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<br />(END PAIR) i uAr
<br />SEE NOTES 2. 4
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<br />�INEERIOR
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<br />SEE NOTES 2, S, 4
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<br />STORM PANEL ;� SYSTEM (t)
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<br />SECTION A -A
<br />SCAT F' 3/32"M l"
<br />ENGIfVEERING
<br />ENGINEERING EXPRESS•
<br />PRODUCT EVALUATION REPORT
<br />September 15 2020
<br />Application Number17089,1 - R2
<br />EX Project Number 20-31543
<br />Product Manufacturer All American Shutters and Glass
<br />Manufacturer Address 1540 Donna Road
<br />West Palm Beach. FL 33409
<br />Product Name 8 DescnPbon 24go Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />Thu Vrodurt Evaluahun Reportis being Issue4 inafr.Ordanee with the 1TYgwrenwnM of the Flondn
<br />Depednent OI Business and Pwlnssional Regulation Florida BulkAng Commission) Few Chapter
<br />F f i acceptance M 1 The product noted above has been
<br />67G20� 3 005 A C or statewide Sete lac or Method d o
<br />P P 11 w
<br />tested andlor evaluated as sum arm4 herein to show comlliance with the Florida Budding Co
<br />de
<br />Seventh Edition (2020) and isfor the purpose intended, at least equivalent to that required by Inc. Code
<br />Re-evaRWt)on of this producl shall he required Iotlowmg pedmonl Florida Budding Code modifications or
<br />revisions.
<br />Substantiating Data:
<br />PRODUCT EYA LUATION DOCUMENTS
<br />EX mewing p20 31543 uueCl'24ga Galvanized Steel Storm Panels (HVHZ d Non-HVHZ) sheets 1-5
<br />prepofart try Enpmeermg ERP,oss Signed A ..start by Frank Bernardo, P E Is an arteg,al Part of (his
<br />Evaluation Re1ed
<br />. TEST REPORTS
<br />h m .o with A t s1anA r nor test
<br />Uniform Static structural rlDrmance as boon Ies1eA m acc Axnr TAS 202 test ads es
<br />pre
<br />I
<br />r T-A 17. 1 t Testing Inc e rt e Ill SG 00 b Blackwalo os 1
<br />fX1 ) Y 9
<br />Large iTdhslle impact resislam'e and cyclic loading performance nce has hoen tested In accordance with TAS
<br />201 and TAS 203 test standards per test repodls) #BT-ASG 17-001 by Blackwater Testing Inc
<br />• STRUCTURAL ENGINEERING CALCULATIONS
<br />Suuctmal engineering CarnoNunns have bPPO pr=l Which rivaluals the product based on
<br />curnpvative and/or rallonnl analysis to quaBfy the following design colena
<br />I Maximum AIIOWable Spans
<br />2 Minimum Allowable Spans
<br />3 Minimum Glass Separation
<br />A Anchor Sparing
<br />160 SW 12"' AVENUE SUITE 106, DeFRIAELO BEACH, Ft OP104 35442
<br />(954) 354.0660 1(866) 396.9999
<br />TFAM�ENGINf LRINGE%PRFS S.CON
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<br />.A:i PANEL(D TO BE INSTALLED AT EACH OPENING SWELL AI.11i bf
<br />I'AWDE1) W/ REAR HANDLE TO FACILITATE INSTALLATION IT INTENDED
<br />BE 'NVAI._ED FROM INSiOE OF STRUCTURE.
<br />_i
<br />"! QL;E(dLIXiN_QF SERIES 2000. E-2 HANG STORM PANEL 5YSIEu
<br />CCTNSfSDNG Of PANEL 4 Cont rRACKS TOP Ar BOTTOM
<br />(: ENO PANELS SMALL ALwA,YS BE CONNECTF'(1 TO Bottom TRACK
<br />OTHERWISE A STOP OAR (v SW11 BE PR(Yv7DEO Al TOP OF SUCH
<br />PAtJI'1.5.
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNEC74ON
<br />SRW,t CONSIST OF 1/4'e-20M3/4' M.S. W/ 1/8'a3/32' WING
<br />NOT OR t// #x3/4" Win tHUMBSCREW INTO 7APPEO BOTTOM
<br />TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FLIT RANGES OF END PANEL.
