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<br />I -;- -11 T-
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<br />ANCHORS
<br />On SECTION en ALTURNATW EzIW ON SKET 'in--1
<br />11*
<br />4W NOTE 21 4 1
<br />0,0 ALUMINUM Ax
<br />-.T-- POP RWI LAST PANEL(D TO BE INSTALLED AT EACH OPENINa $HALL ALWAYS BE
<br />ii
<br />1/2' t, PPOVA SW N
<br />= TkLREAR LF T0 FACILITATE INSTALLATION IF' INTE 00
<br />BE IN OF STRUCTURC
<br />To FI=
<br />AT I or
<br />Ic 1PANS, I
<br />-4X
<br />TORM PANEL SYS"
<br />Z G S'
<br />-T (INURIOR PANEQ 0 OR PANEL) (vinRIOR PANEL) 6 ISTING Or P�ANtLl Ct�t, RAC% TOP & OOTTOAL
<br />SEE NOTES 2, 3� SEE NOYES Z (2). D40 PANELS SHALL BE CONNECTED -to SOTTOM TRACK
<br />OTHERWISE A STOP HALL BE PROVIDED AT TOP Of SWH
<br />PANELS,
<br />+/-
<br />407 (3!L IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECtION
<br />iL
<br />SHALL CONSIST OF I/4'0-2Qx,3/+' MS. W/ 7/5-W/32- WING
<br />; AN., T14UMBSCREW INTO TUMID BOTTOM
<br />1 20.1 NUT OR =43/�4
<br />ow"I W TRACK. FASTENERS MAY BE AT EITHER OF TWO
<br />MISOR FIAT OF END
<br />Ism =TIONS AS*0tPAU9:)"P
<br />F-LANGES PAANFJ-
<br />1
<br />L- J LL --i or IN ME THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />- TRACK (i.e. A STOP OAR IS ONLY USED A' TOP) AT LEW TWO
<br />TA Ar
<br />T-"
<br />-'Fl MIX. PANELS SHAL!, BE COWECTED TO flOTTIOM THACCR USING SPECS
<br />tiIII it I ' ' T17 1 1-+
<br />P44M4444,
<br />I . 4 -4 �� 1 INDMATED ON NOTE %CV%, IN SUCH CASE, CONNECTION OF
<br />L -LIL-1-i-7 PANELS TO BOTTOM OCCUR AT ANY PANEL LOCAMON.
<br />-J.J- I Jjd�-A---J
<br />_J '--'4
<br />-J �"J Ljjj�"
<br />a- Sa NOTE 4--�
<br />N`� LIM-1 t INSTALLATIONS ONLY VAUD FOR WIND
<br />Irk
<br />a ANCHORS SPEED UP TO 170 rrA�h,
<br />----7SEt SMION EZI & AL"N.4-K F.ZIW ON SHEET
<br />a EZ11/118,
<br />EZIW/11 8
<br />� EL (L SY5TEM (t)
<br />IYLPICAL ELEYA--TIQN EQR 500 20QQ E-Z HANG a RM PAN
<br />SCALE; 3/32"-l'
<br />2A57-(%W OVERLAP 1/4- No.- CAP
<br />"S
<br />7
<br />MAX. GAP T-
<br />SECTION A -A
<br />SCALE: 3/32'-'*
<br />EN FL.ORIDA BUILDING CODE (Non High Volooiliy Hurricane Zono)
<br />24 GAGE GALVARMED STEEL SMIN PANEL
<br />44167
<br />Or
<br />1 C:0 GLOBAL PROTECTION PRODUCTS, LLC-
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<br />Page-242
<br />All American Shutters and (331ass - 24gaCWvanizedStc4 Storm Panels
<br />EIN113111AIIEERING EXPRESS*
<br />No 33% increase in allowable stress has been used in the design of this product
<br />PRC30UCT EVALUAT10114 REPORT
<br />Separabon from gla2ing is not required for installations outside of Wind zone 4 and esseafial fac"es-
<br />September 15, 2020
<br />Impact Resistance.
<br />Application Number: 17869.1 - R2
<br />EX Project Number. 20-31543
<br />Large Impact Resistance has been demonstrated as evidenced In previously listed testreportfs), and is
<br />accitanted for in the engineering design of this product.
<br />Product Manufacturer. Ali American Shutters and Glass
<br />Manufacturer Address. 1540 Don Road
<br />Wind Load Resistance
<br />West Re Beach, FL 33409
<br />This product has been desigIvad to resist Wind loads as Indicated in the span achodule(s) on the
<br />respective Product Evaluation Document Q,e. engineering drawing),
<br />Product Name & Description: 24ga GaNanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Instaftsfion
<br />This product she# be installed In Shia compliance with its respective Product Evaluation Document (I.E.
