|
END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE,
<br />CONCRETE BLOCK OR WOOD STRUCTURES- VALID FOR REGULAR. LIFE
<br />SAFETY A E-Z HAND STORE( PANEL (i) SYSTEMS
<br />1 /
<br />_.},._.-.. -POURED CONC9E7E
<br />OR
<br />, Y t A➢3• SS06 N-H OR ;�.
<br />''. YN' HOOD FW-AEO
<br />9`. AL
<br />AU WM
<br />1} - A(ouWrn 6063-16 .aP . AI.
<br />A
<br />1 ,r
<br />wN6n4
<br />TA1c
<br />PCAN • D.C.
<br />ICI
<br />P01M10 cOHNaEtE. coNcfE,E
<br />- 1 t1 , , 3/ 4' TMCON
<br />3S4' (HOOD FR-+c POURED WMCRFiE, 1 !
<br />'K` i ^h ARu+9R ,r 1.-' T +/2' z:: 1a- �.
<br />REQUIRED coNCR,E 6L0OIt D9 �_ a o
<br />2'N' eOOD IRAME I i _
<br />IMtwnD
<br />� tt 4 GAF 1 /
<br />,1 a 1
<br />Cilr FMAIEi - 7 1Li,1Gf
<br />M .m6r
<br />VARIES. s •COMA.
<br />r ass�
<br />..
<br />n.DN "R
<br />3ALUM "lkM CID
<br />BLOCKSHOO
<br />4* V rx
<br />r 9 4' X .1a6' - REOC# aR 2 N' IgaD FI ANEIPf i REOUw£a3103-111
<br />ALL1 L4M�.E- ICJ / �., Y2- ' 4,t 1, ;
<br />J Mt. GAP
<br />of ea , t 4', 1' -. ! e7r
<br />• or os-
<br />«/4ADKMn cA, A1•T ANaI
<br />CASE A (PLAN) CASE B (PLAN) CASE O (PLAN) CAS' D (PLAN)
<br />SCALE 1/4•-1• SCALE 1/4-.1• SCALE 1/4•-1- SCALE 1/e-1'
<br />j /- - :_. _- Jr DR tXRKRIC B100( T01, 60Tm11 am FAMB-AmnPOURED run
<br />.-. (MINi 3PAFD], ,:5 2•N WOOD FRAME', 6• YtS`� t O ®® TRAYS RCMX" S:M0.Olt Vve WOW WF tOSOfAAF ON SNFE/5 f.
<br />pvEvmw BEWIG
<br />OPENING WIOtN) -POLWKOCt OR NCRIX CONC EN: MWMD '�, �i �..,, �."•
<br />.•
<br />I
<br />©•© OR(4
<br />�
<br /># ! '(I)CAR WD r—AIAA •
<br />VAMM 1
<br />ror Mt WILL CUT Do
<br />X . B.D. MIANCE •O'•� "'7f� � � ;
<br />�
<br />1
<br />«w«:U:" !J 4E to I CASE G (PLAN)
<br />,/• `.,, SCALE I/4•.t-
<br />�
<br />1 r�uPf[f•6MD.IC' TOGA
<br />� `10EAIS ''• VNJD FOR DIRECT MCLR4f 0WALLATON ONLY A
<br />a CERTIFIED PANEL INSTALLATION AT WALLS W/
<br />_ No. 44TSI 2 SURFACE UM VARIATIONS WITHIN 3f4'
<br />* ; it ; t) ? FLORIDA BUILDING CODE Non High Velocity Hurricane tone
<br />CASE E (PLAN) CASE F (PLAN) _ ••.blAUEOF; �c oeMo /Shoe. Ne. 24 GAGE GALVANIZER STEEL STOP11 PAl1El �,,,,r'+•,,,
<br />SCALE 1/4--1- SCALE 1/4•-1• F(OR IDI'
<br />yO�F.
<br />GIMBAL PROTECTION PRODUCTS. TLC, Daces"
<br />NN+1N1 ; 46001W. e,
<br />14
<br />'6�+'p•' Se, L i 3a ,.r,.Nla R 3". OAAr. n_ 3T1,4 20-175
<br />J rR•-`. 13IA PHOWE (6%)4M-now I* (M4)M-4m
<br />+ �.+•+.'• rr. DRAWN N Nr
<br />G-40moo
<br />1 A 1110 A..A.
<br />PE SN.A1pMnlR/dOL afti Y IA —am a MN,
<br />1
<br />MAXIMUM A.S.D. DESIG PRESSURE RATING (p.s f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE E FOR REGULAR HQRM PANEL (1) INSTALLATIONS INTO WOOD STRUCTURES
<br />(VALID ONLY FOR PANEL 1QRNSTALLATIONS AS PER ALTERNATIVES ,W THRU 4W, ON SHEETS 5 A 7)
<br />MAX. A.S.O.
<br />DESIGN
<br />PRATING
<br />RATING
<br />(D.0.)
<br />MAKRIUN ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 5 A 7
<br />ALTIERNATNIES
<br />A ANY
<br />or THAW
<br />PANEL
<br />fi"
<br />t.
<br />(T•)
<br />TAPC'ONI
<br />LAG SCREW
<br />PANEUMTE
<br />iEa1ME D
<br />PAHEUAIATE
<br />PLUS
<br />WOW OUsse;
<br />13,
<br />13"
<br />tr
<br />15'
<br />'3•
<br />1r (TpP)
<br />t3 '
<br />t3
<br />, J
<br />3
<br />Y
<br />�t
<br />1M (BOtid)
<br />e 1/x`
<br />a 1/2•
<br />6 Ij2•
<br />6 t/2
<br />6 /Paw
<br />(TOP)
<br />-
<br />-
<br />6 1/4-
<br />12 1/2'
<br />°"
<br />a T/4'
<br />(BOR!)
