|
O
<br />G
<br />END CLOSURES DETAILS I OR INSTALLATION IN POURED CONCRETE.
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE
<br />E-Z HANG STORM PANEL(f) SYSTEMS
<br />SAFETY &
<br />-I ,.. 1
<br />1.
<br />;\ ; .1__POURED CQNCRM
<br />ij OR
<br />'�
<br />( •© Y x Y . 3' ..ar 31m n-14 on
<br />9063-n AUD, Can.^Wft .
<br />VS�iI
<br />1/. 11/2' ANGLE WINt (4.4 • 13/4 P
<br />TAPCON • 2 O.C.
<br />- _
<br />1 Mfn.
<br />POURm CO+CETL W41C1E1E
<br />votAm I I/4Y . 13/1' T.1/COM
<br />.A 1 O.00a W 2 „OCO FWAUE` 2*.e *T[ MU7 1/2' 1 �'>
<br />E �,i 1 �___i'''JJ�. OR NKIIa O tz' G. W.'r
<br />A[aAiED i'M' W000 1Y4Nf ® •Ft
<br />1 \ S' AW
<br />REAUIIm 1 \il,
<br />., ?�/��
<br />/ ,
<br />11 1 1
<br />GiIF RIN[t- 1 •/a', . i !/1' I - T• 1_i /
<br />-''- ANt>OR I TEINATE LED LOCATION
<br />2' e Y R .OSS' m
<br />(..,5 • 13' O, C. VARIES 7. ; Y a 5• • .OSr EOM. I
<br />1,
<br />r Ma f34 L as y{ I ALUM. MALE ON
<br />2j1 I AN, 3106-N154 SIREN POURED L'ONCREM CONCRETE
<br />_ _ _ �'
<br />Y a 4' a .1ffi' 4 ,_� _ 1 1- tom' THEM 'YIM. EM NMtt BLOCK ON YN- WOW FRAME
<br />1 -N1. bk- 1 ,� !�' (If REOIwtCD
<br />//�
<br />-T 2 s0e3 6 MLOV ti. - l
<br />\ �' Nea. /
<br />EOM. MAY• ArRXLE { W^ 1
<br />4:r.:!•
<br />_J ,
<br />IAOA GAP
<br />aN e063-5-7
<br />a'.a04i _N'.Y. ON
<br />,Y OC- Q-t
<br />MI4
<br />W/i,C1PM Cent Mun. ANTE
<br />W
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4'-T' SCALE 1/4--1- SCALE 1/4'-1' SCALE 1/4'-1
<br />--. 1 S0.10-SET OR CMn-M
<br />(00 AWE
<br />1 FauMo WNpBT[„ EpSIR1O tlsf A-tEMAIE O
<br />1"' I- - I . 1 OR WHCRETE 9LOCN -7bP, am ON PANDMATE P1N5 (S�
<br />��
<br />IOUIIED coNGK7E q1�\ a f / �`� \ a•.4• waoD smcs oPOHaNc sCNE01RE ON 7H1EETi
<br />- (INN PAME1. COHA`RETE 6IDLTt blf VARES� O �f FRAME IIEaLINED AS NR1OtlfE 10 6 r)
<br />_OVERLAP 2 FeAAE5' L1eI �j
<br />IYEYL
<br />1
<br />U►EN"0 HMO. PORED CONCRETE. COICRnf ��, ,:: i.,- ;i .:.,
<br />KWK FRAME tl
<br />5 ` OR 2%e WOOD I -
<br />1wOtNED :'�I / I
<br />�//i - t 14 ;31.- uz /
<br />1.4-j
<br />-
<br />-�//��
<br />.I vARIES i
<br />V' •`'/ �® :"i, ``� 1,1 >R°U fG,7 EL FRONT PARALLEL TO
<br />i �J «ALL (NEVER CVr Eta) MNEIj
<br />_
<br />X . ao. DISTANCE �i�7FJ I fm.>
<br />N _ �-,..G ,.__ ,._.1 ,.,,H4HNNN. CASE G (PLAN)
<br />s! �' NNON�R.".P A. TIT,
<br />,�!� R....
<br />\ / Nn4,�c i Wad •,�[/j SCALE 1/4'.1"
<br />VALID FOR MOUNT INSTALLATION ONLY R
<br />DIRECT
<br />�t RYr.rPc ir"�:.•''VCvq .••'91.
