|
E21/i8,
<br />EZiW/18 ANCHORS
<br />..(— SECTION EZ1 A: ALTEfNMtr1YE Q1W ON SHEET
<br />-7- MR, I
<br />1 -()(SEE NOTE 2)-t.%w"L "L.t(NOTTE 2)
<br />a14XT' 5.taS. 7/2"
<br />��- 3/16•P ALVMINIIN
<br />OFr - _ *.-
<br />- _ ` VET POP RIAST PANEL(�TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />t/?' ~ O O o a - rJ a O O i a a -- —i PROVIDED W/ REAR RANDLE TO FACILITATE INSTALLATION IF iNT€NDr`0
<br />1 - TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />I
<br />• AT 2 PER , _
<br />c
<br />.- - 3_L -1".)
<br />5
<br />5d1t
<br />`(''-.T....r__T..Y OF 'L' It). jTFFfNIT10N OF S)pRLE5 20OL',: E-2 HANG 570PIM PANEL SYSTE4
<br />I { (GND PAra.L) `.._ -_ 5 {INTEROR PANEL) (INTERIOR PANEL) �. �._.y._,D.,...(._.(_,�..T� �. CONSISTING OF PANEL �+ Cont.. TRACKS TOP & BOTTOM.
<br />(llftERR7R I'AftELt g {END PA'NfL) I
<br />SEE NOTES 2, 3, 4 i t I 1 SEE NOTES 2, 3, 4 r
<br />7 {` 5,_ta° Ea)..:NO PANELS SHALL ALW15Y5 A CONNECTEDPOTO AT TOM Or SU'.
<br />� r3TiiETiWISE A STOP BAR (9J SHALL BE PRffd60E0 AT 'it1P OF SUCH
<br />II ::: 4 F 1 I i PANEL LENGnt P;4N`ELS.
<br />131313
<br />0 o/- 40n P.•s. _µ
<br />IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SHALL CONSIST OF 1/4 P ZOx3/4 M 5. WJ dA3 f$ e,f32' WING
<br />1/4s-20a,' I NUT OR 1/4'Rx3/i Mm. THUMBSCREW INTO TAPPED BOTTOM
<br />EA OVERLAPfiRACK, LOCATION OF FASTENERS MAY BE A" EITHER Or TWD
<br />APPLICABLE) EMPIOR FLAT FLANGES Or END PANEL.
<br />ILIL_L t
<br />! _ i_ _ - .1._ r_ .L_. _... L, _1_L-I 50X
<br />.._- .. -___ r_ t _ t i_..I,-,T._ OF (4)
<br />) TRACK (i.e. A STOP BAR 5 OTHAT END PANELS NLYNUUSEDOT OAT TOR AT O LEASTTWOT_ . T i T'- ._ UN {. CONNECTED
<br />_F [ 1 F ( 1 T i t T i ' T { i I i PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INOICATEDD ON NOTE (3 h4OVE. IN SUCH CASE, CONNECTION OF
<br />J J_L�JJ_LLJJIILJJ_L`ii.JJ1LLJ1r'CL1J111 JJ_LLJJ1 i1JJ-LLJJ 1_._ -� 1 PANELS TO BOTTOM TRACK WY OCCUR AT ANY PANEL LOCATION.
<br />SEE NOTE 4 ---3-- -
<br />.,.
<br />Min. ' LSEE 'SEE - f• wn. INSTALLATIONS ONLY VAUD FOR WIND
<br />w/l° `iJ `
<br />E
<br />NOTE 3 TE 3
<br />ANCHORS • i SPEED UP TO 170 m.p.h.
<br />-_
<br />- ---._...(SEE SECTION E21 A, ALTERNATIVE EZIW ON SHEET IS)-_._
<br />EZ1 / fi B,
<br />E24W/t8
<br />IYEiQAL ELEVATIONR -- H S PANEL 1
<br />..SCALE'
<br />3/32"=I"
<br />t�
<br />2.e67'{MN E7Atl1P 1 A' JA6x. CuVJ
<br />MAX. CAP T _: ff
<br />}.
