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<br />EZ1/18,
<br />F.ztw/18 ,�,,�
<br />---- - -- (� sacnow EZI a ALTDUMW4 MW ON PW te)
<br />-r Man.
<br />I- Hart
<br />Hartj : (I)m VOTE 23 �a/® 1/(NOTE 2)
<br />IJILH t ' l � -11_ t 11111_� I
<br />1_.F T-T I II
<br />a 1•
<br />(ENO PANEL) (tNTERIDR PANEL) (IHTERgR PANEL) (INTERIOR PANEL) (Er4p PANEL) MAX.
<br />SEE NOTES I, i, a I I I I SEE NOTES 2, 3, 4
<br />- a D'
<br />LACK
<br />PANEL LE
<br />YE �SEC�1 rS . 1APP IGIBIE)
<br />T MAX
<br />Or
<br />JJ_L�JJ_LLJJ111JJ-LZJJ1LL116�L1J111 JJ_LL JJII�LJJ_L1JJ1.. l .- )
<br />-. T M. a SR NOTE 4 3` M. �.
<br />SEE 1' Ilan
<br />NOTE 1 `./W/® AMCEORS. NOTE !
<br />-- -(SEE SECTION E21 a ACERNATIK E21W ON SWEET 18) - - - - -- --
<br />EZt/te,
<br />EZIW/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM (t)
<br />ft. GAP
<br />SECTION A-ArErrrrN,,,,4(
<br />SCALE. 3/32--1- _.t'' LEA -A: r141'•/MT fir.
<br />ENGINEERING
<br />ENGINEERING EXPRICBE
<br />PRODUCT EVALUATION REPORT
<br />September15.2020
<br />AppliabonNumber. jj889.1-1i2
<br />EX Proad Number 20-31543
<br />Product Marlfedurair AO AmWican Shatters and Glass
<br />ManubatuperAddress1540 Dome Road
<br />Want Pain Beach. FL 33400
<br />Produel Mena B ONPORM ca- 241• GaNaNzed Sled Storm Panels
<br />Loge Missile inpad Resistant
<br />Scope of Evaluation:
<br />This Product EvWmWo i R"vd la beg leaved in a7ooaterua with on m** nrnla of the Florida
<br />Depamnrrt of Blrtesea erg) Professional Regulation ftrlm BWtrg ConVFAMM) fOde Chapter
<br />62G20-3.005, F.A.C., for st7LNwlre accrytance pen Me91ad 100. The PForlud NOIed above has bean
<br />Festal iNW4or evstuated so waywa tted heroin tochow CWV"Mnos WNh tho Fkm BU§dbg Cods
<br />Savamh Edition (2020) end in. far the purpose bdewded, at W W s itMaled to that tegllred by the Clxle.
<br />RasvaWuNon of this product stied be remAred foNuw4Fg PerrnaN RUN ida SUM*g Coda "x)McEMM or
<br />nEVERidr.
<br />SuesstanWBng Data:
<br />EX draNing M31543 Mind'24gs GeMaszed Steal Storm Parwas (M/HZ B Nw4NVHZ)-, sheer 1-5,
<br />prepared by ETgareft Express, signed 3 sealed by Frw* Sennardo. P.E. is an integral pert of this
<br />Dula"" Report.
<br />Ulikrm stalk srYotoral prbrnrnm has been tested inaccadanc�a with TAS 202 rat srndads per ISM
<br />tapod(s) MT.ASG-17 001 by 8teclosata Testing, Inc,
<br />LOW I irUs impact raskiald aNd cyck loading pecan enc a has helm Irtad in accordance wide TAS
<br />201 and TAS 203 tW slaNdteds pis 1W report(s) WT-ASC 17.ODI by BladnVslat testing. Im.
<br />SruMW On*saft Nalck"M have been prepared FFtlidt ewaerla 1ho product based on
<br />ccmperstiw and/or mknid Wealpste toqualy ttr toNowrg efaalpl eYNerr.