<br />F S CERTTFIED PANEL INSTALLATION AT WALLS W/
<br />3 No. 44167 S.• SURFACE EVEL VAR ATIONS Vane" 3/4
<br />*
<br />( * . * F
<br />1 FLORIDA BUILDING CODE Nan fth Velocity Horricone Zone
<br />CASE E (PLAN) CASE F (PLAN) _ -. g� 16R0° M. 24 RAGE GALVANZ2D STEEL STORY PANEL
<br />SCALE 1/e-1' SCALE 1/4•-1' s 0,e f(ORiD4'-.••��, oYAN Nm
<br />�`°, s'/ ILIE C O IN,. Wft PROTECTION PRWUCTSF U.c. °'/"a, '°
<br />INN", .. ` 11LLR R OOMPA4/0 .Bm u. 51 snw
<br />r ��i/7.9`3 1111. �. i i 1�e W�F ]nA -IL R 3"m
<br />% - am r, Z "r 1M n1H,E (i4)Soe n4a, EA: (a64MK-Nn7 20-175
<br />C4-=T1. N,�,u l�n., OM1NNa Na
<br />PC 4M/SaMtl1NC/W1E WATER A TW A,.. PE Y N-W OMaI . a n
<br />NI
<br />(VALID ONLY FOR PANEL iQINSTAUATiONS AS PER AL-ERNATNES 1W THRU 4W ON SHEETS 6 B 7)
<br />MAX. A.S.O.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P.-J.)
<br />MAXO M ANCHORS SPACOO FOR ED. - AS SHOWN ON SHEETS 6 a 7
<br />APP TLICOABLE
<br />tt TO
<br />I IL Arf/
<br />C8M91RA110N
<br />OF THEM
<br />LM%NA Y
<br />PINNEI
<br />LENOH 4
<br />'L•
<br />(IL,)
<br />TAPCON
<br />LAG SCREW
<br />PANEUWTE
<br />FEMALE 0
<br />PANED ATE
<br />PLUS
<br />WOOD BUSHING
<br />13'
<br />,3•
<br />Ir
<br />13•
<br />".
<br />W (TOP)
<br />13.
<br />Ir
<br />13•
<br />Ir
<br />13•
<br />Iw 00"aw)
<br />6 1/2'
<br />6 1/2•
<br />6 1/2•
<br />6 I/2•
<br />a I/e
<br />2W CRIP)
<br />_
<br />_
<br />8 1/4'
<br />12 1/2-
<br />6 1/4'2W(BOY111)
<br />5'-0'
<br />OR
<br />- I`
<br />'L---I
<br />-r---
<br />- e.-
<br />-
<br />(TOP)
<br />--
<br />LA''
<br />- --
<br />- -
<br />!•
<br />----
<br />(BOTTOM)
<br />73'
<br />13'
<br />t3•-
<br />IJ'
<br />13_
<br />(TOT')
<br />a5
<br />LESS
<br />tY _
<br />_ t'• _
<br />_-_ 13'
<br />13'
<br />1r
<br />(e0n.)
<br />13•
<br />13•
<br />13•
<br />IS"
<br />a I/2•
<br />W (TOP)
<br />13,
<br />13'
<br />13'
<br />13•
<br />Ir
<br />IW (BDN)M)
<br />6 In•
<br />6 Ile
<br />6 IJY
<br />6 IJY
<br />6 ,n_
<br />(TOP)
<br />e t a•
<br />1 /
<br />2 2
<br />B 14•
<br />BOTT.•
<br />yoc
<br />4 1/2'
<br />A• -
<br />6 t/Y
<br />6 Ile
<br />-
<br />(TOP)
<br />14'-4 •
<br />4 IJ2-
<br />4 7/2•
<br />7"
<br />Y
<br />-
<br />-
<br />Jw Om7TOul
<br />,0 1/2,
<br />9 Ile
<br />_ 12'
<br />--12'
<br />4'
<br />W (TOP)
<br />-.-13'
<br />IT
<br />-/3•-
<br />- 13'
<br />`..6i/Y
<br />(BDRDn)
<br />• SEE TABLE /t FOR MAX. A.S.D. DESIGN LOADS a MAX. PANEL LENGTHS WHEN SPACER 1�, IS
<br />USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8
<br />MAX. A.S.O.
<br />DESIGN
<br />PRTH
<br />ESSURE RE
<br />(PA".)
<br />MQOMUM ANCHORS SPACING FOR E.Q. - AS SHOWN ON SHEETS 6 a 7
<br />APP
<br />TERNALICABLE
<br />/
<br />G,OMA ANYF THEM
<br />MAlI"
<br />PTIVES ANEL
<br />-0
<br />(N.)