<br />fT�1)
<br />s-W
<br />OR
<br />LESS
<br />B
<br />°
<br />6•
<br />(BOt7aM)
<br />r
<br />HF—
<br />tr-
<br />(TOP)
<br />i'4°. -45
<br />OR
<br />1E54
<br />or
<br />13•
<br />IJ -__
<br />or
<br />(BOITOIQ
<br />13•
<br />t3'
<br />13•
<br />1J'
<br />a 1/T
<br />■ (TOP)
<br />13'
<br />13'
<br />13'
<br />,r
<br />-
<br />6'
<br />tr (IG3TOM)
<br />-
<br />2-
<br />op
<br />6 1/4'"
<br />12 1/2
<br />61/4•
<br />(Wrt.•)
<br />>S'-D•
<br />TO
<br />4 1n•
<br />A .. _
<br />s 1/2—
<br />6 1/2`
<br />-
<br />(w)
<br />! 1'-4-
<br />4 In
<br />♦ tjP
<br />_
<br />7"
<br />_
<br />r
<br />-
<br />3r (ILQ1mE0
<br />+O tn•
<br />9 1/7'
<br />t2'
<br />or
<br />4•
<br />(TOP)
<br />• SEE TARE 11 FOR MAX. A.S.D. DESIGN LOAM A MAX. PANEL LENGTHS WHEN SPACER "IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />,/{'f fAPCOR
<br />ANCHOR a 9' O.0
<br />roe
<br />EOS'IR POURED E.a4
<br />CONCRETE TIRO
<br />CONCRETE BLOCK
<br />WEOUNIED,
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />WXWA1 AICHM SPACING FOR ED. - AS SHOWN ON SHEEP'S 6 A 7
<br />APPLIGIN.E:
<br />ALIUMIM >fl
<br />A MIT
<br />OF INN
<br />ALA,
<br />PANEL
<br />LENGTH
<br />0
<br />(NJ
<br />TAFACON
<br />1AG SCREW
<br />PARELWITE
<br />FEMALE O
<br />PANELMATE
<br />PLUS
<br />WOW Bl I.WG
<br />13
<br />Y 1
<br />13•
<br />1r
<br />,]
<br />it
<br />13•
<br />_
<br />it
<br />or
<br />1r
<br />6
<br />m Ou"04
<br />f l°
<br />n
<br />t J Y
<br />, •
<br />6 2
<br />/
<br />6 t 2•
<br />/
<br />6 1 '
<br />n
<br />(TOP)
<br />__.
<br />Y
<br />-
<br />ITCH
<br />1on
<br />7 '
<br />B'
<br />6_
<br />_.1/V__
<br />-__
<br />1 n
<br />B'
<br />_
<br />e•
<br />_ -
<br />e•
<br />(BOITaM)
<br />Ir
<br />1
<br />1
<br />)
<br />445• -45
<br />TO
<br />473, -7S
<br />13'
<br />1.
<br />IY
<br />Ir
<br />v-,J'
<br />(BOTTOM)
<br />11.
<br />1r
<br />13'
<br />1r
<br />to•
<br />-
<br />1 r )
<br />1r
<br />13•
<br />,r
<br />Ir
<br />a 1/4•
<br />19 (BOTTOB)
<br />-
<br />6 1 2'
<br />J
<br />e t 1•
<br />J
<br />t - -
<br />• 2
<br />/
<br />6 t -
<br />n
<br />1 ,
<br />8 n
<br />(TOP)
<br />-
<br />-
<br />6 1/4-
<br />12 I/V
<br />6 1/4•
<br />2w (60TT.•)
<br />>'3-O_
<br />S•
<br />7 ,/1•
<br />7 1/2-
<br />-
<br />(TOP)
<br />r Y
<br />_.__.__
<br />or
<br />12'
<br />Ir
<br />13'
<br />S '71__
<br />13•
<br />13,
<br />U'
<br />13'
<br />ta•
<br />4r m—i
<br />• SET: TABLE 111 FOR MAX. A.S.D. DES" LOADS A MAX. PANEL LENGTHS WHEN SPACER 0 IS
<br />USED, OOFIRESPONIOING ONLY TO ALTERNATE 2W ON SHEET 6
<br />7eel�.fz
<br />s
<br />A.S.D. DESIGN LOAD
<br />MAXMIUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-6'
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />V-10'
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE AMALE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ !VAT IIHI t,4%A,1/2' O.C.
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL n
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_. �IG POIOIIREO 1//4 OPAPCOW
<br />o.c - ".-uNa•�C19P� D
<br />rAIGRE7r BLOCK r CONCRETE 81OM
<br />„ aOURED. �� REQURED.
<br />r
<br />1 � 4
<br />t/2' 1/4. 1 r. 1/a• If4.
<br />WoaNAA"
<br />I atl�uo r.aT
<br />1' Me,.
<br />t PANE; LENGTH
<br />(SEE
<br />ELEVATION
<br />ON SHEET 12)
<br />/
<br />L/a
<br />n0ac
<br />IMGM
<br />j4•f PANElAMIr PLL13 .',%ix=i -
<br />ANCHOR a 17 1/r 0E.
<br />SEE sK[,b I$ A, 16 NOR MCAM TYPE a VACM FOR
<br />ostmA i KM WOW FRAE .ADfii
<br />MafAY AND" S P*M" AND WOW" ON DISTNGE
<br />ARE I HAG AM D" TARS SCED14L no ED. LESS THAN
<br />ecocom ON scN001" REOANCE AND" SrAnG BY
<br />M4./PLYRG SPACING DORM am SCHEDULE 4r 1.E
<br />FOMDWWG FACTORS FOR TO OPERATION TO K POSMBLL
<br />REDUCED SFYAM OWAP" USING FACTOR PEEL NOT K
<br />am THAN MINIMUM VrCWG 4omm FOR PALM ANCHOR
<br />TYPE ON ,M6 SCJrmAAE
<br />1L{1_
<br />ANOW Tift
<br />-
<br />—
<br />-IAYI vo
<br />-'Oft'
<br />won mom we= BL)
<br />3
<br />3
<br />4fIaRR+IeW GrAs Dt)
<br />- a
<br />3
<br />3
<br />3 In
<br />sW,A1aW 6tArAA- PA W
<br />NOR SK ammoE: sm
<br />new
<br />n
<br />is ---
<br />3
<br />flo 1.m
<br />3'
<br />-
<br />Ep511N4j
<br />CLASS r
<br />tl
<br />s
<br />A
<br />CIE �"`�` ' •
<br />CONCRETE BLOC%
<br />REC(ARED
<br />1/4•0 PANEL"If,
<br />ANCHOR (REYOtO) .-
<br />WALL _MOUN'ONGS
<br />SCALE 3/5-/-
<br />In••
<br />u awla r
<br />Aw
<br />)
<br />•L• MAX.