<br />1. Maximum Atiawable Spans
<br />2. 1'lbdTNNn Atoweb)e Spans
<br />3. iNnlawm Girl Separation
<br />4, Anchor SpeKig
<br />160 SW 12" AVERVE SUITE 106, Des NPIEt6 NEACM, FLORIDA 33442
<br />(9S4) 354.0660 1 (066) 396-9992
<br />TEAM pENGINfFRINGEx PRESS . CON
<br />ENGINSEAI HOE Ron ass, COAT
<br />H -wY1! - YrRCrrRC
<br />,1,Y,Y1l-am-+MT'zi
<br />.rag)
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<br />.ors_ c:P
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<br />V
<br />X.,
<br />/l.rr�cr +.rnu
<br />Is LASi PANEL© TO 13E INSTALLED AT EACH OPENING SHALL. ALWAYS BE
<br />PROVIDED W/ REM HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />1141'ES
<br />(. E-Z HANG STORM PANEL SYSTEM
<br />CONSISTING Of PAN L + COnI. TRACKS TOP •BOTTOM.
<br />(2), END PANELS SNAIL ALW/QS BE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP BAR (8J sFULL BE PROVIDED AT TOP OF SUCH
<br />PANELS.
<br />(3), IF END PANELS ARE CONNECTED to BOTTOM TRACK, CONNECTION
<br />SHALL CONSIST OF 1/4'f-20x3/4' M.S. W/ 1/8"ex3/32' YPNG
<br />NUT OR 1/4'ex3/4' Min THUMBSCREW INTO TAPPED BOTTOM I
<br />'
<br />TRACK LOCATION OF FASTENERS NAY BE AT EITHER OF TWO II
<br />EXTERIOR FIAT FLANGES Of END PANEL
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK 0 a. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF
<br />PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />t INSTALLATIONS ONLY VALID FOR WIND
<br />SPEED UP TO 170 tn.p.h.
<br />CODE (Non WGh Yekcftr Nu"Icane
<br />ENGINEERING
<br />Page 2 of 2
<br />All Amman Shuuen and Glass - 24ga Galvanized Steel Storm Panels
<br />too 33% inpare In atawade ab, has been used In the design d dws product.
<br />6eparaaon from Blazing is not required for )neWhOons oulaide of wind zone 4 and assentNN tecil aw.
<br />Impact Resistance:
<br />Large impact Re aster" has been dsmonalrs ed OR eVidenced In previously Isted test reprnl(s), and is
<br />eeeounled for M the ergineenng desgp Of this product
<br />Wind Load Resistance
<br />This product has been designed tot ,I- wind loads r indicated in the span schedulwis) On the
<br />respective Product Evakugon Doeurned 0.9. enginvetng drewig).
<br />IflatallafiOfE
<br />This prodd lira be instated in er(d compland with (la nespecMiaa re Product EVYNarl Doaanent (t e
<br />loom erg 11r/Walg), aIOrIQ withal components notedehersla.
<br />Product Garrgorwits slrN be of the rtrtetW sped{ed In that product's respecove Product Evaluaaor,
<br />Doanrnt D.e. engineering drawing).
<br />Ltmitedons 4L Conditions of Use:
<br />Use of the product shah be In strict accordance wilt the respective Product Evaluation Document O.*.
<br />enpineetfn0 draft) as rioted her'ain
<br />AO sugxx*V halt structures shot be designed to tastes at styedmposed bade and "be of a Irueterial
<br />Ord in this product's respedlFe anchor schedule. Most structure core WANT which are Not accounted for
<br />In ft product's respective anchor MCI ule shah be designed lot on a site•spedAc basis by a reglalared
<br />protesoionoi eNI(jneM.
<br />All Oorlpanerhla which are pert warm" installed %MsI be protected sgaart corrosion. wdanira*m. and
<br />other such rf n at eN INnex.
<br />This product has been designed tot Use WWII and outside tie High Velocity Hurricane Zone OM4Z).
<br />RespactfwlY.
<br />4�
<br />.P11DrM! .
<br />Frank Berward0. PE
<br />ENo1NEE:Rvw EWREW
<br />613E0046.1491 CM Auth 9885
<br />160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(9S4)354-0660 1(866) 396.9999
<br />TEAK eENGi:%w RIRGExPRESS. CON
<br />E MCIM 99 INGINP1EfS.COM
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<br />INSTALLATION DETAILS FOR
<br />INTO POURED CONCRETE. CONCRETE
<br />SERIES 2000 E-Z HANG
<br />BLOCK AND WOOD
<br />STORM PANEL C17
<br />STRUCTURES
<br />11
<br />��51 PWNIIRO
<br />WNCiRTE
<br />/�
<br />�-`y.� '
<br />ON
<br />CONCRETE BLOCK
<br />A14L TOM
<br />\_,.
