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<br />ENGINEERING EXPRESI10
<br />PRODUCT EVALUATION REPORT
<br />September 15.2020
<br />Application Nunsier 17111591,-R2
<br />EX Project Number 20.31 S43
<br />Pro'dw Manufacloro All Amencan Shutters and Guess
<br />Manufacturer Address: 1540 Donna Road
<br />West Palm Beactl. FL 33409
<br />Product Name a Description 24Da Galvarazed Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evskiathan Report is being issued in accordance will the requiremenls of the Florida
<br />Depertment of Business and Protessional Regulauon (Florda BulVatng CorrK""On) Rule Chapter'
<br />61G20-3 305. F A.C.. for statewide acceptance per Method t(d) The product noted above has been
<br />tested and/or evaluated as summanzed herein to show compliance with the Florida Building Code
<br />Seventh Edntron (2020) and is for the purpose intended. at least equivalent to that required by the Code
<br />Ra-evaluation of Plus product shelf be Hequlrod following pemLaM Florida Building Code modifications or
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<br />Substantiating Data:
<br />• PRODUCT EVALUATION DOCUMENTS
<br />` shoots 1-5.
<br />Harried Steel Storm Parole HVHZ B NOn-HVHZ .
<br />E k drawing •20-31 S43 titled `2 a Ga ( 1
<br />^9'49
<br />prepared by Engineering Express, signed d waled by Frank Bernardo. P E is an Integra( pail of this
<br />Evaluation Report
<br />• TEST REPORTS
<br />Uniform stare structural performance has been tested in accordance with TAS 202 leaf standards Pat lost
<br />report($) BBT-ASG-17-001 by BFackwater Testing. Inc
<br />L.-ja -W Impact ro6iWoh- NHd cy.h. 1-4.9 p.,formanee nee w Bee. tarred i. OLlcordeHae h TAS
<br />201 and TAS 203 test stardards per test Iepon(s) M07-ASG-17.001 by Blackwater Testing. Inc.
<br />• STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the Product based on
<br />Conparative and/or rational analysis to quality the following design critene
<br />1. Maximum Allowable Spans
<br />2. Minimum Allowable Spans
<br />3, Mintmum Guess Separation
<br />4. Anchor Spacing
<br />160 SW 121- AVENUE SUITE 106. DEERFIELD BEACH. FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
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<br />All ALmoricAn Shutters and Glass 24ga Gal.aniztd Steel Sturm Panels
<br />No 33% increase In aAwvetlle stress has been used in the design OF Mrs product.
<br />Separation from glazing is not required for alstallations outside M wild zone 4 and essential tax Les
<br />impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced in previously listed test report($), and E1
<br />accorufied for In the engineering design of this product
<br />Wind toad Resistance
<br />This Product has been designed to restst wkrd loerls as indicated In the span schedule(s) on tho
<br />respective Product Evaluation Document (ce engineering drawing)
<br />installation
<br />This Ivoducl shall be In ithaand in Miner cmilpRance with its respective Product Evaluation Document (I e
<br />engineering drEwring). a" with a6 Components noted therein.
<br />Product corrwnents shall be of the mat enal saecihed in that products resvee'ave Product Evaluation
<br />Document (i a erlgirlininng drawing)
<br />Limitations 8 Conditions of Use:
<br />Use of tin product shah be in sad accordance with the respective Product Evaluation DOcumem (I e
<br />engnncermll drawing) as noted heron.
<br />ads and shall be of a malarial
<br />AN supporting hOST slrucRlro$ shall be dMlignM ID resist all superimposed 1 o
<br />listed in this produel'R respective anchor schedule Host structure conditions which are not accounted lot
<br />I designed for on a site s basis a registered
<br />in It3IB product's respective anchor schedule sh+� be g pectic by egh
<br />protessiOnal ergineer.