<br />G• PANEL LERM"
<br />(SEE ELEVATION
<br />W SHEET 12)
<br />s•
<br />FLORIDA BUILDING
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATIO (n.9).0 AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />TOR REGULAR STORY PANEL (DIN$TALLMJONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL01 RNSTAUATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 A S)
<br />MAX. ASG
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />MRXMIM ANCHORS SPACING FDA MM ED. PER SCHEDULE BELOW
<br />A PUCABLL
<br />To INCRO"S
<br />A
<br />MAXNGM
<br />PANEL
<br />H
<br />L•
<br />(K)
<br />MAX. AS.D.
<br />DES"
<br />PRE3
<br />RATNG
<br />(P,6,r,)mom
<br />MAIM,RA1 ANCHORS SPACING FOR MW LO. PER SCHEDULE eSAw JB
<br />APPLICABLE
<br />8
<br />rK THEY
<br />oe
<br />IP171Oa+
<br />l-
<br />TAP(ON
<br />SOIb-SEA
<br />FTMAUE
<br />G
<br />Pun -
<br />7AMAC-NA JN
<br />CALX_f N
<br />TAPICON
<br />SOLD -SET
<br />m
<br />PLUS
<br />ZAMAc-NNL91
<br />r,A(x-w
<br />rorom
<br />m
<br />ro
<br />m
<br />ro
<br />m
<br />co mmm
<br />ro
<br />H40, -46
<br />TIN
<br />LESS
<br />13•
<br />or
<br />tr
<br />13"
<br />,r
<br />Ir
<br />Ir
<br />15,
<br />or
<br />1r
<br />I fw
<br />a'
<br />o6
<br />=
<br />ro-45
<br />.65, -es
<br />13,
<br />is,
<br />13,
<br />,r
<br />13`
<br />tr
<br />lY
<br />13•
<br />Tr
<br />1r
<br />1J
<br />I , 2
<br />i )
<br />s' Y
<br />OR
<br />LESSe
<br />,3'
<br />7Y
<br />Ir
<br />13'
<br />,r
<br />IV
<br />13'
<br />13'
<br />11•
<br />tr
<br />1 (80170M)
<br />13"
<br />13•
<br />tr
<br />,r
<br />13•
<br />it
<br />tr
<br />tr
<br />Ir
<br />lr
<br />tr
<br />11 t/2
<br />, (807T01E)
<br />r_1
<br />73'
<br />, •
<br />3
<br />, •
<br />J
<br />1 •
<br />J
<br />r1
<br />]
<br />Ir
<br />,r
<br />1r
<br />lr
<br />2 (Ion
<br />u
<br />,]
<br />tr
<br />, s
<br />,r
<br />, r
<br />,r
<br />u•
<br />, r
<br />rit
<br />u
<br />t n
<br />2 (I�)
<br />,3•
<br />t3'
<br />•
<br />3
<br />i •
<br />3
<br />, •
<br />3
<br />Ir
<br />IS'
<br />]
<br />tr
<br />U'
<br />(BOnON
<br />x )
<br />3
<br />Y
<br />3
<br />r
<br />]
<br />3
<br />,r
<br />, 3
<br />,r
<br />, Y
<br />IS'
<br />1 2
<br />/
<br />P1 NDT+aG
<br />3 '
<br />1 r
<br />t '
<br />J6'
<br />tY
<br />IS
<br />13'
<br />tJ'
<br />,3'
<br />+3'
<br />13
<br />3 (+�)
<br />, 3
<br />Ir
<br />,r
<br />, J
<br />u
<br />r
<br />u
<br />u
<br />tr
<br />, 1
<br />,]
<br />it 1 n
<br />]
<br />oP/
<br />0 )
<br />12 1/
<br />12 Ij2
<br />6 ,/4`
<br />6 1/4-
<br />12 //a
<br />12 1/2
<br />-
<br />6 t/4'
<br />6 1/4'
<br />3 (BOTTOM)
<br />-
<br />-
<br />2 n
<br />2 /7
<br />/
<br />/
<br />1 n
<br />7 /t
<br />-
<br />-
<br />6 /
<br />a /
<br />S teDT10A1}
<br />e•
<br />°= ...
<br />a•
<br />a•
<br />°•
<br />°•
<br />°'
<br />r
<br />°•
<br />B•
<br />7 1/2
<br />•
<br />1
<br />6•
<br />r
<br />a I/V
<br />a'7
<br />I/r
<br />e•
<br />--
<br />a
<br />r
<br />4 (TOR)
<br />1}'
<br />_
<br />_ _
<br />a
<br />TV
<br />or
<br />a'
<br />a
<br />a'
<br />°
<br />e•
<br />4
<br />t3•
<br />,3•
<br />t3'
<br />!3'
<br />t3'
<br />#3'
<br />(TOP)
<br />13'
<br />t3•
<br />,3'
<br />tY
<br />IS'
<br />IY
<br />T3"
<br />IJ'
<br />tt 1/1
<br />(tOn
<br />13'
<br />,1'
<br />t3'
<br />,3'
<br />,Y
<br />t]'
<br />13'
<br />1r
<br />7J'
<br />lY
<br />,3'_
<br />tY
<br />t]'
<br />1]•
<br />t3•.
<br />t
<br />_ Y_
<br />_1r
<br />1}
<br />-
<br />tt I/x
<br />I1 1 1
<br />/
<br />S (a0IT01F)
<br />6 (TOP)
<br />-
<br />tr
<br />--
<br />TS'
<br />-_
<br />13•
<br />t3•
<br />13'
<br />13_
<br />,•_
<br />3
<br />t]^
<br />,S•
<br />,3_•
<br />1r
<br />T]
<br />_(BOTTOM)
<br />a (TOP)
<br />1•
<br />3
<br />t•
<br />]
<br />t r
<br />1 3
<br />1 r
<br />1 3
<br />Ir_
<br />IS
<br />Ir
<br />- -
<br />---
<br />6 1/A'
<br />8 I/W
<br />6 1/4•
<br />6 1/4'
<br />-
<br />-
<br />-
<br />_
<br />-
<br />6 1/e
<br />6 #/t'
<br />° BOTT..'