<br />- I MACHN a 12. D.C.
<br />I
<br />514, TAPONs 1qT' NIX HEAD TBI
<br />ANCHOR • 1Y O.C. ••
<br />�4• FROM
<br />�tllr
<br />WOOD
<br />RE.q,ADED
<br />t' ,,
<br />/
<br />i 7 I ..
<br />-' SM1' NEx IIFi10 TEK
<br />FROM
<br />_ EDCE OF
<br />�If
<br />I
<br />'� EpCE OF lye
<br />E.
<br />r9
<br />tf/54•�plmrlWr��Apja'
<br />M41 ( 2•
<br />of OIL
<br />as IRE pwp 1
<br />1/2'
<br />A-SEPAM7Nr ( 1 g
<br />E%ISflp_N TO CLASS. 'IM
<br />E SEPANMTMM _.
<br />TO GLOSS.
<br />{ T6'P '
<br />Y POP
<br />del 1 _O RIVET
<br />E
<br />O RM1FT
<br />s4. sEue • E __ 1 wK. 1Ht-�,. I
<br />e P . _ _... _i PANS. LFNGn/ • f i _ i --
<br />MAX
<br />- ___ .. _ _.._._... _ _-. _L PANEL I. a
<br />MEOIrS
<br />1-
<br />K-, _- - - __T--
<br />_Q
<br />4- O
<br />i TO GLASS. I -
<br />1-SE9AAA110N
<br />K TO GLASS.
<br />. -1/4 a 20x2
<br />stir
<br />a _S 4's-IoxY or
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<br />1/4'A TAPEAN �' POUF
<br />ANCHOR • 12 D C Oft
<br />) WLAi e000
<br />1
<br />J CONCRETE BLOCK
<br />(1 11fOUAlfO
<br />1 �- _
<br />�1y����I �LA�Ny�1NME����yy�/ REOUMtED.
<br />WALL 0I_IIt�I]f1�3
<br />.>aO�ImL
<br />SCALE 3/8-n'
<br />AL' w
<br />SCALE 3/8-1-
<br />4„N1MiNgN
<br />' MIN. PANEL LENGTH
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.&D. DESIGN SHALL SE 2-6'
<br />* $
<br />*PRESSt1L
<br />_Fi
<br />FLORIDA
<br />•IXN` IIUMA Fc 24
<br />BUILDING CODE n Nth VelocityMurr(can*
<br />GAGE CALYMNZED STEEL STORY PA1KLFIP
<br />Iona
<br />E RATING 4/- 40.0 p.s.f. AND 8'-0- MA%
<br />LENGTH.I
<br />g(j(1tjr�T(PANEL
<br />IN E C O Ewe. MTECWN P •�•2.
<br />Sa��-7
<br />!, siiunMEMBERS
<br />FOt NEW WOOD FRAME CONSTRUCTION: WOODEeioSl
<br />TO BE SOUTHERN P114E No 2, W/ SPECIFIC
<br />,�
<br />r... , IaO:*_,mI . w : Gwl m-•N,
<br />MYa. R
<br />Prat& Sfskrm
<br />20-175
<br />DENSITY OF 0.55 OR EQUAL.
<br />NNSIeAtTMNJDAR
<br />4r• rr ,a„Pr
<br />re4
<br />wr[�A Pt
<br />41Rn
<br />ALL AMERICAN SHUTTERS AND CLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />(PERP, TO PANELSPAN)
<br />TOP MOUNT (CON TYP.R�
<br />TYPE AS RE@'D) CFr77rW51
<br />a�
<br />rx �
<br />30rTOM Mouxr L t
<br />391'
<br />MAYBE ATT �.,/* 0.:
<br />t-l"N TYPICAL VERTICAL MOUN00 ELEVATION
<br />N.T.L;, ELEVATTON
<br />TOP MOUNTLIT)
<br />ir(YYM TV PF�
<br />REQ O)WCTION
<br />T
<br />m
<br />IAS.