<br />IN CASE THAI END PANELS ARE NOT CONNECTED 10 BOTTOM
<br />TRACK (to. A STOP BAR IS ONLY USED Al TOP} AT LEAST 1WC'
<br />PANELS SHALL BE CONNECTED TO BOTTOM TRAL`K USING SPEC'>
<br />INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF
<br />PANELS TO BOTTOM TRACK AM.Y OCCUR AT ANY PANEL LOCATION
<br />t INSTALLATIONS ONLY VALID FOR WIND
<br />SPEED UP To 170 m.P.h.
<br />FLORIDA BUILDING CODE Non NI h Velocity HurrIcon* Zorn
<br />21 GAGE GALVANIZED STEEL STORY PANEL n4RPN w
<br />i
<br />/ 1 L E C O I N c GLOBAL PROTECTION PRODUCTS, LLC.
<br />/ Den
<br />f•-unrit iM� KMWI cu--. c AMT rem sW sr sear:
<br />DA\■. ii ]L\t. 20-175
<br />.M-ia4r .,'-,..� .• �rr11t' Pr<M,1. ,ro6rler-7e46, FAY• lro6.XM-aroT
<br />r T
<br />0 ( NGINEERING
<br />Ilil_L'C � ell _
<br />All lmenavl �hldlcn and (ilnss - n_iMa Galvanized S[trl Sloan Pau
<br />No 33% increase in allowable stress has been used in the design of this product
<br />Separation loom glaring Is not required lot Installations outside of wind zone 4 and ewsonlial facilities
<br />Impact Resistance:
<br />Large Impact Retubtaoce has been datTanstreted as evidenced In previously Baled lest repodtsl. and r:,
<br />accounted tot in the engineering design of this ptnduct
<br />Wind Load Resistance
<br />True product has been designed to resist wind foods as indicated on the span schedules) on the
<br />respective Product Evaluation Doctunenl (I a angineeling drawing)
<br />Installation
<br />This product shall be Installed in start compliance with Its respective Product Evaluation Document II e
<br />Dn meen drawn aloe 6Wth all components noted ihetern
<br />0 M7 0) 0 Pn
<br />Product components shall be of the 111aterral specified in that product s respective Product Evaluation
<br />DocmTlenl (1 0 ongmoelow drawug)
<br />Limitations 6 Conditions of Use:
<br />Use of this product shall be in alncl accordance with the respective Product Evaluation Document (I e
<br />engineering drawing) as noted herein
<br />All supporting host structures shall be 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 aie not accounted for
<br />in Ids Product's respective anchor Schedule shall be designed for on a sitespecificbasis by a ingisteted
<br />plulessiunal ong)noor
<br />All Cnmpronenn which arepermanentlyinstalled shallprotectedtx against corrosion, Contam
<br />ination, and
<br />nthaf such damage at all nrlllrs.
<br />This product has been designed for use within and outside the Htgh Velocity Hurricane Zone (HVHZ)
<br />Rcspccttirlk
<br />o
<br />_1
<br />Mrs!
<br />S-1 M
<br />Frank Hennardo. PE.
<br />ENGINEERING EXPRESS"
<br />411F,046549 I Cert Autl1 9885
<br />160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM 101ENGINEE RINGE%PReSs.CON
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<br />1 20-31543 1
<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL Ct)
<br />INTO POURED CONCRET,a CONCRETE 8jM--AND WOOD STRUCTURES
<br />I
<br />EXISTING ►OURED
<br />CONCRIM 011 I •4'e TAPtdE
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<br />ANCHOR . 17 •�: CONCRETE BLOCK
<br />REQUIRED BLOCk r _
<br />REOIIrRED.
<br />WALL ►iOUNTING WALL MOUNTING
<br />SECTION EZi ALTERNATIVE EZ1W
<br />SCALE 3/8=1" SCALE 3/8-1"
<br />W\\\,NNr11111r11/N
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<br />FLORIDA BUILDING Velocity
<br />a CODE Non High Mu, rice.• Zone)
<br />* MIN. PANEL LENGII, s o. 441 P1d1n ,A DA. as ,.
<br />I INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN SHALL BE 2'-6' 14 GAGE GALVANIZED STEEL STORY PANEL 0, ,n
<br />PRESSURE RATING 4/- 40.0 1, .1, AND 8'-O" MAX sJ = A.=' crplp6m
<br />PANEL LENGTH. Z -c�'-, STAFF Ol L E C O FNe GLOBAL PROTECTION PRODUCTS, LLC. ,.[F.
<br />2. FOR NEW WOOD FRAME CONSTRUCTIONS WOOD 0,4: fEDR10 a Exal ohP . •H1pDow.
