALID FOR MO A DESIGN
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<br />2. FOR NEW WOOD FRAME CONSTRUCTION WOOD
<br />MEMBERS TO BE SOUIHERN PINE No 2, W1 SPECIFIC
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<br />. . FLORIDA BUILDING CODE (No. High Votlac:ty HIL,ripare, Zone
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<br />ALL AMERICAN SHUTTERS AND GLAS
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<br />III
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<br />�TTVIE DESIGN LOADS
<br />"PANEL FASTENERS ARE STUDS lF,,W IN
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<br />� TRACK. STUDDED ANGLE, ETC,j
<br />USE 6 25
<br />. PAL EL FASIENI, SPACING TABLE VALVE$ FC.,
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<br />DESIGN PRESSURES:
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<br />As NOTED IN DEST N
<br />SCHEDULES
<br />DESIGN NOTES: I I
<br />. V
<br />1. .7
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<br />FOSITIVE AND NEGATTLE DES113N PRESSURES CAUCU% ED
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<br />L609 OF THE PLOPUDA HVILDT CODE SHALL BE LESS THAN
<br />I �
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<br />COR E2UAL TO THE POSITIVE NEGATIVE DESIGN
<br />P a URE CAPACII, V40 UES LISrED HeIkEIN FOR AN,
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<br />I THIS '1EW1EF1.1'AT'E0Rj1_1 MIN DESIGNED AND SHALL 11 FAEFLICATIO IN
<br />11-D
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<br />IREVINEYE1 EDITION P U5 Mo OUTSICIFOP THE Al"z OFF
<br />, EE
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<br />1�0
<br />fOAD
<br />FAS 201, 202 MO 03 TjSr PTIOYOINSIDE
<br />COLS. CONTRACTOR UAL L INVESTIGATE
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<br />APPLY, A Yo I rothly 'It!
<br />0111"M M DO" 3,4Wc H,kL,T
<br />AN
<br />uIll
<br />AMETIJETIM XIC eNGIMESAOIC,
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<br />Z' S ' "' Tj
<br />"TH12ARCHIM011INGINEEIR
<br />�
<br />.1 111.111 ICK THE PNOIEC
<br />(D
<br />SUPERSTRUCTURE WITH WHICH THIS DESIGN 19 USED SHALL BE RESPONSIBLE
<br />FOR THE INTEGRITY 0; ALL SUPPORTING 90 RFACES TO THIS DESIGN WHICH
<br />0
<br />';
<br />C
<br />rALLBE OCROINATIED BY Th� PER M17TING CCINTRA( TOP.
<br />SeNAVAT ��SPI!CIPJL SEALED C.AINETRI.G SHAU, . 1. Ill
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<br />DEVIATE PROM AADElorlef"LECTIONINTOR SPANS comrAv ED
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<br />'ERVATO,
<br />.CONTACT ELEE A lis A�
<br />Be TERM PAN
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<br />MAY [ qVUSIAMrD
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<br />2 �FEBS LE 0 r
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<br />9 I �
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<br />PORAS FIC SITE _ MR El
<br />INFORMATION no Te CONDITIONS DIFFERENT EACH
<br />I HE CC NDITIONS DIETAILBO, EIN ALICINSEDENCINMERORIVIC115111RED
<br />Al ii IN
<br />' I
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<br />ill
<br />AKH111ILISEVULPREPARIE 5 r
<br />CHIC DOCUMENTS 00 USE
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<br />6, DF51 IN PRESSURES NOTED HEREIN ARE BASED ON MooXIMUM TESTED
<br />5 61
<br />1 1
<br />3i
<br />PRESSURES, DIVIDED OF A 1.5 SAFETY FACTOR.
