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<br />ALUMiNUN y,^� LAST FANEl.t„y Tit BE INSTALLED AT EACH O✓ENINC SHALT. ALWAYS Bfr12 a E O O I a A n o o C .-- r ( PROv,OED w REAR' 4sATd E Ta t'RCYLt1'A7'E Ihl57A4:fAT4Ota In INtr_'NOE'.J/ DL �TO BE INSTALLED FkOM INSipE Of aTiiUC?iiRE'.
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<br />PANE!, 1 1 (INTERIOR PANEL) (INTERIOR PANEL) i (INTERIOR PANE;,. f i (Flip PANCIJ i MAX. ..ON515TING OF PArdE1. +Cant. TRACKS TOP 6 50',TOM.
<br />SEE NOTES 2, 31 4 SET NOTES 21 5: 4
<br />ff ( ± 1 { , (2) 'END PANELS SHALL. ALWAYS BE CONFICCiE0 TO BOTTOM TRACK
<br />f , i. OTHERWLSE A STOP �,j4' Stt?i.l BE 1<F1�5Vf0ED .AT TOP Of' SUCH
<br />AN,LI, Cnr PANELS.
<br />40-0 A:aJ
<br />(3) IF END PANELS ARE CONNECTED TO OOROM TRACT, CONNECr10N
<br />i .I, t '�. SHALL CONSIST OF 1/e"o-20A514" M.S. W/ 7/B'0.3/37" WING
<br />OCL*ED PMIELS W/ 1/--20.1' ' NUT OR 1/4'8s3/i` M'in. THUMBSCREW tN'TO TAPPED BOTTOM
<br />I'S S. BOLTS w a EA, rYVERLtF TRACK. LOCAr*N OF FASTENERS MAY BE AT EITHER OF ':WO
<br />ll I EXTERIOR I I I i c SECTORS A$ a ,%ABtf FLAT � I � i5_E 'lA vVJGES OF END PANEL.
<br />J.) .).- I I I t �_� �. .I i ,., .� :._.� I ' . �. L j -.� °.. ) SOIL
<br />4) IN CASE THAT END
<br />. -. , or _ PANELS ARE NOT CONNECTED TO BOTTOM
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<br />FIE1' wn.-. f INSTALLATIONS ONLY VALID FOR WIND
<br />`T- A NOTE SPEED UP TO i70 R:.P.rr.
<br />ANCHORS
<br />... -(SEE SECTION Ell & ALTERNATIVE" E21W ON SHEET is)- - - ----
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<br />IYPICAL 1 i �^ Y ®g s SS P ) SYSTEM (ti
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<br />SECTION A -A TS}TtittlV .
<br />SCALE' 3,/32--l' +rv'V TG .7iCCiNFRJjrIp^AI N",,1,
<br />EN "• ;'?! fr.. FLORIDA BUILDING CODE Non High Velocity Hurricane ZDne)
<br />' O. 44167 '•sxzo rF.mu 24 GAGE GALVANIZED SIEEL STORM PANEL
<br />--'-�-S7ATE0 �/ tif� 1! f. �i rocGLOBAL PROTECTION PRODUCTS? , LLC.Ttt;.1T _-,s`a.FAmI A:,_� "i°� PI.aNL: taa+ia45-»+5. rA'c tsa;gey_arsT 29-175
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<br />ENGI.tN'EE lf\JI:G
<br />ENt3INEERING EXPRESS
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />t catlon Nun r. _.
<br />ti d2e
<br />APP
<br />T80S,1 R2
<br />Project Number, 031 43
<br />EX ) d 2 5
<br />Product Manufacturer, AN American Shutters and Glass
<br />Manufacturer Address1540 Donna Road
<br />West Palm Beach, FL 3UO9
<br />Product Name 6 Description: 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being issued in a=rdance With the requirements of the Florida
<br />Department of Business and Professional Regulation (FWdda Building Commission) Rule Chapter
<br />SIG20.3.D05, F.A.C„ forstatewide acceptance perMethod 1(d). The product noted above has been
<br />tasted anditoreveluafed as summarized 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 />fie-evalustion of this product Mall be required following portinent Florida Building Code modifications or
<br />revisions.