<br />aErTJON
<br />SCALE 3/32"=T" '` EGA �•#!iJ'0;
<br />? 4., EN •.,'p • FLORIDA BUILDING CODE Non Mgh VelocityHurricana Zone)
<br />meta'"•' 24 GAGE GALVANIZED STEEL STORM PANEL, a,_
<br />.44167
<br />STATE D - 1 IL E G O mil h GLOBAL PROTECTION PRODUCTS, LLC. ° � �'4
<br />• i `2-e 46a0 s.N, st 5i>asiT
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<br />ENGINEERING
<br />ENGINEERING EXPRESS@
<br />PRODUCT EVALUAT113N REPORT
<br />September 15, 2020
<br />lion Number. - R2
<br />ilia
<br />DPP 17680.1
<br />EX Project Number 2031543
<br />Product Manufacturer, All American Shutters and Glass
<br />ManufackirerAddress: 1540 Donna Road
<br />West Palm Beach FL33409
<br />Product Name & Description: 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This ProductEvakragon Report is being issued in accordance with the requirements of the Florida
<br />Department of Business and Professional Regulation (Ffildda Building Commifislon) Rule Chapter
<br />GIG20.3.006, F.A,C„ forstalewlde acceptance per Method 1(d). The product noted above has been
<br />tested and/or evaluated 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 />Re-evalustion of this product shall be required following psrtment Florida Building (Cade mods Ficatlons or
<br />revisions,
<br />Substantiating Data:
<br />R PRODUCT EVALUATION DOCUMENTS
<br />EX drawing k2031643 tilled "24ga Galvanized Steel Storm Panels (HVHZ &. Non-HVHZ)', shoots 1-5,
<br />prepared by Engineering Express, signed & seated by Frank Sennardo, P.E. Is an integral part of this
<br />Evaluation Retort
<br />TEST REPORTS
<br />Uniform static structural performance has been tested in accordance with TAB 202 test standards per test
<br />T 7 re Its �B.-PSG-T -OOt BlackweterTesii. Inc.
<br />po () b1' Testing,
<br />Large missile impact resistance and cyclic loading performance has been tested in accordance with TIES
<br />201 and TAS 203 test standards per test reports) NBT-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 />comparathde and/or rational analysis to qual fy the following design cdtena:
<br />1. Maximum Allowable Spans
<br />2, Minimum Allowable Spans
<br />3. Minimum Glass Separation
<br />4" Anchor Spacing
<br />16D SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354.0660 1 (866) 396-9999
<br />TEAM@ E NGINE ERINGE%PRess,coM
<br />ENGINEERING ExPRESS.COM
<br />OMPENGINEERING
<br />lowk Page 2 of 2
<br />All American Shutters and Glass 24ga Galvanized Steel Storm Panels
<br />No 33% Increase In allowable stress has been used In the design of this -product.
<br />Separation from glazing is not required for Installations outside at wind zone 4 and essenlial facilities.
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced In Previous
<br />hdated test TaPc d4s),and+is
<br />accounted for In the engineering design ofthis product,
<br />Wind Load Resistance
<br />This product has been designed to resist wind bads as indicated in the span schadulets)'on.the
<br />-
<br />respective Product Evaluation Document (i.a, engineering drawing).
<br />installation
<br />This product shall be Installed in strict compliance with its respective Product Evaluation Document {i,e
<br />engineering drawing), along with all components rioted therein,
<br />Product components shall be ofthe 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 shall be in strict accordance with the respective Product Evaluation Document(Le,
<br />engineering drawing) as noted herein,
<br />All supporting host structures shall be designed to resist ail superimposed loads and shall be of a material
<br />listed in this product's respective anchor schedule, Host structure conditions which are not accounted for
<br />In this product's respective anchor schedule shall be designed for an a site -specific basis by a registered
<br />Professional engineer.