<br />r nit installed shall be o e,9ed Rest cmresion. contamnaBpn. and
<br />AN components, which are perms rdy W against
<br />other such damage at art limes
<br />This product has been designed for use within and outside the High Velocity H urncane Zone (HVHZ)
<br />Resivelfulls.
<br />Frank Bennardo,P€
<br />ENONTEERIN 3 EXPREse
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<br />Q �J II TAS 201,2 AND.J1T15T PRUTs;1LS C0"TRACTdf SHALL INVESIIWTE
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<br />i d 4W�U APPLY Pee GN EPETEPTA BEYOND AS STATED HELEnF MAY RE"e (n
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<br />a 1` J InIXMMIF]Ca 6 SA- HARMLESS TH I`. FNuT H FEP FOR ALL COST 5 (FA"fi!S aml
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<br />GLASS SEPARATION_ NOTES:
<br />I ENTER SPAN SCHE'DUtf Wllal TN1'511 rF c#SIGN t
<br />5>MINIMUM ALLOWABLE SPAN SCHEDULE
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<br />MOUNT
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<br />30
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<br />30-
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<br />33"
<br />78-
<br />2C"
<br />'6 5
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<br />ST
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<br />3T
<br />95'
<br />OPTIONAL INTERIOR FASTENING DETAIL _
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<br />C _ 20 31543
<br />DOPTIONAL EGRESS, PANEL DETAIL
<br />I-NTERIOR EASTEWfN4_,-
<br />HANK Db1PYaD0 PE
<br />. PKOS[s4a Ar i6e1
<br />At
<br />• 111.250' Dow I'-'Q��, 2.75a'
<br />�2a 0�I]0' 1Ui a' z i 0 LAP I
<br />0. �.L25• SAW, i .625" vn
<br />D LI5 c
<br />> tOA94' -DIC T-- 1p 12D" k; TVP. $ N ITr'G �� F3 T
<br />-0�) 0 094' i.- C67' 'i IN rr Rn�
<br />1.910' 1930' n r`a.062' O.C63• �.._ ___...___1111 - `
<br />2. ? 77s� - D.ad1, 10:Lis 2.060 I� EVA
<br />i 2A20 250• -1 2.OD0 I- .� 2.000' 1-- T]'e Paz
<br />$.121• 1.1Ny •Fi•,S „W-%AW &am wrt_•V FcAocn_ �ArCli �3YJ SR11 �FLrE i
<br />V ,Cr V- C
<br />N
<br />1.56 1.5604---ll.SdO' sic 7.790 MAN Dix0.)?6' 0.]I7'11 0.31 ,, 9:4 q1f 0.765"-y 55• 03 DB.I55' D176' 0 ''$SS 0.35%.�._
<br />•
<br />12.50D'PANEL COVERAGE •I �� O.l A OL 190'1'-I f - 0.d. tlil
<br />lX.e7S•IMMiLR[N p aR-.1 a eer•M`++"••" 6fXC OS 4�„I'1°0ITTraR l L- hslo�" .]as
<br />A-12.OQ0;,•.D Pr+n'Av I 6315• .1t RA I3S (/T
<br />7rP. TYR 0-% 0.9sr4-4
<br />�taD-duI7 TRACK C7' TRACK 0. ,•••r+ slier rrN
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<br />�_ -- DIACCT1011
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<br />XP •r AMQE -Tzal fE11TD1aED1
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<br />i Ago• .•er- eu c,aww it N y
<br />25• HaX.
<br />OVERLAP
<br />Crux �r1laNewaosiwEantR L� � ■p all
<br />aw I�.25' MAX. 3 a
<br />u •+
<br />-%:•fM'i.C~ YET O - W
<br />`/ BUILA•OUT ',.x
<br />•A'Y' Tt�
<br />/ \ vvu I rolxrl ,10urRr nr IwI
<br />/\ DISTANCE
<br />'.Y•Y, A f rnh
<br />na0m'rrrc Lev"
<br />\ - eP"O iGe
<br />loon' •f`Jl�c� J`.TA4� sd -$ � e
<br />/ OVERLAP .-Nvww 3920'� w- ■■
<br />25• M. N T r• .St)0' F
<br />rr. M N I
<br />U r '
<br />• _ 1.500' ,.1
<br />•N H"x :. 14*MUI. MIN , P -..:
<br />�I A
<br />-, •L /'1 felNlA CLa61RE 0efN4_ _ 'Mid. ..]r ,. H}.. SMx i■`R e !
