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<br />ENGINEE,RING
<br />ENGINEERING EXPRIE-Mme
<br />PR130UCT EVALUATION REPORT
<br />September 15, 2020
<br />=1:Number jZf§0,1_- R2
<br />11-01,114umber, 20-31543
<br />Product Manufacturer, AfrAmerican Shutters and Glass
<br />MarturecturarAddrew 1540 Donna Road
<br />West Palm Beach, FL 33409
<br />Product Name & Description: 24ga GaNam2ed Steel storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evalvatton.
<br />This Product Evaluation Report Is being issued in accordance with the requirements of the Florida
<br />Department of Business and Professional Regulation (Florida Buildint; Commission) Rule Chapter
<br />61 G20-3.005, F.A.C., for statewide acceptance per Method I M. The product noted above has been
<br />tested enftr evaluated as Summarized herein IG show compliance with the Florida Building Code
<br />Seventh Edition (2020) and 1% for the purpose intended, at least equivalent to that required by the Code,
<br />Ro-evolualion of this product shall be required following pertmant Florida Buliftfing Code modifications or
<br />revisloi
<br />Substantiating Data:
<br />- PRODUCT EVALUA1111,110DOCUMENTS
<br />EX drawing #2031W Had '24ge Getvarfized Steel Stamm Panels (HVHZ a Non4-fVHZ)', sheets 1 -5.
<br />Prepared by Engineering Express, signed &sealed by Frank8ennardo, P.E. Is an Integral pad of this
<br />Evaluation Report
<br />- 1UTREPORTS
<br />Uniform static structural, parlormance has been tested In accordance with TAB 202 test standards per test
<br />noport(s) TILST-ASGI by Blackwater Testing, Inc,
<br />Large missl)& impact maistance and cycle loading performance has been tested In accordance with TAS
<br />201 and TAB 203 lost standfuds per test reports) *BT-A$0A7-OO1 by Slackwater Testing. Inc.
<br />- STRUCTURAL ENGINEEPUNGICALCULA711CINS
<br />Structural engineering Calculations have been prepared which evaluate the product based on
<br />comparative andi rational analysis to qualify the following design critatia:
<br />1, Maximum Allowable Spans
<br />2, Mittimi Allowable Spans
<br />3. Minimum Gins Separation
<br />4. Anchor Spacing
<br />190 SIN 1211 AVENUE SUITE 106, DEERFIELD BEACH, FLOIP[OA 33442
<br />(954) 354-066D 1 (666) 396-9099
<br />TEA
<br />LAST Pi TO BE INSTALLED AT EACH OPENING SIALL ALWAYS BE
<br />T.ROW .Na)Qr FRrDLE TO FACILITATE INSTALLATION IF INTENDED
<br />M rN.,IOE OF STRUCTURE. I
<br />NDiES
<br />E-Z KMG STORM PANEL SYSTEM
<br />CONSISTING Of PAtiEL + CI TRACKS TOP & BOTTOM.
<br />(2), ONO PANELS SHALL A1WV,1I.E CONNECTED 10 BOTTOM TRACK
<br />OTHERWISE A STOP BAR BE PROVIDED AT TOP OF SUCH
<br />PANELS,
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SMALL CONSIST OF 1/4-0-2W/4' M.S. W/ 7/8'0.3137* MONG
<br />NUT OR 1/4"0.3/4' 1 THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK, UOCATHDN'OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FLAT FLANGES OF END PANEL
<br />(4)_ IN CASE THAT END PANELS ARE HOT CONNECTED TO BOTTOM
<br />TRACK (II.e, A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SMALL BE CONNECTED TO BOTTOM TRACK UStNO SPECS
<br />INDICATED ON NOTE (3) ABOVE. iN SUCH CASE, CONNECTION OF
<br />PANELS TO WITON TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />t INSTALLATIONS ONLY VAUD FOR WIND
<br />SPEED UP TO 170
<br />- I
<br />IdUPENGINEERING
<br />Ail American Shutters and Glass - 24ga Galvanized Steel Stom Panels
<br />No 33% increase in allowable stress has been used in the design I Product -
<br />Separation Ifom glazing is not required for Installations outside of wind zone 4 and assential facilities,
<br />Impact Resistance.,
<br />LEI ImpactIR"OfArce, has been demonstrated a evidenced In previously listed lestrepi and IS
<br />accounted tot in the engineering design of this product.
<br />WhIdLoad Resistance
<br />This product has been designed to resist wind loads as Indicated in the span schedule(s) cm the
<br />respective Product Evaluation Document 0,e. engineering drowing),
<br />installation
<br />This ProdUctshall be installed Insfrict Compliance With its respective Product Evaluation Docunne"t(LIE,
<br />engineering drinving), along with all components noted therein,
<br />Product components shall be of the material specified In twat product's respective Product Evaluation
<br />Document O.e. engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use Of this product shall be In strict accordance with the respective Product Evaluation Document V.a.
