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<br />STATED i ' _"- ""._ J +i11, 1EC0INC \j GLOBAL PROTECTION PRODUCTS, LLC. „TE.
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<br />EiJ11011INEERINC3 EXPRESS*
<br />PRC}DUCT EVALUATION REPORT
<br />September 15.2020
<br />Application Number- 1 9: -
<br />ppl r rnbB R2
<br />7-3 .i
<br />F_k PraJectNumber, ZO.31543
<br />Product Manufacturer. All American Shutters and Glass
<br />Manufacturer Address: 1540 Donna Road
<br />West Palm Beach, FL33409
<br />Product Name & Description: 249a Galvanized Steel Storm Panels
<br />Large Missile impact Resistant
<br />Scope of Evaluation,
<br />This Product Evaluation Report is being issued in accordance with the requirements at the Florida
<br />De Lrtment of Business and Professional Regulation(Florida Burkfn Commission) Rule Chapter
<br />ter
<br />61G-3.005, F.A.C., Tor statewide acceptance per Matilad lid). The product noted above has been
<br />tested and/or evaluated as summarized herein to show compliance with the Florida Binding Code
<br />Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code
<br />Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or
<br />revlslons,
<br />Substantiating Data,
<br />• PRODUCTDOCUMENTS€VALUATION
<br />FX drawing #20 31543Ittled'24ga Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)", sheets 1-5,
<br />prepared by Engineering Express, signed & sealed by Frank Bernardo. P E is-anirrtegral part of this
<br />Evaluation Report.
<br />. TEST REPORTS
<br />Uniform static structural performance has been tested in accordance with TAB 202 test standards pet test
<br />T -A G- 7Inc.
<br />a rt s diBT S 1 QOt b 8lackwatar Testing, Inc.
<br />() g,
<br />po y
<br />Large missile impact resistance and cyclic loading performance has been tested In accordance with TAS
<br />2D1 and TAS 203 test standards t re s T- S -17-00 I 'per test ports )�78 A G 1 by B ackwater Testing. Inc.
<br />STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering ralculations have been prepared which evaluate the product based on
<br />comparative and/or rational analysis to qualify the following design criteria.
<br />T. Maximum Allowable Spans
<br />2 Mintinum'Allowable Spam
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 12'11 AVeNuB SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354.06601 (866) 396-9999
<br />TEAM @ E NGLNEER]NGEXPRESS. CaM
<br />ENGTNEERINGEAPRESS,COM
<br />toENGINEERING
<br />I . , Page 2 or 2
<br />All ,American Shutters and Glass - 24ga Galvanized Steel Stunn Panels
<br />No 33% increase In allowable stress has been Used In the design of this product.
<br />Separation from glazing is not required for installations outside of wind zone 4 and essential facilities,
<br />Impact Resistance.
<br />Large Impact Resistance has been demonstrated as evidenced in previously listed lost recants), and is
<br />accounted for In the engineering design of this product.
<br />Wind toad Resistance
<br />This product has been designed to resist Wind loads as indicated in the span schadute(s) on the
<br />respective Product Evaluation Document fi,e. engineering drawing).
<br />installation
<br />This product shall be installed in strictcompliance with its respective Product Evaluation -Document fie
<br />engineering drawing), along with all components noted therein.
<br />Product components shaitbe of the materials specified in product's respective Product Evaluation
<br />that
<br />p pe p pB
<br />Document (i.e. engineering drawing),
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in strict accordance with the respective Product Evaluation Document (Le
<br />engineering drawing) as noted herein
<br />All Supporting host Structures shall be designed to resist all superimposed loads and shall be of a material
<br />listed in this product's respective anchor schedule, Host structure conditions which ate not accounted for
<br />in this product's respective anchor schedule shah be designed for on a site -specific basics by a registered
<br />professional engineer
<br />AII components nents which are �menenl7Y instailed shall be corrosion, mson..0ontam'man'on and
<br />other such damage at all dr ses.
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully.
<br />-.,..4---_.
<br />" ', ",,eT'i�Y3,ONAF,
<br />Frank Bernardo, PE
<br />ENGINEERING EXPRESO
<br />#PF0046549 I C'ert Auth 988_4
<br />160 SW 1.21" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396,9999
<br />TEAM 0ENGINIEtRINGEXPRFSS.COM
<br />ENGTNEeATNGEXPa6SS,COM
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<br />3. LINEAR INTERPOLATION BETWEEN LOADS t5
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<br />I
<br />1 ENTER SPAN SCTEDULE WITH 7- V DESIGN LOATO DETERMINE RMIN-
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<br />INSTALLATIONS 7 DE OF THE HVHZ AND OUTSIDE FS NTIAL
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<br />109ITiVE AND NE6ATIVf DESIGN PRESSURES CALCU LATEO
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<br />2 NO,3311TAINCREAGE'IN' ALLOWABLESTRESS HAS BEEN USEDIN THE
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<br />''�
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<br />in
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<br />HEREIN. CONTACT -OHS ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS
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<br />12 CONCRETE ANCHORSNO77EI Heller S ALLeE EMe- SO TO
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<br />ANCHOR NOTES:
<br />ANCHOR SCHEDULE PLIF!
<br />MAXIMUM ALLOWA6 LE ANCHOR S
<br />Z SPAN SCHEDULESHALLAPPLY
<br />Z ENTEiLANCHCM SCHELIIILE:
<br />MATERIAL, a ANCHOR TYPE, SEL
<br />LOA ON SHUTTER AND SELECT'_ D
<br />CONNECTION TYPE BASED ON AP
<br />SHEET 2FOR IDENTIFICATI ON OF
<br />3. "DANEL FASTENERS" ARE ST
<br />J PANEL E ASTENER5PACING T EE rSTINGSTRUC.TU F H X R
<br />-N LOAD GREATER THAN DR EQUAL TO NEGATIVE DE51GN
<br />ATER THAN ORE4.S TO SHUTTER SPANEIFCr
<br />E MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />T ION TYPE).
<br />D IN COW UNCMON WITH ALL MOUNTING EXTRUSIONS
<br />6 25 O.0 PANEL FAS(E ER.SPACING TABLE VALUES FOR
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<br />7CORDANCE WITH MANUFACTURERS' kECOMMENDATTON.S:...
<br />'ALL CONFORM TO AETM C90,DWCK
<br />VOTED IN ANCPIOR SCHEDULE.
<br />Bill NCE eXCLU DES 6TUCm, EDAM, BRICK, AND OTHER WALL:
<br />EO TD Lf4" MAk OR SHAYL'$E VE0.1FlED BY b7'HERS TO
<br />'SHALL BE EMBEDDED TO UN-CRACW,ED CONCRETE ONLY:.
<br />OD FRAMING, EXISTING CONDITIONS MAY VARY FIELD
<br />'ATE WOOD FRAMING MEMBERS WOOD FASTENING
<br />,NOT PLY ASTt3V
<br />IDE CLOSURE PIECE
<br />W FACE OF STUD FRAMING, FASTENER SHALL DE LOCATED tN
<br />STUD (}" EDGE DISTANCES ACCEPTABLE FOR WOOD
<br />TERN Pi "G=0 SSORGREATER DENSITY, LAG SCREW
<br />FAD,
<br />PANELAIATE ALL-POINSOLD-SETSOUD-SET 9 BR.ASS BUSHIN
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<br />MINIMUM NGAGEMENtOF THREADS INTO -THE BASE
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<br />;0, TRUSS HD, WAFER: HEAD (SIDEWU N ALLC BOLT) O_
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