|
END CLOS-URES UETAILS EQR INSTALLAI19HT
<br />CONCREfiE BLOCK OR WOOD STRUCTURE% VALID FQR REGULAR. _LIFE
<br />SAFETY & E-Z HANQ5TQRM PANEL1 SYSTEMS
<br />pp�
<br />OR � 1%11 =%R 2'. r k .Oor 3105 H-14. OR
<br />WOOD FRAME
<br />rs4' v
<br />0067-76 AL1AI CONT. M11L1.
<br />S' IIPe'i ® & (10Rt3]UIgEO 6061 eWN
<br />1 e 1
<br />11//2'
<br />1 _2 TW73N • 12' Qc.
<br />POURED
<br />%OCK OR 2" � POURED ✓�I /� /�, Ile. s 1 3/4' TMCON ,
<br />REOU 0 CONCRET I rH" M�(IOD t'PiaF.E M L— / I p(j(3 ANCHOR 4 12. O. 2 t� J2' 1
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<br />Der Au&I. ' 1 '1jaN AACCK7R -- I 1
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<br />.* I 2"kr 05
<br />!r O.0 VARIES2» ' 2" k 5' k .OSS' CON7. /
<br />5' Mmc
<br />9DS L.+tl7g ..IAA%. ( KFA1: +NOds OR
<br />1 .OBo' 3105-4154 $NiEi POVREO GONCREDE. WMCREPE {...__. _ 1PACN. 9,RiA1 ALLRN. KTST PUCE' ".,
<br />r X 4" % .126-, t:. 1 M MOOR OR 2'k4' WQOC FRN,
<br />3fI-Ni4 f7 REDRHEO
<br />6G3-TB ALLOT 2 1/2" _` 1 ;,._ 2" -? .°.J
<br />CONt. ALUM. ANOIE
<br />o M. CAP
<br />ift- r 8bty7; ,4" . e k A7r
<br />e 12OC. 3105-xI4 OR WW-U AUMY
<br />W/or"AlT C-L M.. max
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASED(PLAN)
<br />SCALE 1/4--l- SCALE 1/41-1' SCALE 1/4"-1* SCALE 1/4--1-
<br />SaJO-5R OR CALM(-Oi
<br />I OR aC0 PANDJAVE_
<br />1.SX POUND ti.T '�:7' OR CONLIa1E i ru.'aw AT �PAi 1101. PLLI5 rSEf
<br />- 00NORE7'E 87;OL1s VARIES L I oR 25,4' uXGO P SWEB. OF OPENING r sctHELNa.E tl1N &SETS 9�
<br />,...-- (MIN. PANEL. (�j/}j �iL F'RAAE ME9lMED AS APPUCAKE
<br />2-a4` XCOO:F1tAME $" My,•'i \;J & 0 )
<br />OVERLAP BIRTH) CONCRETE CONCRETE RFPONED
<br />ItFElMNG WIDTH)
<br />OR 2'.e WOOD FRAME
<br />ACQUIRED I
<br />�� p
<br />} YARRS I p ' "'``�" "-'% t..!./ W'{AT 1TAN= PARMl&SA. To
<br />'
<br />S• L WALL KM CUT Do PANW
<br />x w B.G. DISTANCE " �"""'•"
<br />RIPa
<br />I • �. '� L
<br />, AINN/.NAM CASE G (P1,9N)
<br />ki %,, SCALE Ile-11
<br />�7T `�_
<br />.......... ^:'✓"¢4Sy VALID FOR DIRECT MOUNT INSTALLATION ONLY &
<br />g Y CERTIFIED PANEL INSTALLATION AT WALLS WJ
<br />_= No. 4416I = SURFACE LEVEL. VARATKINS Wi N 3/4-
<br />FLORIDA BUILDING CODE Nan N) h Vitiocity HuMcane Zone
<br />� ��•
<br />CASE E (PLAN) CASE F (PAN). �
<br />°°uUnoo• Na 24 GAGE GALVANIZED STEEL STORM PANEL F.P.SCALE
<br />�gr ,LBWN 911:
<br />1/4•.r SCALE 1/4-at' 1: D.G�••. ftORIOA ,
<br />. ev4•�.A" -
<br />GLOBAL. PROTECTION PRODUCTS, I.I.C. °f�COL.
<br />II�011
<br />AAANNAH »I,LLlil '2w�`Rd.�^ kilt M: r Me.1w4M R r FDA$£. of
<br />nLur t taNGIMI61a-No J33sf
<br />FRS; 20-175
<br />(ad)oat-con
<br />CM00067te. ,u... wlrllr eoe ep.r MW46,0 NIX
<br />PE 9CNJSIYR3UREfM1[ '.,
<br />A'A4TIR A TILLR b11
<br />now 41
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL 6) INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL iDINSTALLATIONS AS PER ALTERNA17VE5 1W THRU 4W, ON SHEETS 6 & 7)
<br />MAX. ASAL
<br />DESIGN
<br />PRERCTHI
<br />SSURE PAYING
<br />(p,efJ
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 Nk 7
<br />APPUCCABLE
<br />TEJTO
<br />%
<br />OF TERM
<br />MAXIMUM
<br />PANEL
<br />LLv
<br />00
<br />TAPCtN
<br />UlO SCREW
<br />PANEL•MATE
<br />FEMALE ID
<br />PANFJ•MATE
<br />PLUS
<br />WOOD 1 0
<br />it
<br />Ir
<br />1r
<br />13"
<br />13"
<br />111 (MP)
<br />Ir
<br />I3'
<br />13,
<br />13,
<br />13`
<br />1W (BoROM).
<br />S T/r
<br />6 1/2•
<br />5 1/2•
<br />6 1/2*
<br />6 1/2"
<br />zw(TOP)
<br />-
<br />-
<br />6 1/4'
<br />12 1/2"
<br />8 T/r
<br />2W (BOIL-)
<br />5'-0'
<br />(TOP)
<br />16S
<br />r
<br />8"
<br />r
<br />a'
<br />-
<br />3W (BonWQ
<br />13•
<br />13"
<br />13,
<br />13'
<br />Ir
<br />4W (TOP)
<br />+45. -45
<br />OR
<br />LESS
<br />Is-
<br />is,
<br />13,
<br />13"
<br />13"
<br />4W MOTIVII)i
<br />13•
<br />Ir
<br />13,
<br />13,
<br />B 12'
<br />111 (MOP)
<br />13,
<br />7r
<br />13•
<br />Ir
<br />6"
<br />IN 00trow)
<br />6 1f2-
<br />a Ile
<br />6 1/2'
<br />a t/2'
<br />a 14r
<br />2W (TOP)
<br />-
<br />-
<br />B Ile
<br />12 1/2"
<br />1 6 i/4'
<br />2W MOIT.-)
<br />>5'-G-
<br /># 1f2'
<br />e
<br />6 1J2'
<br />8 1/2'
<br />-
<br />(TOP)
<br />14'-C
<br />4 I/2'
<br />a 1/2"
<br />7"
<br />T'
<br />••.
