|
EZI/18.
<br />EZIW/18 MACHINES
<br />(SEE SECIROM 121 a ALTERNATIVE EZIW ON SHUT 16)
<br />I Ad, � I . V.,`
<br />(�)(Sff NOTIE 2) 0-to : , * (.
<br />NOTE 2)
<br />SIV ALUM,"
<br />E INSTALLED AT EACH OPILNING S"A ALWAYS 8
<br />LAST PANEL(D TO 0 f
<br />0 *7 07"? 1 PROVIDED W/ REAR MANDL[ 10 FACIIJTAM INSTALLATION Ir iTIMNIDED
<br />o!f 70 SE -NSTALAXD FROM INSIDE OF STRUCTURE
<br />-1
<br />71
<br />71
<br />� 2 PER
<br />PANEL
<br />1-
<br />1,
<br />J_ I 1� _ [ - 1 (7) NOTES
<br />L - 56%
<br />I-r I Ir - , , - - , , I , `�, I T I' 1 1, 01 'L' QE_SERJL%_2QD.0 E-Z HANG STORM PANEL SYSTEM
<br />TRACKS
<br />E IftNIN.L D`* PANEL + Cant. YCOP A, BOTTOM
<br />(",IT IEND PANE M"
<br />kw P,�F. L) R PANEL) 11 R;OR PA�NEL) (fff R PANFL) 1,
<br />SEE NOTM 2. .5, 4 SEE NOTES 2, 31 4 (2). ENO FIANELS SH A_.WT,@ELCONNECTI,TI TO BOTTOM TRACK
<br />rMCRXATS
<br />0 E A ST�� BAR S'tA L BE PRCMUED AT TOT' Or SUCH
<br />-ANEL PAWLS
<br />h1i
<br />i 4;
<br />As Ad As (3). If END PANELS ARE CONNECTED TO BOTTOM TRACK, CONWCTION
<br />tAL, -20.3/4" MS. W1 7/8'$0j37^ WING
<br />A SI - CONSIST OF 1/4"P
<br />_WI PAK W NUT 0 1/4"OxJi/4' Min THUMBSCREW INTO TAPPED BOTTOM
<br />MTS I di UAL OVERLAP TRACKRLOCATION OF FASTENERS MAY BE AT EIIHEIR OF TWO
<br />(SEX SECTOR APPLICUSUE) EXTERIOR FLAT FLANGES OF END PANEL
<br />; j SO%
<br />or *1, (4). IN CASE THAT END PANELS ARE NOT CONNECT�O 10 BOTTOM
<br />MAX TRACK I[- A STOP BAR IS ONLY USED AT TOP) AT t EAST W
<br />PANELS SHALL BE CONNECTED 10 BOTTOM TRACK US141% SPECS
<br />TI-T-T-T T INDICATED ON NOTE (3� ASONt, 114 SUCH CASE, CONNECTION OF
<br />_j _j_t LL _j_j_ LN-4-j.11 L J J.Z L -1 J I I JJ_ L.L J-1-L 41 j _1_ I- L J J-1 PAINI TO BOTTOM TRACK HIM OCCUR AT ANY PANEL LOCATION
<br />At . . 7 . I A A
<br />Sri, NOW
<br />VC I U. t INSTALLATIONS ONLI` VALID FOR WINO
<br />NOTE i
<br />SPEED UP TO 170 .P.h
<br />NOM 3 ANCHORS
<br />(SU SECTiON EZI Ar ALTERNATIVE EZIW ON SkIE[l HE)
<br />EZIW/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL SYSTEM
<br />-1 Rbox WILD)
<br />177
<br />=0'77 77�PSI 7 \ 7-7 7 7 77 77 7
<br />WAx- CAP J1 FS
<br />SECTION A -A
<br />SCALF 3/32--t-
<br />E FLORIDA BUILDING CODE (Non High titilocIty HIM Icon* Zone)
<br />E
<br />24 GAOE GALVANIZED STEEL STORO PANEL W
<br />.44167
<br />SIA GLOBAL PROTECTION PRODUCTS, LLC. vn
<br />TE 0
<br />STATE 0
<br />W S. A, Sim
<br />PAR. It AIAH
<br />2 -175
<br />0
<br />,'on Ovell-Anuid-
<br />ENGINEEr4lNG
<br />CIPINIGINEIERING EXPRIEBB*
<br />PRODUCT EVALLItikTiorNi RIEPGRT
<br />SePITHAVIANX, 15� 2020
<br />Applicstion Number: 17859.1 - R2
<br />EX Project Number, 20-31543
<br />Product Manufacturer All Arnerican Shutters and Glass
