|
1d11111 IW� iLe1v i _ l u, a..L. W
<br />,END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE.
<br />CONCRETE BLOCK OR WOOD STRUCTURES6 VAUQ FOR REGULAR, UFE
<br />vAIaED 1 ® Q OR .oao r ., r A ar 31m II_„ •�1,
<br />4 ,A W 8AM", AUDP Bart. RULE
<br />S McL'1 PIEati eD
<br />!-2 1/r - tAPOd1 • f! O.C. 1•
<br />i
<br />POUM aaacaa.61ocN a r.4• +000 i tA�1
<br />DANa c a work G� L 11/MOMI i t/Y a4101,
<br />tIt1NMF Lm IaavLON Q
<br />• ,r oA 1 :. r . ms a
<br />..... ^ •� S IY 2• ° r . COMI. l
<br />2 1 •m10DRM •
<br />\J l n>7 y,•
<br />Qt _( i
<br />��•�••���� 310I-11/t. SM PVJ Ma cO cnm Ommw
<br />TMP t�
<br />1 fT'•I ' pLaK Da 2W WON nwc
<br />'} ©
<br />bW1Ae 2 tit' -j !' .• i 1/`,2 J
<br />ALUM."ML
<br />/•• • WAL '.' . 4• ..ow
<br />• ,Y tic ),m-•,14 al 4093-n ^MW
<br />R/.MCxMN t+ Ah- MIOLc
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4•-1' WALE 1/0-1• SCALE 1/4'-1' SCALE 1/4'+1•
<br />q OR P01Rm COMdITi V. I O IIIM As o ARD ($
<br />13I roYIRo�D x[f[. _ 1---i-�f•��1 +l3► 'K7 mOR rl.Eatc� t 70�I0s1P r amomma ' Y2RwA[ OII�sQ7Es.
<br />r..(MOT. ►BELL
<br />OVERLAP BEYOND 2 PINY[ .eyt IMp.W ; K pPlpr,[ i Loa it)
<br />OPENING 111117111) eaNalEtE mRlmne MMLOU
<br />ac 1
<br />- OR®
<br />H 1AYat3 j .© a �Iea PWiAY rL n INNS W
<br />r IIa 1 111" (Woo art ve FANEIS
<br />'
<br />it . ao. CISTANCE T 1 I++••)
<br />CASE G (PLAN)
<br />�•a A:.r!4/r
<br />•F-7� SDU 1/4.-1'
<br />Wdom
<br />,AR e r = 3 u VALID FOR DOW MGM INSTALLATION ONLY a
<br />�' sF•••';"
<br />• CERTIFIED PM& INSWATION AT WADS N/
<br />ND. 44T67 SULFATE LEVEL VMNTIONS WITHIN 3/4•
<br />FLORIDA BUILDING COOS Non Y*WW NurAooBe Zone
<br />CASE E (PLAN) CASE F (LAN) TAIT .Rm 167Ky INC. 24 "K oALVANCED STEEL STORM P,a(a '3
<br />SCALE 1/4--1- SCALE 1/41'-1• �4. `'•. f[OR10�• aMW In
<br />C 07, CLOG& PROiEC' w PROt)IJ m LLC. a
<br />I I LIE Wlx
<br />•A41 N Sep sa I v
<br />Ow FL Ali 20-175
<br />f 'ti'Ff! 1\i pR aIK-1yP � un MOM M4)M-f[M FNI. CMNMP a7R
<br />W R.
<br />G-OOM7t.4197
<br />Ps aN/ldL.teM/00E ►_ . flRl a a ,1
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACLNG
<br />=wriDUL FOR REGULAR STOP PANEL M INSTALL •TIONS INTO- WOOD_ STRUCTURES
<br />(VAUD ONLY FOR PANEL iQ INSTALLATIONS AS PER ALTERNATIVES 1 W THRU 4W, ON SHEETS 8 k 7)
<br />MAX. A.S.O.
<br />DESIGN
<br />PEE
<br />RAT"
<br />(P.a.i.)
<br />M MOM ANCHORS 7PACRW MR LO. - AS SHOWN ON 11HEEtD 5 e 7
<br />APp D"
<br />a ANr
<br />CA THEM
<br />MAt06LM
<br />PAIIa
<br />Tt1161M
<br />1APCON
<br />LAO SCREW
<br />PAEILMATE
<br />F[MAE D
<br />PANDWIE
<br />1"
<br />eDOO BUSa116
<br />1r
<br />Ir
<br />Ir
<br />Ir
<br />W )
<br />1J
<br />_Ir
<br />IJ'
<br />-
<br />3
<br />r
<br />r
<br />OIaI+mQ
<br />6 l/r
<br />a I/e
<br />6 1/r
<br />6 1 It
<br />a lit'ITT
<br />(TOP)
<br />-r
<br />e
<br />e t/c
<br />e
<br />a 1n•
<br />6•
<br />6 I/4'_
<br />-
<br />(eOTr.•i-
<br />(
<br />-
<br />s'-w
<br />OR
<br />L ESS
<br />__
<br />Ir
<br />-_ —
<br />s
<br />e
<br />e•
<br />MUMM)
<br />13•
<br />,3'
<br />_
<br />--lr
<br />_
<br />lr
<br />1Y
<br />(ram
<br />+4Va
<br />cpp
<br />13"
<br />_
<br />,
<br />13•^
<br />Is-
<br />,Y
<br />13'
<br />,r
<br />,r
<br />I3•
<br />6 n
<br />9 colon
<br />1r
<br />tr
<br />lr
<br />Ir
<br />r
<br />IW (ban"
<br />a 11r
<br />a 1/2,
<br />a //r
<br />a lit•
<br />a in'
<br />(TEA)
<br />e 1/4'
<br />in•
<br />12TO
<br />0 1//'
<br />((bOffT.•)
<br />>D'-0•
<br />4^
<br />4 lit'
<br />rit'
<br />'
<br />'- --
<br />,r
<br />Is-
<br />Ir
<br />a l/r
<br />• SEE TABLE iT FOR MAX. AS.O. DESIGN LOADS a MUL PANEL LENGTHS BRI N SPACER ® S
<br />I=. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8
<br />MAX. A.S.D.