<br />3W (Borrow)
<br />IO 1/2'
<br />9 tf2".
<br />72
<br />tz"
<br />4`
<br />W (TOT')
<br />73'I
<br />Tr
<br />1 13,
<br />13'
<br />1 8I/2"
<br />PIP (BoTTOM)
<br />• SEE TABLE #1 FOR MAP(. AS.D. DESIGN LOADS & MAX. PANEL LENGTHS WHET! SPACER 0 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6
<br />Ilet, TAPE
<br />ANCHOR •
<br />MAX, A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />MAXIMUM ANCHORS SPACING FOR E.O. a AS SHOWN ON SHEETS 6 111 7
<br />APPLICABLE
<br />TO
<br />ALMWMPANELMATE
<br />� & i17A.
<br />DO OF THEM
<br />MAXIMUM
<br />PANEL,
<br />LENGTH
<br />(R•)
<br />TAPcot+
<br />LAD SCREW
<br />FEMALE 10
<br />PANELAfRTE
<br />PLUS
<br />W04D BUSHING
<br />Ir
<br />is"
<br />13'
<br />137
<br />T3'
<br />111
<br />I}"
<br />1r
<br />13'
<br />Is-
<br />a`
<br />1W (BOTTOM)
<br />a 1/r
<br />6 t/2'
<br />a 1/2,
<br />6 1/2-
<br />a Ilr
<br />2w (MR)
<br />-
<br />-
<br />6 1/e
<br />12 1/2-
<br />is 1/r
<br />2w (Bo1F•')
<br />51-01
<br />7 1/2-
<br />a"
<br />8"
<br />-
<br />000
<br />LESS
<br />7 1/2-
<br />6"
<br />B'
<br />B'
<br />-
<br />3W (BOTTOM)
<br />13'
<br />IJ'
<br />13'
<br />1r
<br />13"
<br />(TOT')
<br />t 5.-43
<br />+75. -73
<br />1r
<br />Ir
<br />is,
<br />13"
<br />Ir
<br />4W (BOTTOM)
<br />13,
<br />Ir
<br />13"
<br />13,
<br />10'
<br />IW (TOP)
<br />Ir
<br />Tr
<br />is"
<br />t3'
<br />0 1/4'
<br />1W (Borrow)
<br />a Ile
<br />6 1/2'
<br />a 1/2-
<br />6 1/2-
<br />B 1/2'
<br />2W (W)
<br />-
<br />-
<br />6 1/4`
<br />12 1/2'
<br />B Ile
<br />(BoTT••)
<br />>5'-O-
<br />4 1J2"
<br />5'
<br />7 if2"
<br />7 1/2'
<br />-
<br />3W (TOP)
<br />TO
<br />y
<br />5'
<br />S T/2"
<br />5`
<br />8'
<br />3W (BOTTOM)
<br />13'
<br />1S' EJE-
<br />S 1/2'
<br />1Y (TOP)
<br />1r
<br />Ir
<br />1 Ir
<br />Ir
<br />10'
<br />4W )
<br />+ SEE TABLE %1 FOR MAX. AS.D. DESIGN LOADS & MAX. PANEL. LENGTHS WHEN SPACER 0 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6
<br />7dLAE�.1
<br />A
<br />A.S.D. DESIGN LOAD
<br />MAAMUIM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-8-
<br />> 40 PSF TO 50 PSF
<br />61-2.
<br />> 50 PSF TO 60 PSF
<br />W-10"
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE ffMALE 10 OR PANEL MATE PLUS
<br />ANCHORS & W/ qDPMIYSiAAI 1/2' O.C.
<br />SEE 15HOM 10 & i8 MR ANCHORS TYPE & SPMNO rM
<br />NSTAUMONS ALTO WOOD IW31E sitcom
<br />M"MuM ANCHOR SPACIms AND MWaUY EDGE OWANCE
<br />ARE 6000ED ON INS SCEDULL FOR L0. I= TLAI
<br />INDICATED ON SCHEDULE MIX= ANCHOR SPAS BY
<br />SAATK WO SPMJWi SHOW ON SCEDUME BY THE
<br />FOLLOWING FACTORS I" THIS OPONITION TO K POSSIBLE.
<br />REDUM SPACING OOTAYEA USING FACTOR SMALL NOT K
<br />LM MAN INAAN SPACNO 00"1137 FOR EhOH AMCIOFt
<br />TYPE ON TAS SCHEDULE.
<br />1/4'r
<br />1/4-0
<br />ANCHOR THE
<br />i7NR'DI
<br />PAe43LLaE
<br />MIMIUL MINOR vmm 00
<br />3
<br />3
<br />rrnMHlwFaHM E'�1i 8a)
<br />s
<br />3
<br />3
<br />1 t/2
<br />MUW[tBa{ 4enenfe 644I: 0-1
<br />MAIN. Rno=SEW
<br />FADIOR
<br />1/r
<br />o33
<br />—Lot—
<br />Det
<br />_
<br />r
<br />a9O
<br />J C
<br />3 11r-
<br />EXISTING I
<br />CONCRETE
<br />CONCRETE
<br />REQUIRED,
<br />T/4'i PANEuAATE
<br />ANCIMXN (BEYOPIO)
<br />WALL MOUNTINGS
<br />SCALE 3/8'•1`
<br />v MAX.
<br />PANEL. LENGTH
<br />(SEE ELLVATMTA
<br />ON SHEET 12)
<br />FLORIDA BUILDING CODE
<br />(VALID ONLY FOR PANEL(J INSTALLATIONS AS PER SEcnoNS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAIL A.S.D.
<br />OEM
<br />PRESSURE
<br />(p.e RATINGt
<br />MAXIMUM ANCHORS SPACING FOR MN EA. PER SCHEDIJUE DISJOIN
<br />APPLICABLE
<br />TO SOCTIORS
<br />YN0161Y
<br />PANIX
<br />LENGRi
<br />(n•)
<br />MAX. As.O.
