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<br />ENGINEERING EXPRESS'*
<br />PRODUCT EVALUATION REPORT
<br />September 15 2020
<br />Application Number 17869 1 - R2
<br />EX Projed NunnhirH 20-31 SA3
<br />Product Manufacturer All Annatican Shintoist and Glass
<br />Manufacturer Additess 1540 Donna Road
<br />West Palm Beach FL 33409
<br />Product Name & Description 24ga Galvanized Steel Starm Panews
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being issued in accordance with fit@ requirements of the Flotide
<br />Department of Busuress and Professional RoguinGon (Floncla Buinng Corrilowssion) Rule Chapter
<br />61 G20-3 005 IF A C . for staiewnie acceptance per Method Hot) The product noted above has Dean
<br />tested and/or evalualled as summarized herein to show complance With The Florida Building Code
<br />Seventh Edition (2020) and is. for the purpose intended, at least equivalent to that required by the Code
<br />Re-evatualtion of this product shall be required following pertinent Florida Building Code mockhrations or
<br />testsurns.
<br />Substantiating Data:
<br />" PRODUCT EVALUATION DOCUMENTS
<br />EX drawing 020 31543 tift-d'241ja Galvanized Steel Stotm Panels HVHZ & N�HVIIZ)'. sheets 1-5
<br />prepared brif Engeteeting Express signed & sealed by Frank Benniedo P E is an Integral part of this
<br />Evaluation Report
<br />Unf:HTTEST REPORT
<br />static struchual performance has been tested in accordance with TAS 202 test standards nor test
<br />(oportis) PEIT-ASG 17-001 by Blackwaltu Testing Inc
<br />Large missile impact resistance and cyclic loading performance has been tested in occordanco. With TAS
<br />201 and TAS 203 lost standards par test ieporlis) 41BT-ASG 17 001 by Blackworrei Testing Inc
<br />A STRUCTURAL ENOINEFIIIING CALCULATIONS
<br />S,,UChuR I engineering calculations have been prepared which evaluate the product based oil
<br />comparative andlof tational analysis to qtjaNfV the following design crileno
<br />I Maximum Allowable Spans
<br />2 Minimum Allowable Spans
<br />3 Minimum Glass Separation
<br />4 Anchor Spacing
<br />160 SW 12"' Autiluf SUITE 106, DEERFIELD BEACH, FLOPITIA 3i442
<br />(954 I 354-0660 1 (866) 396 9991)
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<br />All American ShUft" and Ulass - 24ga Gil � amied Cte,el Stotin Pancls
<br />No 33% increase in allowable stress has been used in the design of this pioduct
<br />Separation from glazing Is nor required tow installations outside of wind zone 4 and essential facilities
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced In ptevlou* listed lost report(s). and Is
<br />accounted for in the engineering design (if in& product
<br />Wind Load Resistance
<br />This product has been designed to resist wind toads as indicated Ili the span schedule(s) on the
<br />respective P I oduct Evaluation Document (I & engineering drawing)
<br />Installation
<br />This product shall be installed in strict complifinco with Its tespeculle Product Evaluation Document It a
<br />engineering duriving) ailing with all components noted therein
<br />Product components shall be of the material specified in trial product s re,%pocrive Product Evaluation
<br />Document (I a engthoeting drawing)
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in Sir" accordance with the respective Product Evoluallon Document (I a
<br />engineering drawing) as noted herein