<br />OCSIGIN
<br />PRESSURE
<br />RATING
<br />MAVMN ANCHORS SPACING FOR LO. - AS SHOWN ON SHEETS 6 e 7
<br />APPLICABLE
<br />TO
<br />givovzm
<br />O�pl,a, OF THEM
<br />UENGT H
<br />(it-)
<br />TAPCON
<br />LAO 50"
<br />PAMFEMALEaa
<br />PNWIAWE
<br />WOOD fmm"
<br />or
<br />13•
<br />1Y
<br />Ir
<br />IV
<br />,r
<br />l3
<br />,r
<br />13'
<br />a'
<br />IW UDIrDIq
<br />eP n
<br />e nt '
<br />•, n
<br />e t •
<br />n
<br />6 I n
<br />DaP)
<br />-
<br />_ - -"-
<br />6 I/4'
<br />l2 I/r
<br />L
<br />6 1/4'
<br />morl,•)
<br />W-W
<br />_
<br />7• "-
<br />n
<br />7 1�2. _-
<br />r.
<br />_.
<br />'-'
<br />-
<br />(rah -
<br />TOR
<br />(BORSHT
<br />Ir
<br />1J•
<br />13•
<br />,Y
<br />or
<br />OOP)
<br />446. -46
<br />to
<br />+7a -7e
<br />,r
<br />1 ---
<br />r
<br />+ Y
<br />is'
<br />or
<br />polraij
<br />,r
<br />,r
<br />13
<br />1r
<br />1 r
<br />W
<br />,r
<br />it
<br />._
<br />13"
<br />or
<br />6 1/4,
<br />10 Mot")
<br />e 1/2•
<br />6 1/1_--
<br />a ,n'
<br />I a 1/2•
<br />1 a lit•
<br />(wi
<br />1/4•
<br />12 I/1•-
<br />6 1/4•
<br />(p071.•)
<br />TO
<br />,
<br />7 1/1'
<br />-
<br />(TOP)
<br />T-!'
<br />a 1/2•
<br />r
<br />8•_
<br />-
<br />SIN mmum)
<br />-•-Ir
<br />D 1/2-
<br />-to'
<br />lY
<br />1Y
<br />,r
<br />• SEE TABLE /1 FOR VAX. AS.O. DESIGN LOADS al MAX. PANEL LENGDS MIEN SPACER 0 IS
<br />USED, C0IRRE5'PONDIR: ONLY TO NAWATE 2W ON SHEET 8
<br />TARE
<br />li A
<br />A.SA COW LOAD
<br />M PANEL
<br />LEHM
<br />40 PSF OR LESS
<br />a'4'
<br />> 40 PSF TO 50 PSF
<br />W-2•
<br />> 50 PW TO 00 PW
<br />W-10•
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FAIR INSTALLATIONS
<br />W/ PANEL MATE AMALE ID OR PANEL MATE PLUS
<br />ANCHORS • W/ S11aNANQ� 1/2. O.C.
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL (f)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />/.•. TAPEgN __ 1/4-0 TAPC011_y_-; �Fo11,IED
<br />ANCIIDR a B' 0.C, CONCRETE B�l.0011 ANC1ap • Y CWMCREM BLOCK
<br />TIEORRFD. WAN=.{/9��
<br />I _ ti/
<br />I .. -- 1 I..
<br />m
<br />a
<br />PANEL m
<br />(SEE [LEwmm
<br />ON OWU 12)
<br />V2
<br />LOA
<br />ROCN I _fir �®
<br />R[OUSaD. I � � e t/L• Y
<br />1/410
<br />ANCI+DR As is , o IS.
<br />in "M 1s a n Nall Ra•aO TYPE 41 WAMN
<br />pirv"om I00 II= PROS DALO Ma
<br />MpRAR MOM MOM Ma MUM Eoa OWAM
<br />AM ov"U ON its IOaOULL FOR LD. I= "m
<br />NOCam on smm u AMID[ AIIOOR SPNM M
<br />4AA3BL"m - -1 OHM am scmm i w M
<br />Fo nm FAUM M FOR 11K OPOLO N to R
<br />RRRKm ram olpmo I=a new Sank will K
<br />LM 1114a wMMA a/CMa **UFO FOR EACH AM=
<br />1171 am im SCHMML
<br />AnaR 1Wc
<br />_,r'
<br />wpm
<br />, ati
<br />maalA kwm wo mlp 00
<br />3
<br />3
<br />-MMpmaa m"••a Bti
<br />3
<br />3
<br />MK ■S e1eM■
<br />aloes
<br />--
<br />u
<br />-
<br />EATS
<br />-
<br />DOSIIIO ►VI ICos
<br />;
<br />COMORM
<br />PFO RIND BLOCK
<br />I/v. MnN[LMATc
<br />ANO10R (pEYOMC)
<br />WALL WN
<br />WAX A04.1
<br />�""
<br />1/r�lRn• .
<br />1• MAX
<br />----;�-
<br />PANEL tnw,N
<br />Ir
<br />I_
<br />1
<br />1
<br />• 1
<br />eKYPIM
<br />FLORIDA BUILDING CODE
<br />(VALID ONLY FOR PANEL (D NVALLATONS AS PER SECTIONS 1 THRU 8. ON SHEETS 4 t 3)
<br />MAX. A.S.D.