<br />Manufacturror Address 1540 Dome Road
<br />VAW Palm Beach, 111. 33409
<br />Product Name & DeWpillon: 24ga Galvanized Steel Storm Panals
<br />Large Pawls Impact Resistant
<br />Scope of EVeluation:
<br />This Product Evaluation Report Is being Issued In accardence with the requirements of Ithe Floridis
<br />DeporiffeW of Btonen and Professional Regulation (FIDIII Building Commission) Rule Ch"r
<br />GIG20-3,005. F.A,C.. for slatinvals, acceptarics, per Method i(d) The product noted above has been
<br />tested evaluated as summarized hiNsin to show compliance with the Firdids Building Code
<br />Sgv=l� on (2020) and It. for the purpose, Indandid, at least equivalent to that required by the Code
<br />Re-waludon afthis product Rival! be rexprind! following ideriment Florida Suflifing Codeinach cittions or
<br />Rovesions.
<br />Substandating Date:
<br />At PAODUCT EVALUATION DOCUMENTS
<br />EX dravAng 02041643 Oded"2498 Galvanized Steel Storm Panels (WHIZ & Non-HVHZ)'. sheets 1-6,
<br />prepared by Enginauumi; Expralm. signed & soakd by Frank Sennstdo, P.E. Ad an integral Pon ofinds
<br />Evaluation ReportL
<br />A TEST rtEPQRT1
<br />Uniform static Structure$ performance has been OMW in accordance with TAS 202 feel standards pat test
<br />relsort(s) TPET-ASO-1 7-001 by BWckwateiroWng, ft.
<br />Urge ArOwle, iff"d r"otance and cvck leading performance has been leated In accordance vifth TAB
<br />201 and TAB 203 few standards par test toport(s) AST-ASGI-I 7-001 bf, Blackwater, Testing. Inc.
<br />A STRUCTURAL MINJEERING C&LGWABM
<br />Structurall engineering calculabords have been pteparad which evaluall, the product based on
<br />conparldive Auditor national analysis to quaRIV the inflaiwing design criteria.
<br />I Mistinum Allowable Spans
<br />2 Minimum Allowable Spans
<br />3 Minimum GIs" Separation
<br />4. Anchor Spacing
<br />160 SAN 121" AVENUE SUIT? 106, DefRFIELD BEACH, FLORIDA 33442
<br />(954 ) 354-0660 1 (866) 396-9999
<br />TEA14
<br />ENGIN1111Z Pit "'M
<br />ot ENGIN EERING
<br />Page 2 of 2
<br />All Ameriew Shutters and Glass - 24ga Galvanized Sted Slom Panels
<br />No 33% increase In allowable at. has been used Irk the design oftlas product
<br />Separation Itorrit alatzma is not risquired for installations Outside of wind zone 4 and esidintiall facilities
<br />Imped Resistance:
<br />Large Impact Ro"tomo has boon demonstreldid as sivithincrad In Previously Rated tog raporl(s). and Is
<br />accounted for in the woratenrig design of this product
<br />Wnd Land Reafstance
<br />This product had been designed to resist Wind Wile dis Indicated in that $pen schaduld(s) on that
<br />Respective Product Evaluation Document 0,9. lingifterIng drawing).