<br />-
<br />-
<br />6 1/4'
<br />6 Ile
<br />Ile
<br />1/V
<br />-
<br />-
<br />-
<br />6 1/4`
<br />6 1/4'
<br />6 (aorL••)
<br />,r
<br />s•
<br />, r
<br />1 1
<br />D n
<br />,r
<br />r
<br />1 ]
<br />r
<br />7 x
<br />/
<br />a 1 2
<br />/
<br />,•
<br />3
<br />4 t n•
<br />1 non
<br />>S,-b•
<br />TO
<br />IA'-4•
<br />Ir
<br />6•
<br />lr
<br />Ir
<br />13'
<br />a I J 2'
<br />tT
<br />t
<br />a 2
<br />J
<br />9 1 J2'
<br />6 1 n
<br />U
<br />S i n
<br />t )
<br />35,-r
<br />To
<br />�'-6•
<br />13
<br />r
<br />1Y
<br />,r
<br />1r
<br />9 1/2
<br />Ir
<br />9 1/2
<br />10 1/2
<br />7 112
<br />Ir
<br />6'
<br />I (9OTTON)
<br />,r
<br />7 t/Y
<br />,r
<br />IJ
<br />s'
<br />10
<br />1r
<br />f0'
<br />it
<br />Jr
<br />is"
<br />6 ,n'
<br />1 (BOTTOM)
<br />tY
<br />S•
<br />,3'
<br />10 4/2
<br />13"
<br />7-
<br />or
<br />1 7-7
<br />1/25
<br />1/2
<br />,r
<br />.4 1,17.
<br />2 (TOn
<br />1J'
<br />C
<br />or
<br />_u•
<br />73'
<br />6 ,/r
<br />1r
<br />8 1/2•
<br />9 1/r
<br />6 1/2•
<br />13'
<br />S 1/2.
<br />2 (TOM
<br />or
<br />Y
<br />it
<br />13-
<br />!r
<br />• 1/2
<br />Ir
<br />1/2
<br />t0 1/2
<br />7 1/2
<br />sr
<br />6 1/2.
<br />2 (BOTTOM)
<br />Ir
<br />7 I/Y
<br />13,
<br />Ir
<br />,3'
<br />t0•
<br />or
<br />10•
<br />it'
<br />M
<br />Ir
<br />6 Ifr
<br />2 (BOTTOM)
<br />t3•
<br />t]'
<br />tr
<br />9 to
<br />i]`
<br />*9
<br />1 6 1n
<br />10 112
<br />7 1/2
<br />,r
<br />6 1/2.
<br />3 (TOP)
<br />Ir
<br />7 tfr
<br />tr
<br />,r
<br />Ir
<br />70•
<br />Tr
<br />10•
<br />1t• -
<br />8•
<br />6 In-
<br />3 (TOP)
<br />r
<br />tt t/2
<br />2 T/
<br />b 1/4•
<br />6 1/4'
<br />,2 1/t•
<br />6 4/4•
<br />-
<br />6 7/1•
<br />a tja'
<br />1 (BOTTOM)
<br />-
<br />-_
<br />x t/2
<br />12 1/2
<br />6 1J4•
<br />6 Ij4•
<br />2 1/2'I2
<br />i/2'
<br />-
<br />-
<br />_Ir
<br />6 If4'
<br />6 1/4'
<br />3 (BWT010
<br />T`
<br />r
<br />a'
<br />6i/r
<br />7•
<br />3 1/2"
<br />6_.
<br />J•
<br />4 1/2•
<br />r
<br />Q 4/r
<br />r
<br />4 (Top)
<br />1 1/2'
<br />r
<br />e'
<br />6'
<br />r
<br />P
<br />r
<br />A.
<br />4 I/Y
<br />3 112•
<br />6 I/V
<br />3•
<br />4 (TOP)
<br />•;
<br />-Ir
<br />-
<br />7•
<br />tl•
<br />-
<br />t'
<br />-
<br />r
<br />-
<br />S If2•
<br />-
<br />7 1/2'
<br />_•
<br />4 (BOTTOM)
<br />or
<br />- -
<br />B'
<br />-
<br />-a-
<br />-
<br />6•
<br />S t/r
<br />-
<br />7 1/2,
<br />-
<br />4 (aOT *4
<br />or
<br />13'
<br />tr
<br />9 t/Y
<br />Ir
<br />'9 1/2.
<br />70 I/
<br />7 t/r
<br />Ir
<br />6'
<br />S (WP)
<br />13•
<br />a 11r
<br />_
<br />Ir
<br />13"
<br />Ir
<br />le
<br />Ir
<br />10,
<br />11•
<br />a•
<br />it
<br />a
<br />1r
<br />7•
<br />,r
<br />or
<br />,3'
<br />B 1/2•
<br />U•
<br />9 t/x'
<br />to 1/2.
<br />7 ,/r
<br />U'
<br />, e t/2'
<br />S (BOn'OM)
<br />,r
<br />a I1r
<br />,r
<br />13,
<br />Ir
<br />to-
<br />or
<br />t0•
<br />„•
<br />r
<br />or
<br />•
<br />,]'
<br />! 3'
<br />i]'
<br />,0 i/2
<br />tr
<br />7'
<br />lr
<br />r
<br />7 i/Y
<br />S 1/Y
<br />1Y
<br />4 Sn'
<br />a (TOP)
<br />fY
<br />a'
<br />137
<br />73'
<br />1S•
<br />6 IJ2•
<br />11'
<br />6 1/a'
<br />9 1/Y
<br />6 t/2'
<br />tJ'
<br />S
<br />"(tOn
<br />6 1/4'
<br />6 ,/4.
<br />6 (BOTT^)
<br />-
<br />6 //v
<br />a l 4•
<br />6 1 a'
<br />0, P
<br />-
<br />-
<br />-
<br />-
<br />6 t/4'
<br />6
<br />SEE SHOT 11 FOR AND4M T,PF A S1rCM FOR 4ETALATSS WO nIME MULDNM
<br />11UWM MOM SADRRII NO WWMW EOM DEIANIX ARE NOGIED OM THIS SCHEDULE FOR r0.