<br />OEMQ
<br />yJ,)
<br />AfUMW ANCHORS SPACING FOR MR E.D. PER RREDULE SELOW
<br />TIaXIIAIY
<br />D
<br />A,)
<br />NAIL AS&
<br />DamPON
<br />,e
<br />I XWA A/1740M SPACING FOR MIN EJL I= SCHEDULE aHDN
<br />•vftNOPetE
<br />wm"
<br />D�sJDr
<br />+PR6SaME
<br />UPOON
<br />FEW
<br />1 n
<br />PLUS
<br />2wM-WAN
<br />to
<br />rAPOOR
<br />Sao-a
<br />rM-Rw
<br />,(-
<br />fw�TM°
<br />To
<br />a
<br />to
<br />mzmkfim
<br />Tot
<br />112
<br />mam
<br />Or
<br />DLEM
<br />,r
<br />1r
<br />13•
<br />,•
<br />3
<br />, r
<br />Ir
<br />, r
<br />, r
<br />,r
<br />, r
<br />, r
<br />or
<br />,
<br />6,_r
<br />EAR
<br />LESS
<br />•• -•a
<br />.ee, -sa
<br />1 r
<br />,r
<br />,r
<br />1r
<br />,r
<br />1 r
<br />t r
<br />u•
<br />,r
<br />1r
<br />,r
<br />1
<br />,
<br />a' -r
<br />0R
<br />Los
<br />tr
<br />,3'
<br />,r
<br />tr
<br />Ir
<br />Ir
<br />f3•
<br />1r
<br />Ir
<br />,r
<br />is,
<br />it
<br />I avoluA+)
<br />13•
<br />Ir
<br />1Y
<br />,r
<br />Ir
<br />IS-
<br />1r
<br />or
<br />it
<br />,r
<br />it
<br />it I
<br />, (Ia11KQ
<br />Ir
<br />1r
<br />or
<br />lr
<br />A•
<br />13,
<br />Ir
<br />or
<br />or
<br />Ir
<br />it
<br />IY
<br />2 iron
<br />1r
<br />or
<br />1r
<br />13•
<br />it
<br />it
<br />,r
<br />Ir
<br />or
<br />it
<br />Ir
<br />11 1/2
<br />1 (mm
<br />Ir
<br />lr
<br />Ir
<br />is•
<br />,r
<br />13•
<br />13•
<br />,r
<br />,r
<br />or
<br />,r
<br />W
<br />2 (WfIOM)
<br />tr
<br />Ir
<br />,r
<br />,r
<br />Ir
<br />Ir
<br />"Ir
<br />13,
<br />or
<br />Ir
<br />Ir
<br />11 t
<br />2 (earia10
<br />tr
<br />or
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />or
<br />,r
<br />13'
<br />,r
<br />Ir
<br />,r
<br />) (TOP)
<br />13'
<br />Ir
<br />or
<br />or
<br />Ir
<br />13'
<br />13'
<br />13•
<br />Ir
<br />Ir
<br />Ir
<br />i1 1/2
<br />4 1 4'
<br />f try
<br />s._Lpp",
<br />-
<br />-
<br />7 In
<br />,! l
<br />e Try
<br />f ,/4
<br /># 1n
<br />1 I/
<br />-
<br />-
<br />t ,ry'
<br />a Try
<br />3 WOTWY)
<br />e'
<br />r
<br />r
<br />r
<br />r
<br />r
<br />e"
<br />r
<br />r
<br />r
<br />P
<br />7 1/r
<br />+
<br />a'
<br />S 1
<br />r
<br />r
<br />0'
<br />0 l/r
<br />a
<br />7 ,/Y
<br />11
<br />r
<br />r
<br />r
<br />4 crop)
<br />r
<br />-
<br />r
<br />-
<br />s•
<br />-
<br />r
<br />-
<br />e•
<br />-
<br />-r
<br />-
<br />fl6at+O!Q
<br />6•
<br />-
<br />r
<br />-
<br />r
<br />-
<br />e•
<br />-
<br />a•
<br />-
<br />r
<br />-
<br />+ (eor1010
<br />tr
<br />Ir
<br />or
<br />it
<br />it
<br />,r
<br />IY
<br />1.r
<br />Ir
<br />Is-
<br />Is-
<br />Ir
<br />('RIP)
<br />tr
<br />"Ir
<br />Ir
<br />Ir
<br />,r
<br />,r
<br />"Ir
<br />-tr
<br />"Ir
<br />lr
<br />Ir
<br />111/!
<br />(mP7
<br />13�
<br />,3•
<br />Ir
<br />13•
<br />lr
<br />Ir
<br />,r
<br />or
<br />1r
<br />Ir
<br />,r
<br />,r
<br />it
<br />,s•
<br />13'
<br />Ir
<br />,r
<br />Ir
<br />or
<br />or
<br />it
<br />or
<br />-Ir
<br />.3..
<br />i, 1J
<br />D (SD w
<br />Ir
<br />;r
<br />Ir
<br />/3•
<br />,J'
<br />• 1T
<br />- 1r
<br />+r
<br />it
<br />.13,
<br />Ir
<br />,r
<br />a (TOP)
<br />rr_
<br />tr_
<br />'
<br />,r
<br />,r
<br />tr
<br />1r
<br />Ir
<br />u•
<br />tr
<br />it
<br />1,-in
<br />a (ion
<br />s 1 4•
<br />6 1/4'
<br />6IJa•
<br />6 t 4•
<br />-
<br />-
<br />-
<br />-
<br />e 1 4•
<br />6 I/r
<br />• !•
<br />-
<br />-
<br />0 try'
<br />e, ♦•
<br />e 1 4•
<br />e / 4'
<br />-
<br />-
<br />-
<br />-
<br />6I ♦•
<br />61 /•
<br />e
<br />tr
<br />r
<br />lY
<br />10 I
<br />or
<br />r
<br />13,
<br />r
<br />7 in
<br />S 1n
<br />,r
<br />• t
<br />1
<br />>6.-e,
<br />ro
<br />14-4'
<br />Ir
<br />6`
<br />,
<br />1r
<br />N
<br />6 IJr
<br />,r
<br />6 17
<br />617
<br />6 IM
<br />it
<br />6 11r
<br />I (TOP)
<br />W-r
<br />ro
<br />6•-r
<br />or
<br />r
<br />I 1r
<br />or
<br />I is,
<br />B i/sl
<br />or
<br />I to In
<br />10 1n
<br />11n
<br />it
<br />r
<br />I (BOrIaO
<br />it
<br />7 +
<br />1r
<br />,r
<br />it
<br />10•
<br />,r
<br />to,
<br />it,
<br />r
<br />1r
<br />6 tit•
<br />1 (BOTTOM)
<br />1J•
<br />r
<br />,s•
<br />10 llr
<br />or
<br />r
<br />lr
<br />I r
<br />7 In
<br />A In
<br />1r
<br />4 l/2'
<br />2 111
<br />Ir
<br />M
<br />or
<br />..1r
<br />Ir
<br />tY
<br />0 IJr
<br />Ir
<br />a 1/2'
<br />6 l/r
<br />6 lit•
<br />1r
<br />S I/r
<br />2 MM
<br />t3'
<br />r
<br />Ir
<br />Is-
<br />1r
<br />6 , !
<br />is-
<br />6 ,n
<br />to 1/1
<br />7 I/2
<br />,r
<br />6 yr
<br />2 CSar+OW
<br />7r
<br />7 ViF
<br />Ir
<br />,r
<br />lr
<br />or
<br />or
<br />Ir
<br />r
<br />I 1r
<br />a Ix
<br />2 witi M)
<br />tr
<br />r
<br />Ir
<br />or
<br />1r
<br />is 1/1
<br />,r
<br />Is In
<br />10 1/2
<br />7 1/2
<br />Ir
<br />4 l/r
<br />3 (rOP)
<br />i3•
<br />7 1/r
<br />or
<br />or
<br />it
<br />to,
<br />or
<br />to-
<br />it`
<br />r
<br />Ir
<br />6 I/1.