<br />l`ll /.1 LMP RWNT (L06uRE 0e/Al . rx n f s i C• � 11
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS.: PAN1I- FASTENERS O 11 5- O C
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<br />NNR memo
<br />ARCHON Ptt$6Ut[
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<br />a 0.9" 12 S"
<br />14.9"
<br />ib 0' 7 S'
<br />12 S'
<br />16.0' 16.016 "
<br />7
<br />L2. S'
<br />16 D• 160"
<br />a.6' 12.5'
<br />ib a"
<br />.
<br />L]A' 61
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<br />ia.o• u e - eo •
<br />.. _ .0 •L
<br />LZ.5'
<br />16.0' 16W
<br />7.S' 12.57'
<br />16.0'
<br />e4)' 6o'
<br />22.5'
<br />16.0. 14.1 e0'
<br />46
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<br />L1.r
<br />16.01 160
<br />69' 12 F.
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<br />L•.1' 6 BIT
<br />12 IT
<br />160' U T` 6.0"
<br />r2
<br />12S
<br />16 r7'l4T
<br />6D' 12.5
<br />Is 0"
<br />14.r' 6 e'
<br />4T"
<br />160•I D"
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<br />lZ 3
<br />19.V 10.0'
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<br />10.0 ]0.A P3
<br />NCOD Scafr 4 1
<br />12 5'
<br />1d.o' SI 1
<br />fl112 T
<br />16.0"
<br />IL7-L 3 C
<br />13.5
<br />16.0' 4.7' S d•
<br />48
<br />12,5"
<br />16.0 SLO
<br />7.0 225"
<br />160"
<br />9.61, Ss
<br />32.5
<br />16.D• R6' S.6"
<br />52
<br />12
<br />L2. T•
<br />L2.S'
<br />MI a' 1.1
<br />16.0 9.6'
<br />6.1• IS
<br />1.6• 12r
<br />16 a"
<br />16-0"
<br />e6 ].6'
<br />9.6' S6'
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<br />160• eb' SA-
<br />16.0• 9.6• 56-
<br />1r4', D
<br />33
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<br />16 160
<br />12.
<br />16.0'
<br />I1.9'
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<br />1&0 0]2
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<br />LL6
<br />I-- I...
<br />126
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<br />0.2
<br />y 49
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<br />L2
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<br />12-VIid
<br />0+19,1'
<br />125"
<br />f6.0 Af'
<br />125
<br />16.0' Do's-
<br />12 S
<br />72
<br />11.e
<br />16o' 9.1'
<br />13r
<br />f6.D"
<br />40' S.1
<br />13.e' S.3• 4.9'
<br />n4'.LCNr )]
<br />12.5"
<br />16.0• $.6'
<br />7.2' 12
<br />1S.5'"
<br />12.
<br />Li.]
<br />16.a- 7 D'
<br />1.9" I1 T"
<br />11 5"
<br />A It A 1-
<br />625-
<br />32-4' "" 4.1•
<br />An HHHI n nR.KI 41
<br />li-S'
<br />16.4- {P
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<br />AY.1"
<br />4]• 4.q'
<br />CYE-
<br />32.1• 17"- 40`
<br />AVFPeIe M
<br />H(
<br />1y�W 92
<br />[7-S'
<br />11.1'
<br />47 6
<br />1_-3
<br />i l' • O'
<br />613
<br />1T.1 AT" 4.0'
<br />6-21-
<br />12. Y' 41"
<br />4.D. a zr
<br />1-- 3"
<br />♦ r' 4.W
<br />621'
<br />32.3' Y" 40•
<br />ANCHOR NOTES:
<br />L ANCMCM SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT MY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHCR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES DIDICATED
<br />IN SPAN 5CHEU SAPP Y.