<br />LESS THAN 40"10 ON 6C4'0lfl RmUCI ANCHOR SMdNC W "IPLVM SPACM S,OWM ON
<br />SCHEOM for M MLONM FACTORS. FOR 110 OPERA7IW TO K PO�L REDUCED SMC.M
<br />a9TMfD uwA FACTOR SHALL "W K LYE I" M "A smoc"O 4pG1ED FOR GCH 40160A TWE
<br />ON THIS SCWDLKL
<br />1/4•.
<br />Ve
<br />ve.
<br />IX.
<br />1/e,
<br />ANCHOR TVE
<br />UPM
<br />IMM-M
<br />-
<br />--
<br />IARC•IMPI
<br />-OYk-M-
<br />trNtlRM mow SPACING OP.)
<br />3
<br />3
<br />3
<br />3
<br />I yr
<br />a In
<br />MANOMewA oa
<br />3
<br />3 ,/r
<br />S
<br />3
<br />3 yr
<br />3
<br />9enea, Re] tmX
<br />--7,-
<br />rn•
<br />T A ,n•
<br />3 rn
<br />A ,?
<br />AMK on DIIIRINnE
<br />FACTOR
<br />I l/a'A
<br />-
<br />-
<br />-
<br />_.m
<br />o 3e
<br />r
<br />--
<br />9mon
<br />o--
<br />10
<br />Ilto
<br />'• SPACINGS ONLY VALID WlifN SPACER IS ll A. SEE /1 FOR MAX. A.S.D.
<br />DESIGN LOADS h MAX. P % IYHENI SPACER IS USED.
<br />1
<br />IANLJI A
<br />AS.D. OESIBl1 LOAD
<br />AIAXBRRIII PANEL
<br />LEMOiN
<br />40 PSF OR LESS
<br />V_11*
<br />> 40 PSF TO 50 PSF
<br />6'-2'
<br />> 50 PST TO 60 PSF
<br />5'-t0-
<br />A MAX. PANEL LENGTHS ARE VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS A W/ SPACER AT 12 1/2. O.C.
<br />ANCHORS (SEE SECTIONS It ALTORMTNES W 94EM 13, 14, 15 41116)__._
<br />3` MAX. R-1A/13, R-2A/13, R-3A/14. R-19/13. 11-20/13. R-39/14,
<br />D.W(2). -1.Ieo�L R-TAW/15 R-2AW/u. R-3AW//6i R-18W/15 R-28W/15 R-SBW/16.
<br />1)o7Q 0 O O 0 0 O b
<br />r
<br />I
<br />3• Yrx.
<br />1• MB.
<br />L/2
<br />i 1/4•01-2091• S.S. BOLTS W,@ � •1.
<br />(USE fDR PMKL lENG111 LE
<br />OVER 1`-6') EL NGTH,
<br />REGULAR STORM PANEL i REGULAR STORM PANEL r-8' a a40.0. -40.0 pt,t.
<br />. - - _ (W/ CVMM MD PAIL LENGTH 80l»
<br />1
<br />I LIFE 5AFETY STORM PANEL . i a A466D0.0PM. -ESL 4tAENPGsMf
<br />(WroOVERIAP B0L
<br />»
<br />A i usE a'_4 WN. PANEL LENGn
<br />-20t1' .A , ., _ _ _ _ _ _ _ _ _ _ _ _ _ ._ _ AT ML MOLOITO S
<br />S.S. BO175 W
<br />I
<br />A
<br />6
<br />,
<br />_____---------- . ._. -___.. ._:).. )}`I�� NCROIE3 ATSTLO __._.�__.._�. __.________._---------
<br />___ 6•
<br />i Q ATION 9 Urt SAFETY -
<br />D.Y..�3 PANEL BOTtW roRNERS O
<br />I -OVERIA°-
<br />orO WIG NO AT _ EYTEMOR _WING WIT AT
<br />3• MAX. LEST PAWL i�0� RIGHT PANEL. 3' MAT; t INSTALLATIONS ONLY VM.O FOR WVND
<br />t• LAIN, R-IA/13, R-2A/13, R-3A/14, R-iB/13. R-n/13. R-3B/14. I' MYi.I SPEED UP TO t70
<br />R-(AW/1B, 111-2410//6. R-34W/16. R-LBW/1S• R-2BW/15, R-30W/16.
<br />,•. - _ - _---_ ... - - _. -_..-ANCHORS (SEE SECTIONS a ALTFRtNATNES W SHEETS 13, 14, IS BIG).
<br />1/4• MAX. OAP
<br />LIFE SAFETY STORM PANEL 11) ELEVATION (t)
<br />REGULAR z tle7" SCALE 1/4'-1- REGULAR- STORM PANEL (MN M`15?P -i MOLE WI.t.EY) O STORM PANEL
<br />LIFE SAF PANN0.
<br />- V.
<br />FLORIDA
<br />BUILDING CODE Non High Velocity Nurricans
<br />Zone
<br />IFS•��OAIO►
<br />afG wrem 6c
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />rA'
<br />.r't(�4
<br />owm op,
<br />`'
<br />71 LTG O �N�
<br />GLOBAL PROTECTKI PRODUCTS, U.C.
<br />n'DUE
<br />SECTION A -A
<br />1t, Ales., R ant
<br />rfY'
<br />-a0O A9. 9t plan
<br />O WtE. R
<br />SCALE Ile- 1-,A...
<br />OIq �- M a MA ,
<br />AIto t
<br />IOE: (Na)6R-76-q . M-NM-f/tJ
<br />175
<br />nrMie
<br />Mt - �A Atli 6 �A .AYH
<br />DWOM W.
<br />rE. fN/eaYUUp/MR
<br />META A ,�WAlt1 y., r.E
<br />i7-'•T
<br />INSTALLATION DETAILS
<br />INTO
<br />FOR LIFE SAFETY PANEL
<br />WOOD STRUCTURES
<br />d)
<br />,1 wW�opwpp
<br />LII
<br />t1A•• lAPCON
<br />�. , 4•f TAM.1
<br />a 9 OC. 9'
<br />I
<br />1' 1 4 OR e P =o r
<br />I I' 1 NO.0 }
<br />AT7WGR O 9• o.C.