<br />All supporting host structures shall be designed to pervast ail superimposed foods end shall be of a material
<br />listed in this product J; tespecinve anchor schedule. Host structure conditions which are not accounted tot
<br />In this product 5 I wispeclive anchor schowltife, shall be designed for on a silespecific basis by a registered
<br />professional engineer
<br />ALI components which are parmanently installed shall be protected against corrosion. contlirrivination and
<br />other such damage at all times
<br />This product has been designed lot use within and outside file High Velocity Hurricane Zone (HVHZ)
<br />Respcollulh.,
<br />Hank Bellmirdo. PE
<br />ENGINEERING ExPRESS"
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<br />1 60 SW 1 2 ' ' AVENUE SUITE 106, ClEtAFIELD BEAL", fLoPjoA 33442
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<br />ANCHOR NOTES:
<br />I ,,NCHCR &CHEMLE APPLIES TOALL PRODUC7TS rERTI1tLD HEREIN, BUT ONLY PROVInt's
<br />MAX IMUM ALLOWABLE ANCHOR SPACING MAXIMUM ALLOWABLIE SPAN5 AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY
<br />Z ENTER ANDIOR SCHEDULE BASED ON PANEL FASTENER SPAC ING, THE F. K15TINC STRUCTURE
<br />MATERIAL,& ANCHOR TYPE SELECT OBIGN LOAD rREATER TT-iAN M EQUALTO NMATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUT -TER SPAN $11KI
<br />CONNECTION TYPE BASED ON APPROPULLATE MOUNTINI� tY)NEIIt(jN (9EF MOUNTING DIFTIAILSON
<br />S
<br />I 'PAWL rksTENERSl ARE STUDS USED IN CONItJNr7ICwN WITH ALI. MOUNTING EMUSIONS
<br />I r-TAACX. STUDDED AW�I,E ETC) USE 6 25'0 C PANEL FASTENER IPACNG TABLE VALUES FOR
<br />ALLI-l'- AND 'U'-FIFAMRS (INCLUDING BUILDOIJI CONDITIONS)
<br />4 ANCHORS SHALL Its INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS
<br />5 HOLLOW LOCH HOST STRU,71VRE SHALL CONFORM 10 ASTM C90 BLOCk ,
<br />6 M E`Lr
<br />"MUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHFDIJILE�
<br />I MINIMUM EMBEDMENT AND IFIDGE DISTANCE EXCLUDES STUCCO. FORM, BRI01, AND OTHER WALL
<br />FIT MIS HE 5 VVAIL FIN I Sh CS SHALL BE LIMIT ED TO 1/4' MAY OP SHALL OF VERIFIED By OTHERS 70
<br />ADEQUATELY TPANSPEIR LOADs To HOST STRUCTURE
<br />it, CONCRETE ANO fORS NO ED HEREIN SHALL BE EMBEDDED TO UN-CTLACKED OLINCRETF ONLY
<br />9 WHERE EYIS TING STRUCTURE LS WOOD FRAMING, EVISTING CONDITIONS MAY VARY FIELD
<br />VERIFY THAT FAST ENERS ARE INIOADEQUATE WOOD FRAMING MINIFERS, NOT PLYWOOD FASTENING
<br />TOPLYWOC)DI� ACrf9RTABLE ONLY FOR SIDE CLOsUREPtECES.
<br />10 WHERE ANCHORS PAST eN TO NARROW FACE Of 57 UD FRAMING, FASTEMER SMALL BE LCYLAITED IN
<br />CENTEROF NOMINAL 2" A 4' IMIN )1VOOD STUD I/," CDCE DISTANCE ISACCEPTABLE FOR WOO(,
<br />FRAMING). WOOD STUD "Ll. BE '$CLIT HERN PINE'G-0 S5 OR GREA7EP! DENSITY LAG$CEW
<br />SHALL IvAVF PHILLIPS PAN HFAD OR HEX HEAD,
<br />It REMOVABLE ANCHORS ARE DEWALT PANE LMATE, ALI -PCffNF5 SCUD -SET &BRASS BUSHING
<br />tj MACHINE 9-REWS SHALL HAVE 1171" MINIMUM ENGAGtMENr OF THREADS INTO THE BASE
<br />ANCTFICIP ANO MAY HAVE EITHEP A PAN HEAD, TRW;S HEAD, OR WAFER HEAD (SIDEWALk BOLT) U N 0
<br />1�'j
<br />11 MINIMIUMFIABEDMENTANDEECEDI" NCEERCLIJDF,S';Tl)(COOROTHEPWAU.FINI�,HES
<br />11 e" DESIGNATES ANCHOR ODNDIfIONS WHICH ARE NOT ACCEPTABLE USES
<br />IS T DIREC , MOUNTING CONDITICINS.
<br />I 6 tj NEAR INTERPOLATION is 'WIT TIER14M EU F(V USE WITH THE ANLHOR 3---HfC1LIIE% USTED ON
<br />THIS SHEET
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