<br />Insalletton
<br />This product shall be Installed In ables complance with its respective Product Evaluation Document (16
<br />engineering draviting), along with all components noted OweIn.
<br />Product components "I be of the nuderial specified in that product's respective Product Evaluation
<br />Document (i.e. anifiridering drawIng).
<br />Umfttions & Conaftions of Use:
<br />Lim of this product shag be in strid accordance with the respective Product Evoluaturn Document (I.*
<br />engineering dnr#ft) as noted h"n
<br />AD supporting hog Structures shall be designed to nestat all superimposed lotticis and shag be of a material
<br />Wed in this producfs respective strichor schedule. Host structure conditions, which are not socaunted for
<br />in INS produts r pective anchor schedule sholl be designed for on a shii-specift basis by a registered
<br />professional wngi=
<br />A41 components which are permarNently instuilled shelf be piolected against CorrOsion. and
<br />other such damns at all #Nnvw
<br />This product has been designed for use w4hin and outside the Hiah Velocity Hurricane Zone IHVHZ).
<br />RespectfiAlly.
<br />Frank Herinardo, PE
<br />Emeitiugtmg; ExPiRviss
<br />IIIJAW46549 I Cen Auth 98115
<br />160 SW 1211 AvEkut SUITE 106, DEERFIELD BEACH, FLORIDA JP3442
<br />(9S4) 354-0660 1 (866) 396-9999
<br />TtANTIREPiGiNatittRuExpaess.com
<br />EhriLii*RtPHExFXut*s.com
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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANELIC-1
<br />INTO POURED COhICRErE. CONCRETE BLOCK AND WOOD STRUCTURES
<br />CONCRETE BLOCK 0 12' Mc.
<br />REQUO".
<br />t/4-0 TAPOGN MIT :"MADE! HEX TOM
<br />Woo
<br />ANCHOR 4P Ir OC, at FROM RIECIA
<br />EDGE OF EOCE Of
<br />1/2' 1/2'
<br />L
<br />$A Imm A,
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<br />i: I' NIM. An "Al
<br />0-11PARATION. I Min,
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<br />L1.6,41110 POP E IMN to GLASS
<br />C OIL RIVET
<br />RIVET
<br />_4 6,-(r 0, _O`
<br />s
<br />9 Mo. WAY
<br />PANEL LENGTH As I I PANEL LINI
<br />01
<br />etin.
<br />R-SEPARLAY I MAP
<br />I _. I UNISCM
<br />0, TO CL45S 10
<br />OF
<br />L/4'0-M2' or 'L*
<br />TROMOSCRIEW
<br />E,D
<br />'v
<br />1 2
<br />Cl) TAPCOM ANCHOR
<br />V4-11
<br />0 12' or
<br />1/4-0 5APCO4
<br />ANCHOR 0 12, TLC EXEIRING POURED PLATE
<br />66PACRETE OR
<br />CONICACTIE BLOCK REOUIRED
<br />REQUMED
<br />WALL MOLINTING
<br />MIEZIM
<br />SECTION IZI APE011VME
<br />SCALE 3/8-1 SCALE 3/8- 1'
<br />z 0. T %
<br />FLORIDA BUILDING CODE High Veloctry Hur loans Zone)l
<br />(Non
<br />MOM, "I". P06NEL LEPIM D. 441 mn" M F.P.
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />11L BE 2 -6*
<br />I. INSTALLATION ARE ONLY VALID FOR MAY. A.SD. DIESIGN * E
<br />PRESSURE RATING +/- ADO P.91f AND rSS TAI E Dc-�12", 11L1EC0tNL7\ GLOBAL PROTECTION PROOUCTS. LLC.
<br />PANEL LENGTH. '10 -
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD F =..-A- N%; A* it FRAtv
<br />111 ZIA
<br />17v�
<br />A. P'.- RA, .1. 0".