<br />, 1, =11 I11
<br />MEMBERS TO BE SOUTHERN PONE No 7, W/ SPEC. HIC •' " N e-a„�(tiy"'n`4100iJ a"e1� N A� 70-175
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<br />DENSITY OF 0.55 OR EQUAL. ,r<r y 'STD_�(��"�L•�N_ _ ..+F'•"7elr.'reIe rAz (R6.)Yeu Rnvr ,, .,
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<br />U
<br />ALL AMERICAN SNUFFERS AND GLASS
<br />MAXIMUM ALLOWABLE
<br />24 a GALVANIZED STEEL STORM PANELS HVHZ &NON HVHZ
<br />DESIGN PRESSURES: wit
<br />T"°'
<br />J
<br />NOTED IN DESIGN
<br />DESIGN NOTES: SCHEDULES
<br />aP
<br />WIDTH UNUMIM.i
<br />"(PERP, TO PANEL SPAN)
<br />POSITIVE AND NEGATIVE DESIGN PRESSURESCALCULATED
<br />OR
<br />FOR USE WITH THIS SYSTEM SHALL DE DETERMINED PER
<br />m V
<br />'S c qq
<br />ENGINMUNG IN ACCORDANCE WITH THE
<br />GOVERNING CooPP0.E95URF REQUIREMENTS /y5
<br />G pj E¢I
<br />Top- MOUNT (CONN
<br />DE TE RMINEO IN A�,CORDANCE WITH ASCE i 4N6 CHAPTER
<br />TYPE AS RE-O'Dl SEC I
<br />1609 OF THE FLOP] DA BUILDING CODE SHALL BE LESS THAN
<br />OR EQVAL TO THE P05Lf1VE O0. NEGATIVE DESIGN
<br />> _
<br />r3TTTCMAL V."-10 STITCH
<br />PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN,
<br /><
<br />BOLTS WITH WgSNERED
<br />ASSEMBLY AS SHOWN.
<br />L Y d
<br />WENCNLJ r5 FASTENED @
<br />;N 9�r £i
<br />OVERLAPS 0 MIDSPAN(USE
<br />aJ APPROPRIATE SPAN TABLE)
<br />GENERAL NOTES:
<br />m ^
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<br />LOi 4
<br />J. THM SPECIFICATION Net BEEN DESIGNED AND SHALL bE FABRICATED IN
<br />d
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<br />' 20 PIAN VIEW
<br />` Ili o¢
<br />ACCORDANCE WETN iNE REQVIR6MENT90F1NF FLORIDAlV1LDWC CODE
<br />SEVENTH EDITION ((3010)) i0R I_IS61Nb]DE AND OUTSIDE OF THE HVH7 PEIt
<br />TAS 201, 202 AND 203 TfST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE
<br />' aW
<br />do
<br />ANDCON HTOALLILICALBUIIDWG CODE AMENDMENTS WHICH MAY
<br />In
<br />N€ I'II BL''IBL
<br />APPLY, De610N CRI7TRU BEYOND A53TA1[D NERlIM MAY RlgV7P[
<br />ADDInONALSITE-I;rCt1FTG sF.ALED FNGIMEEAING.
<br />7 NO 33-1/2%INCREASE 1N ALLOWABLE sifts& NA5 O%FN USED IN rHE
<br />DESIGNOFTHISTHE AN-HITE(T/ENGINEER OF RECORD FOR THE MO)EC7
<br />SUPeFISTRUCNREWITH WHICH THIS DESIGN IS USED SHALL Be RESPONSIBLE
<br />THE 1NTF.GRITY OF ALL SUPPORTING SURFACES TO THIS DESIFA WHICH
<br />LDFOR
<br />i'�G,
<br />W4lBECOORDINATED BY THE PEAKrrr1NGCONTKACTCA.4-EFAPA
<br />IFL4' SOLED ENCali ea RING SNAL1 BE a VIP[DHOTTOM
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<br />aGT SHJ-E SPECIFIC DOCLIMFNK frXI USE In
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<br />1 TYPICAL VERTICAL MOUNT ELEVATION
<br />rgrI1UNCY10M t•/1Tn Tnts DOCUMeU
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<br />5. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED
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<br />OSION-RE5t5TANT
<br />FOR ALUM WUM STRUCTURE6"SECTiDN 7.]BY THE AWMiNUM A550(7ATEON,
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<br />INC,, B ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES.
