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<br />TYPICALVA 1 FOR SERIES 2000- NG 5TORM P 1, SYSTEM fit}
<br />SCALE: 3/32"-1'
<br />S` a.6a7'(41N. DiII➢M !/*• uro GAP
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<br />SEK= T1ON A~`
<br />LAST PANEL(D TG BE INSTALLED AT EACH OPENING SILALL. ALWAYS 8E
<br />PROVIDED Wjj REAR HANDLE T� FACILITATE INSTALLATION 1F twENDELT
<br />70 8E INVU1.£D FROM INSIDE OF STRUCTURE
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<br />(1). W.Es1NrnCYN OP sFPlg,il+30: 2 HANG STORr.1 PANEL SYSTEM
<br />C SIS NG OF PANEL + Cbnh TRACKS TOP & BOTTOM,
<br />M, EN O PANELS SHALL Al.V7l5 BE CONNECTED TO ROITOM TRACK
<br />OT.HERWL4E A STOP BAN tt'9JJ SHALL BE •PRO11r1Ei} AT TOP OF SUCH
<br />PANELS,
<br />{s), IF END PANELS ARE C3NNECT"c0 TO BOTTOM TRACK" CONNECTION
<br />SHALI, CONSIST Of 1/4'0-204/4' M,S. W/ 7/$^pleal3Z" WING
<br />NUT OR 1/4'0.3/4" Min. NUMBSCREW INTO TAPPED BOTTOM
<br />TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FLAT FLANGES OF END PANEL
<br />(4)IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (im. A STOP EAR IS ONLY USED AT TOPj AT LEAST Iwo
<br />PANELS SHALL RE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3j ABOVE. IN SUCH CASE: CONNECTION OF
<br />PANELS TO BOTTOM TRACK t4AY OCCUR AT ANY PANEL LOCATION,.
<br />t INSTALLATIONS ONLY VALID FOR KIND
<br />SPEED UP TO 170 n.o.h,
<br />atENGINEERING
<br />Pine 2 of 2
<br />All American Shutters and Glass - 24ga Galvanized Steel Storm Panels s
<br />EF[[INEERIN3 EXPRESSO
<br />PRODUCT EVALUATi13N REPORT
<br />No 33°k increase in allowable stress has been used In the design of this product.
<br />Separation from glazing Is not required for Inslailations.oulside of wind zone 4 and essential laaftes.
<br />'September 15, 2020
<br />Impact Resistance:
<br />Application Number. 17869.1 -R2
<br />EX Protect Number. 20-31543
<br />Large Impact Resistance has been demonstrated as evidenced In previously Rated lostTeport(s), and is
<br />accounted for in the engineering design of this product.
<br />Product Manufacturer, Ali American Shutters and Glass
<br />MartufaOLurar Address- 1540 Donna Road
<br />Wind Load Resistance
<br />West Palm Beach. FL 33409
<br />This product has been designed to resist wind loads as indicated in the span schadulets)-on the
<br />respective Product Evaluation Document (r.e. engineering drawing),
<br />Product Name -& Description: 24ga Galvanized Steel Storm Panels
<br />Large Missile impact Resistant
<br />Installation
<br />This product shall be installed in Banat compliance with its respective Product Evaluation Document(I,o,
<br />enginearingdrawing) along With all components noted therein,
<br />Scope of Evaluation;
<br />product components shall be of the material specified In that product's respective Product Evaluation
<br />This Product Evaluation Report is being issued in accordance with the requirements of the Florida
<br />Document (i.e. engineering drawing).
<br />-n Professional Regulation Florida Building Commission Rule Cha er
<br />Depattmetd,ol Business and P ess eg ( ng ) pt
<br />6TG204.005, F.A.C, for statewide acceptance per Method I (tt). The product noted above has been
<br />limitations & Conditions of Use:
<br />tested andlarevalueted as summarized herein to show compliance with the Florida Buiidirig Code
<br />Sev,enth Edition (2020) and is, for the purpose intended, at hest equivalent to that required by the Code.
<br />e f ' u shall be strict accordance with arespectiveparoduct Evaluation Document I. -
<br />lh o this productin nd ce wl the P Gon ( e
<br />Pia -evaluation of this product shall be required following pertinent Florida Building Code modifications or
<br />engineering drawing) as noted herein
<br />revisions,
<br />All supporting host structuresshelfbe 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 are not accounted rot
<br />StlbsfaMltiai n Data:
<br />In this product's respective anchor schedule shall be designed for on a site-spedlic basis by a registered
<br />piofesslonat engineer.
<br />. PRODUCT EVALUATION: DOCUMENTS
<br />Ail components which are permanently installed shall be protected against corrosion, contadiinatibn, and
<br />.
<br />EX drawing #20.31643 titled "24ga Galvanized Steel Storm Panels (HVHZ b. Non-HVHZ)`,sheets 1-5,
<br />other such damage at all times,
<br />Prepafed fivEnglneering Express, signed & sealed by Frank Bennardo, P.E. Is an integral part of this
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ),
<br />Evaluation Report.
<br />. TESTREPORTS
<br />Restiectt^uily.
<br />Uollorm stafic structural performance has been tested in accordance with TAB 202 test standards par last
<br />report(s) #BT-ASG-17-001 by Blackwater Testing, Ina
<br />-
<br />Large missile impact resistance and cyclic. loading performance has been tested In accordance with TAS
<br />^. .
<br />101 and TAS203 test standards per lost report(s) #BT-ASG-17-001 by Blackwater Testing, Inc.
<br />STRUCTURAL. ENGINEERING CALCULATIONS
<br />-�
<br />Structural a insarin9 calculations have been prepared which evaluate theproduct based on
<br />% ..
<br />comparallveand/or ragerrelone" to_qualify the .foibwirg design coterie:
<br />1. Maximum Allowable Spans
<br />2. Minimum Allowable Spans
<br />PE
<br />f'NGI
<br />3. Minimum Glass Separation
<br />ERRINGl3enrorE
<br />ENGINEERING
<br />4. Anchor Spacing
<br />#PE0046549 J Cer1. Auth. 9885
<br />160 SW 121" AVENUE SUITE 106, DEERFIELO .BEACH{ FLORIDA 33442
<br />160 SW 12" AVENUB SUITE 106, DEEPI' ELD BEACH, FLORtOA 3344.2
<br />(954)354-066D 1 (866) 396-9999
<br />(954) 354-0660 1 (866) 396-9999
<br />TEA140E"OtNEEf1INGEXPRESS,COM
<br />TEAM@ ENGI NE ERIN GENPRE5S, CDM
<br />ENGINEFRINGEXPRES&,COM
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<br />SHEET NO.
<br />SH 1.5
<br />
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