<br />-�
<br />1
<br />-• 1 1/2'_'/A_
<br />2.
<br />•,.{ ' ,,. - %2• 1/4.
<br />WX.
<br />�. 1/4• _._
<br />1 ! L-A3 r
<br />V
<br />''r t
<br />to )' 14
<br />- --
<br />1
<br />i I I
<br />L i pl_t i 1 L R L (3j
<br />6 asF
<br />" L LU111r 4 - f- e �-_. Nn4 13 EXLsny! l[ i u eIXroa$owdQj a
<br />Amp t sPUt-0•.A aus5 J.GL
<br />fl
<br />O t _. _-..
<br />PARR mop. f '--•- 1 EL MV# 6 -._'. IaYWA DfA r *
<br />p--.--_- t_ _ • -,L_ A a. PANEL ELEVATLENOTION
<br />R �• p C i (SEE RNATION N N LENGTH t Y
<br />N f N ON SHEET 12) -PANE
<br />iSI �7qN W -.+-__ _ .� 6- --- ___..:.A.._.. T T (RE ElE'M110N
<br />O12) f S 1 1 ON SHEET T2) 6
<br />O OADOF... LL
<br />M•--'SEPARA1XPt L .O N m AT i � N TO 61A55, 1 ( 1
<br />n TO GLASS, 1 V2 1 TS£OEASS -- 1 1 N ',�.) N4`M.'
<br />6' . L/2 Y ro OIASS..
<br />I e,3,/r 4 1
<br />10. Eq
<br />1
<br />r- 11 n"
<br />ow
<br />TEN
<br />__ .. -.. 1 8' PARSE ILGTN
<br />ELL'M
<br />( , ON smm 2)
<br />_ ;.. _ ___,
<br />'
<br />-. 1
<br />_"
<br />i _ _0 a'
<br />1
<br />EO 1
<br />1 1 EG 4
<br />_. - 1 EO-_ Ili•
<br />tt41- i-
<br />.-H .--. _-__ t
<br />%%%%%..........
<br />\J✓
<br />1/4-11W TAPC
<br />O.C.A3CR
<br />w/ SNUG
<br />11TE
<br />I
<br />I ,.)
<br />_ If4Y,WTAPCOf
<br />a 9• D.C.
<br />.. + '..' STAGGERED w/ STUD
<br />PLATE
<br />IZEWWED 4 - _�4•f
<br />ANCHOR
<br />'_
<br />mtn ►
<br />a n ,Los.
<br />TAPCON 2•N• WOQQ
<br />a 9. O.0 PLATE--GERED
<br />REQUIRED . , I
<br />wen
<br />to 1 D.O
<br />.1f4Y t—O V OA.
<br />live &ff fflKAFETY PANEL
<br />WALL MOUNTINGS
<br />SCARE 1/a-,'
<br />t�
<br />1. INSTALLATION ARE ONLY VALID FOR A.S.O. DESIGN
<br />PRESSURE RATINGS (Ps.}) AND PANEL LENGTHS ASGLOBALTION
<br />PER ELEVATION ON SHEET 14.
<br />WSWREOMM ktffa
<br />p, Tiwj
<br />�. CENS '•
<br />4418� i.
<br />IB * tlT
<br />q STATEDINC.PROTE'
<br />J SA Y P/lL
<br />WALL YOUNTINQS
<br />STALE 3/a-i'
<br />FLORIDA BUILDING CODE Non High Velocity Now cans Zone
<br />am loam M. 24 GAGE GALVANIZED STEEL STORM PANEL wvF.P-
<br />ow low
<br />OTT/MaR
<br />PRODUCTS, �'• a,L
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MENDERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />DENSITY OF 0.55 OR EOUAL
<br />i 9••'.
<br />�!Yc' FLORID ',.®'?J
<br />'No
<br />Pr 3a w. t Aa.Iwu" wa n mew DNw.
<br />nate flftlaaR-75N.
<br />, s, 31.
<br />-L 373u 20-175
<br />MK M-IMI4747
<br />NON,., 114p/OA$
<br />RAIBI A It All. P I .L , aV t7-+.
<br />A.G-COCAl9
<br />t 11Qi It K If
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (pes.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORY PANEL (,]� INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL(-) iwALtATxm AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5)
<br />WAX. ASA,
<br />DESIGN
<br />PRESSURE
<br />(v.sTM.tG)7
<br />MAXMUM
<br />ANCHORS
<br />SPA M*
<br />FOR
<br />MIN ED.
<br />PER S(.IM
<br />E
<br />BE(AIY
<br />A�PPUgAaL
<br />A o
<br />NAaMUM
<br />PAA4.1
<br />LENGTH
<br />1)
<br />YM#. AS,O.
<br />DESIGN
<br />PRESSURE
<br />(P�.s•� I
<br />NNOMUfA
<br />MIGNON
<br />SPAgIG
<br />FOR
<br />MIN ED.
<br />PER SCteOAE
<br />BELOW
<br />IroPP<.pJBLE
<br />t
<br />IIA1oA1LRJ
<br />N11NFL
<br />LEMOTH,
<br />(n.)