<br />TOICON
<br />LAG SCREW
<br />PANELAMTE
<br />FORME to
<br />PANELAMTE
<br />PLUS
<br />WOOD BUSHING
<br />Ijr
<br />13'
<br />13,
<br />it
<br />13•
<br />Iw (TOP)
<br />13•
<br />Ir
<br />,3 '
<br />13'
<br />Li-,w
<br />(SOUGH)
<br />6 1/2-
<br />6 IJY
<br />6 1/2-
<br />6 1/2-
<br />6 1/Y
<br />2W Dom
<br />.45. -45
<br />W
<br />475, -75
<br />_ -
<br />- r -
<br />-
<br />n
<br />_. 13'
<br />-
<br />6 I/4-
<br />- I. - -
<br />-
<br />e
<br />12 t/2'
<br />- r
<br />-
<br />r
<br />6 Ile
<br />- _--
<br />- -- --
<br />_ ___
<br />I!•
<br />--I
<br />Ir
<br />(901T.•)
<br />_ �._.
<br />S''-O•
<br />OR
<br />LESS
<br />- 7 1/Y
<br />It.
<br />J,Y (BOTTOM)
<br />BO --
<br />_
<br />_(RIP) -
<br />ii (BOTTO)
<br />_- tY ..
<br />- 13 _
<br />-
<br />-1-1J• __-
<br />13'
<br />13,
<br />,J•
<br />17 ---
<br />IY
<br />'
<br />13*13,
<br />Ir
<br />to'
<br />1W (top)
<br />lY
<br />13'
<br />13'
<br />1r
<br />6 Ile
<br />pta (BOTTOM)
<br />a 1/2•
<br />6 Ile
<br />6 IJY
<br />6 tn'
<br />6 1/2'
<br />21F (TOP)
<br />-
<br />-
<br />6 1/4/4^-
<br />12 IJY
<br />5 1/4'
<br />(9DTT.•)
<br />>5T'O�
<br />4 I
<br />-_7 1 2
<br />7 1 2•
<br />-
<br />(70P)
<br />r
<br />5 2 '
<br />e•_
<br />e
<br />Jw (BOTTOM)
<br />)
<br />13•
<br />12'
<br />_
<br />13'
<br />- 13'�_.
<br />_
<br />S 1/2•
<br />B (TOP)
<br />13'
<br />1}'
<br />1J•
<br />13•
<br />TO•
<br />4W POTION)
<br />• SEE TABLE f t FOR MAX. AS.O. DESIGN LOWS a MAX. PANEL LENGTHS WHEN SPACER 4R IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />7E &LA
<br />a
<br />ASD. DESIGN DAD
<br />PANEL
<br />LEIIHiH
<br />40 PSF OR L.SS
<br />6'-a.
<br />> 40 PSF TO 50 PSF
<br />W-2•
<br />> 50 PSF TO 6) PSF
<br />W-10•.
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE gLNA LE ID OR PANEL MATE PLUS
<br />ANCHORS a W/"5'+IT Mwh, 1/2. O.C.
<br />l
<br />3 .. �CENS -. .
<br />:.JXTE
<br />4167 =
<br />OF �c--
<br />"%$OF •.R1D'. J /��
<br />hi•0_...•,uV-
<br />YQD'0 1E0p
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />WANT W.
<br />mom PROTECTION PRODUCTS. U.C.
<br />" °
<br />i LIE CO... .
<br />4em ". 6+ saw
<br />0.w. R =I.
<br />R46 (°•A)ai-7W. FIX: M.)@"-Nm
<br />am
<br />.0- a a., -X R Ana.
<br />am ---.-;a .-IMP
<br />20-175
<br />r
<br />!QT +1 R to
<br />SM-I I4O1 A...V
<br />INSTALLATION DETAILS
<br />INTO POURED CONC
<br />1/{•0 T,1pCON POANEO
<br />ANCHOR O f 0.0 � OR
<br />/. CONCRETE BLOat
<br />CONCREQUIRETEED.
<br />FOR LIFE SAFETY PANEL
<br />TE BLOCK STRUCTURES
<br />I/ev TA",--- _ -
<br />ANCHOR O 9 DID
<br />i
<br />' ,,
<br />C1)
<br />OSnNC, POORER
<br />CONCRETE BLOCK
<br />BLOCK
<br />IE01NfED.
<br />r
<br />�\
<br />/ . Vr
<br />v
<br />j -
<br />�12
<br />2
<br />1
<br />rot /!
<br />/
<br />I
<br />I
<br />1
<br />1
<br />,l
<br />vr.-26,t•
<br />..UNIX@
<br />/,
<br />(*V
<br />I
<br />IO.nI aW, 7-n
<br />(
<br />I IL• Ma-,
<br />PANEL Unmoor
<br />� A.
<br />- -:.-_ Y _
<br />- ___i._ _ _
<br />..I
<br />(SEE ELEVATION
<br />i' Lin
<br />1 I
<br />ON SHEET t2)
<br />EXISTING PauacD EDo
<br />CONCNCRETE NM
<br />CORETE swat
<br />REQUIRED
<br />tj4.0 PANELAMTE PLUS __.