<br />engineering drawing), along with all compoitards noted ftwein.
<br />Scope of Evaluation.
<br />Product components $hall be of the material speciffed in that products respective Product Evaluation
<br />This Product Evaluation Report is being issued in accordance with the requirements of the Florida
<br />Document (LeL engineering drevvIng),
<br />Department otBusiness and Professional Regulation (Flotida Building Commission) Role Chapter
<br />61 G20-3.005, FA.C., for statewide a1cceptance per Method 1(d), The product noted above has been
<br />Limitations & Conditions of Use:
<br />tested and/or evaluated as,surnmadzed herein to show compliance with the ftdda Building Code
<br />Seventh Edfion (�020) and Is, lor the purpose Intended, at ]sea equivalent to that required by the Code,
<br />Use of this product shall be In strict accordance with the respective Product Evaluation Document (Le.
<br />Re-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 structures shall be designed to resist all superimposed loads and shall be of a material
<br />listed In this prodocta respective anchor schedule. Host structure conditions which are riot accounted for
<br />Substantiating Data:
<br />In Oft products respective anchor sottedule shall be designed for on a site-spedficbseis by a registered
<br />professional engineer.
<br />PRODUCT EVAWATM DOCUMENTS
<br />All Components which are permanently Installed shall be protected agairtat corrosion, wirtarninifilon, and
<br />.
<br />EX drawing #20-31543 Oted24ga Galvanized Sleet Storm Panels (1HVHZ & Non+NW, shoots 1-5,
<br />other such damage at all times,
<br />prepared by Engineering Express, signed & seated by Frank Sennardo, 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 />. TEST REPOIRTS
<br />Respectfully,
<br />Uniform static structural performance has been tested In accordance with TAS 202 test standards per test
<br />report(s)#13IT-AS13-17-001 by BlackwaterTestingJnc.
<br />Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS
<br />201 and TAS 203 tea standards partest reportils) #BT-ASO-17-001 by Slackwater Testing, Inc.
<br />STRUCTURAL NEERING CALCULATIONS
<br />Structure) engineering calculations have been prepared which evaluate the product based an
<br />comparative and/or rational analysis to qualify the following design criteria:
<br />1, Maximum Allowable Spans
<br />2, Minimum Allowable Spans
<br />Frank Betmardle, FE
<br />3. Minimum Glass Separation
<br />ENGINEERING ENPRESSe
<br />4, Anchor Spacing
<br />9PE0046549 I CW. Auth- 9885
<br />160 SW 121� AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />160 SW 12',4 AvENue SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />(954) 354-0660 1 (866) 396-9999
<br />TfAM@ENGI NEERING ExpRess.com
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<br />INSIALLATION
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<br />PORED CONCREIE.
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<br />1`11.10
<br />BUILDING CODE (Non High Velocity
<br />Zone)
<br />WN. PANEL -11
<br />1� INSTALLAXION ARE ONLY VALID F09 MAX� ALS.D, DES" SHALL BE 2'
<br />PRESSURE RATING +/- 404 ps.f. AMC
<br />PANEL LENGTH.
<br />NoItA,"-, 2A GAGE OALVARIZED STEEL STORM PANEL
<br />E 0 PROTECTION PRODUCTS, I.I.C.
<br />-L]ILIEC01M.. GLOBAL
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<br />MEMBERS BE SOUTHERN W/
<br />DENSITY OF OR COLIAL.
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<br />,qmum,
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<br />DESIGN PRESSURES:
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZA NON-HVfiz) 10:0
<br />ASWTEEI� ESIGN
<br />DESIGN NOTES: SCHEDULE$
<br />g
<br />3� 1 HI r S LL Ot DETE INED PER,
<br />W�RR TO 04NEL 5VAPU TI E 1 6 'A T
<br />INGC E� RE
<br />TOP MOUNT (CONN- TYR I �co 7 AND CHAPTER
<br />TYPE AS, R6Q'D) THE OUIL IN ;CODE SMALL BE LESS THAN
<br />SECTI "44;
<br />kL OT �P N MIVEDEFGN
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<br />INVES E
<br />i-�Ya, 6 F MICH MAY
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<br />h RE V44PON
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<br />ANCHOR NOTES:
<br />Mn1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES
<br />MAXIMUM 4WWA15LE ANCHOR SPACING, MAXIMUM AULOWAIQLE�SRAPIS AND PRESSURES INDICATED
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<br />H MANUFACTURERVRECOMMENDATIONS.,
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