<br />TAPCON
<br />SOUD-SET
<br />P1NFI.MA
<br />FEMIVE
<br />q
<br />P�
<br />7MMC-NNEM
<br />GILN-w
<br />TMCON
<br />SOUR-S£i
<br />PUG
<br />ZAMIC-/N6M
<br />CAVE-M
<br />m
<br />r%Wmmm
<br />tb
<br />T°
<br />to
<br />m
<br />m
<br />10 I/2
<br />m
<br />,b
<br />m
<br />w'oor
<br />THEMN
<br />>W, -45
<br />ro
<br />Him -7S
<br />it I
<br />it'
<br />trT
<br />1r
<br />13'
<br />13'
<br />Ir
<br />/r
<br />la'
<br />Ir
<br />to'
<br />,
<br />OR
<br />�6
<br />i76T.0-73
<br />4i -/ 6
<br />Ta m
<br />U'
<br />r
<br />tr
<br />13•
<br />e ,
<br />it
<br />6 ,n•
<br />7 tn'
<br />S Ifx'
<br />13'
<br />4 1n'
<br />+
<br />pl
<br />�S
<br />IF
<br />n•
<br />s•
<br />1r
<br />or
<br />,r
<br />+s•
<br />»•
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<br />/
<br />,•
<br />]
<br />, r
<br />1 •
<br />3
<br />s•
<br />1•
<br />]
<br />9'
<br />, w
<br />7 1 n
<br />or
<br />e-
<br />1 I10nO1
<br />( )
<br />tr �
<br />„•
<br />,r
<br />,r
<br />u•
<br />,r
<br />r
<br />3
<br />r
<br />o
<br />(7oP)
<br />1•
<br />/'
<br />10
<br />a
<br />6 1 /2'
<br />7 1 •
<br />S 1 n
<br />A 1 '
<br />/ J
<br />x
<br />Ir
<br />11•
<br />or
<br />Ir
<br />13•
<br />,r
<br />13'
<br />t3'
<br />tY
<br />tY
<br />13'
<br />10•
<br />2 (BOTTOM)
<br />,3'
<br />r
<br />13'
<br />t3•
<br />tr
<br />9 1/2•
<br />1r
<br />9 I/r
<br />0 t/2
<br />1 I/r
<br />13-
<br />6 1/2•
<br />2 (BOTIOY)
<br />1'
<br />t'
<br />,'
<br />t'
<br />,'
<br />1
<br />13'
<br />tY
<br />tS'
<br />,O'
<br />(TOn
<br />t '
<br />3
<br />7'
<br />1 '
<br />]
<br />or
<br />t]'
<br />_
<br />f i / r
<br />t r
<br />► , 7.
<br />/
<br />1 1 •
<br />0 n
<br />7 1 •
<br />n
<br />71'
<br />6'
<br />3 (TOP)
<br />12 1/2'
<br />It 112
<br />9 1/i'
<br />b i/4'
<br />12 112'13
<br />1/2
<br />-
<br />-
<br />b t/A'
<br />• 71
<br />E (BOTTOM)
<br />-
<br />-
<br />n
<br />a n
<br />b /
<br />/
<br />2 n
<br />k /
<br />-
<br />-
<br />0 /
<br />/
<br />(BOTTOM)
<br />6
<br />a'
<br />6'
<br />6'
<br />6 ,/1'
<br />i'
<br />S_
<br />4
<br />4 1/r
<br />4 (TOh
<br />7'
<br />3-
<br />or
<br />D 1/a•
<br />7-
<br />J I fz
<br />6-
<br />.._r __
<br />v
<br />4 1/z-
<br />3•
<br />6 I/r
<br />_
<br />x 1/2'
<br />4 (.-,
<br />B.
<br />-.
<br />6c
<br />_ ,
<br />.6•-._.
<br />- _
<br />e;.
<br />_-
<br />4 (BOTTOM)
<br />Y
<br />Ir
<br />__
<br />a 11r
<br />°-
<br />--
<br />-__
<br />S 1%Y•
<br />._-
<br />r
<br />-
<br />w QIOnoEt)
<br />13'
<br />,r
<br />Ir
<br />12•
<br />t3•v
<br />10'
<br />9 (IOn
<br />6 1/2'
<br />'r
<br />13•
<br />,]•
<br />9•
<br />,r
<br />9'
<br />to-
<br />7 1/2-
<br />t3'
<br />6'
<br />6 DOP7
<br />,r
<br />,r
<br />,r
<br />, ]
<br />i r
<br />I •
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<br />(eor,oY)
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<br />1
<br />9 2
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<br />0 1 n
<br />7 1 /2•
<br />1'
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<br />e•
<br />S BO7fOY
<br />( _ 7
<br />t]•
<br />,t'
<br />IJ'
<br />_
<br />13'
<br />1]•
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<br />_
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<br />Ir
<br />1]'
<br />t0'
<br />_
<br />6 non
<br />_]
<br />,r
<br />_
<br />r
<br />13"
<br />10 in
<br />13"
<br />6 1/2'
<br />or
<br />_
<br />6 t/V
<br />7 1/2'
<br />_
<br />S IJr_
<br />13'
<br />A 1/2'
<br />6t fl
<br />-
<br />6 //1'
<br />0 1/{'
<br />_1]'
<br />6 , 4'
<br />6 1/1'
<br />-
<br />-
<br />-
<br />-
<br />tl 1/a'
<br />6 t/A•
<br />6 (BOTT!•)
<br />- _
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<br />6 ,/4'
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<br />NE Spin 11 FOR ANCHOIL9 "K a SP C04 FTW OWNAAWS MD WOOD MAE f KJ3*M
<br />• WAINUIIR N NOW >►ACOIN AID Nt1aA1N WK asumm An .100,7131 ON INS SC IA USE_ NW FA
<br />U56 INN, OMKA ON SCAmAaL K UCE ANCHOR VNCfG V MM-IRT.IO SAAC04 saw ON
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<br />WtVM USM FAe,OR SMALL No, K LESS TWA IRMIN SPACING OWAM FOR EACH ANCHOR t"•T
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<br />•• SPACBES TINILY VAUO WHEN SPACER b USFD. SEE TABLE 1 FOR WiX. -S.Q
<br />DE9G1 LOADS A MAX. PMEL lE7NGT1(S W4ffN SPACITN C 15 U^.D.
<br />1/4.0 TAPCW _
<br />.EX,SIWG PO4ME0
<br />ANCNOR a 9. OC
<br />WNCRETE OR
<br />/.
<br />CONCRETE
<br />REQUIRED, BLOCK
<br />i
<br />r 1 - 2 /�j
<br />T ��
<br />1/a• ,/4.
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<br />A
<br />AS,D. DESIGN L01D
<br />MAXIMUM! PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />8'-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 OV VAUD FOR INSTALLATIONS
<br />W/ SOLD SET ANCHORS A W/ SPACER AT 12 1/2- D.C.
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL C�
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/ef TAPCON _ pUSi1NC POURED 1/4.0 TAPCON ... WS1Nt 1Ci PWNED
<br />ANCHOR • 9 O C RETE OR ANCHOR e 9 D.C.