<br />ANCHOR O t2 1/Y 0.0.
<br />ui WEEiS ,S R III FOR ANCHORS 171E . SPAOrO FOR
<br />offmu.Nnows Nm wo9D PRIME Kmnw&
<br />WOMAN 410OR SPACIAM AND MI ANyy 001 OWIAMM
<br />ARE MauTOD ON TM SCHEDULE. FOR E.D. LESS TWIN
<br />INDICATED ON WMI E REDUCE ANCHOR SPACING BY
<br />14tATIPLYW 1PAOHO 200 ON SCHEDULE BY M
<br />FOLLOWING FA F M Fat INS OPOWITTON TO IE PaRKL
<br />REDUCED SMp16 OBWAM UWNC FACTOR SNALL NOT BE
<br />LESS THAN NINWM WycM MUCKYED FOR EACH ANCHOR
<br />TYPE ON I" 9CWONL
<br />I/e.
<br />AOMoa rat,/Y•
<br />Aildwd
<br />falYel NOW WOON HWS
<br />3
<br />3
<br />-.WW.AA TOY ON..AM a.)
<br />]
<br />3
<br />.iARBO.I 10.111-000
<br />3
<br />3 ITT
<br />eDRNt M mwQ OW
<br />FamRIR
<br />1 In
<br />e36 -
<br />_
<br />31 .. _...
<br />- -�
<br />0A0 1.m
<br />- --
<br />=1 Ir
<br />___.
<br />I _
<br />( IJY 1/4•
<br />4 1
<br />ED.-1
<br />%r
<br />%, ;
<br />-O
<br />I , Wn !
<br />9-SEPARATION I
<br />I ro tBn6s i I --
<br />a _
<br />a R
<br />I I
<br />I
<br />l MAI
<br />e - I
<br />Y 1
<br />A 6' PANEL LENGTH
<br />(SEE ELEVATION
<br />tl I
<br />I ON SHEET 12)
<br />III - T
<br />__.-_ ..I
<br />I I
<br />IT
<br />�-L
<br />P -1__
<br />!f
<br />, i
<br />•
<br />I -
<br />1
<br />6'
<br />_ •
<br />I
<br />1
<br />CONCRETE - -
<br />CONCRETE BLOCK h N
<br />- -
<br />REOUIRG. j. 'j, 1
<br />00-
<br />_ 1 I
<br />. .
<br />; ^-
<br />1/4•0 PANELMATE P 'S
<br />-- `
<br />ANCHOR (BEYOND)
<br />WALL ll3UNIiINGS
<br />P� 'u-ENS&* ..T�''s,
<br />FLORIDA BUILDING CODE Non High VeloWr Hurrieans Zan
<br />*' * ' * i Oe"0 n'"0 at 24 GAGE GALVANIZED STEEL STORM PANEL V.P.
<br />2
<br />0M"A er
<br />STATE p�� - , Q W/V/Uw
<br />`�$, STREET
<br />F It R)0* — / �---' I L E C O ,»c. GLOBAL PROTE ON, DUCTS. UJC. OME.
<br />/OM�L f(, 1M. R, - 3M. wAr.a�.. R sew " 2 3R1A 20-175
<br />'VIP .44 wMO.. , w m-,4W -. DIN m_,a 1-4: (1M)Ni rl-4 FA3: (M)Fea-e»7
<br />NNNNMMMLA ^+ - r.� s.. Rr� alMaw w:
<br />PE ffK/9WMAEJatE H•A-o0i719 -,... ..
<br />4Nl1EPl A /YLR 8.. PE. .. .
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR_ SjQRM PANEL Ct i INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL01 INSTALLATIONS AS PER SECTIONS 1 THRU 5. ON SHEETS 4 a 5)
<br />MAX. A.S.O.
<br />DESIGN
<br />PRESSURE
<br />IAX9AW /N(2OR5 SPACING FOR W1 ED. PER SCHEDULE BELOW
<br />ATOPPL10NaLE
<br />°
<br />MAIOWY
<br />PADL
<br />LENGTH
<br />!
<br />�N,)
<br />MAX. A.S.O.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />MAGNUM ANCHORS SPACING FOR M" ED, PER SCHEDULE BELOW IN
<br />APP4Jd9E
<br />HNAOM,M
<br />Poe
<br />tE1rOn+
<br />)
<br />17WCpN I.IG-SET
<br />SORATING
<br />PAIE3JIhFEMALE p
<br />P tt
<br />PLUS
<br />7AWC-MATT"
<br />Gtx-IN
<br />TMCON
<br />SOLO -SET
<br />E D
<br />tt
<br />PIUS
<br />YAMC-NNLN
<br />GLK-W
<br />a �•
<br />,-a
<br />lk
<br />mIV
<br />O"went
<br />m
<br />m
<br />m
<br />w
<br />OOtxRBaMtIOu THEM
<br />To
<br />m
<br />W�13
<br />m
<br />m
<br />CONCRETE JIMIRIL
<br />W
<br />�TION
<br />443. -45
<br />LESS
<br />,!'