<br />DESIONI
<br />PRESSURE
<br />PAYING
<br />(a4•
<br />MAXIMUM ANCNOg6 SPACING FOR MIN E.D. PER SCMmULE BELOW
<br />E
<br />TO
<br />TO
<br />iAfll uM
<br />PANEL
<br />L.
<br />()
<br />TAPWN
<br />SOLID -SET
<br />FEMALE to
<br />PUTS
<br />?iMAC-NXLUi
<br />CNJt-N
<br />a
<br />TAPCOM
<br />SOLm-SET
<br />FEMALE ID
<br />P
<br />2NAK,-rWLIN
<br />CAUL-1N
<br />a
<br />OFTHEM -
<br />m
<br />3k
<br />To
<br />toC0,06 CONCRETE
<br />ro
<br />m
<br />m
<br />ro
<br />TO
<br />m
<br />m
<br />ro
<br />mNCNM
<br />'ak46-
<br />+46. -45
<br />LESS
<br />SJ•
<br />1'
<br />3
<br />1J'
<br />7'
<br />3
<br />7"
<br />J
<br />13"
<br />13'
<br />tr
<br />73'
<br />r
<br />tr
<br />1 r
<br />1 {TOP
<br />B,�•
<br />OR
<br />tEBa
<br />—45
<br />To
<br />-55
<br />1r
<br />, 3
<br />1 3
<br />1 r
<br />1r
<br />:r
<br />1 r
<br />T 3
<br />Ir
<br />1r
<br />1 3
<br />1 1 2
<br />f
<br />i (TAP )
<br />OR
<br />5a*
<br />LESS
<br />Ir
<br />it
<br />- 13'
<br />13"
<br />it
<br />is-
<br />Ir
<br />it
<br />Ir
<br />Is-
<br />it
<br />Ir
<br />1 (8 nw)
<br />Ir
<br />13,
<br />Is.
<br />it
<br />it
<br />it
<br />it
<br />Ir
<br />Tr
<br />Ir
<br />73`
<br />11 1
<br />1 (80TTOM)
<br />13'
<br />13`
<br />Ir
<br />Ir
<br />it
<br />13'
<br />Ir
<br />Ir
<br />tr
<br />tr
<br />13"
<br />tr
<br />2 DOP)
<br />Ir
<br />13`
<br />is,
<br />13,
<br />13"
<br />13,
<br />Ir
<br />13`
<br />tr
<br />is,
<br />lr
<br />I i
<br />2 (TOP)
<br />tr
<br />it
<br />Ir
<br />13,
<br />Ir
<br />13,
<br />13'
<br />is,
<br />tr
<br />Ir
<br />is'
<br />Ir
<br />12 (90170M)
<br />Ir
<br />13•
<br />13,
<br />Ir
<br />Ir
<br />Ir
<br />Tr
<br />1r
<br />Tr
<br />13"
<br />,r
<br />11 1/2
<br />2 (BRTRR)
<br />13'
<br />13'
<br />17°
<br />13"
<br />13"
<br />13"FI/e
<br />13`
<br />3 (TOP)
<br />13'
<br />13'
<br />1S'
<br />1J'
<br />iS'
<br />f3'
<br />t3'
<br />73'
<br />13"
<br />/3'
<br />1S"
<br />1 1 Z
<br />f
<br />3 (Tt7P)
<br />6 1/4"
<br />3 (BOTTOM)
<br />-
<br />12 f/Z•12
<br />i/2
<br />a 1/4•
<br />6 I/4`
<br />2 1/2-
<br />12 t/2
<br />-
<br />-
<br />6 iJ#'
<br />6 t/b'
<br />3 (B9T1E61'j
<br />'
<br />$
<br />e•
<br />'. B'
<br />9'
<br />B'
<br />6`
<br />a'
<br />IF
<br />S"
<br />'. 8'7
<br />1/2'
<br /># (7iU')
<br />4'
<br />0 1/2'
<br />a'
<br />8"
<br />8"
<br />a 712•..
<br />e"
<br />7 7/2'
<br />6"
<br />8'
<br />8'
<br />'. 5•
<br /># jit4+)
<br />r
<br />8'
<br />6'
<br />r
<br />-
<br />6'
<br />4 {BOTtOW
<br />6-
<br />-
<br />Er
<br />-
<br />0-
<br />-
<br />a•
<br />6'
<br />B'
<br />-
<br />4 (B01TSklj
<br />Ir
<br />tr
<br />Ir
<br />1r
<br />Ir
<br />1r
<br />Tr
<br />is"
<br />Ir
<br />13'
<br />it
<br />(TUT)
<br />Is,
<br />is'
<br />is*
<br />III
<br />tr
<br />Ir
<br />,r
<br />1r
<br />1r
<br />1r
<br />Ir
<br />11 I/V
<br />(TOP)
<br />1r
<br />13'
<br />13"
<br />1r
<br />t3"
<br />13"
<br />13`
<br />lr..
<br />13'
<br />tr..
<br />!3'
<br />6 (BOTiLSM)
<br />TS"
<br />Ir
<br />Ir
<br />is,
<br />1r
<br />1r
<br />Tr
<br />/3"
<br />9S'
<br />13`
<br />jr
<br />71 1f2
<br />6 (BOTTOM)
<br />Ir
<br />it
<br />137
<br />13,
<br />13"
<br />13"
<br />Ir
<br />13"
<br />1r
<br />Ir
<br />•Ir
<br />6 (TOP)
<br />1r
<br />13`
<br />1r
<br />1r
<br />13"
<br />Ir
<br />tr
<br />it
<br />lr
<br />1r
<br />Is-
<br />It 1/2
<br />a OOP)
<br />_
<br />-
<br />8 1/4'
<br />5 t/4`
<br />6 Ile
<br />6 1/4'
<br />-
<br />-
<br />-
<br />-
<br />6 1/4'
<br />.6 (BOIL--
<br />-
<br />-
<br />/4'
<br />6 1OR
<br />8 1 4"
<br />9 if4"
<br />. S 1/4-
<br />-
<br />-
<br />•-
<br />-
<br />b 1/4'
<br />_8 Ile
<br />S (aOTT•-').
<br />73'
<br />r
<br />13'
<br />10 t/2
<br />Ir
<br />7'
<br />13,
<br />r
<br />7 1/2
<br />5 1/2
<br />Is-
<br />4 Ilr
<br />i (TOP)+65,
<br />>b,-6'
<br />To
<br />I4'-4-
<br />is,
<br />6"
<br />13'
<br />13•
<br />Ir
<br />6 t/2-
<br />tr
<br />T 1/2`
<br />9 1/2-
<br />6 1/2-
<br />1r
<br />5 Ilr
<br />i. (W)
<br />, •
<br />To
<br />W-V
<br />1r
<br />1.