<br />engineering drawing) as noted herein
<br />.
<br />NI supporting host Structures shall be designed to resist ail superimposed Foods and shag be of a material
<br />Istod In this product's respective anchor s0001I Host structure CoIndlitiona which are not accounted For
<br />in this product's respective anchor schedule shall be designed for on a sit"pecific basis by a registered
<br />professional engineer.
<br />Ail components which are permanertify Installed shell be protected against corrosion. contamination, and
<br />other such damage at all times.
<br />This product has been designed for use within and outside the 1-110 Velocity Hurricane Sons (HVHZ).
<br />Respectfully,
<br />Fmnk Sormardo, PE
<br />ENGINEERING EXPRIESSIs
<br />OJIFOW-5A91 CerL ALI 9885
<br />160 SIN 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM @EmGt?oeEittptGEmPFLiss.com
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<br />INTO POURED CONCHEIE, CONCRETE BLOCK AND nQD STRUCTURES
<br />CONICAM BLOCKjjj'ANCHOR 0 1 r OC.
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<br />ANCHOR tr jr D.C. FROM SCREW 064 FROM
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<br />I-SEPAROCIT(Iii SEPARATON
<br />TO Cukn� ALUMN44 POP To MASS� -=14 POP
<br />RIVET ai
<br />W-o"
<br />MAX I
<br />PANEL LENGTH PANEL LENGTH
<br />II l 1 9 E4
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<br />0 To GLASS, x
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<br />120Wo5f
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<br />TAPCON ANCHOR
<br />_o'il
<br />12. CC
<br />1/4-0 TAPCON .."r WOOD
<br />--PLAn
<br />ANCHOR 0 12'
<br />REQUIRED.
<br />WALL MOUNTING WALL MOUNTING
<br />SECTION EZI ALTERMAINE EZiMt
<br />SCALE: 3/8-1" SCALE 3/8-l'
<br />EN
<br />FLORIDABUILDING CODE (Non High Val!!J111 HILL rrtGone Zone)-
<br />JITIOTEST4i MIN. PANEL LENGTHI 0.4 I -E Q= Vi W_ 24 GAGE GALVANIZED STEEL STORM PANEL
<br />FOR DESIGN SHALL BE 2'-6"
<br />1. INS7ALLATION ARE ONLY VALID MAI A.S.D.
<br />PRSTATF 0(�� GLOBAL PROTECTION PROOUCrs, LLC,
<br />PANEL LEESSURENIATING +/40.0 p.aC AND W-0" MAX -1
<br />R- V _-A
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOW Cz ORO"A At "im
<br />Iw 20-175
<br />I"-)WA-WW MEMBERS TO BE SOUTHERN PINE Na 2, W/ SPECIFIC
<br />-
<br />DENSITY OF 0,55 OR EQUAL UNIT pawN.
<br />w1rERAlour"Unto W to
<br />-.ik
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />2 ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ)
<br />�AT,Wt Tl-�I
<br />It Ar HERE,
<br />= 1115.A.FASTE,1,EO 0 AN (L'
<br />81PPROPRIATE, SPAN TABUP,)
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<br />BOTTOM MOUNT I L_ _N ] I yl I p
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<br />REI '17FF-F/
<br />MAYBE AT TO
<br />It, BOTTOM
<br />TOP
<br />MAY VARY)
<br />PME4 MAY BE NOTCH ED 05 REQULRE¢. � 'OPTION qy4'.20
<br />IT HER,
<br />PRtOUIO THATCONNLICTIC)N5, AND 1IOLTSVy M�IIWARII
<br />ANOIbRsAU 8 T111131A U,
<br />SPANS ABOVE K BELOW DESTRUCTION, 0 5k"P " ��N TLIE
<br />AP11 OIRIAr
<br />VERTICALMOUNT ELEVATION
<br />1, 2 NOTCHED PANELS)
<br />\.ij I ErEVATM
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24GAUGEPANELS
<br />MINIMUM STOW PAMIR SILPARATION FROM GLASS
<br />(HVHi WIND WINE 4
<br />IT, E55i FACIIITI 5)
<br />MAxNwu
<br />DfStGN ALLOWABLE
<br />INSTAULATIONSLI
<br />INSIALLATRHISCREATER
<br />PRESSURE !SPAN tL1baNITHAN
<br />THAN 34'AxOVF GRADE.
<br />3VAITOVEGRAM
<br />130.D intoficGiri
<br />13OJ3 M
<br />SAI
<br />7
<br />130.0 In
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<br />6.06 111
<br />i.16 I"
<br />-
<br />161
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<br />4-60 "l.