<br />All components which are ,mane - a Installed shall be protected against corrosion. contamination, and
<br />yeti pa nay FrNta p g amlrta ,.
<br />other such damage at all times.
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully,
<br />_¢a�r
<br />Frank Bernardo, PE
<br />ENGINEERING EXPRESS
<br />kPE0046549 I Ceri AutiT. 9885
<br />160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA. 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAt4@ENGINeERLNGEXPRESS.CON
<br />ENGINEERINGEXPRESS.COM
<br />INUALLADON DETAIL3—
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<br />INTO POURED QQhjQRr.TE, Q0Nr.RETE
<br />SLOreK AND WOOD
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<br />SECTION EZi
<br />SCALE 3/8-1`
<br />ALTERNATIVE
<br />EZ1W
<br />SCALE 3/8<1"
<br />If1N111N/IrA
<br />NOTESI * MIN. PANEL LENGiFi
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A5.D. DESIGN SHALL. BE 2'-6'
<br />•
<br />i
<br />? ,„=^
<br />uEOa. M.
<br />FLORIDA BUILDING CODE (Non High Velocity Hurrtcons
<br />24 OAOE GALVANIZED STEEL STORM PANEL
<br />-
<br />Zane)
<br />rf.
<br />lou" m.
<br />PRESSURE RATING +/- 40.0 p.s.t, AND 6'-0` MAX
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<br />GLOBAL PROIECTK3N PRODUCTS, LLCa
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<br />PL sn"MEMBERS
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<br />`ATC1PANELLENGTH.
<br />20-T75
<br />TO BE SOUTHERN PINE No 2, W/ SPECIFIC
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<br />PP,.ml,s'45]rrt_,43su 4a:t]MI m•r4M "WIC, i' iF?�->saa, Mar (PS+F�oHIM
<br />DENSITY OF 0.55 OR EOLAL,
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<br />24ga GALVANIZED'STEEL STORM PANELS (HVHZ & N.ON-HVHZ)/
<br />MAXIMUM ALLOWABLE Fr �
<br />DESIGN PRESSURES;rT
<br />aS NOTED IN 13ESIGN
<br />11no
<br />71,D
<br />I 3� ,
<br />SCHEDULES
<br />DESIGN NOTES:
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<br />PQSITIVE AND NEGATIVE OFSIGN PRESSURE$ CALCULATED
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<br />NRllSEwiTH THISSY57 SHALL BED.ETERMINED: Eff
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<br />PROVIDED`THAT CONNEC'TItRE AND B121.T9 WYfF.WASHERPIS
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<br />_TRANS ABOVES BELOW. OBSTRUCTION, OVERLAPS 0 i111DSPAN'(USE
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<br />- ' l - ' --
<br />14 ENGIFIEERSEALAFFIXED HERE TO VALIDATES STRUCTURAL DE518{A5.
<br />SHOWN C7NLY IISEI]F THIS SPECCFT ARON a, CONTRACTOR,
<br />IN¢EMN11, d.5AkE5 HARMLESS THIS ENGINLML FQR TILL COSF S pRIaAti
<br />INCLUDINGLEGALFEES &APPELLATE FEES RESUOL JGFROTM GViTERU{L
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<br />4VFRcry 1S CAUpD FDR BY L¢CA4 STATE, A F tRAL W.IE MO- -
<br />OE.>IA7NRE OF THIS PLAN.