<br />3 (TOP)
<br />12 In
<br />12 I/e
<br />6 try•
<br />6 IJ+•
<br />2 1/r
<br />6 IJ4•
<br />-
<br />-
<br />6 1/46
<br />a Try•
<br />3 (BOrW
<br />-
<br />! In'
<br />! ,J
<br />a 1//'
<br />a 1/1•
<br />2 1
<br />i2 /n
<br />-
<br />-
<br />6 1/4
<br />6 1/4.
<br />3 (DaNa)
<br />r
<br />r
<br />r
<br />D In'
<br />7'
<br />3 1/2•
<br />r
<br />4'
<br />4 1/2'
<br />3'
<br />a 11r
<br />r
<br />4 (W)
<br />F i/2'
<br />r
<br />r
<br />r
<br />r
<br />4'
<br />a'
<br />4'
<br />4 1/1`
<br />3 1&
<br />6 In•
<br />r
<br />♦ )
<br />6'
<br />e'
<br />e'
<br />_ e'
<br />-
<br />3 in•
<br />7 tit•
<br />r
<br />e'
<br />r
<br />r
<br />D tit•
<br />7 1/1'
<br />(S011OIQ
<br />1r
<br />_
<br />r
<br />,r
<br />1r
<br />,r
<br />6 11r
<br />Ir
<br />2 lit•
<br />to to
<br />I ,/1•
<br />Is•
<br />r
<br />a (top)
<br />1]'
<br />to 1n'
<br />Ir
<br />1r
<br />it
<br />or
<br />Ir
<br />lr
<br />11•
<br />r
<br />13.
<br />s 1
<br />Is•
<br />7•
<br />Ir
<br />W
<br />Ir
<br />B 1/2'
<br />Ir
<br />01,
<br />0 t/!
<br />7 1/r
<br />Is•
<br />6 1
<br />(D oome
<br />Ir
<br />Sin'
<br />tr"
<br />13'
<br />,r
<br />to*
<br />or
<br />10•
<br />,1•
<br />r
<br />jr-
<br />a I/r
<br />00TIOM)
<br />Y
<br />,r
<br />r
<br />7 In•
<br />S t/r
<br />1r
<br />, in
<br />a
<br />/Y
<br />r
<br />/3'
<br />,r
<br />13•
<br />• tJr
<br />Ir
<br />a ins
<br />1 r
<br />a 1/2•
<br />IF
<br />a ilr
<br />clam
<br />6 , s'
<br />6 , a•
<br />a ,/4•
<br />a ,//'
<br />e , /•
<br />a ,p'
<br />a SOTT."
<br />a / s•
<br />6 , 4•
<br />i , a•
<br />s t P
<br />-
<br />, 4.
<br />6 1 r
<br />a
<br />ea IKW 1t to aimm TIFF a SPAM POP RIMUaaM •0o am "MAR 2LKNM
<br />e WOWA AND= LVMM AO 4e1aaM WK owpm ARE IOOom ON Do SM" fall EA
<br />" tMw *OCM aN so"" ROUCi MOOR mme BP "TOLVM SPAM& "M ON
<br />DOM " W M FOWMI I FAMW FOR INK OPONUM Io K PONWE IW0 M 04"
<br />OaA,ie LONG PUM 911LL ,r7 K LOI IWW Y3MW IMOe NO MM FOR EACH MOM TYPE
<br />ON nm ttclRalAE
<br />ANCHOR TYRE
<br />1ryt
<br />UPON
<br />y4Y
<br />N%Me- F
<br />t/Rh
<br />1/4-4
<br />1LW9
<br />t/oa
<br />OMA-M
<br />aNRaJIMR
<br />M61aM now s1ACR6 )
<br />2
<br />a
<br />7
<br />3
<br />I /T
<br />2 Ip
<br />PI
<br />3
<br />3 1/r
<br />or
<br />2
<br />A I/r
<br />2
<br />Ow FIOOI
<br />/
<br />2 ,JI'
<br />3 IJr
<br />3 in
<br />1 I/r
<br />4
<br />ADna1L E50E omvm 0m)
<br />FACTOR
<br />-
<br />-
<br />-
<br />ue
<br />2 �
<br />an
<br />o30
<br />r
<br />pap
<br />0.YP
<br />31
<br />-
<br />,.m
<br />IN
<br />-
<br />lip
<br />lip
<br />'• SPACOW ONLY VALID W1ET1 SPACER S USED. SEE 1 FOR VAX. A.S.D.DEM
<br />LIMOS k MAIL PAIJEL WHEN SPACER
<br />D&LAL
<br />A
<br />A.G.D. DESIRE LARD
<br />t "PAN&
<br />umm
<br />40 PSF OR LESS
<br />W-8•
<br />> 40 PSF M 50 PSF
<br />6'-2•
<br />> 30 PW TO 60 PSF
<br />8'-10*
<br />A MAX. PANEL LENGTHS ARE ONJ.Y VALID FOR INSTALLATIONS
<br />W/ SOLID SET MICIDRS t W/ SPACER AT 12 1/2• D.C.
<br />(WE SECTIONS As ALTEANXIM ON SHEETS 13, 14, 1e at6)•—.._..._. .. ......_..._..
<br />j r VAX. R-IA/134 R-2A/13, R-3.11/114. R-20/13. R-30/14. 3''W
<br />D.W( . 1'—M R-IAW/15. R-2AW/15, R-3AW/16. R-1BIN/1S. R-nW1115. R-39W/18.
<br />0 0 0 0 0 0
<br />______� _r__ i, I ; ;�;I
<br />�' ' 1 '� I 11 L/2
<br />1 4-0-2Otl' Sm BOLTS Wk),
<br />USE P p, LAX
<br />1•
<br />(PAN1D101H 1 j i P#M LDIGTH
<br />I
<br />I REGULAR ST'aW PANEL I REG" PANEL ; ' row
<br />W.0. -40A P.p.r.