<br />6,09in
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<br />59.2 1.
<br />6.111.
<br />2.72 In
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<br />6,12 In
<br />72 ZIB w
<br />"3 In
<br />SPAN SCHEDULE IS ACCEPTABLE FOR USE W17111
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />Z "PANEL FASTENEW ARE STUDS USED IN
<br />CONVINICIFION WITH ALL MOUNTING EMUSIONS
<br />r'F"-YRACK, SIVIII ANGLE, ETC). USE 6,25'
<br />0,C, PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL *H`- ANO'Lr-HEADERS (INCLUDING WTM OUT
<br />CONDITIONS),
<br />3, LINEAR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPIABI OTHERWISE USE NEXT HIGHER, LOAD.
<br />NPE19,7774-r- "I
<br />MAXIMUM ALLOWABLE t
<br />DESIGN PRESSURES -
<br />NOTED IN be$ GN
<br />SCHWULES
<br />DESIGN NOTES: N
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<br />I RUN BEEN -S1.1%A.&S141.-jjE E- IN
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<br />LNORE&SF INAILILLIWASYT70%1HAS BEEN USEDIN THE �M ` P. 'TA'Kit RIMIJEMEN1111 OF III FOR THEIPROILTT
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<br />0 HE ARE INTEND
<br />�` GO BA% Ao... 1. T11. ..Ir
<br />tIRMI.71513 A9 U IWALWATe THIS:CERTIFICATION,
<br />L5 SRALL BE PERMANENTLY LAOEEDIWITII gIN THUM OF (L) LABEL
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<br />FASTENVI�. 0 al " 00 6.23, O.0
<br />T ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED-
<br />2. SCHEDULE IS REQUIRED FOR USE WITH PCISTME LOADS ONLY, BOTTOM PrauNr
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, arHERWISI USE NEXT HIGHER (CONN nN` AS
<br />1.01
<br />1 FOR INSTALLATIONS OUTSIDE OF THE HVHE AND OUITSWEOF ESSENTIAL
<br />FAC=ES INASTM WIND ZONES IT HROUGH 3. THE GLASS SEPARATION
<br />SCHEDULE 4 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS IRED.
<br />0
<br />.OPTIONAL INTERIOR FASTENING DETAIL
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<br />ANCHOR NOTES:
<br />MAMI ALLOW. GE SPACING, 9AXIMUM ALOWABLE SPANS AND PRESSIORES INDICATED
<br />IN SPAN tWFOLLE�SHAULAPPLY.
<br />-7 RE A FNTEkANCRCR SCHEOU E BASED ON PANEL FASTENER SPACING, THE EXISfTING STRUCTURE
<br />MATIERIAL&ANCHOk-TYPE- SE-ECT:DW4r�NLOADGREATEkTHANDREQUAi-TONE,�ATIVEDE5IGN
<br />LCAD OWSHI AND SELECT,SPAN GREATER THAN OR EQUALTO SH UTTER 5PANSI
<br />CCNNECqONrfE "BED ON APPRoilgiALE Yioij"G CONDITION (SEE MoLNnNG DETAILS ON
<br />3:, TA L STE I k DS ED CT;CN ALL W mizusmN%
<br />�NELFAGTENERSPACING TASIX VALUES FOR
<br />ALLIH,-Alo' 4Di
<br />4 1 ANCHORIS WITH MANUFACTIJRERS� REMIAMIENI
<br />5 00 E kM TO III CI)o BLOCK
<br />S, M S
<br />MINIMUM UOE5 5TUCW, FOAM, SR;ICK, AND OTHER WALL
<br />�Nr.rsHEE_ WALL riNirtiess stiAu SE LiMITTID-I LfI�4 MA*OR SHALL BE VERzFjEo dy arHm To
<br />B, CON E NOT D I IN ' MI MAY VARY, FIELD
<br />9 WHERE P?jSTJA0STR=JRE IS WOOD FRA NG,E FISTIN 5N
<br />Y�UnTFLAT-MSTPNEFtSSRElr4TGADEQUP,1'EWOOPfF.AMING 1GECMQEZ79PLyOCOD, FASTENING
<br />AiCCE-TABLE C54LY FOR SID
<br />TOM_YWDOD* ECLOGUR"PIECEf`
<br />4' ( MIN .) WOOD STUD EDGE DISTANCEIS ACCEPTABLE M WOOD
<br />FRLAMMG1, WPM STUD SHALL BE "L.GREATER DENSITY, LAG SCRE,14
<br />SHALLHAMPHILLIPS PAN HEAD OP. HGS HEAD,
<br />IL. REMOVASEANCHOR5ARE
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