<br />TOP MOUNT
<br />M NT
<br />I neM
<br />a PLL STq PANlIS SHALL B!1 Sn!! t.0.Ot4"
<br />Rr4 4GA L,
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<br />A� E 'D i sfary ATONE
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<br />I.ALL ITU MINUME TRUS30Nfi SHALL BE 806]-T4 ALUMINUM ALLOY,
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<br />UNLESS P & SO TOM ANG[D AT. Fn[L[I
<br />TOP B BOTTOM DETAILS A•IN MAY 6[ rED
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<br />OUNT
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<br />MOft120NTALLY AS APPNCABLE.
<br />CONCflET[ ANCHORS AEIN SHALL N
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<br />INSTALLC ANCH
<br />NONUFACTUEDCONCRETE ORLY. W9TALL ALL CONCRETE ANr,NORS PER
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<br />TA5 MI. TAS 202 &TA5 203
<br />PRODUCT APPROVAL NUMBER,
<br />FLORIDA�____. _�
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<br />13.5
<br />1 6.23"
<br />.2" 3
<br />e.2s'
<br />Bx° 3.5'
<br />a7" e.zr•
<br />625"
<br />Rz"
<br />ar' 3r' 3a^
<br />3/4" PDOO DSSTANCil
<br />Jt
<br />Ar as,
<br />ANCHOR PRESSURE
<br />n
<br />wGO./TY/[
<br />AtIvin, ,r1 '.I
<br />N UPI I'Alilr-
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<br />16,0" 140'
<br />10,9"
<br />12 S
<br />6
<br />1 0'
<br />le 0 IS"
<br />17.5'
<br />6.0' ",Pl.67'
<br />tzr
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<br />12.5
<br />60
<br />ISor, IS1.
<br />12S
<br />Ise I. a" Inn'
<br />It 5''
<br />160 160
<br />7.s-
<br />I2S
<br />1b0
<br />147' 6.0-
<br />124'
<br />160-14.1 1.0"
<br />lS'
<br />2!C
<br />15 O'160'
<br />16.0 IC
<br />f.9"
<br />6.D'
<br />12 V'
<br />12.!
<br />160
<br />169
<br />1 A. r" 60'
<br />147. 611'
<br />1)S"
<br />125•-
<br />)6' 1 { J' tip. '
<br />16.D"1. T'4 0.
<br />rOj
<br />.31, 1 U2" CMOED 3
<br />!
<br />WOOD brR1AY 41
<br />Ill
<br />SZ
<br />72
<br />14" -1/d'CMR[ I ll 4 3 3
<br />TAP. •rFAE• Alt3,
<br />.rtO
<br />y. 40
<br />T q4�� 52
<br />rl
<br />l2 .7,
<br />16.0 160
<br />10.1,
<br />12.5
<br />16.0
<br />111'. -,0-
<br />12 S
<br />1 8 tl" 2040, 5.2"
<br />l2 5
<br />a' 1"
<br />76. 14
<br />91'
<br />12. S
<br />6
<br />i V
<br />9.7 Sr`
<br />1`
<br />. S
<br />6' b'•
<br />1 V 9.7 5
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<br />ITS
<br />Lf 5
<br />12.5
<br />16,0' 1L0
<br />1 1.1
<br />1", 9.6'
<br />360 16. "
<br />6.4'
<br />S.6"
<br />12.5
<br />110
<br />12.5
<br />12.5
<br />1 0
<br />150
<br />Sd0
<br />9,6' 56
<br />Se'
<br />9.6S 6'
<br />115
<br />a 1"
<br />91
<br />12 S'
<br />125
<br />17 S'
<br />] 15
<br />]2 S-
<br />16 J" 9,6" 5 .6"
<br />1.0 9,8' 50"
<br />16.0 7.6" 5.6"
<br />36.0 102
<br />7 6.0' 9.2' -
<br />36.0" a.l
<br />12 SP
<br />15.0" lA 3"
<br />16 ' 11 4"
<br />12.4"
<br />12.5'
<br />15 L1
<br />m
<br />L2.SSOS'
<br />12.5
<br />1 60 111'
<br />1 .5
<br />2."