<br />Ir
<br />1r
<br />it
<br />9 1/2
<br />13'
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />73"
<br />6•
<br />1 (BOTTOM)
<br />13'
<br />7 Ilr
<br />13'
<br />13'
<br />Is-
<br />10'
<br />Ir
<br />10'
<br />11'
<br />b'
<br />Is-
<br />a Ile
<br />I (BOTTov)
<br />Ir
<br />5"
<br />tr
<br />110 1/21
<br />Ir
<br />7-
<br />73'
<br />7-
<br />7 1/2.
<br />5 1/2
<br />Is-
<br />4 1J2"
<br />2 (TIP)
<br />Is*
<br />a•
<br />1r
<br />13,
<br />it
<br />a 1/2"
<br />Ir
<br />B 1/2-
<br />9 1/r
<br />6 1/2"
<br />13'
<br />5 t/4'
<br />2 (TOP)
<br />/7'
<br />7'
<br />it
<br />1 13'
<br />13'
<br />0 1/2
<br />tr
<br />2 1/2
<br />10 1/2
<br />7 1/2
<br />is'
<br />0 1/21
<br />2 (BOTTOM)
<br />Is-
<br />7 Ilr
<br />IS-
<br />it
<br />13,
<br />to'
<br />- Ir
<br />- t0'
<br />If*
<br />B'
<br />tr 18
<br />I1r
<br />Y (BOTTOM).
<br />7r
<br />7-
<br />13"
<br />1 it
<br />13•
<br />9 1/2
<br />13'
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13'
<br />6 Ilr
<br />3 (TOP)
<br />Ir
<br />7 1/r
<br />13'
<br />1 13'
<br />it
<br />10,
<br />Ir
<br />to-
<br />I 111
<br />8'
<br />13"
<br />is 1/2,
<br />3 (MOP)
<br />-
<br />-
<br />12 1/2'12
<br />1/2
<br />6 1J#'
<br />6 1J4"
<br />12 1/2'
<br />5 1/4'
<br />-
<br />-
<br />6 Ile
<br />6 Ile
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1J2
<br />2.1J2
<br />6 1/4'
<br />d 1/e
<br />12 I/T
<br />12 1/2.
<br />-
<br />-
<br />6 1/4'
<br />8 Ile
<br />] (BOTTOM)
<br />r
<br />r
<br />8-
<br />5 i/2-
<br />7-
<br />3 ifr
<br />0'
<br />4-
<br />a 1/2"
<br />r
<br />6 1/r
<br />r
<br />4 (FOP)
<br />7 1/2-
<br />r
<br />d'
<br />6'
<br />7'
<br />4'
<br />6'
<br />e
<br />4 1/2.
<br />3 1/2`
<br />6 1/2'1
<br />r
<br />4 tW)
<br />5 1/2-
<br />7 1/2'
<br />4 (BOTTOM)
<br />6'
<br />6'
<br />a"
<br />IC
<br />5 1/2'
<br />7 1/2*1
<br />4 (BOTTOM)
<br />Is-
<br />7'
<br />1r
<br />13`
<br />Is-
<br />9 1/2"
<br />Ir
<br />9 iJ2".
<br />0 1/2'
<br />7 1/2`
<br />13`
<br />0•
<br />(TOP)
<br />IS'
<br />a I/2"
<br />13'
<br />Ir
<br />IS"
<br />to,
<br />tr
<br />to,
<br />11'
<br />8'
<br />Ir
<br />d iJ2'
<br />S (Top)
<br />tr
<br />7-
<br />it
<br />is-
<br />Tr
<br />9 tfr
<br />tr
<br />9 1/2`
<br />D if
<br />7 1/r
<br />lr
<br />6 1/2'
<br />5 (Bdi70M).
<br />13'
<br />D Ilr
<br />13'
<br />]3"
<br />13"
<br />t0'
<br />4r
<br />10'
<br />11"
<br />C
<br />tr
<br />6 I/2"
<br />S (BOTTOM)
<br />tr
<br />5"
<br />is"
<br />10 t/2
<br />it
<br />7'
<br />1r
<br />7"
<br />7 1f2"
<br />5 t/r
<br />T3`
<br />4 tfr
<br />8 (TOP)
<br />13'
<br />0'
<br />1S
<br />13'
<br />1S`
<br />6 1/1-
<br />Ir
<br />& Ilr
<br />9 1/2"
<br />6 1/2`
<br />13'
<br />5 ife
<br />6 (-TOR)
<br />1/4'
<br />-
<br />-
<br />-
<br />B 1/4'
<br />6 1/4`
<br />6 60TT.TM
<br />-
<br />-
<br />6 Ile
<br />6 t/4'
<br />6 Ile
<br />0 1/:r
<br />-
<br />-
<br />-
<br />-
<br />6 1/4"
<br />6 1 0
<br />6 Mir-)
<br />SEE SHAG it FOR ANCSIRS TYPE It SPACING FOR, N3'tAU.ATNNd 9170 1110011 FRAW SJOU I'LG9.
<br />e t:OMM ANCHOR SPACOWS NO MNMUM EDGE DISTANCE ARE WOODS) CM THIS WHOME. FOR LD,
<br />LESS W M 010100110 OR SCHEDULE OEOlICE ANCHOR SPAGNC BY i"TK N9 SPVW I NR1N ON
<br />ScHux" 5'T ne FUt1CMRi0 FACTORS. FOR TIRO OPERATOR TO Be PONE, REDUCED SPACING
<br />ONNINED LWAS FACTOR SHVJ, NOT K USS THAN NO N SPACING M"10 FOR EACH ANCHOR TYPE
<br />ON THIS SCFRDIAE
<br />1/4.
<br />1/4"•
<br />Ile.
<br />1 1/4.
<br />1/e.
<br />1/4'.
<br />ANCH R TYPE
<br />11000
<br />rOtDiR
<br />IEW"aIAINC-AMUNCANS-N
<br />MR^" ANCHOR PAC04 (w)
<br />3
<br />3
<br />3
<br />3
<br />2 1/2'
<br />2 1/2
<br />ANVMn1t� IaW
<br />3
<br />3 ,/r
<br />r
<br />3
<br />3 ,/Y
<br />3
<br />pMTAFIC SETT} &mL
<br />3
<br />3 11r
<br />3 i/r
<br />1 3 1/2
<br />3 1/r
<br />4
<br />AtCRWM, WE Bomm (E.D.