<br />iS €%CEPTASEXP 1_Y PROVIDED HERE1t1, No ADDMONAL
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<br />_ u Y d GLASS SEPARATION NOTES. ¢¢ F
<br />L : in•.vaar uArJrlMet+ 41 32,r 13.4" 5.2' 4.a Et24' 9.9' .3;6" d.S" 6:26" 9:;z" 36" 'J:3" 9 YUHER,E£kTSTTNCi STRUCTURE LS WOOD FRAMLNG, E�.If5T11',CdtJISTft NSM YV,N2Vr 'FIELD
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<br />-i ', i 46 '6.5' 11.5' R,4' 4.1 "'�'6,25 92`-:3:3".a.5' (i,£. _,• "2:, 3.5" 3 s" ` _
<br />I, EN'fBt SPAN SCHEDULE wrrH POSITSVE DESTGN LOAD T4 DETERMINE �, - `� - � T TO PLYYTY4Y30 i5'ACG'EPTABLE ONLY pOR 510€CLOSURE PIECESr
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<br />...... MINIMUM ALLOWABLE SEPARATION THE OPENING TO BE PROTECTED. e1rTSON..rwuxT . 5 r 526:p5 10,2" s:5" 33 6.'ag" 9�3„ ;5, 3,3•' o
<br />-, \L�. nRN. ,.U.,_ .E,rv," rr„. + A.z. - p CONa T":9E AS - F iDT WHERE ANG]ORS FASTEN T6 NP,RIww FACE9F STUD FAAMINGr Fq§TENERSHALL.BE LOCATED IN g..
<br />L.,Ji ,o ETu.:nl,. c. ar, i 2. SCHEDULE fSR 9REU POR USE wIi}i 7fO5titVE LOADS ONLY. t � i�,i n Tz e:251 9.2" 3.s" 3.a'" e,25" s2" 9�2" 3,3 a.3" : .4- r„ -WOOD
<br />,..-'I-�LL6 w. 3L,e-yip m- .•, RproN wrn±rir I d'I _ CENTER OFNOMINgL7 X4 (MINJ�W DSTUD.( ."EDGE D; OR GREATER
<br />DENSITY,
<br />FORRW �R e;� e e ■
<br />INTERPOLATION BETWEEN 1bA65 I5 ACCEPi`ABLE• OTHERWISE USE NEXT HIL4HER I.N TrpE As sEMaED'. E FAAI`11NGJT wtIOD'oTU D:S-}iALL BE SQUTHERN`PIFJE G=q,5517RGREATET! DENSFf1', LAID SLC-L/ r
<br />LOAD Rte'DI 1"-' ,�'' 3 ? SHALL HAVE Dii T AN HEAD OR HEX HEAD �.�¢
<br />4v. VI L I:tar'' gg lug
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHT AND OUTSIDE OF ESSENTIAL. C N AS ,d .' I �'. ; �9 11. REMOVABLE ANCHORS ARE. bEWALT PANELMAT ALL -POINTS SOLID -SET P aRAt BusflrNG b -i; I!
<br />FACILITIES IN ASTM WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION
<br />' NAtC111rrgWCNRIAp6DrE 'E/sSURE arJCItQnS>r RMWtIGEfMf9PE 12. I.IACHINESCRI5WS:SHALLHAVE Ill"MIN'IMUM ENGAGE-MENTOFTHREA➢5INTOTHEBASE
<br />SCHEDULE IS NOT REl2UIRM AND NO MINIMUM SEPARATION FROM THE dl i e]PmialRPRfarSnsARooPE W
<br />E,33TtN6 imNCAEIE SPRING (Yr RAif THe ANCHOR AND'MAY HAVE EITHER A PAN HEAD, TRU55 HEP Oft WAFER HERO (51DE4YAI�C MIT) U-ND-
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<br />2AZ 35543 PROTECTED OPENING I5 REQUIRED.
<br />'�'RT-nPl I•: nrt:, Tom+= - g O � yrEp- 1A, DESIGNATES ANCHOR CONDITIONS WHICHAR5 NOTACCEPTASLE USES.-
<br />M 15 I(c DIRECT MOUNTING N IS NOT P Ef_ PARS aeanfirrrmNi Q
<br />_ . r (1 OViItl NALTaPiROROMCL45U@Po- AIL Lb LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH 111E ANCHOR SOiEDULS Il5TE0.!JN '
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<br />T't' UI x:xn,iRH:i Mr>IJxi.s Ial1 r `t OPTIONAL INTERIOR FASTENING DETAIL T9NrERLOR FASTENING
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