<br />C OR
<br />i CONCRETE ISLOV CONCRETE BLOCK
<br />WiDu D.
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<br />1/4.0 TAPCOO
<br />ANCHOR s •' O.C.
<br />EXLSi1N0 POURED CONCRETE OR
<br />CONCRETE BLOCK REQUIRED.
<br />AMM. ILIA
<br />III, REGULAR PANIE
<br />WALL MOU?mmw
<br />WALE 3/6.1-
<br />ED•
<br />I A
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<br />EXISTING POUKD CONCRETE OR
<br />. -CONCRETE BLOCK REQUIRED.
<br />SEE 94EM ,S ! to FOR ANCHORS
<br />ANBIOR AWE
<br />-Yes,
<br />IMPS A, SPACING FOR feTAUAT&S wim
<br />IF(NOD FRANC BURD M6.
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<br />3
<br />•t4NRIRMMM ORArw (111
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<br />SIX# DBTAeCE ARE 41DCATED ON i14S
<br />SCHtOME- TOR L0. LIES Tau fZ.
<br />ON SCHEDULE REDUCE 110" YAGJF
<br />O,RAepwel 6tPPeP J A O.)
<br />_
<br />A
<br />a• IRAitPLY/G Saw1No SONAR ON
<br />SdE°MI B7 M FOLLOWING FACRMS
<br />FOR INS OPE%MV" TO K FQARE,
<br />�(� y` �R R�
<br />peWll
<br />'EDUCED SRIGNN OIPAMM USING
<br />FACTOR SNLL NOT K 4= 11N14
<br />_ ���
<br />_ ___
<br />MOWINUM S4KMG INCKAIM FOR EACH
<br />ANCHOR TYPE ON THIS SCNLDM.E-
<br />r
<br />0.9E
<br />1/4'• TAPCC N _ .... ppppSSTT1MNOo POURED
<br />AM]OR e 9 O.C. __fiE OR
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<br />�..._ - _
<br />PANEL LD/G'RH
<br />LENGTH A ,
<br />(SEE I
<br />ELEVATm1 tl
<br />6' PANEL LENH011,
<br />SEE
<br />T• yy„
<br />I
<br />W SHEET f2) "I- 1
<br />HEFTELEVATION2
<br />� ON SHIEST t2)
<br />p--SEPARATION
<br />L
<br />°t-
<br />fl 1
<br />II TO GLASS.
<br />1
<br />r Yr
<br />r
<br />1
<br />LJ 4
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<br />1
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<br />E.D.�"
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<br />1
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<br />* Is W
<br />'a tC.
<br />,..._ 1/4•0 tAPCON
<br />-ANOOR
<br />_,.._1/4.0
<br />TAP NA
<br />a 9. O.C.
<br />ANCHOR a 9.
<br />O.C.
<br />CIUSRIG POLO" CONCRETE OR
<br />EXISTING POURED CONCRETE OR
<br />._0140 TE BLOCK REOUPW
<br />..CONCRETE BLOCK REOLNRED
<br />WALL
<br />nnfLm"__
<br />MOUNTMOS
<br />SCALE 3/8-1•
<br />FLORIDA
<br />INSTALLATION DETAILS FOR UFE SAFETY PANEL (1
<br />INTO WOOD STRUCTURES
<br />(l
<br />'' 1 4'a 7APCDN I�ff49 TAPWN
<br />O.C. + I 'r ,�A NCK"t a 9' O.C.
<br />r ill • 7 II 0
<br />11/4.
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<br />I 1
<br />® A p 1 ,jt-Xw,•
<br />F%SRN,¢,j I t 4Y-aO.t• �- ..r/+ �z.-i- - n FA�15 •
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<br />N I 18aR, MQ r
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<br />I t I _
<br />%i 1 IW
<br />p rt--._ --..- :-- 6• PANEL LENGTH
<br />p 1 (SEE ELEVATOR
<br />-i-. + PANEL LENGTH
<br />N R (SEE ELEVATION
<br />•--_ ON SHEEN 12) N 1 ` ON SHEET 12)
<br />1__.EPA9ATON.._. 0
<br />TO CUSS. IH--iEPMMTW
<br />6
<br />_ N 0 GLASS. b•
<br />{ i 1
<br />•,t VIFot EQ.--_ j et�oe
<br />''
<br />- ;
<br />}
<br />Eo -
<br />t_ F
<br />r.4' wo0y. ' VW WDOQ _
<br />PLATE PLATE
<br />REQAREb
<br />_t/4'e PANELWTr PLUS REQUIRED
<br />,.1/4.0 PARE MATE PLUS
<br />_ -.
<br />ANCHOR a 12 1/P O.0ANCHOR a 12 I/V O.C.
<br />ALTFBdAIIYE R-3AW
<br />�f.J.11`�._SAILLi r� r REGULAR PANELS L
<br />,twuU+FlrNt
<br />ALL MOUNTINGS INN, T.k/
<br />SCALE J/e-r• ✓
<br />alA:: VLEN�'.,9
<br />.44167 FLORIDA BUILDING CODE Non High Velocity Mirricons Zone
<br />24 GAGE QAlVA1IM STEEL STOIRI PANEL
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. AS.D. STATE OF •:HOC oRIWx F,
<br />-�--�
<br />DESIGN PRESSURE RATINGS s.f AND PANEL YiH�O'• F n/am
<br />LENGTHS AS PER ELEVATION (ON SHEET 11 '5� ,P LOR I1LIECOINa. AL PROTIECTON PRODUCTS- LLC, ,MIL
<br />`'HA So SMW
<br />�ONMi.0.H'1-
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD S/ORAL E� / t% a r aa,eRM4�A a AMe Usm
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC FNHMM+aML- r HP:• ttlF�':'N,-,AN H.: 6R6 fn-HT F1GNE ryM)ps-39I6, r3s (ae4)Nu-tan 20-175
<br />DENSITY OF 0.55 OR EQUAL PE. »/Ot7E CA-99M17,9 w.w esr rN AWr-. r BLMeto tr
<br />4M.1O1 w TUIV J_ P.L M ti $.ED 14 a .6
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<br />SHEET NO.
<br />SH 1.4
<br />
|