<br />FACTOR
<br />-
<br />2 1/2•
<br />s•
<br />a,a
<br />an
<br />-
<br />t.w
<br />-
<br />ae3
<br />3 T
<br />-
<br />1AO
<br />i3Oa
<br />-
<br />tAd
<br />Im
<br />'+ SPACINGS ONLY VAlJ0 WHEN SPAA:ER®IS USED. SEE T /1 FOR MAX, AS.D.
<br />DESIGN LOADS &MAX. PANEL LENGTHS WHEN SPACER USED, `
<br />16"-U
<br />A
<br />A.S.D. DESIGN LOAD
<br />I" MUM PANEL
<br />Lam
<br />40 PSF OR LESS
<br />6'-8.
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />5'-10"
<br />A MAX. PANEL LENGTHS ARE OV VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2' O.C.
<br />T.---- _.- (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14. 15 tr18}-- �(
<br />3- MAX. R-1A/13, R-24/13, R-3A/14, R-18/13. R-26/i3. R-39/14, 3' TruL f
<br />D•M„ ' 1` R-1AW/15, R-20/15, R-3AW/16. R-19101/15, R-26W/15, R-3001/16. t•
<br />lJor
<br />i
<br />�
<br />i/4 r-20k1" S.S. BOLTS ,lam { ' { 11 i.. •�•
<br />MAK
<br />PANEL LENGTH
<br />PANELREG)LAR SOM STORM 6-8' s +4t10, -blad.
<br />LIFE SAFETY STORM PANEL Y-e' ! +Mao, -5A Pad.(USE FOR PANEL LENGTH
<br />-'--O'V-ER r-'7E---
<br />I _ (W/ OEAIAMe FMfi LTAH BTRS)
<br />1 _i------------
<br />(W/O Ovm-AP No PANEL` LENGTHBOLD
<br />.
<br />Y 1 i A USE 2'--WMN, PANEL LENGTH
<br />AT ALL iOLVINGS
<br />8.6. BOLTS W�{I{!j(
<br />�.T_AT �OJFI{LAP--__._L-_...•i.,4--'.:..�.,t�.,! �.. i _.L ' I f
<br />- F 1 —7— '•���-'W i I ( 9 -4r—_r-._.
<br />2')NO7C:t5
<br />NTON O UFE SAFtiS "" ' i 4 VVp I g y
<br />s
<br />D.W(j). PANEL BOTTOM CORNERS 1 ` 0 �.L___.._..�..r...__._,.!
<br />or , WM HN AT rl EXTERIOR L WOG NUT AT i 1 r'--
<br />r Mu%� LEFT PANEL FIGHT PANEL r i' t INSTALLATIONS ONLY VALID FOR WIND
<br />FMN R-1A/13, R-2A//3, R-3A/14, R-1$/13, R-20/13. R-3B/14, I. uw SPEED UP TO 170 m,P.h.
<br />R-1AW/15. R-2AW/15, R-3AW/16. R-11IN/15- R-28W/15, R-38W/16.
<br />-. --------ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14, 15 &1 f
<br />1/1 MAX. d1P
<br />LIFE SAFETY STORM PANEL M ELEYATIQht
<br />REGULAR &8a7" SCALE 1/4"wl- l
<br />J STORM PANEL (w ovi"W4LE1) UH STORM P94EL
<br />'--•' saga «.-_-., i .. ...._.._zs===-°___'`---sane_ sass. '�Pj:
<br />MAX. GAP'3> _ ." L�C A.rg i
<br />t_ __z`'_L.--,..-« __ zndk--`>�......:_,...-.--_.-»-..,,---r ___e:_..._.T-_` ___'�' .-.�Y�.G^-:.5- _.ca..�'-._ x...t ems:.-_'-"-_._,.__s:'•±��
<br />LIFE PANEL *S FLORIDA BUILDING CODE Nan Hl h Vatoea Hu Done zone
<br />�R �SORID� .='4f��+ omxDtR3dx Ac 24 GAGE GALVANIZED STEEL STORY PANEL rs.
<br />o
<br />ry cDOWN
<br />5'/....N0�1
<br />1 C a EFd•. GLOBAL PROTECTION PRODUCTS, U.C. D
<br />SECTION A —A �../�/• 4eoo 7Lw. 1 POT
<br />SCALE 1/4'-1' r/ / T :..Y. aM A. a&r. foC MN®T 9RCD. R AtN OY1_7 ns, _ 3M1(r64)Ed9-8707 [ 11...:IcaAN_r419, te:iFAN an-1sa PIIfNO Ln4)see6.a M,17 20-8
<br />d0-1G 5
<br />Scorer req whew. K
<br />PE SEALJBtlNnARJWT[ YN3 I 14Urft PL -- NICT 12 M to
<br />INSTALLATION
<br />D,E,TA_
<br />INTO
<br />11 EQRR LIFE SAFM_ PANEL
<br />WOOD STRUCTURES
<br />HEADER
<br />t
<br />CUJ 11PADER
<br />- C
<br />HEADER iiEAQER
<br />WALED
<br />1 4i TAPCON
<br />1 4"r TAPC011
<br />1
<br />i 14'►
<br />TAPCOnt
<br />' \t�l
<br />I • 09'O.C. I'
<br />4B'O.C.
<br />RAOCO9
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<br />� rf
<br />I
<br />,if4.
<br />1/2• iJ4.
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<br />!
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<br />I
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<br />IN
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<br />+
<br />1
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<br />..:.•._,....._... -T '0(F RN RN6 �'il I ;
<br />�E FOR MfQ
<br />1 u7wnN oWa r-Atq I
<br />I
<br />; 4..
<br />"L' MAX, ll
<br />1 larsar DYBF r",y7 CY.XSS B T.. E
<br />I i 0 �. i _ 'L" MAX.
<br />e
<br />PANEL LENGTH 0
<br />(SEE ET2VATION a
<br />1 L PANEL L04M
<br />1
<br />Y �~ ' r 451E ELLN%TON
<br />A
<br />( Fil74LTWH 2
<br />I
<br />ON 6HEEr 12} !
<br />PANEL LENGTH
<br />1 (SEE TON E I ; ON SHEET' 12)
<br />SHEET 12) a
<br />I
<br />1 A 1` Min.