<br />1E
<br />I�
<br />BOTTOM
<br />OUNT
<br />1LONN TYPI
<br />REITD)
<br />�86 RUCTIO
<br />(LOCATION N
<br />TOP MOUNT
<br />(EDSNN TYPE
<br />AS Rc9'D)
<br />BOTTOM MOUNT(CONN-/
<br />(SRN SfAOW
<br />TYPE A5 R1z)'rl)
<br />OBSTRUCTION)
<br />PANEtAWN BENOTCHEDAS REQU1JiE0,
<br />WLCRiILJEf77HAT CONNECTIONS AND
<br />OMQMALW'-2D k1ERED
<br />ANCHORS, ARE 1lSED WHICHSATISFY
<br />WINGPATDS fA$h'ENEDB
<br />SPANS ABOVE6 BELOW 086iRlICTION,
<br />OV®LUP5.9 FIlFENED TUGE
<br />APPROPRIATESPANTABLE)
<br />VERTICAL MOUNT
<br />ELEVATION
<br />2 NOTCHED PANELS
<br />N.TS,
<br />EIEVATWO
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24GAUGE PANELS
<br />MMMtLMS StORM PANEL SEPARATION FROM O%
<br />(HVTQ.WIND ZONE A a ESSENTuO FAOIE)
<br />MAKIMIIM
<br />VISION I ALLOWABLE
<br />PRESSURE ' SPAT/ /I1MAI
<br />(Psi) 1 t
<br />INST F R EATfM
<br />ALU OVEGR S HMAM 30-AB ABOVE
<br />I 30'
<br />LIMN 3R ABOVE GMOE IMAM ABOVE GMOE
<br />IUUX
<br />1
<br />a 30 13pA In
<br />aa. N, 216 rn
<br />+Y35
<br />1�.O In
<br />b,06M ' 1161n__
<br />r.._ •l40--
<br />_
<br />_.130.O 1n
<br />4.Ps b, -' ..._ 2.1611,;
<br />"/A$
<br />Lwo
<br />6.06m 2161n
<br />•h50
<br />L30AM
<br />6.061n
<br />. ss /
<br />1066M
<br />bqn 1.35N
<br />>WAly bLntuULt IVU 1 t_5:
<br />1. ENTER SPAN SCHEDULES YRTH NEGATIVE
<br />DESIGN LOAD a PANEL FASYVOR SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM DANK
<br />SPAN. SCIEDIt.E l5 ACCEPTABLE FOR USE WITH
<br />AN OR NEGATEPOSITIVE LOADS LE99 D$ EQUAL TO
<br />N22. 'PA DESIGN LOADS.
<br />N. 'PA FASTENERS" ARE STUDS USED IN
<br />CONIUNCTIWE WITH ALL MOUNTING EXTRUSIONS
<br />('F•-TRACK, STVDDED ANGLE, ETC.), USE 6,25'
<br />OC, PANEL FASTENR SPACING TABLE VALUES FOR
<br />ALUM"• AND-W-HEADERS (INCLUOING BUILD OUT
<br />CONDITIONS),
<br />7. LINEAR INTERPOLATIONBETWEEN S
<br />ACCEPTABLE- OTHERWISE USE NEXT HIGHER LOAD
<br />.
<br />GLASS SEPARATION NOTES:
<br />1. ENTER SPAN SC11MUX WrrH POSMW QE53GN LOAD TO DEr"INE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED.
<br />2. SCHEOWLE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY.
<br />INTERPOLATION BETWEEN LOADS US ACCHtAGUE OTHERWISE USE NEXT HIGHER
<br />LOAD.
<br />3. FDA INSTALLATIONS OUTSIDE OF THE HVHZ MID OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION
<br />SCHEDULE IS MDT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS REQUIRED.
<br />1
<br />kY VARY)
<br />' �`
<br />�u01.