<br />12.T
<br />1'•0
<br />is a-
<br />9 L
<br />3 2.5'
<br />ix•."e°DMaco
<br />/ y )3
<br />All Pnlll n'MN",+ 41
<br />.Con Fuexmr 46
<br />1y,Op� 52
<br />IJZIaY9 ;1
<br />16O' e6•
<br />7a"
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<br />L2.5
<br />6. /
<br />l d 0
<br />34'
<br />2
<br />1 S
<br />121
<br />96
<br />02 1"
<br />L25'
<br />15.4" 59'
<br />S�0"
<br />6.25
<br />113'
<br />47" 40'
<br />625"
<br />11 V
<br />14.2" f.s-
<br />4,7'
<br />6.15'
<br />1E 1
<br />47' +0`
<br />676"
<br />a 25
<br />11. 3" 4 i"
<br />4.0'
<br />6.'V
<br />I: 1
<br />• 0"
<br />O 2f"
<br />ANCHOR NOTES:
<br />I ANCHOR SCHEDULE APPLIES TO 411. PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND FRESSV RES INDICATED
<br />IN SPAN SCHEDULE SMALL APPLY
<br />2 ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL, B ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAi. TO NEGATIVE OESrGN
<br />LOAD ON 5MUTT AND SELECT SPAN ER G iEA TER EQUAL THAN 00.E AL TO SHUTTER SPANSELECT
<br />a A
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING COMII[2XV (SEE MOUNTING DE1 II.S ON
<br />SHEET 2 FOR IDENTI FICA 110N OF CONNECT ION TYPE).
<br />3 "PANEL FASTENERS" ARE STUDS USED IN COW UNCTION WITH ALL MOUNTING EYTRUSION4
<br />F"-TRACK STUDDED ALE, EC LOSE .I5OCPANEl FA57ENERSPA7NCTABLEYALUES FOR
<br />ALL "H` AND "U" HEADERS (INCLUDING BUJLOOUT CONDITIONS)
<br />4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDADONE.
<br />S. F0LLLOCK HOST SHALL C NF TO AGTM C0
<br />BLOCK.
<br />6M RME tMWMEBEGMNT LBE45NOT SN SCFIFOULE
<br />r MINIMUM EMBEDMENT AND EDGE DISTANCE PKCLUOES STUCCO, FOAM,
<br />BRICK• AND OTFBi WALL
<br />FINISHES WALL FINISHES SHALL BE UMITE IM 1/4 MAA OR SHALL BE VERIFIED BY OTHERS TO
<br />PDEl2UA1ELY TP ANSPlN LOADS TO HOST STRUCrdRF
<br />B. CONCRETE AN:LORS NUT f.D HEREIN SNAIL BE EMBEDDED r0 Urv-CRACkED WNCRETE ONLY
<br />9, WHEREE)(TSrING STRUCTURE IS FRAMING EYIFTI NG CONDITIONS MAY
<br />V Y, HELD
<br />VERIFY TWAT FA51 F.NERS ARE N'TOADEWOOD
<br />ATE WOOD FRAMING MEMBERS,
<br />NOT PLYWOOD, FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECE.
<br />10 WHERE ANCHORS FASTEN TO NARROW FACE OF STLID FRAMING, FASTENER SMALL BE LOCATED IN
<br />CENTE0.0F NOMINAL I' % 4' !MINA WOOD STUD (%g" EDGE DISTANCE 15 ACCEPTABLE FOR W(VD
<br />FOAMING). V1000 STUD SHALL BE "r /NERN PIN!'° G-O 55 OR GREATER DENSITY. LAG SCREW
<br />SHALL I • PHILL( PAN HEAD OR H HEAD,
<br />LL A EX
<br />11 REMOVABLE AN
<br />CHORS ARE DEWALI' PANEUMATE, ALL -PENT O THREADS
<br />a BRASS &ASE
<br />l2 MAr/ENE SCREWS SHALT. HAVE l/7' MINIMUM ENGAGEMENT OF THBFJ/D5 INTD THE BASE
<br />AN AND MAY HAVE EITHER 4 PAN HEAD TRUSS HEAD, OR WAFER MEAD (SIDEWALK BOLT) U NO
<br />7. MiWMVM EMBED lMENT AND EDGE DISTi NCE E%CLUDEIS 9T0000 OR OTHER WALL FINISHES.
<br />t4. DFUGNATE ANCHOR tSNJDnI\'XJS WHICH ARE NOT ACCEPTABLE USES
<br />LS D1RECt MOU NI]NG WNDITIUNS
<br />III LINEAR INTERPOLATION 15 NOT PER MrTTEC' FCR USE WITH THE ANCHOR 5':HELULES LISTED ON
<br />THIS SHEET
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<br />SHEET NO.
<br />SH 1.5
<br />
|