<br />i 01ILRw wD PANEL TEN01H Dot
<br />_ _ _ tw/ »
<br />.1
<br />r r•4a0 ---------------
<br />P EL L
<br />lY�RY PANEL. P•a.f,
<br />. LIFE SAFE i _
<br />,
<br />aro o.nNAP lio PANEL
<br />LENGTH Bat)
<br />A T �Av
<br />UK 2'�' MR. PANEL LWCIH
<br />-j(�I,; t/4•P-2O.r i .tea.. _ _ , . 1 _ - - ' - - - - 1- - - AT ALL krLxyvm
<br />1 I I i
<br />I
<br />_
<br />t/
<br />+ I' I I ^�R'. j i ••C7•7 _ L .t_ ...1--.._ Y' y i. i
<br />I
<br />1 _
<br />pij iNI%ra+i� ;T sfi3O
<br />j 1 . - 1�cATmA a LSE SAETY _ I 1
<br />PwNt eDnHx+ ,331tNER4 �- p f�f
<br />L. giE14Ai � I
<br />or O WM NUT AT I MIND NUT A7
<br />r" LEFT PANEL �. WAW PANEL r TDa t 0WAL1ANON5 ONLY ,MUD FOR WIND
<br />I• wt. 1111-103. R-2A/13. R-3A/14. R-1R/13. R-4B/13. R 3B/14. 1' ON, SPEED UP TO 170 Nlp.x.
<br />R-1AW/18. R-2AW/15, R-3AW/1e. R-1eW/t3. R-2BW/15, R-38W/18
<br />�.. ------ -...-... -._._ _....___ _ ---ALTARS (SEE SE"ONS Is ALTERNATIVES ON SHEETS 13.44. tS ate)-. - ip• wal. GAP
<br />aid LIFE SAFETY STORM smft REGULAR 2PANEL Cl) ELEVATION (t')
<br />r
<br />SCALE 1/4• 1
<br />r� 3e7' �O ( STORM f
<br />.. slw PANEL 6+N aLmA. -, maa[ LwLtY) alolw I+A1E1
<br />Max. OAP : �(•.
<br />1
<br />i
<br />II FIn
<br />a
<br />Mo.
<br />I LENGTH
<br />ELEVATION
<br />PIE[T i2)
<br />itr.
<br />d1
<br />* 3l
<br />In SAFETY PNNF1 : #
<br />FIL
<br />A WILDING CODE Non HIgh VW*anv mu
<br />no Zone
<br />F RID►
<br />•pmp 11'�
<br />24 BADE OALVANWD STEEL ST01RT PANEL
<br />'
<br />EXTERIOR Irs;��..,,N ...*
<br />e
<br />- ---
<br />I L E C O EMS.
<br />T� AM P�T� PWWM U.C.
<br />arotAic�
<br />SECTION A, -A
<br />�"•7
<br />a4M�
<br />4em Sm. /, eittla
<br />SOME I/4'•t•
<br />w.-. M �tr-1a
<br />PIeIC (+IaIpK-T6w nEa1(Ra>•e-rn7
<br />20-175
<br />INANa 1-
<br />fE, pM/SaMYYpE/0,R
<br />IIIL Tt4... RE
<br />1Ne7A 12 or N
<br />u pan�M�
<br />r q
<br />-. .. v YAI
<br />sj. pmon. umm
<br />.i ON DIEEF 12)
<br />it,
<br />I.IP!_ sawn PAN N&
<br />GID'D5:
<br />1. INSTALLATION ARE ONLY VAUD FOR A.&O. DESIGN
<br />PRESSURE (NTING6 P.e.T AND PANEL I.Ma AS
<br />PER ELEVATION ON S IL
<br />2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD
<br />MEMBERS TO BE SOUTHERN PINE, No 2. W/ SPECIFIC
<br />DENSITY OF 0.56 OR EQUAL
<br />WAGER
<br />EAU
<br />rApcok
<br />I rr C.C.
<br />,
<br />D
<br />M1)
<br />oigo
<br />Af a
<br />J.
<br />PANEL. Low"
<br />ME1Ml10M
<br />6
<br />ii o° slm 14
<br />i
<br />+ Ran
<br />to our a"aTO
<br />1
<br />I
<br />l ...� ..
<br />O � !
<br />i•--sriAa�.
<br />ODI1. _
<br />I
<br />71
<br />4•a —09-olArN wow
<br />O.C.
<br />FANIELZ
<br />l A. Tf(U
<br />L
<br />SCALE 3/0-I'm
<br />FLOIRDA
<br />WLMG CODE I
<br />TAPCOI
<br />Re V,ac
<br />I �l
<br />V MAIL
<br />0I• PANEL WIDTH
<br />ON BMW 12)
<br />r II
<br />� 1Q
<br />1~
<br />A0raC.
<br />as
<br />D. NG G11)7
<br />24 OBOE "LVANRED STEEL S/WW PANG
<br />F.F.
<br />_
<br />O
<br />IT
<br />STATE
<br />_
<br />I L E C O ale4.
<br />CT PPM uc•
<br />" a
<br />__..
<br />iy
<br />- 1,I'247
<br />4pm IIIc m
<br />OwN-e>.++.
<br />CORK
<br />...
<br />n.-�•le4- - .Aw. —
<br />a"
<br />rAR a>a~pw
<br />Marc a im4t
<br />20-175
<br />1
<br />I
<br />.
<br />eRNMr °4:
<br />aE A sufr .ir. Pz
<br />6IQt n a u
<br />MAXIMUM A c.D. DESIGN PREC@URE RATING (n.iLf.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORY PANELM INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL (D INST'ALAVIONS AS PER SECTONS 1 THRU 8, ON SHEETS 4 4L 5)
<br />MAX A.S,D•
<br />DESIGN
<br />PRESSURE
<br />"AIM
<br />(P.a1.)
<br />AIomm MC"M SPICING IN INN CA PER 901MAE OEM
<br />To
<br />yaAMyy
<br />um 1
<br />•L•
<br />00
<br />MAK w
<br />,ATp,p
<br />(Ae.t.)
<br />MMmNNI AaOF10R8 [PAM FOR MR Lot PER Soma DELOW
<br />� �E
<br />yan
<br />am
<br />.L.