<br />i 1 ON SHEET 12) r I
<br />M 1' lion. j I
<br />i��`�-T�TOGtA 1 1 Lf2 I'--SEPARA
<br />!
<br />i j.
<br />I 6•--SEPARATION^ - 1
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<br />.� : IANCNOR • 4` O.C.
<br />: STAOOIND W/ MUD i
<br />i
<br />4"r TAPCOR
<br />McCFiQR • 9" O,C.
<br />STACGEMD W/ STUD
<br />MOUND �, 3 i � 14'r rAPCON 2 4" � [ • ,2 1�9F
<br />( �y -ANCHOR 6 9" O.a P1ARE T I ' 1 4'r TAPCON
<br />� ), '. ' AE.W�D q
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<br />"kµT4E WORD
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<br />1 y {j R 4 II' dA:
<br />�L
<br />MEN -
<br />AI TERNATII(E R-1
<br />SAFETY PANEL
<br />WALL MOUNDNGS
<br />SCALE 3/6-1•
<br />BIM
<br />-
<br />($PANELS
<br />�C p.. Tr((�T
<br />AI 3ERNATIVEIt 2EL1iY
<br />1Q LIFE SAFETY PANEL
<br />WALL MOUNTINGS
<br />SCALE 3/8-1'
<br />,`
<br />FLORIDA BUILDING CODE Non High Velocity Hu can* Zane
<br />44161 =
<br />`il
<br />01M 1131M We. 24 GAGE GALVANIZED STEEL STORM PAWL ORION W
<br />1. INSTALLATION ARE ONLY VAUD FOR A.S.D. DESIGN
<br />PRESSURE RATINGS (p O,f) AND PANEL LENGTHS AS
<br />PER ELEVATION ONSHEET IL
<br />= %+ t.*
<br />* *
<br />a STAT€fl
<br />�'�
<br />w/t7/202a
<br />I�E C O /NCI, GLOBAL PROTECTION PRODUCTS, I.I.C. dM
<br />2, FOR NEW WOOD FRAME CONSTRUCTION; WOOD
<br />e�'• -•»'
<br />S° t7X:' ' ORSC1 's•d-Zs?
<br />& - 4Lno aR. 51 10107
<br />sW. n otvie, H. a3s,4
<br />MEMBERS TO (E SOUTHERN PINE
<br />No 2. W/ SPECIFIC.
<br />: ...
<br />RAN, M, N,. aat w�.Pl 4HAF 20-1 TS
<br />re,e.; r1-,N4. - fa -1R1 PflpEt (P34Xd=-7b10. FAY (9S4)GW- W
<br />DENSITY OF 0.55 OR EQUAL
<br />Sl `•,..• �;
<br />•.qF "`wr°"ea' . w.. r 4trarr Ale O1er1AId RAN
<br />Lit-Dp067/9
<br />AiNIN P•" ItUE/DA7E.--
<br />.w4A
<br />WN.iR A TWO' ,b.: PE m 1q' wMfT t3 9P 76
<br />(VAUD ONLY FOR PANEL '(DINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAIL A.S.D.
<br />DESIGN
<br />PRESSURE
<br />MAXIMUM ANCHORS SPACING FOR MN E.O. PER SCHEDULE BELOW
<br />APPUGABIE
<br />YAtUMUM
<br />.lam
<br />-
<br />MAX. A,S.D.
<br />R�
<br />MAXIMUM ANCHORS SPACING FOR MN E.D. PER SCHEDULE $BLOW
<br />A'Pt/CIBLE
<br />A �
<br />. t tl
<br />L&LO7H
<br />LENLTH
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<br />TAPIXN
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<br />10
<br />7o
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<br />>+65,-65
<br />+75. -73
<br />1r
<br />11'
<br />1r
<br />tr
<br />73'
<br />tr
<br />tr
<br />t 3'
<br />73'
<br />12"
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<br />13'
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<br />612'
<br />/
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<br />1r
<br />6 t/Y
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<br />9'
<br />10'
<br />7 tf2'
<br />13'
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<br />,1'
<br />it
<br />13`
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<br />812'
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<br />9 1/r
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<br />9 1/2`
<br />10 I/2-
<br />7 L/r
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<br />3 (TOP)
<br />-
<br />72 1/2'
<br />12 1/2
<br />8 1/4'
<br />6 1J#'
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<br />6 1/4`
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<br />2 I/1'
<br />6 4/4^
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<br />8 9J4'
<br />3 (BOTTOM)
<br />6"
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<br />7' :
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<br />4'
<br />4 1/2•
<br />3"
<br />6 t12,
<br />2 1/2,
<br />4 (TOP)
<br />8'
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<br />5 1/2-
<br />-
<br />7'
<br />-
<br />4 fBtiTiOM)
<br />13'
<br />11'
<br />13'
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<br />1J"
<br />13"
<br />T3"
<br />13*
<br />13"
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<br />13'
<br />19`
<br />5 (TOP)
<br />13"
<br />6 1/r
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<br />1r
<br />9'
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<br />9'
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<br />5 (TOP)
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<br />12"
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<br />10'
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<br />13"
<br />7"
<br />IS
<br />13'
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<br />9 1/2"
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<br />0 1/2`
<br />0 I/2
<br />7 t/r
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<br />5 (BOTTOM)
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<br />0 t
<br />Ir
<br />6 i/2"
<br />13'
<br />6 1/Z'
<br />7 IJ2`
<br />6 t/2'
<br />13`
<br />4 rf2'
<br />-
<br />-
<br />6 1/4"
<br />6 1 e
<br />8 1/4-
<br />6 tj4":
<br />-
<br />-
<br />-
<br />5 Ile
<br />a SJ4`
<br />a (BOIL--)
<br />-
<br />_
<br />a 1/4'
<br />d 1/1'
<br />6 T/e
<br />0 If4"
<br />6 1/4'
<br />0 Ile
<br />-
<br />-
<br />6 1/4'
<br />6 1/4'
<br />a
<br />13"
<br />7 1/2'
<br />fr
<br />tr
<br />it
<br />ur
<br />is,
<br />to'
<br />it"
<br />a`
<br />Ir
<br />6 1f2'
<br />1 )
<br />>3"-8'
<br />TD
<br />•'-0,
<br />Ir
<br />S`
<br />Ir
<br />t0 -1
<br />Sr
<br />6Y 2
<br />13"
<br />6 1/Z'
<br />7 1/2'
<br />$ 1
<br />43'
<br />4 1/2-4
<br />(TOP)
<br />TO
<br />'r-6'
<br />13'
<br />7 1/2'
<br />tr
<br />Ir
<br />13'
<br />10 t/2
<br />13"
<br />10 1/2*11
<br />1/2-
<br />6'
<br />13'
<br />7-
<br />t (BOTTOM)
<br />13"
<br />6 1/2'
<br />Ir
<br />13`
<br />tr
<br />9'
<br />Ir
<br />9'
<br />IW
<br />7 112'
<br />Ir
<br />S-
<br />t (Wmw
<br />is-
<br />7 1/2"
<br />Ir
<br />it
<br />Ir
<br />le
<br />Ir
<br />to'
<br />It*
<br />e'
<br />it
<br />8 1/2'
<br />2 (TOP)
<br />13`
<br />5`
<br />13`
<br />to f 1
<br />1r
<br />a 1/2"
<br />13'
<br />0 1/r
<br />7 1/2-
<br />5 1/2-
<br />13'
<br />4 Ilr.2
<br />(RP)
<br />13`
<br />7 Ilr
<br />tr
<br />13•
<br />tr
<br />0 1/2
<br />1r
<br />10 1/2
<br />1 1/2'
<br />a'
<br />Ir
<br />r
<br />2 (BOTTOM).