<br />`"yt-•
<br />MAXIMUM ALLOWABLE "
<br />F1
<br />DESIGN PRESSURES
<br />O SH
<br />AS NOTED IN DESIGN
<br />spa �L3Lesp
<br />DESIGN NOTEEpS
<br />^'
<br />POS AND ME
<br />FOR, W5TH MIS GHALL BEDETERMINEDARID
<br />f ism In
<br />BE T)1I55'YSTE
<br />SS�EEPyyA�RAA(�FEry BNC'.iN NG IN ACCOQRUDANCE WITH THE
<br />APER
<br />DEENGCCODAES.SHALL
<br />q
<br />tTWE
<br />Iw9pETE
<br />DA BU BE
<br />Gq €�QQtkALTO7}{E PQSITIyE OR NEGATN€ DESIGN
<br />PRFSSIIRe CAPAC[T`r VALUES LISTED HEREIN FOR ANY
<br />ASSEM6LY AS SMCA1rN.
<br />m
<br />GENERAL NOTES;
<br />TMb SPECIFICATION NAS BEEN DES1IGG1Ny1�� AND SMALL BE FABAICKrID IN
<br />PLORWANUILMMCk
<br />atW
<br />( did
<br />ECCDRDIWCE IYEn(THE g1tEEppV1REMFNi90PTHE E
<br />AYFIreN fpTT1OM fZ0iDD FORIt",Elmme ANDOMIr1E OF THE HVHZ DER,
<br />( w�Q
<br />fA6291.2O2.AMD 03 T PROTOC'OIS. CONTA)KTdt FHMLIaVE5 OM
<br />CONFOI17I4i TO ALL Ip{AL eUItDIN6 CODE ANENOIENTa W MFCH MAY
<br />=U1D
<br />Y. D6ga CCRM11T[N7A aMIND AS STATED H[RQN MAY REQVR1
<br />131tIMFBUNG.
<br />(/S
<br />M20"70NALSTT&9PEC3FIC 6E1KE0
<br />t No'."... IN CREASE INRLLOYIAYLE GTRESSNAS KEEN USEDIN TN6
<br />IE6RRN OF THIS SY$TEN
<br />1. THE ARCMT7ECT/ENDIMEER OF RECORD FOR THE MC7ECi
<br />PRMBTRUCTURE WITH WHD[N THEE EES5NNEtN IS U,SFOBNA1L OC RC6►aNfhitL
<br />T)R THE 3NTBORTTY Of ALL SOPPtMTlpDG &URtACES TO THI6 DESIGN WHICH
<br />0
<br />-al
<br />JI,ILL COE3M91MATE0BYTMEPEANITTINGCCNTRACTOR
<br />t. SEPARAT 'SnS-LP[Cu7C 9 CN@h[[RIN65HALL RCR A2D DI
<br />x1DRT0 DMNTE FDLON LOAD& D! CTIOrJOR.SPANS EY7 [0
<br />Q
<br />IRCj
<br />,BIEIN.CDNT SENGTN Flrt ALii'IWA SPAN reI U NS AS
<br />NAY sliteQUIRt p.
<br />T THE'SYN"V.AILCDH arm 6G!`rm.110 O06 NOTPRENT
<br />,q
<br />NFORNATION pall A SPCC7F7C Sn'E. FOR 6IT[ COMDIT[fIN6 OUTMiT FROM
<br />RIE CaaND1TTONS OaTMLEO HEREIN. A LICENSED ENDlNEER OR M1w4"TtRED
<br />W T9Ep
<br /><
<br />a
<br />AtaT1ITKiSH ALL, PR99ARF ATE SPECIF3C DOCUMENTS FOR VISE IA
<br />AIUN[iON YmM THIS OOCUMCI4T
<br />i. DfSiGN PR66aUR6 NOTED HfiR19N ARE 9ASED ONMRXIMUM TtSTED
<br />5C
<br />A
<br />'RRSUREi DTVItl6O aY A 1.{ SApETY fACTOA,
<br />O pE }L P1.OA dR[pT18L SAE�LAD311N1E95 NOTEDRWISLLtif
<br />,ALL FSTONA
<br />CADMTUM•ttATERWE
<br />ONIOR1AL ANDSHJIL'COMlIY TTH '"SPECiAMN,5RALUNNeELTYON138Y
<br />THE ALUH NUN Aa9AttON, ANRAIA 6TAE AND/OR COCAS CODES.LS
<br />M.MALL
<br />SNALLHa14taNI STttL
<br />CONFORM TO RSTM A633 SFRUCTUNALQtIRI1TY
<br />>'r124 00aALVPM12E0 CORTING WITH A N]NINNM Wa1 K6L
<br />0, ALL ALUrBNUN'EKTRUEION6 SHALL aE60fi}T6 LUMiMUM MAO/,
<br />lNL1S5 NOfEO'OTNFRVYleE
<br />'C
<br />FfD(0 HERETO VA[IOATE6 9TRIICTURAL DESIGN AS
<br />NIS SPECTFICATK7N NY WRITAACTOR, OL PL
<br />IIARMII'SS TINS ENO MISFOR ALLCOSTf DAMALSRS
<br />6 APPe"TE FEE& RES41LTI NG F1ON rMT811AL
<br />FRO ON, L CONSTRUCTION. PRACTICES aEVOHD THAT
<br />9Y LOCAL STAR, A,MoERN. CODISt 6 FIIOM
<br />�LV PRONlXO HBietl ND AOOIOONAL
<br />PYUTATLPNs ARE 1xTERCm
<br />NS, DR oTlrm MA0.1aff3 TO This oOEUMwIT
<br />N0 MVld3MT! THIS t]MT]FICATION
<br />PBIMAN BriLY IAaREDWITH,A PBNDMIM OF (1) LABEL
<br />ONIDA PRODUCr APPRDVALNUMBER
<br />2a-31543
<br />VISIT ECALC.10131643 ¢l�
<br />n:R9-'J fit; CCiItiT C'.1