<br />00
<br />TAPOOm
<br />DOIID-wr
<br />FEMALE
<br />10
<br />zoi"-N"
<br />GlA-M
<br />f
<br />TMOON
<br />SOUD-ell
<br />PLOD
<br />ZAMAr IWJI
<br />CALK-w
<br />a �•
<br />a
<br />a7ur
<br />W
<br />W
<br />mwwm
<br />OF TIQI
<br />O.Am
<br />a
<br />Como=W
<br />O► THEM
<br />Ir
<br />„
<br />or
<br />,r
<br />Ir
<br />Ir
<br />1r
<br />Ir
<br />Ir
<br />lr
<br />to
<br />,
<br />W_r
<br />oR
<br />UOe
<br />"M -75
<br />.4-tits
<br />,3•
<br />r
<br />,s
<br />Tp 1
<br />t3•
<br />. ,
<br />or
<br />6 1n
<br />7 ,
<br />6 ,
<br />,r
<br />{ ,
<br />,
<br />CR6
<br />UM
<br />,r
<br />it-
<br />,r
<br />IY
<br />1r
<br />or
<br />or
<br />1r
<br />,r
<br />1r
<br />Tr
<br />1 D1o1L011)
<br />or
<br />a fit•
<br />or
<br />1Y
<br />it
<br />r
<br />lr
<br />r
<br />to'
<br />7 In'
<br />fY
<br />r
<br />I (Da11ow)
<br />,r
<br />it-
<br />1r
<br />Ir
<br />is•
<br />,r
<br />,r
<br />,r
<br />12•
<br />tr
<br />lr
<br />clap)
<br />Ir
<br />r
<br />tr
<br />10 ,
<br />tr
<br />. ,JI•
<br />,r
<br />D ,/r
<br />7 ,/]•
<br />a ,J2•
<br />Ir
<br />. ,
<br />: (1�)
<br />1r
<br />,r
<br />it
<br />Ir
<br />,r
<br />13'
<br />or
<br />Ir
<br />Ir
<br />13'
<br />it
<br />2 (Botm)
<br />,r
<br />r
<br />or
<br />,r
<br />_
<br />lr
<br />a 1/2'
<br />1r
<br />s 1
<br />0 t
<br />7 1/1•
<br />Ir
<br />6 1/r
<br />2 porro+Q
<br />,r
<br />it,
<br />Ir
<br />1r
<br />Ir
<br />is•
<br />,r
<br />1r
<br />,r
<br />it
<br />IO•
<br />]
<br />,r
<br />r
<br />Ir
<br />1r
<br />1r
<br />s in•
<br />Ir
<br />a in•
<br />10 In
<br />7 ,n•
<br />Ir
<br />r
<br />12 T
<br />6 1/4•
<br />6 1/4'
<br />12 1
<br />13 In
<br />-
<br />-
<br />4 1 C
<br />6 1/4'
<br />3 01011m8
<br />-
<br />-
<br />2 /n•
<br />2 to
<br />6 try'
<br />a 1/{•
<br />2 1n
<br />6 ,/4'
<br />-
<br />-
<br />e Try
<br />A , ♦
<br />3
<br />e'
<br />6
<br />a•
<br />6 1 2
<br />7•
<br />e'
<br />e'
<br />4 11r
<br />4 trOh
<br />Y
<br />r
<br />r
<br />6 1/r
<br />7•
<br />3 11r
<br />r
<br />4 1
<br />Y
<br />e In
<br />2 11r•
<br />To.
<br />- 6•
<br />-
<br />r
<br />-
<br />r
<br />_r
<br />Ir
<br />r
<br />-
<br />r
<br />-_4
<br />(Dort"
<br />r_
<br />-
<br />i 11r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />0 i •
<br />-
<br />r
<br />-
<br />4 (econw
<br />fr
<br />t,'
<br />7r
<br />Ir
<br />_-
<br />tr
<br />tr
<br />13
<br />--Is.:-
<br />1r
<br />tr
<br />f0
<br />cw)
<br />Ir
<br />a 1/r
<br />,r
<br />it
<br />1r
<br />r
<br />tr
<br />s•
<br />,r
<br />7 l/r
<br />13•
<br />6
<br />,s
<br />13•-.
<br />W
<br />or
<br />,r
<br />I
<br />u
<br />W
<br />tY
<br />1 r -
<br />I
<br />I
<br />to'
<br />a (WMM)
<br />it
<br />r
<br />Ir
<br />it
<br />Ir
<br />a ,/Y
<br />1r
<br />a in
<br />to ,/a
<br />7 ,
<br />Ir
<br />e•
<br />S dDr+aO
<br />Il•
<br />or
<br />,r
<br />Ts-
<br />or
<br />is•..
<br />it
<br />tr
<br />it
<br />or
<br />- to,
<br />6 (TOT
<br />or
<br />D•
<br />IS'
<br />a 1
<br />1r
<br />6 t/r
<br />IF
<br />6 11r
<br />7 I/r
<br />S ,/r
<br />1r
<br />4 I/r
<br />M
<br />6 / 4•
<br />0 , 4.
<br />4 7 4•
<br />6 Ile
<br />-
<br />-
<br />-
<br />0 1 4•
<br />6 1/4"
<br />.6 Y)
<br />-
<br />e 1 e
<br />6 T 4•
<br />L,414 •
<br />e i a•
<br />s , 4•
<br />6 1 4•
<br />-
<br />-
<br />0 14•
<br />6 1 4
<br />a (DOLT.»
<br />or
<br />I 1/2'
<br />Ir
<br />Is-
<br />Ir
<br />la•
<br />1r
<br />or
<br />Is,
<br />r
<br />it
<br />e ,
<br />>W-r
<br />TO
<br />8—
<br />IF
<br />e•
<br />or
<br />in
<br />6 1
<br />,r
<br />a i
<br />7 ,
<br />S I1rj
<br />Ir
<br />4 1
<br />,
<br />W-D.
<br />TO
<br />V_r
<br />Ir
<br />7 wr
<br />Ir
<br />is,
<br />or
<br />10 1/2
<br />,r
<br />to vr
<br />it 11r
<br />or
<br />,r
<br />r
<br />I aarrom)
<br />Ir
<br />e i
<br />q•
<br />1r
<br />Ir
<br />6'
<br />,r
<br />r
<br />to-
<br />7 In'
<br />Ir
<br />r
<br />I (aOT m
<br />is,
<br />7 I/r
<br />it
<br />it
<br />lr
<br />le
<br />13'
<br />or
<br />Ir
<br />r
<br />13•
<br />a I/r
<br />E (TOP)
<br />Ir
<br />S•
<br />lY
<br />10 Yr.
<br />13•
<br />6 I/e
<br />I3•
<br />6 ,/r
<br />7 In'
<br />0 ,n'
<br />Ir
<br />4 tit•
<br />2 (MOP)
<br />1J'
<br />7 1/2
<br />it
<br />is,
<br />1r
<br />to ilf
<br />is,
<br />to 1/2
<br />1 1
<br />s•
<br />is'
<br />7'
<br />2 UOTiOtil
<br />Ir
<br />T
<br />tr
<br />1S•
<br />U'
<br />a , r
<br />13•
<br />S v_e
<br />0 1/2
<br />1 ,/r
<br />or
<br />1 1/2'
<br />2 (DOITOY)
<br />Ir
<br />7' lit•
<br />13•
<br />13•
<br />Ir
<br />D i
<br />13'
<br />10 ,
<br />11 1/2
<br />S'
<br />13'
<br />7'
<br />3 (T01)
<br />tr
<br />r
<br />or
<br />,)^
<br />or
<br />6 ,
<br />Ir
<br />s fit•
<br />tD In
<br />7 tit'
<br />,r
<br />r
<br />s ODh
<br />2 1n
<br />2 7/1
<br />a 1/4'
<br />a iJ4•
<br />2 1/2.