<br />7. EAU. FAG ARPM
<br />SH L.'le OIL IOA ADE3 LISENCYIED
<br />OTH RIVISE, CAD IUM P
<br />CORROSION -%SISTANT MATERIAL AND SHALL COMPLY WITH "SP' CIFICATION
<br />1
<br />FOR N.VMINU STRUCTUAW SECTION I 3 By THE ALUMINUM ASSOCIATION,
<br />LAIr
<br />D 0, OTH��
<br />Erg, TER.611',ro, at A� RWIEr y i -
<br />, i Ill
<br />IN . S ANY APPLICABLE FEDERAL. STATE, ANDIOR LOCAL CC � M � t
<br />jC Au. STCENH PAN PUIL SHALL Ile 14GA STEEL 1�0.024' DES 5 i
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<br />ANCHOR NOTES:
<br />'FITIFIED HEREIN, BUT ONLY PROVIDES
<br />�AXJ ANCHOR SCHEDULIF APPLIES TO ALL PRODUCTS 0-
<br />MUM AL.LOWABLE ANCHOR SPACING MAXIMUM ALLOWABLE SPANS AND PRES51i RES INDICATED
<br />PSPAN SCHEDULE SHALL APPLY
<br />ENTER ANCHOR SCHEDULE FLASIEr ON PANEL FASTENER SPACING THE EXISTING STRUCTURE
<br />MATERIAt. & ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTONEGAtIVE DESIGN
<br />kAOON SHUTTER ANDSELECTSPAN GIREATERTHAN OR EQUAL TOSHLITTERSPARLSkUPLI
<br />, WK)UNTING OONDFrEON (SEE MOUNTING DETAILS 014
<br />CONNECTION T`VPE EASED ON APPROPPLIArr
<br />3 PAL T E ' RE DS USED N Fill 0 ALL MOUNTING EMUSIOW
<br />( F, - TRACK, STUDDED ANGLE ETC I USE 6 25'O C PANEL FATrENERSPAONG TABLE VALUES FOR
<br />ALL "11" -AND 'U',HEAVERS (114C.LUDING BUILDOU7 CONDITIONS)
<br />4 ANCHrMq SIIA[ L 13E INSTALLED IN FOCORDANCE WITH MANUFAI-TURERS'kECOMMENDATID#�E.
<br />-OMMM SHALL BE A. NOTED IN ANCHOR SCHEDULE,
<br />5 HOLLOW LOCK HOST.STRUCIURE SHALL CONFORM TO A,5TM C90 BLOCK
<br />6� MINTIMUMIEN,
<br />7 MINIMUM EMBEOMMT AND EDGE OUSIANCE EXCLUDIF5 STUCCO, FORM. BRICK,VAND OTHER WALL
<br />-
<br />FINISHES WALL FINISHES SHALL BE LIMITED TO i/4" MW OP. SHALL ME VERIFIED 5 OTHFFM10
<br />ADEQUATELY IIIANSFIER LOAM TO HOST STRUCTURE
<br />8. CONCREIE ANCHORSNOIEDHEIR1111 SEVI-LBE EMBEDDED TOUN-CRALCIKIDOONCRETTE ONLY
<br />9, WHERE EY1577NCSTXULTURE IS WOOD FRAMING, EVISTING CONDITIONS MAY VARY FIELD
<br />VEKIFY TMAT FASTENERS ARE INTOADEQVATE WOOD FRAMING MEMBERS, NOT PI.YWOOD. FASTENING
<br />- -
<br />TO WHERE ANt"IHOILLS, FAL TEN TO NARROW FACE OF $JUD FRAMING, FA.�IENIEFL SHALL BE LOCATED IN
<br />NOODIS ACCEPTABLE ONLY FOR SIDECLOSUKEPIKIM1.
<br />I 5
<br />EILT
<br />E EFIL OF NOMINAL 2� K 4- (MIN i WOOD STUD (4- EDGE DISTANCE 15 ACCEMABLE FOR Woof)
<br />FILAMINGL WOW STUD SHALL BE -SOUTHERN PITIE_ G_OLI�5 OR GREATER DENSITY. LAC SMEW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEY HEAD,
<br />I
<br />,.I REMOVABLE NICHORSARE OFWALT VANELMATE, Al-L-POINTS SCIUD-SET &BRASS Bu5lithr
<br />ACRITNE SCREWS SHALL HAVE Ift!" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />,
<br />M
<br />ANCH A ANE1 A
<br />LI . MAY HAVE EITHER A PAN HV, TRUSS HEAD, CARL WAFER HEAD NDE*ALX SC-T) U N O
<br />MINIMUM ENSEDMENT AND EDGE DISI NrE EXCLUDES STUCCO OROTHEP WALL NIS
<br />JET HES
<br />I
<br />L 1. 'r D16IG NATE_- ANCHOR CONEITIONS WHICHATLE NOT ACCEPTABLE USES
<br />.11 DIRECT MOUNTING CONDITIC045
<br />Lb LINTAn iNTrERECTLATioN is Nor Peer,ETTEc. FEE. USE Fit THE ANCHOR 7CHFOULC� 1_15TED ON
<br />THISSHEET
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