<br />2 B7lR AWCdSCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUt:TU1N
<br />MATERIAL, 6 ANCHOR TYPE 515.ECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT $RAN GREATER THNN OR EQUAL TO SHUTTER SPAN.MEIE(T
<br />CONNECTION TYPE BASED 04 APPROPRIATE MOUNTING COBDMCN (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR ®ENr1 FICA TION OF CONNECTION TYPE).
<br />3. 'PANEL FASTENERS' AM STUDS USED IN LYMOUNCTIOV WSTH ALL MOUNTING EXTRUSIONS
<br />('F'-TPAQL" STUDDED ANGLE, ETC) LPM E.25.O C PANEL FASTENER SPACING TABLE VALUES FOR
<br />1LL''N' AND %r-HEADERS (INCLUDING BUILDOUT 7CMMaf4S)
<br />• ANCHORS, SHALL I E aIStAUEi1 IN ACCORDANCE wTT" MANUFACTURERS' RECDMMENOATIO/LS,.
<br />5. HOILOW BLOCK FDST STRUICTURI! SHALLA'.X CONFORM TO AST" C90 BL
<br />6. MINIMUM EMBECNEM SHALL BE AS NOTED IN ANCHOA SCWDULF.
<br />7. MPG UN EMBEDMENT AND EDGE OLMAPICE EXCLUDES STUCCO, ROAM, BFUCM, AND OTHER WALL
<br />H NLS HES WALL FINISHES SHALL BE UWTED TO 1/4' PAN( OR SHALL BE VERIFIED BY OTMERS TO
<br />AOEt2l14Tfly TRANSFER LOADS TO HOST STRUCf1RiE
<br />B. CONCh TE ANCHOR NOTED HEREIN SHALL BE EMBEDS TO UN-ESACITO CONCRETE ONLY.
<br />9. WLNIPE M91INC LTTWCTURE T6 WOOD FI%AMNC, gYSTiN6 COMMCW PNV VAAV. FI$LD
<br />VfIUPY THAT FASTENERS ARE INTO ADEQUATE WOOD FR.VYNG MEMBERS, NOT PLYWOOD. FASTENING
<br />TO FLYWC,OD IS ACTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />1G. WHERE ANCHORS FASTEN TO NARAOW FACE OF S7VD FRAMING, FASTEEPER SIWL1.8E LQCATED IN
<br />CENTER OF NOMINAL 2- M 4- tNIN.) WOOD STUD `%- EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING), WOOD STUD SMALL BE -SOUTHERN PINE• G-0.55 OR GREATER DEIRSITY. LAG SCREW
<br />SHALL HAVE PIN LLIPS PAN MO OR HLnt NEC,
<br />it. REr•9✓ABLE ANO-K S ARE. OEWALT PAf•ELNATE, ALL FORR5 5OLILTSET a BRASS BUSHING
<br />12. MACHINE SCREWS SHALL HAVE Vr MINIMUM ENGAGeMENT OF TKVADS INTO THE BASE
<br />ANO4OR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U,M O
<br />13. MINIMUM EMBEDMENT AND WOE DUTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
<br />L4. M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />ts. * OPRECT MLLNTING COPrDIfIONE1.
<br />L6 LINEAA INTFAPOI_AT3aN IS I••Tt PBLAGTTEO rCa L25E wTTI4 THE ANCHOR Sr'NEOIRES UST® ON
<br />74ts SHEET.
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<br />Virtual Review As ist, inc.
<br />P ns Review complete and approved
<br />for c pliance with the 2020 FBC 7th Edit
<br />by Debra Anne Klal r PX2300
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<br />SHEET NO.
<br />SH 1,5
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