<br />6 1/4
<br />-
<br />-
<br />6 1/4.
<br />6 try'
<br />3 (BOTTOM)
<br />-
<br />-
<br />2 l/1
<br />l2 ,
<br />6 Ile
<br />6 try•
<br />12 to
<br />6 1/0
<br />-
<br />-
<br />a ,/4.
<br />4 1/4'
<br />.1 (OMOO
<br />7 I/r
<br />3 In•
<br />r
<br />r
<br />7 1/r
<br />4'
<br />6'
<br />4 I/T
<br />a'
<br />3 I/r
<br />r
<br />r
<br />4 (foh
<br />T
<br />r
<br />r
<br />S In•
<br />7-
<br />] 1/r
<br />a•
<br />4•
<br />4 UP
<br />r
<br />6 I/r
<br />2 1/r
<br />4 (Tah
<br />r
<br />-
<br />r
<br />-
<br />1•
<br />-
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />4 01101110M)
<br />r
<br />I l/r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />a I/I
<br />-
<br />r
<br />-
<br />4 (e0iTOM)
<br />1r
<br />7 tit•
<br />or
<br />Ir
<br />is-
<br />IF -in
<br />T
<br />l0 1/2
<br />1 11Y
<br />ar
<br />tY
<br />71
<br />11 Iran
<br />Ir
<br />a 1/2'
<br />,r
<br />Ir
<br />/r
<br />/•
<br />is,
<br />r
<br />,r
<br />11/2•
<br />Is-
<br />r
<br />6 (TOP)
<br />is,
<br />7 tit•
<br />13•
<br />Ir
<br />or
<br />to i/2
<br />1r
<br />10 1/2
<br />1 1/2
<br />p
<br />13•
<br />T
<br />com7cm
<br />Ir
<br />r
<br />Ir
<br />13•
<br />or
<br />a t/2•
<br />Ir
<br />a lit
<br />to lJr
<br />7 ,/r
<br />,r
<br />a•
<br />6 (e MINI
<br />it
<br />7 1/r
<br />fr
<br />1Y
<br />FJ'
<br />0 /n
<br />1r
<br />to 1
<br />1 1
<br />r
<br />tr
<br />T
<br />• (TOP)
<br />,r
<br />r
<br />- ,r
<br />1r
<br />a t/r
<br />'ra
<br />UP
<br />7 1/e
<br />S tit•
<br />,r
<br />• in
<br />(fah
<br />e 1 14•
<br />a 1 {•
<br />6 L 4•
<br />e, 4-
<br />e, 4•
<br />6 I/4•
<br />a (pOTi.••)
<br />14'
<br />EA T%a•
<br />aIle.
<br />0 14•
<br />Is
<br />i 4•
<br />I. T a•
<br />6
<br />sm sm I MR AM Me Tom a 6PACIM FOR 000LL m We sm Pon alLLMM
<br />• MPM S AWM40 lAm11s AMO MIMM M OWWAM AR MOM ON THIS fO SWIM MI Lo
<br />um TIWI Itow= of sC11DIAL ROTA! AMIGA SA Im BY IYLTKVM sACM $Now ON
<br />somaku Bt Im f000aIe Pac?m FOR THIS OF003M TO K POO L IMM SAUCING
<br />=to= Ulm FACTOR *a POf K LIU THAN INsm 1pVCINi twCon MR TACK A CIAIA I.PE
<br />EAR IM 4016ki L
<br />AIO 116E
<br />-. 1/4%
<br />UPON
<br />1/4%
<br />t •°
<br />I %
<br />6%
<br />1/4-.
<br />_
<br />Mo.=
<br />am"
<br />WO"m ANCHOR WW K OIL)
<br />1
<br />3
<br />3
<br />1
<br />2 ,/r
<br />3 1/I
<br />NAINaMI6M I W
<br />1
<br />3 ,/r
<br />r
<br />3
<br />3 t/r
<br />I
<br />aRARKRA3 am
<br />=
<br />3 Ur
<br />4Im
<br />11/1
<br />310
<br />ACSIYL NNaR
<br />-
<br />--
<br />e ,�.
<br />u1
<br />up
<br />-
<br />0.b
<br />0.7f
<br />1iN
<br />-
<br />W
<br />•• SPACINGS ONLY % R41EN 9RACER S USED. 1 F'OR MAX A.S.D.
<br />DESIGN LOADS A AWL PANEL WHEN SPACER IS USED.
<br />1/4'• IAPCp(__,__
<br />ANCHOR e r O.C. -
<br />_�IIIp pOURtD CONCRETE SL
<br />CAOC'K
<br />mmum D.
<br />•
<br />1n' , ,•
<br />%'�
<br />E.D.•
<br />+
<br />I
<br />A1
<br />IISi1NG-p
<br />IJL25
<br />, I"'-
<br />,
<br />_y4'A-IA
<br />wewls
<br />II"JLj
<br />a
<br />A.to. DOM LOAD
<br />�iN�
<br />40 PW ON LESS
<br />81.1.
<br />> 40 PSF TO 50 PSF
<br />8•-2'
<br />> 50 PSF TO 80 PW
<br />S'-ur
<br />A MAX PANEL LENGTHS ARE OW VAUD FOR RMNIATIONS
<br />W/ SQUID SET A,•CHORS h W/ SPACER AT 12 1/2- D.C.
<br />INSTAUATJON DETAILS
<br />INTO POURED CONCRETE
<br />I/Yp 1A+C011__ _." Q0p1IN0 POURED
<br />o.c/
<br />FOR LIFE SAFETY PANEL(I-)
<br />OR CONCRETE BLOCK STRUCTURES
<br />1/4Y TAPCOi�, ,,,, .__ ZOII�gIE'lE� 1/4Y T.FCOH____
<br />O.C.
<br />AN/CIIOR • S• f L'WN RE.TERET[ aCAleCll
<br />KQUO FO.
<br />ANCII011 • B•
<br />COIICIIETE 0=0 A/NI]IDII O 6. O.C.