<br />Ir
<br />r
<br />jr--
<br />Is'
<br />13'
<br />9 11V
<br />13'
<br />9 1/r.
<br />10 1/27
<br />7 1/2`
<br />13'
<br />6 1/2'
<br />2 fSOTTOM)
<br />13'
<br />7 1/27
<br />Is-
<br />13"
<br />13'
<br />10 IJr,
<br />13"
<br />0 1/2
<br />11 1/2
<br />a'
<br />is"
<br />7'
<br />3 (TOP)
<br />13"
<br />7-
<br />Ir
<br />1r
<br />i3'
<br />9 1/2-
<br />Ir
<br />9 t/r
<br />10 1/2
<br />7 1/2"
<br />it
<br />I 6"
<br />3 MP)
<br />12 t/2
<br />12 1/2..
<br />a 1/4'
<br />8 1/4'
<br />12 Ile
<br />6 1/4'
<br />-
<br />-
<br />6 1/#'
<br />6 1/4-
<br />3 WITOM)
<br />-
<br />-
<br />2 1/2
<br />12 1/r
<br />6 1/4-
<br />a t/4'
<br />2 1/2
<br />6 1/4'
<br />-
<br />-
<br />6 t/4'
<br />0 Ile
<br />3 (BOTTOM)
<br />7 1/2.
<br />3 7/2'
<br />8'
<br />8'
<br />7 1/2'
<br />4'...
<br />b'
<br />4 1/2"
<br />5"
<br />3 1/2"
<br />7'
<br />r
<br />4 (TOP)
<br />7"
<br />3"
<br />E'
<br />5 1/2-
<br />7-
<br />3 1/2'
<br />6"
<br />#'
<br />4 t/r
<br />3'
<br />6 1/2"
<br />2 1/2'
<br />4 (70P)
<br />Ir
<br />Y
<br />IL'
<br />e'
<br />4 (90TTOM)
<br />r
<br />a 1/r
<br />6'
<br />a'
<br />5 1/2`
<br />7'
<br />fnB.0�etT10Y)
<br />is'
<br />7 1/27
<br />it
<br />IS'
<br />Is,
<br />0 I/2
<br />75'
<br />10 1/1
<br />t 1/2
<br />e'
<br />,r
<br />T
<br />f1GP)
<br />is"
<br />6 1/2`
<br />is'
<br />is'
<br />Ir
<br />9"
<br />I3'
<br />13"-
<br />-$'
<br />S gap)
<br />13'
<br />7 1/2"
<br />t3'
<br />fr
<br />t3`
<br />0 7/2
<br />f3"
<br />0 1/2
<br />it 7/2
<br />a'
<br />f3"
<br />T
<br />5 (OOT'mNO
<br />tr
<br />r
<br />13,
<br />Ir
<br />13'
<br />9 1/2'
<br />1r
<br />9 1/2'
<br />10 1/2
<br />7 1/2'.
<br />tr
<br />6'
<br />5 (807T0F)
<br />it
<br />7 t/2'
<br />it
<br />13"
<br />t3'
<br />0 I/2
<br />13°
<br />10 if2
<br />1 I/r
<br />6'
<br />it
<br />Y
<br />0 {'ice)
<br />Ir
<br />r
<br />T3"
<br />tr
<br />S 1/2"
<br />1r
<br />6 1/2'
<br />7 1J2'
<br />51/2'
<br />1r
<br />4 1J2'
<br />a STOP)
<br />-
<br />-
<br />6 'lei.
<br />1 4-
<br />6 1 4`
<br />6 1 a`
<br />-
<br />-
<br />6. If4"
<br />a if4'
<br />S (N30Tr.-+)
<br />-
<br />-
<br />6 1 4`
<br />6 1 e"
<br />6 tJ4'.
<br />S Ile
<br />-
<br />-
<br />-
<br />6 1J4'
<br />6 7J#"
<br />a jBo7T«)
<br />SEE BMEET It FOR ANCHORS TYPE & SPACIW TOR odT16Lm" on tow PRIME wwoo .
<br />• MWMn41 ANCHOR WACANDS AND wow am D9T.ANCL An RICICATO ON THS SCHEDULEMR LC
<br />LESS TWM INDKMO ON S DU tE REDUCE MHDHDR 9PALaNC:91' MU41ift N* SPACING SM1kN ON
<br />SCHEMA# BY THE FTXLOWND FACTORS, FOR THd r 3XN 10 K POOK E, REDUCED OPAI'SNG
<br />OBTAINED USND AALTOR SHALL NOT K I= THAN MN NUM PPACNG 19WATD FUR EACH ANCHOR TYPE
<br />ON THIS SCHEDULE,
<br />#'♦
<br />I/4 Ar
<br />1/4`r
<br />1/A1
<br />1/4'r
<br />ANCHOR TYPE
<br />tiWC011
<br />mXLa-uT
<br />zood-AMN
<br />ou-14
<br />MINIMUM ANCHOR WAGING Sib)
<br />S
<br />3
<br />3
<br />3
<br />2 1/2^
<br />2 1/2
<br />NMNM11M POUF Oy
<br />3
<br />3 1/r
<br />S
<br />3
<br />3 ,/r
<br />3
<br />DIITAMS.D4 JOXM= &car K
<br />s
<br />1 311r
<br />31/r
<br />31/2
<br />31/r
<br />4
<br />A01 K ON MOM
<br />FROM
<br />21/r
<br />1°1 SPACINGS ONLY VALID WHEN SPACER IS USED, SEE T �1 FOR MAX. A.S.O.