<br />1J'
<br />I]'
<br />IJ•
<br />13•
<br />73'
<br />Ir
<br />iJ'
<br />13•
<br />17'
<br />13'
<br />,J'
<br />1
<br />5,-6•
<br />OR
<br />LEA
<br />r �-45
<br />.85, -96
<br />i]'
<br />13'
<br />,3'
<br />Ir
<br />13'
<br />Ir
<br />, ]
<br />tY
<br />13'
<br />IJ
<br />1 1/2,
<br />1 2
<br />/
<br />t (roP)
<br />5'-r
<br />on
<br />�
<br />13'
<br />Ir
<br />13'
<br />13,
<br />13•
<br />13•
<br />tr
<br />13-
<br />Ir
<br />13'
<br />13•
<br />13•
<br />1 (BOTTOM)
<br />13"
<br />tr
<br />13'
<br />is'
<br />lY
<br />Ir
<br />13•
<br />lr
<br />tr
<br />Ir
<br />11 I/2
<br />1 (BOnOM)
<br />tr
<br />13'
<br />Ir
<br />,r
<br />13•
<br />Ir
<br />13•
<br />,3'
<br />13'
<br />13'
<br />tr
<br />13"
<br />2 (TOP)
<br />13•
<br />Ir
<br />13,
<br />1]•
<br />Ir
<br />13'
<br />13"
<br />it
<br />13'
<br />13•
<br />11 1/2
<br />2 (TOP)
<br />1S
<br />1!'
<br />/S'
<br />IS•
<br />Ir
<br />I3'
<br />13'
<br />,J'
<br />-
<br />U'
<br />t!'
<br />,r
<br />tJ•
<br />2laorTaM)
<br />1]•
<br />1 Y
<br />1Y
<br />tY
<br />1 r
<br />1•
<br />3
<br />1 r
<br />1•
<br />J
<br />1 r
<br />i 3
<br />Ir
<br />!
<br />11 1 n
<br />1 (BOTTOM)
<br />1r
<br />13_
<br />Ir
<br />T3•
<br />13"
<br />tY
<br />13-
<br />13•
<br />13"
<br />13•
<br />1r
<br />tr
<br />3 (TOP)
<br />Ir
<br />13'
<br />13•
<br />Ir
<br />13'
<br />13-
<br />Ir
<br />13'
<br />17"
<br />13,
<br />43'
<br />11 1/
<br />3 (TOP)
<br />-
<br />-
<br />12 1
<br />12 IJ2
<br />6 Ile
<br />6 1/4'
<br />2-7J-7=...
<br />If.
<br />-
<br />-
<br />6 Ile
<br />6 I/A•
<br />3 (BOTTOM)
<br />-
<br />-
<br />li in
<br />12 1/2
<br />6 Ile
<br />6 Ile
<br />12 1/2
<br />12 I/2
<br />-
<br />-
<br />6 1/4•
<br />6 IJ4•
<br />] (BOTTOM)
<br />r
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<br />ST SHIRT ,t NOR A ue" Tm R wmm FOR OwAuAtad MTO Am Fees flRtmms.
<br />IF MIMINIM ANCHOR MOMS AND NOMWM EDGE OSTAIli ARE 04DU D ON THIS SCHEDULE FOR LD
<br />Ur36 IVAN 49MATO ON 6CNEDWi REDUCE ANCHOR SPACING BY YIILRPLYOO SPACING SHOWN a.
<br />SCHEDULE " T,E FOLUORIA FACTORS. FOR TWO OPERAtON TO K POSOLL REDUCED SPACING
<br />O,NN ED UMNC FACTOR SHHA L Not BE LESS THAN NN MUKA SPACING R00%TES FOR EM• ANCHOR TYPE
<br />ON THIS SCHEDULEANCHOR
<br />IJY'.
<br />/Jai
<br />I/4S
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<br />=
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<br />» SPACINGS ONLY VN)O WHEN SLENGRN� IS USED. SEE IWE jl FOR MAX. AS.D.
<br />DESIGN LOADS a MAX. PANEL LENGTHS WHEN SPACER iEIj1 IS USED.
<br />3' MA(.
<br />D.M.-W. , rw.
<br />- - - - - - --- --- ._ - - --- --- - ----- - - ---
<br />- -- - --
<br />�Drh}
<br />0 O O O O O C
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<br />par I1A
<br />A$0 DESI' LOAD
<br />MAXIMUM PANEL
<br />LDIGTH
<br />40 PSF OR LESS
<br />6.-S.