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 20-i7S
<br />DENSITY OF O�55 OR EQUAL, ��75 _
<br />- - I
<br />i
<br />A- r-M SAM Jk 0
<br />ALL AM RICAN SHU17ERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS �HVHZ & NON-HVHZ)
<br />I I
<br />TOP MOUNT
<br />TYPE AS
<br />OPTIONAL,IV-20STITCH
<br />BOLTS WITH WASHIRED
<br />WINGNUTS FAFFERED 0
<br />OVERLAP$ 0 WDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />MONSOON
<br />N111111111111111 lill
<br />lasn"
<br />MAYBEA170
<br />5.1107011
<br />rl"\ TYPICAL VERTICAL MOUNT ELEVATION
<br />k,,V N T 2, ELEVATION
<br />TOP MOUNT LIM
<br />Cc" TV `E_N (SPAIN ABOVE
<br />AS REQ.) CTIOI
<br />T_
<br />TIOM
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<br />(LOCAr
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<br />BOLTS WITH WASHIERED
<br />�I'ArlIL5MA*IBEPXrll--"�ll,IA!iR=LQUII.I.ID,
<br />THAT NNEC-1-M AND
<br />PRONT DED Tr6 N
<br />ANCHORS, ARE WEito IRRICH SATISFY
<br />WINGNUTSFASTENEOD
<br />OBSIPMTION
<br />OVERLAPS 9 MIDSPAN (USE
<br />APPROPAIATE$PANTABLE)
<br />VERTICAL MOUNT ELEVATION
<br />/-2'*N (NOTCHED PANELS)
<br />\111/ N.71s,
<br />EUEVAITCN
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANES
<br />MINIMUM SMRM PANk A
<br />SOARAI ION f ROM QUA$$
<br />INVHZ. WIND ZONE A 4 ESSENTAi FALIIITIESI
<br />MAXIMUM
<br />OE'NP` AUT)WASU
<br />INSTALLATIONSWESS
<br />INSTAIJAnOft1irREAIJER1
<br />1 ""S"J'A [SPANIH-)
<br />THAN 30 48CIVE GRAVII
<br />tMAMMASOVEILALAOI
<br />I (PV
<br />1.40 IT In
<br />45 "DO In
<br />6,06 1.
<br />2,16 In
<br />-11W 00.0 In
<br />6064,
<br />1164,
<br />1
<br />2 7.1
<br />SPAN 5LHEOULL NOTE5:
<br />A. MIER SPJ414 SCHIEDULES WITH NEGATIVE
<br />DESIGN LORD % PANEL FASTENER SPACING TO
<br />DIETERNINE MAXIMUM ALLOWABLE STORM PARK
<br />SPAN. SCHFOUILIE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NEGAT
<br />2 'PANEL FWENFIW ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />(-r TRACK, STUDDED ARGUE, kRCY VSE 6.ZT'
<br />0 C, PANEL FASTENER SPACING TABLE VALUES POIR
<br />AILI, H"� AND'U*44ADERS (INCLUDING WILD OUT
<br />CONDITIONS)
<br />AC, CEPII OTHERWISE USE NEXT HIGHER L04D
<br />GLASS SEPARATION NOTES:
<br />I, ENTER SPAN SCHEDULE WIFTH POSITIVE DESIGN LOADTO METERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM T14E OPENING TO BE PROTECTED
<br />2. scmeDVLEIS 114Q41REDFOR USE Wr(HPMtlVf LOADS ONLY
<br />INTERPOLATION INEMEW LOADS IIS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD
<br />3. MR ]INSTALLATION$ OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION
<br />r.r4==1=.DN0 MINIMUM SEPARATION FROM FINE
<br />�N MAY VARY)
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />Z, i7c;Tm I IN CIFiliGN
