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<br />o,44167 24 GAOJ£' GALVANIZED MEL STORY PANEL, , sY
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<br />`'•. "' _._ GLOBAL PROTECTION PRODUCTS, LLC,
<br />STATE 0� �r an r
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<br />F04GI RIEERING EXPRESS*
<br />Sepltoviber 18 2C120
<br />Application Number: 17M2,11 - R2
<br />EX Project Number 2D-3154$
<br />Product Manufacturer' All American Shutters and Glass
<br />Manufacturer Address, 1540 Donna Road
<br />West Palm Beach, FL 33409
<br />Product Name A Destilpten 2490 Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation.
<br />INS ProductEvahiiauen Report is being issued in accordance wdh the requirements offile Fianna
<br />Department of Business and Professional RegulationBuilding Commisstn Rule Chaplet
<br />patirna ag (Florida{ u tdtng n} pt
<br />61 G2G-3.005, FAC , forstatewide acceptance per Method I{ih- The product noted above has been
<br />tested andfor evaluated as summarize[( herein to show compliance 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'evalualkin of this product shall be required following partm arkFlorida Suttdtng Cade modifications at
<br />revislons"
<br />Substantiating Data.
<br />W t3UCT€VALUA N GG E S
<br />Pftp Tf0 Dti M NT
<br />Err drawing #20 31543 ttt(ed 24ga Galvanized Steel Storm Panels (HV HZ 8 Non-HVHZ)', Sheers 3-5,
<br />prepared by Engirleer,ng Express, signed $sealed: by Frank Bennardo, PIE, is an integral part of this
<br />Evelvadary Report
<br />. 7EST ggpoRTS
<br />tlrr'dorm stand sUvctt,{atperforrnanoa has been tastso m accordance wilt! TAS 202 test standards pet test
<br />rerwrt(s)#BT-ASG-17-001 4yStackvAerresbng, lnc,
<br />Large missile impact resistance and Cyclic loading performance has boon tested In accordance with TAS
<br />201 and TAS 203 test standards per test report(s) #BT-ASG-17--001 by Blackwater Testing, Ina,
<br />s STRUCT RALENOttiEEIIJNGC,ALCULATloas
<br />Structural engineering calculations have been prepared which evaluate The product based an
<br />comparative endfor Taboret analysts to qualify the fallowing design criteria:
<br />I, Maximum Allowabfe Spans
<br />2. MlntmumAilowskleSpatrs
<br />3. Minimum Glass Separation
<br />C Anchor Spacing
<br />160 SW 121" AVERve SUITE 10C, DEERFIELD BEACH, FLORIDA 3344.2
<br />(9541 354-0660 1($66) 396-9999
<br />TEANd.,Ii EnGINS£RING:E%PRess.Com
<br />ENGel NIERINGEXPRESS,CaWt
<br />Papa 2 of 2
<br />All American Shtit¢tiro and Glass _+�a �sanizBaS eStLrn pa
<br />nels
<br />No 33% Increase In sttawabla stress has been used: in the design of this protlucL
<br />Separation from glaxiltg 3s not required for installations Outside of W!nd Zone 4 and essential facilities,
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced to previously fisted lest iaport{si, and is
<br />accounted foz In the engineering destgln afthis product.
<br />Wind Load Resistance
<br />This product has been designed to resist wind toads as indicated in thespansr hadule{s). on the
<br />roapoctive Product Evaluation Document (e engroeelimp drawing).
<br />Installation
<br />This product: shall be installed in Strict compliance with Its respective Product Evaluation Document tt,e
<br />engineering dravnngl. along watt all epmponents noted theratn,
<br />Product components shaft be of the material specified to that product's respective Product Evaluation
<br />Document(i,e engineering drawing).