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />5-10"
<br />A MAX. PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS a W/ SPACER AT 12 1/2. O.C.
<br />.- ----_---..ANCHORS (SEE SECTIONS A ALTERNATIVES ON SHEETS 13, 14. 15 &to)--- - -. -- --- --- -
<br />roR-WI3. R-2A\/13, R-SA/14, R-111/I3, 11-211/13. R-36/14, 3 Nam.
<br />"R-tAW/15, R-2AW/15. R-3AW/16, 10-R-low/15. R-2BW/15. R-3BW/15. I 14 '
<br />L/2
<br />i 1/4'1-20.1' SS. BOLTS W,�31 - I t•
<br />(USE FOR PAN LENGTH PANEL LIT.
<br />i I OVER T-6.) ,
<br />REGULAR STORM PANEL _ I REGULAR Sr�RM EL 0. P
<br />-- (W/ OVERLAP MID PANEL U34M BOLT)
<br />- -
<br />LIFE SAFETY PAM! i I r-6• W ♦50.0. -36.0 P.R.r
<br />. _ - _ . , - _ _ - 1.- _ - (W/O OVERLAP LOD PANEL LENGTH BOLT)
<br />A _ � 1/4'#-2MI A USE 2•-r M". PIND. LENGTH
<br />'� _ _ _ , _ . , . ... _ _ _ .. _ - _ AT ALL MOUNTINGS
<br />' _ • j Ss BOL15 W
<br />.. _ �_..-- .. __
<br />_- -_.. _ _ - - __. . r _ _. _.... - _. __,s.--__ -
<br />6
<br />A t� I 7
<br />i9 ,
<br />4 -
<br />- -
<br />D.M.30, It ' PANEL BOTTOM CORNERS :. X O yr I I .
<br />-- ---- -OVERLAP- -a4aoAP-'I
<br />--
<br />or O W"G NUT AT __: EXTERIOR WING NUT AT
<br />r v LEFT PANEL i�/iN3E� ... -- RIGHT PANEL 3' WX: 1 INSTALLATIONS ONLY VIVA FOR MNO
<br />I' MN. - R-1A/13• R-2A/13. R-3A/14, R-19/13. R-26/13. R-36/14. I• MIN. SPEED UP TO I70 m.P.h.
<br />R-tAW/15. R-2AW/15. R-3AW/15- R-TRW/1S. R-26W/15. R-3RW/16.
<br />_- _.. - -ANCHORS _-ANCHORS (SEE SECTIONS R ALTERNATIVES ON SHEETS 13. 14, 15 R16) .. . - -
<br />1/4 WX (HIP
<br />LIFE SAFETY STORM PANEL (l) ELEVATION (t)
<br />01 SCALE 1/4•-,-
<br />STORM PANEL (INE+ OHE18/P -1 mOLE VALLEY) REGULAR .
<br />PANEL
<br />___ ___ _._=_ P _- _ _ _..._ ___ _ ___ _ _ _ -__ �4 _ __ _ ___
<br />MAX. aAv � /1 1
<br />3-- -Q - -_ - - - = J� ✓9-
<br />�' ' v
<br />c
<br />Arc i# i i m
<br />LIFE PANEL s III, '*a FLORIOA BUILDING CODE Nan High Vo1ocity Hurr(cam
<br />EXTERIOR>F •., ORI'oil'...`...
<br />A •:'.`24 GAGE GALVANQED STEEL STORM PANEL ON,SECTION A -A �II L E C O'"aEMONINCOMeN' AL PROTECTION MDUCTSI ITC. "A,
<br />SCALE 1/4'-1• P/! 2J AI,N W.-m — MWl —
<br />INTO. ow O1--. :OAq--+O1 IMaIL(BIR)"-7Yq rA: M4)aR•N97 20'
<br />INSTALLATION
<br />DETAILS
<br />INTO
<br />FOR LIFE SAFETY PANEL
<br />WOOD STRUCTURES
<br />(1)
<br />.
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<br />PAWL LENGTH 1
<br />• -J (SEE
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<br />n ro G1A55. I V2 N T°-� o a ASKS
<br />III
<br />I Y--SEPARATION
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<br />- - PLC - • -- — —
<br />-1 - T
<br />slim
<br />0LlFEESSAFEiY PANEL
<br />WALL MOLNTMGS
<br />SCALE 3/8-1-
<br />VOIRVEGMAR PANELS
<br />O LIB€ SAF�fYj9L
<br />WALL MOLUMNIGS
<br />•ENS .........
<br />••..
<br />3...
<br />FLORIDA BUILDING
<br />CODE Non High Velocity Hurr)eone Zone
<br />$ • 44167 ,' s
<br />t°"01f'110I M. '
<br />24 CAGE GALVANIZED STEEL STORY PAMELBMW «.