<br />Substantiating Data.
<br />A PROD ICTEVALUATfON DOCUMENTS
<br />EX drawing #2031543 titied'24ge Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)', Sheets 1-5.
<br />prepared try Engineering Express, signed & sealed by Frank Bernardo, P.E. a an integral part of this
<br />Evatuatfon Report
<br />TEST REPORTS
<br />Uniform static structural performance has been tested in accordance with TAS 207 test standards per test
<br />report(s) 4`BT-Asa-17-001 by Slac'kwater Testing, Inc.
<br />Large missile impact resistance and cyclic loading performance has been tested In accordance with TAS
<br />201 and TAS 203 test standards per lost reports) T-ASG 17-001 by Blackwatet Testing. Inc.
<br />a STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparative andrar rational analysis to qualify the following design criteria:
<br />I_ Maximum Allowable Spans
<br />2. Minimum Allowable Spans
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 1211 AVENUE SUITE 106, DEE RFIELO BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM@ E NGLNEERTNG Ex P RESs. Cam
<br />ENGYNEERIN.GEXPRESS.COM
<br />Page 2 of 2
<br />All American Shutters and Glass - 24ga Galvanized Steel Stornl Panels
<br />No 334E 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 essenflal facilities.
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced in previously listed lost ra orts . and is
<br />accounted for In the engineering design of this product,
<br />Wind toad Resistance
<br />This
<br />product has been designed to insist wind loads as indicated in the spah schedula(s) on the
<br />respective Product Evaluation Document (le, engineering drawing).
<br />Installat for
<br />This product ;shall be Installed in strict compliance with Its respective Product Evaluefirin Document ife.
<br />engineering drawing), along with all components noted therein.
<br />Product components shall be of the material specified in that product's respective Product Evaluation
<br />Document (i.e. engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product #a in sInd accordance with tire respective Product Evaluation Document Leer
<br />engineering drawing) as noted herein.
<br />All supporting host structures shall be designed to rosast all superimposed loads and shall be of a material
<br />%lad in this product's respective anchor schedule. Host structure conditions which are not accounted for
<br />in this pradud's respective anchor schedule shall be designed for on a site -specific basis by a registered
<br />professional engineer.
<br />All components which are permanently installed shall be protected against corrosion contamination. and
<br />W Ii tiY P 9
<br />other such damage at SO times.
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HUI
<br />Respeclfi lly,
<br />Frank Bennarda, PE
<br />ENGINEERING EXPRESSK
<br />#PF004654i) I Cent Audi 9885
<br />160 SW 121" AVENU-c. .SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />('954) 354-0660 1(866) 396-9999
<br />TEAM@ENGmEERLNGE%PREsS..COIN
<br />ENGINEEALNGEXPil E5S,COM
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<br />INTQ POURED CONCRETE,WQOD STRUCTURES
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<br />MIN. PANEL LENOTk Z i 0. 441 A.. - 2tk'i». INC, 24 BASE GALVANIZED STEEL STORM PANEL r.F.
<br />VALID FOR MAX. A.S.D. DESIGN SHALL BE 2'-8" 1E• cPASM aY.
<br />i INSTALLATION ARE ONLY ..Ms
<br />PRUSURE RATING +/- 40.0 p.s+. AND 6'-O" MAX Y�
<br />STATE 0 i ire p� GLOBAL PROTECTION PRODUCTS, LLC.
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<br />Z SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY
<br />i INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEST HIGHER
<br />LOAD
<br />3 FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACAFFES iN ASTM WIND MINES I THROUGH 3, THE GLOSS SEPARATION
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<br />16. ALTERATIONS, AO➢TTIDJLS. DR OlMBR MAFKTRG TO THIS D UMENT
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<br />ANCHOR NOTES:
<br />1, ANCHOR SCHEDULE APPLIES TO PR-ODUCTS CERTIFIED HEREIN,'BUT ONLY PROVIDES ES
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<br />91 CONCRETE ANCHORS NOTE HEREIN SHALL BE EMBEDDED i0UN-CRACFCONCRE
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