<br />-�
<br />AKIY �I41R• .A kKN F+IAII-4=Y �i
<br />raj
<br />PAAALVr,aINLTJIW,Fa•PIR•4,Nwlc>9
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<br />MINIMUM ALLOWABLE SPAN SCHEDULE
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<br />16.0"
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<br />16.01
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<br />6
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<br />DISTANCE
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<br />6.25'
<br />10.3' 6. 5'
<br />711`
<br />x WNnu—. 41
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<br />9.1"
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<br />49
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<br />52
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<br />72
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<br />Res a3: TAPCON 41
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<br />L3" 41" 40'
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<br />78 fl' 7 e' 119"
<br />115•'
<br />100" 7.6' 613'
<br />4e
<br />SIR 52
<br />12.5'
<br />116W A7 7.8" 126
<br />Sb P' 77' 6.2"
<br />125'
<br />16.0" 7.7" 6;2'
<br />12,5"
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<br />l V7 MOW 13
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<br />10.0'• 6.4' 1,9' 623
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<br />1 a" 4.0 • 11"
<br />$419,3"
<br />38' 3"
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<br />uFWAII NINPI NAIr 41
<br />48
<br />6.
<br />11.5' 0.4" 4.1' b25'
<br />2" 15" 3:
<br />26`
<br />92 35" 3.3'
<br />IP.3" 4.1' a,8' a.25-
<br />9.2" }s" 3.
<br />61
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<br />4
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<br />69' ]25
<br />i60"
<br />14 6
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<br />125
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<br />48
<br />32
<br />72
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<br />15 Sb0"
<br />10.7 12 S
<br />160"
<br />121' 2. "
<br />0
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<br />125"
<br />36.0 SA,S^
<br />81' 12s.160"
<br />8 7 S.S.
<br />385
<br />.'
<br />16 ' 97" SIV
<br />A
<br />l25"
<br />L3.5'
<br />LY 5"
<br />16A ILO
<br />30 h SL1"
<br />1&0 95"
<br />7,0" I25
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<br />1
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<br />6:P^.
<br />0"
<br />8 A 9 ' 3 '
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<br />9 6" 6"
<br />125
<br />12 9"
<br />i2 S
<br />56'
<br />]&0 9 f0.0' AQ• e
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<br />16 A 5.6"
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<br />TAP CRa.*CfK' 41
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<br />72
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<br />12
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<br />16.0"
<br />16A"
<br />1
<br />9.2"
<br />2:5'
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<br />12.5'
<br />6. ILA"
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<br />36.fY 91"
<br />3,2.5.,
<br />12
<br />12.3"
<br />Ab '.