<br />1. NSTALIATtON ORE ONLY VALID FOR O.S.D. DESIGN
<br />PRESSURE RATINGS (p.s.1) AND PANEL LENCTNS AS
<br />PER ELEVATION ON SHEET 1L
<br />SHE
<br />I * : * ' *
<br />i3 .Q STATE D -
<br />A�
<br />I L E C O ,»9. AL
<br />--
<br />PROTECTION PRODUCTS. LAC. WE
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />y�• __..
<br />1 -
<br />48M S.W. 51 NWAV
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />DENSITY OF 0,55 OR EOLW.
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<br />MAXIMUM A.S.D. DEMN PRESSURE RATING (Q.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING Z
<br />SCHEDULE FOR REGULAR NORM PANEL n INSTALLATIONS INTO CONCRETE A( CONCRETE BUCK SIRUCTURES 7 11�
<br />(VALID ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS 1 THRU 5. ON SHEETS 4 k S)
<br />/1
<br />MINA A.SD.
<br />OESOHf
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<br />RATING
<br />MAXIMIN ANCHORS SPRING FOR AM ED. PER SCHEDULE BELOW
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<br />NAOMIIM HONORS SPACING FOR MN ED. PER SCHEDULE BELOW
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<br />11•
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<br />13'
<br />I
<br />Ir
<br />Is'
<br />Ir
<br />13"
<br />12'
<br />13'
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<br />♦770
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<br />6 1/2
<br />7 in"
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<br />4 1/Y
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<br />51-6'
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<br />11•
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<br />13'
<br />t3•
<br />13•
<br />13•
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<br />Ir
<br />12•
<br />Ir
<br />10•
<br />I (00T10M)
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<br />6 1/2'
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<br />13-
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<br />73•
<br />9•
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<br />13'
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<br />13•
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<br />IS'
<br />to-
<br />2 (BOTTOM)
<br />Ir
<br />7•
<br />13'
<br />iY
<br />,r
<br />9 1/2'
<br />13'
<br />9 1/2'
<br />0 IJY
<br />7 tn'
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<br />6 1/2'
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<br />Ir
<br />13•
<br />1r
<br />9 1/2'
<br />13'
<br />f 1/2'
<br />10 1/7
<br />7 Ile
<br />13'
<br />a•
<br />3 (W)
<br />-
<br />-
<br />t2 I/Y
<br />tt 1/2
<br />6 ,/a•
<br />6 t/4'
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<br />6 V4..
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<br />a 1/V
<br />5 IJ4'
<br />2 I/7.
<br />6 Ile
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<br />-
<br />6 ,/4`
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<br />6•
<br />°-
<br />5'
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<br />6'
<br />a•
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<br />4 {TOP)
<br />7•
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<br />s I/2•
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<br />3 Ile
<br />I _
<br />Ir
<br />13'
<br />4'--
<br />4 Ile
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<br />6 Ile
<br />2 Ile
<br />4 (TOP)
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<br />13'
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<br />1•
<br />3
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<br />9 t / 7
<br />13'
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<br />6 1/2"
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<br />6 //2'
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<br />7 in•
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<br />4 IJY
<br />6 (10P)
<br />-
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<br />6 //4'
<br />6 1/1'
<br />a 1/4•
<br />6 IJe
<br />-
<br />-
<br />-
<br />-
<br />5 IJe
<br />6 1/a-
<br />8 (BOTT !)
<br />_
<br />-
<br />a 1/{•
<br />6 1/4'
<br />6 1/A'
<br />6 Ile
<br />6 Ile
<br />6 1 Y
<br />-
<br />-
<br />6 1/4'
<br />6 t/1'
<br />6 (9011-1
<br />13'
<br />7 1/2
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<br />IS•
<br />13'
<br />10'
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<br />IJY
<br />1 (TOP)
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<br />B'-0•
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<br />8 1
<br />,3'
<br />6 1
<br />7 1/2•
<br />5 I/2'
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<br />A 1 2•
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<br />13'
<br />7 1/Y
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<br />10 1/2
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<br />6'
<br />1 (60TFOM)
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<br />7 IJY
<br />13'
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<br />13•
<br />10'
<br />,3.