<br />DESIGN LOADS & MAX. PANEL WHEN SPACER V 1S USED,
<br />?AL1L8_LL
<br />A
<br />A.S.D. DESIGN LOAD
<br />MINAM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />> 40 PSF TO 50 PSF
<br />6•-2-
<br />> 50 PSF TO 60 PSF
<br />5'-10"
<br />A MAX PANEL LENGTHS ARE Y VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/1 SPACER AT 12 1/2. O.C•
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1)
<br />INTO POURED? CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />STING POURED 1/4"e TAKID tSMNG POURED
<br />OC. 1 I-` CONCRETE tNH ANCHOR a 9• o.c. ^s �E rM
<br />TTl
<br />TON
<br />12)
<br />SECTION REGULAR PANELS Umm"NEL
<br />L
<br />WALL MOUNTINGS
<br />SCALE 3ja�I"
<br />iTP[
<br />'
<br />TTIIM S1 N6rAUA INTOANCHOR
<br />IFNMRAL ANCHOR SPAONI Sly
<br />3
<br />10101401 ANCHOR STWCIN OS AND MNMLM
<br />4 � arvkyi QA3
<br />en nt4.l.ai .�'• 9ccr {sa:
<br />3
<br />3
<br />a" OWANct ME 00N ATFD ON INS
<br />SLWE40LC MR E.O. u%S THAN eacwTE19
<br />ON SCHEDULE REDUCE ANCHOR SPACING
<br />AOMK fuz umm TA)
<br />DAM
<br />BY MULttp4'nA& SPACING SHUN ON
<br />6C UMAX BY THE POLLANNO FACTORS
<br />1 t
<br />'
<br />FOR THE'+ OPERATION 10 K POSSRILL
<br />MEOUOIDIC SPACING 08TAtM USING
<br />FAORNR STALL Nor K LESS THAN
<br />2 t/r
<br />aei
<br />p
<br />530
<br />MINIMUMSPACING NDA]t7FA F*R EACH
<br />AMXJH)R TYPE ON Tt6 5CNE0UE
<br />IHIQ WQS?�STRUCTUWOOD ..
<br />_ RDR WOW HEWER
<br />REQUIRED OUM
<br />1
<br />1 #'� TAPCON 1 4'r TAPWN
<br />O.a T O 9�" O.C.
<br />i/e / If$' 1/4'
<br />MAX
<br />HI
<br />1
<br />EXIBRNG�
<br />m PANEL LENGTH
<br />I PANEL LENGTH (SEE T1K2�H)N
<br />It Iit
<br />1 (SEE ELEVATOR H ON SHEET
<br />f ON SHEET 12)
<br />It
<br />11 Y
<br />U
<br />p0---a't�rhlLA 1 .� I 1` Min. L
<br />TMO GLhi3. 1 LL---•SEpARAnaH I j
<br />µ
<br />i
<br />j it GLASS. � 6'
<br />1
<br />0.. ,.,• 1 • a Vr Old I • u ,/2' ac
<br />i N i
<br />RTE
<br />?i14' WOQQ- ' 'y 2'.e WO 4 I 4S i
<br />EO�UIRi11 I S ( R0�Mn 1
<br />�y,
<br />#"r PA+ffLMATE Puts j,,-1 i4 _ t/4'e PANEWATE PLUS
<br />( t i .', APt4HOR O 12 1/2' MC, - I { ANCHOR O 12 I%2» O.C.
<br />F 1 ! t
<br />of REGUUR g O L�FRE�SAFETY PrNB1EL
<br />S.H,t111I1NNAA�
<br />WALL t=NTLNGS ��R p• Tfj(/l��
<br />SCALE 3/6-1' ��!.��+�� ;✓,f2
<br />_ .44167 FLORIDA BUILDING CODE Non High Velocity Hu we Zone
<br />!lam Vr? 1ti i atno 7t7EC0 I C 24 GAGE GALVANIZED STEEL STORM PANELORNIN On.
<br />1. BNSTAU.ATION ARE ONLY VAUD FOR MAX. A.S.O. # STATE OF
<br />DES04 PRESSURE RATINGS (p.e.f) AND PANEL s�L%'• FIOfl >
<br />LENGTHS AS PER ELEVATION ON SHEET 12. b T ILE C O INe. GLOBAL PROTECTION PRODUCTS, LLD.
<br />yA S/ONAl1T'� 46aD aW. 515T„sT
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD / •�,yrp.�,I No P
<br />PINE No W/ SPECIFIC ATNMHNHMM4A17 "n,w`. peN n "'te Hell `r PNw6: Oa4T75w FASN ta54NRW-a»7 20-175
<br />MEMBERS TO BE SOUTHERN 2. rHe"•+io`. m
<br />DENSITY OF 0.55 OR EQUAL Seew,r
<br />PE efAL/9AtPN1UREjMTE A TRUE Jr,; RE 1>•i. 3 -
<br />low it of 15
<br />N
<br />N
<br />L
<br />to
<br />C0
<br />L-
<br />U
<br />Q
<br />C
<br />O
<br />'0
<br />0
<br />C
<br />Ca
<br />-
<br />O
<br />O
<br />O
<br />O
<br />Cu
<br />O
<br />Cu
<br />LL
<br />O
<br />/•u
<br />/
<br />VJ
<br />Cn
<br />QD
<br />C
<br />E
<br />L
<br />^`
<br />��•4�r
<br />\V
<br />0—
<br />Cx
<br />C-
<br />�
<br />/
<br />Cu
<br />0
<br />�
<br />t'F'O
<br />.C:
<br />•4�
<br />v J
<br />Q.
<br />Q
<br />a
<br />z
<br />z
<br />w
<br />J
<br />N >O W
<br />u C , c'- M
<br />W c 49 !V
<br />- •tQ tli�. %�
<br />cc O V
<br />N .a CV t
<br />In as o es;
<br />Q r C4
<br />O7
<br />Cp
<br />> C2
<br />O3 V Q
<br />3 CIO,
<br />3_
<br />.1s Na 42F is w
<br />In
<br />C
<br />Cc O
<br />>r
<br />O
<br />SHEET NO.
<br />SH 1.4
<br />
|