<br />'FlErIULE,
<br />DESIGN NOTES:
<br />MIT ET
<br />UaIZI I 11T IIN Is -Vge
<br />H TRT
<br />SYS L BE ET 11 INED
<br />SE IINGINMUNS IN A REJA W Ii THE
<br />I I ANCE H AN CHAPTER
<br />I OF I BUILD; E Of LE-58 THAN
<br />N
<br />OR 0 E 14 ED SIGN
<br />P URE Y LISTED MERLIN FOR ANY
<br />A FMSLY AS S N
<br />AM
<br />GENERAL NOTES:
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<br />Tilts SIN5CIPICATION MAII BEEN OISM AND SMALL lik PAIAKICATED IN
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<br />ANCHOR NOTES:
<br />11 ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CEFMFOD HEREIN, 13UT ONLY PROVIDES
<br />MAXIMUM ALLOWA51.4 ANCHOR SPAONS MAXIMUM ALLOWAM4 SAMS AND PRESSURES INDICATED
<br />IN WAN SWEDULIE SHALL APPLY
<br />2 EWERANCH BASED ON PANEL FASTENER SPACM, THE EXISTING STRUCTURE
<br />IAL, & ANC TYPE SEECrM)GN 0 GR. THAN OR EQUAL TO NEGATIVE DISMN
<br />ON SMUTTI!R AND SELECT SPAIN GREATER THAR 1! TO SMUTTERSPANISELECT
<br />CONNECTION TYPE "BED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />S. "PANELF 7 91US"AUSTUDSUSEDINZOM NOTION
<br />VP`rRACX,S_TUOPSDANGLJ, ETC) USE625"04 PANELF NERSPAONG TABLE WALUSS FOR
<br />ALL H..=US;tHELfjKS I " G BUfLDOU7 Callomms)
<br />44 a ALLg N
<br />4 AN 113 IN ACCORDANCE WITH MANUFACTILITLERWRIKOMPIENDATIONI
<br />HOU_OY' OU' UPE SHAU. CONIMMM TO A" C90 BLQCK�
<br />I NIM. . 1946%r=ff. AS NOTED IN ANCHOR SCIHEDULE,
<br />7 MYSUMUM EMBEDIVENT AND EDGE DISTANCE
<br />RANSFIR LOADS To HOST rTRUCr RE
<br />CRETIE ANCHORG NOTED HERE BE I EDGED To UN D NCPM ONLY
<br />IS =44MV7
<br />C FIXISON"OSPIDITIONS' RE.
<br />'r 0 S%
<br />ViNlrWY HERE EAST.. TNT...I�UATIL WOOD IFRAMAIG MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD I ' 5 ONLY MR SIDE CLOWN! PIKE
<br />10, WHEREAN N TO NARROW FACE OF 67UD FRA�114% JIMITEOERSKIAL BE LOCATED IN
<br />CFNTEIkOFNOMIkAL2,X4'(MN,)IVOODS7UD�I EDGE DISTANCEIS ACCEPTABLE FORWOOD
<br />FRAMING). WOOD STOO SAALL BE "swiHiRIN IN �i' G-O.SS ORGAIIAIIER DENSITY, LAG SCREW
<br />SHALL HAVE "Llips PAN HEAD OR HEX HEAD,
<br />It REMOVARLIANCI-IORSARE DEWALTPAf4lLMAM,ALLPMTSWUI>�SE'SOkASSOU5HlNG
<br />12. MACKNE!"tVIS WALL HAVE 111" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN H9,04TRUSS HEAD OR WAFER HEAD (51 EAWALK ltW.N,O
<br />Is. =M SPADEDMIENT AND EDGE DI,
<br />'T RIC
<br />A 6XCLU6k STUCCO ORDTHtRt1
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<br />14, = GNATES ANCHOR CONDITIONS WHICH ARE NOT AOMPTABLE USES.
<br />IS * DIRECT MOURYING CONDITIONS -
<br />IS LINM INTERPCIATION M NOT PINIMITTED FOR U$fwMj THE ANCHOR SCHELIULIM, USTED ON
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