<br />10'
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<br />1/2'
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<br />_
<br />S•1r
<br />10 1/2
<br />13•
<br />6 In'
<br />_
<br />13'
<br />6 1/Y
<br />7 1/2•
<br />5 IJY
<br />Ir
<br />4 1/2'
<br />2 (TOP)
<br />lY
<br />7 1/2'
<br />Ir
<br />13-
<br />Ir
<br />10 ,n
<br />,Y
<br />10 1/2
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<br />8-
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<br />'r
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<br />13•
<br />13•
<br />9 1/2•
<br />+J'
<br />9 1/2•
<br />0 1/2'
<br />7 I/2•
<br />Ir
<br />6 ,/Y
<br />2 (BOTTOM)
<br />13•
<br />7 1/2'
<br />13'
<br />13'
<br />13•t0,
<br />,3'
<br />10 IJY
<br />11 1/2•
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<br />3 (TOP)
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<br />9 1n•
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<br />-
<br />6 ,/Y
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<br />-
<br />-
<br />1 In
<br />f2 1/2
<br />6 1/Y
<br />6 1/4'
<br />2 1/Y
<br />6 //a'
<br />-
<br />-
<br />6 t/e
<br />4 I/.-
<br />3 (apiTOM)
<br />7 1/2•
<br />3 IJY
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<br />7 IJ2'
<br />a'
<br />6'
<br />4 1/Y
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<br />3 1/2
<br />3'
<br />4 (TOP)
<br />7'
<br />3'
<br />r
<br />S 1/2•
<br />7'
<br />3 1/2'
<br />W
<br />4'
<br />4 IJY
<br />3•
<br />6 1/Y2
<br />1/2'
<br />4 (TOP)
<br />B•
<br />-
<br />8'
<br />-
<br />a•
<br />-
<br />a•
<br />6•-
<br />-
<br />4 (BOTTOM)
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<br />-
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<br />-
<br />e•
<br />-
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<br />-
<br />5 1/2•
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<br />-
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<br />10 1/2
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<br />6 (FOP)
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<br />5 1/2"
<br />13,
<br />- 13•
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<br />9'
<br />13'
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<br />7 1/2'
<br />13'
<br />8'
<br />(TOP)
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<br />13"
<br />73•
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<br />1
<br />6'
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<br />6 (TOP)
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<br />6 //2'
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<br />0 1/Y
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<br />4 1/2'
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<br />6 1/1'
<br />6, Y
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<br />6 IJ4'
<br />6 t 4•
<br />6 ,/1•
<br />6 (BOTT.••
<br />8 i/Y
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<br />6 t/4'
<br />6 1/a'
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<br />6 1/A•
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<br />sa SHM 11 MR ANcmoft FTrt . SPACOO MR WIALUTIaa INTO "M FRME IRADNOI
<br />• MINIMUM, ANCHOR VACOM AO MWC.AI EDGE OBHNCE ARE "INIATED DR THIS SCIfAnE. FOR LA
<br />LESS TWO MCATED ON MENU am" ANIP" Y4C6O h 1001.1114,30112 SPACING SHORN ON
<br />SCHDOUE W, M NRLOwa1D FACi11i. no THIS ONEMMON TO K POe9e Am m SPACING
<br />OWAIED UOIC FACM SW4U IV K LESS TIM WOMAN SPACING 01OCIVED FOR EACH MOW TYPE
<br />ON THIS SC EDUL
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<br />SPACINGS ONLY VALID W1iEN SPACER S USED. SfE Tj-1BLE tjl MR MN(. AS0.
<br />DESIGN L:MOS a MAX. PMIq WHEN SPACER �i IS USED.
<br />1/4.0 TAPCON.- - _ _
<br />bT-WD`PDUREO
<br />DR
<br />ANCHOR W 9. D.0
<br />y
<br />,Aaw•IE'L
<br />CONCRETE BLACK
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<br />REQUIRED.
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<br />F -:.
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<br />R-SEPARATION._ 1
<br />It TO CLASS. ILL 1
<br />F �� 1��
<br />G. 44167
<br />* ( *
<br />STATE 0-t
<br />.11
<br />7N &L111 a
<br />A.S.O. DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PST OR LESS
<br />6'-B'
<br />> 40 PSF TO 50 PSF
<br />W-2'
<br />> 50 PSF TO 60 PSF
<br />5'-10'
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ SOLD SET ANCHORS a W/ 0 SPACER AT 12 1/2. O.C.
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<br />GLOBAL PROTECTION PRODUCTS. LU:.
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<br />DETAILS
<br />POURED CONCRETE
<br />FOR LIFE SAFETY PANEL C1�
<br />OR CONCRETE BLOCK STRUCTURES
<br />1/4.0 TAPCOH _-WNG
<br />POURED
<br />1/4.0 TAPCON, - E7LIS1N10 POUN0
<br />ANCHOR • 9 D.C.NCREtt
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<br />1/4.0 TAPCON-(�)
<br />ANCHOR O r D.C.
<br />DMING POURED CONCRETE OR
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<br />0 REGULAR PANELS
<br />WALL MWONGS
<br />SCALE 3/8-1-
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<br />SEE SHEEtS /5 t »FOR AHaIORe
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