<br />Limitations A Conditions of Use:
<br />-
<br />Use of this product shall be in stubs accordance withwithlido respective Product Evaluation Document (f a
<br />engineering drawing) as noted herein,
<br />All supporting frost structures shall be designed to resist all superimposed toads and shall be of a melodist
<br />hsied in this product's respective anchor sehednle, Host structure Conditions which are not accounted for
<br />Ill this product's respective anchor schedule shalt be designed for on a site -specific basis by a registered
<br />gerfessionai enotHiec
<br />AilComponents 'c ar anon installed shall be protected a ns can stop, c'rin3arninafion. and
<br />which e h o ar t o try P 9 F
<br />ether such damage at all threar
<br />This product hoe been designed far use within and outside the High Velocity Hurricane Zane (HVNZ);
<br />Respectfully,
<br />vY� ,
<br />Frank tienuardo, RE
<br />ENGINEERING EXPRESS"
<br />XPE004654ii I Cert AuFld 9885
<br />160 SAX 12"' AVENUE SUITE 106, DEERFIELn BEACH, FLORrnA 33442
<br />(954) 354 0660 1 (866) 396-9999
<br />TEAM 0 ENGINBE: RINSExNRESS. CON
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<br />SHAf.L BE 2'-6"
<br />PRESSURE RATING +f- 49.0 P•$,L AND 6'-0" MAX
<br />PANEL LENGTH.
<br />2, FOR NEW WOOD FRAME CONSTRUCTION' WOOD
<br />MEMBERS TO BE SOIEF FERN PINE No 2, W/ SPECIFIC
<br />DENSITY OF' 0,55 OR EQUAL
<br />-
<br />� ALL AMERICAN ISHUT'ERS AND GLAS a
<br />STEEL STORM PANELS - '
<br />�4 a -GALVANIZED EE Tt� M PANE (H�iHZ & hIGtN H11H �
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<br />PANELS MAY a1ELtIErCHEO AS REQUIRED COPTtONALJ,$-20STITGH
<br />aR^OVtDEO THATOONNECTIONS AND BOLTS WITH WASHERE➢
<br />ANCHORS ARE USED WHICH SATISFY , VANGNUT5 FASTENED'@
<br />st1ANs .BOVE&EELtRV f3B3TRllC'ftQN,. OVEAL.AP5 El"rPAN'L4
<br />4`18, 11141 "'IN:I ABL
<br />VERTICAL MOUNT ELEVATION
<br />NOTCHED PANELS
<br />NJS, ELEVATION
<br />J141'. HEX NEAs TEIK
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<br />DESIGN PRESSURES
<br />AS NOTED 3 N IDEsh3N
<br />DESIGN NOTES: s'HWULES
<br />POSITIVE AND NEGATIVE DESIGN PRESSURESC.ALCULATED
<br />FOR,USE WITH THIS SYSTEM SHALL BE DETERMINED. PER
<br />SEPARATE Et16 IN EFUNO IN ACCORDANCE WFfH THE
<br />GOVERNING COD, PRESSURE REOUSR€MENTS AS
<br />DETERMINED IN AAAGGORDANCE WI H ASCE 7 AND CHAPTER
<br />1609 OF THE FLORIDA BUILDING CODE SHALL RE LESSTHAN
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<br />ASSC. SLY AS SHOWN
<br />GENERAL NOTES:
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<br />15 CERTIFICATION
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<br />HOLLOW B=1111ST TR fTUR HALL N M SCHEDULE,
<br />6 M1PnMUM EhrB MENT SHALL 6E AS NOTED IN ANCHOR SCHEDULE E4 H CH
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<br />N W LL I ALL E t TO 1 AY OP.5H LL E htE S FED OTH : O H SSNE A HN 5HE5 SH a LIM -fEL 4 M A a RF BY ERST
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<br />IL REMOVABLE ANCHORS ARE: DEWALT PAN.ELMATE, ALL -POINTS SOUD-SEF & BRASS BUSHING.
<br />E ND,THREADS NEW TH
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<br />15- DIRECT MOUNTING CONDITIONS R i M4
<br />Lfi- LINEAR I E INTERPOLATION L5 NOT TED F RUSE WITH HE ANCHOR o'HED LESL75 - 914
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