<br />REORRA.
<br />-2
<br />a
<br />A. .. _.
<br />1
<br />1_
<br />sa ,>RR r -�
<br />maH
<br />1 i' Mo.V
<br />/
<br />MAX
<br />,
<br />-_ .. -
<br />LENGTH
<br />PANELJ
<br />(NE VloN
<br />- I
<br />I
<br />pAIEt Lf/a,H
<br />(SEE ELEVATION?)
<br />1• YM. 1
<br />8
<br />ON S1NET 12)
<br />To CLASS. 1
<br />IIII 1
<br />Lit
<br />r� I
<br />^✓,,.
<br />. lv.
<br />E
<br />7314e(
<br />... �
<br />... �
<br />T
<br />T7
<br />NKNORl 0 111 041
<br />CONCRETE OR
<br />REQUIRED.
<br />�.MKYgR 0 V QC.
<br />_lp�°iFp�Kmm
<br />CRETE w.ow .
<br />W"j
<br />DCAtE 3 1 Nw
<br />+/41
<br />M S10TM Is A Is I" ANOIOa
<br />AIIOYt IIFa
<br />_
<br />wa
<br />IYPt a 11PACR6 IN MPA ANOm HOME Kamm
<br />M11'"WM ANCHOR IPPOW AM mobw
<br />rplN
<br />we" MOOR own" w
<br />3
<br />I== 1taAr.r OIJ
<br />3
<br />mK oafAaF ARE NDI'Alm ON no
<br />SaND1At FOR La tali IsomppOlm
<br />oN BOIanuE OUMM MOOR INMCIW
<br />a,a„ i„e�,, Fta,.1rl ear oa
<br />I
<br />IN IaL,IPLWA 2PACRa 24MM ON
<br />SCHEDULE or 1HN noLLDWJO FfI IM
<br />RpM
<br />FOR THIS OPIM'fION W e6 S069RL----
<br />RmIR.'IO woo" 06TME0 Una
<br />3 t/1• _
<br />4.w
<br />...an -...
<br />upp, I , - 1, 1 NAMIM POR GOAL
<br />f
<br />ANCHOR IYPF Oa THIS iscia 1AL
<br />31 '
<br />-
<br />TAPCON
<br />Ie6'0.C-
<br />1
<br />1
<br />� _.
<br />_ . _ 'L• wx.
<br />1
<br />� (SEE v"11011
<br />-
<br />ON SH7 12)
<br />to GLASS,
<br />I
<br />1F ..
<br />Lh
<br />-Q7
<br />-
<br />1
<br />G
<br />I
<br />�ti i
<br />MOUSIIED � i�" � � ". li 4•p PANELWTC PULS
<br />I.-. � 1 i -'NOR • 12 lit' o.L
<br />"�Ild••a
<br />gm,
<br />I. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D.
<br />DESIGN PRESSURE RATINGS (p.i.0 AND PANEL
<br />LENGTHS AS PER MAIM DN SHEET I
<br />2. FOR NEW WOOD FRAME OONSTRUCTON: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />DEN9RY OF 0.55 OR EQUAL..
<br />notwm
<br />CONCRETE BLOCK
<br />IIEOIRI(D.
<br />Ti4
<br />1
<br />1
<br />1
<br />p I
<br />1• Mn.
<br />�'IDEPAaADd1"
<br />1
<br />1
<br />;
<br />Y
<br />p
<br />1:tA� Y-,.
<br />1 N,-2ir
<br />��a
<br />ON M.^ �■ OIASS
<br />I
<br />11 TO
<br />14'p-3or
<br />..-TL4 Na,t a
<br />! MGD�P.�F i
<br />_.-'_./
<br />f�
<br />NiPm/INK
<br />Y...--
<br />,.r+-I-
<br />R
<br />I
<br />N
<br />A
<br />[
<br />,
<br />iMAX
<br />1 'l' AIAk.
<br />P IE1161N
<br />PANEL
<br />[
<br />I..
<br />1
<br />t
<br />t
<br />fsm
<br />...I
<br />J
<br />��
<br />GTH
<br />LLwo
<br />r UN
<br />ON 11)119
<br />1
<br />p
<br />- T_ ..
<br />eI1EEf
<br />TO1
<br />6 OtABe.
<br />to
<br />[.D.• �
<br />I
<br />E.D.•
<br />1
<br />LEG
<br />00
<br />� t.
<br />'- wit 4 a.s.
<br />e12t pi.
<br />�
<br />--a* • Mt
<br />eu, OL
<br />/4'0 TMOON
<br />r
<br />/4-0 TAPCON
<br />• 6. O.C.
<br />ANL710M e r OR.
<br />-
<br />Z=LT[ OONCRE7). CA
<br />�._o1E ITLOOt POURED COIICKI[ OR
<br />REORRm,
<br />NNNFMA„-
<br />WAI me
<br />=Ass: J/MI-
<br />KATE
<br />REAM
<br />V MAX.
<br />PANEL UDWH
<br />(SEE nmwN
<br />ON Slow 12)
<br />�: Zi:rIT7C: Z� .•: a
<br />..-{
<br />N
<br />N
<br />s
<br />—ca
<br />OL
<br />.,.,
<br />V
<br />N
<br />Q
<br />O
<br />O
<br />C
<br />.cu
<br />V
<br />�3
<br />a
<br />N+
<br />N
<br />O
<br />O
<br />C
<br />O
<br />O
<br />cQ
<br />O
<br />O
<br />cu
<br />U-
<br />p
<br />cu
<br />.�
<br />to
<br />N
<br />o
<br />cu
<br />0
<br />C:)
<br />a
<br />z
<br />z
<br />w
<br />J
<br />9
<br />!V
<br />Gam-
<br />C3
<br />C.G
<br />ten, v
<br />7. L3J
<br />u An o
<br />o cry
<br />cV
<br />L ,.
<br />-�
<br />N FoOU G.
<br />ca ` •
<br />p D
<br />61 x
<br />E c
<br />w � Q
<br />V
<br />3 3 tT
<br />d d E7
<br />u a3
<br />>' rw o
<br />d
<br />L
<br />ro ro
<br />CI., t t
<br />-6-ossa
<br />W
<br />_W
<br />cu
<br />O
<br />U
<br />O
<br />CLL
<br />cu
<br />W
<br />LLI
<br />Q
<br />Z
<br />Z
<br />Q
<br />J
<br />SHEET
<br />NO.
<br />SH
<br />1.4.
<br />
|