<br />1aIT'
<br />qtL'
<br />9:1"
<br />e:l"
<br />12 5
<br />72 S'
<br />125'
<br />A7
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<br />3"I 83
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<br />9.9 12.5
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<br />A` a.25
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<br />A 7' 4.0"
<br />62S`
<br />12.a 4.7 4A"
<br />L2 5'
<br />i4,2 33
<br />4.7' 62C
<br />12 3"
<br />♦ 7" •!-
<br />f 83"
<br />12.9' 4.T 4.P"
<br />6M'
<br />12.3" 41"
<br />AO" 629'
<br />323"
<br />4 " 4-O"
<br />p2T
<br />12J' 4,J' 4.0'
<br />ANCHOR NOTES:
<br />1 ANC-40R SWEDULE APPLIES TO ALL PRODUCTS MRT19ED HEREIN, BUTONLY PROVIDES
<br />MWMM ALLONABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SRMS AND PRESSURES INDICATED
<br />IN SP/d9 SCHEDULE SWILL APPLY,
<br />2 ENTERAN SC(EDULF BASEDON PANEL FASTENER SPACING 1i10R F , THE LTO NEG STRUCTURE
<br />IA4TEAlAL, B ANCHOR TYPE. SELECr DBSIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE GESFGN
<br />LA40 ON StltlTTER ANO SELECT SPAN G1IEATER THAN OR EQUALTO SHUTTER SPAM.SS.ECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHE 2 ONOFOD EC'11 ET PoRII7ENFIfICAn NW L3N TYPE .
<br />3
<br />3. "PAPE NETLY. ARE DS USED IN UNCTION Poll L 1TU110 M COW WITH NG74 EXTRUSIONSVALUESF ALL
<br />("F"-TRACx, STUDDED ANGIF, ETt) USE fi.23"O.0 PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL 111-4140'U'-HEADERS (I NO BUTLDOIIt CONOMaNs)
<br />4 ANCFg0.S SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACI.IRERS'REMPIN'ENDATIONS.
<br />5, HOLLOW BLOCK HOST STRUCTURE SMALL CONFORM TO ASTM C90 Wgm
<br />fi. MINIMUM ROOM" SHALL BE AS NOTED IN ANCHOR SWEDULE.
<br />7 MMMUH E 18JEDMENT AND EDGE DISTANCE EXCLUDES STUCOO, FORM, BR1CO" AND EITHER WALL.
<br />FINISHES WALL FINISHES SHALL BE LIMITED TO if t" MAX 'OR.SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRAN5PEFL LOADS TO HX $RIr.TURE.
<br />B, CONCRETE ANOHpFS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY.
<br />9WHERE EXISTri4G 5T12UCTURE 16 WOOD FRAMINGr E3T5TING CONDITIONS MAY VARY, RELD
<br />Vi5UI`YTHAT FASTENERS. €]NTOA ATE d/OOD fRAMING MEMBEBRS
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SmE CLOSURE PIECES, `NOT PLYWOOD. FASTENING
<br />10. WHERE ANCHORS` FASTEN TO NARROW FACE OF STUD FRAPBFIG, FAST1'.PE:R SMALL. HE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4. 1 MIN. ) WOOD STU D ('>a' EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOODSTUDSH6LLBE "SOUTHERN W E`G-O.SS OR GREATER DENSITY, LAG SCREW
<br />SHALL HAVE TH OU IPS PAN HEAD OR HEX HEAD,
<br />It REMOVABLE ANCHORS ARE DEWALT PANELIMTE, ALL -POINTS SOLID -SET a BRASS BUSHING
<br />L2- MACHENESCIRfWS SHALL HAVE I(2'MINIMUM ENGAGEIMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HFAq., CR WAi ER HEAD {SFDEWALK BM-) U-N.O.
<br />13, MINIMUM EMEND 1ENT AND EDGE DISTANCE EXCLUDER STUCCO OROTHE11 WALL FINISHES.
<br />34, OEDIGNATES ANCHOR CONDITIONS WHICH ARE HOT ACCEPTABLE USES.
<br />L5. 1(c DIRECT MOUNTING (:DNDITION5.
<br />LE. LINEAR INTERPCLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SQ,EDULE5 LISTED ON
<br />THIS SHEET
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<br />SHEET NO.
<br />SH 1.5
<br />
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