|
-, -, -,wM& I -1 , 1 _.:J41A11, i i -4 JJLu L ..L. 1,L.1.s1 1 , I I L . & I - .. t , .. - " 1- -- - -
<br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE,
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE
<br />SAFETY & E-Z HANG STORM PANEL M SYSTEMS
<br />1
<br />1
<br />vAlEsy 1 ^� OR Ir . -r .
<br />� AIr Ow -0
<br />LO•
<br />9 801E WITH1 10 . 1 3/4•
<br />1 r2 I/2• vow a 1z<oA. +•
<br />1E
<br />OR i M' E.aOD rMY�+ Pglll® 1 1 1/490: t 3/4• tNCpl 1 2 1%I 1
<br />L- fi�'1 g101d1 B Ir a��.,�
<br />,,,.%%,
<br />!4+• WOOD PFAW 1
<br />Rmtr» -`�! lJR♦�. Now FNMA '
<br />1
<br />EaA..
<br />`�_
<br />r'�fPLA1 A1N� 16
<br />Im LttoaialsMM
<br />Ir oawm 1 r . r . on*ow W
<br />r,r. Dar10-
<br />W< L <t>•t � ; Nltw AN01I OR
<br />Am'3,06 NI14 S`w mm CO omn. OOImm
<br />t--
<br />,• II- YERA AM DIM /WE :6 � rw wm nvm
<br />1
<br />2 ,A. ....i 2
<br />4M1 Mm CAP
<br />-O
<br />a ,a• 6.C. oa-M . Olt go"- NL.O,
<br />W/Mcg6ir
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASED (PLAN)
<br />SOME 1/4'./• sclia 1/4-.,• SCALE 1/4'.1- SCALE 1/4•.1-
<br />M�Eft#iVLMME
<br />�'�J/1 4 PMa1m caMpE1 ,.., -W"W tlst a own gE
<br />L61L �PINIFI Pau= 0OO6.Ta 6oCA vARES� -.� (L\ ®1�(6 OR rwe 6WIm '., soft OF we" EO pI $m 6.
<br />II OVERLAP wraw OPENING TWO" CONCE7L C011c11E,E IBp{p111[6pW i1M11[ r M. 1(� V ®tv" rw1E IEOY1Na : rs ,Platy! ,` io t ,q
<br />a•N• WON FINITE lJ �
<br />I 1 3/4• V4..
<br />ItaolR:a � ;
<br />7 VANES s - ©OR® 'Jam �i7 ww a
<br />ANcs W
<br />5• IM.1 1 WILL w4a cur Be PANEL)
<br />OISIANM
<br />10
<br />•�--- 'gWMm-IUNO-i�.� � WNM
<br />1 CASE G (PLAN)
<br />\2.! ww. , ER A: tu(Ij scrLE t/+Lt.
<br />e�: 3• '�,�CENS`'' " VMD FOR DOW MOLRrt RsrAUA1aN ONLY IS
<br />COMM PAM INSTALLATION AT WALLS W/
<br />N0.14i6J DACE LM VARIATIONS "THIN 3/4-
<br />* FLOWDA BURRING CDOE Non Welboaft lWrlleono Zor1a
<br />CAS E (PLAN) CASE F (PLAN)
<br />ss�e�• F[ORID�•: aamo atLWn W-2t GAGE GALVANZED STEEL STOW PANEL vNiN w.
<br />SCALE 1/4•.t• SCALE 1/4•.l'
<br />St7.
<br />GLOW ISMIDiKNI PRODUCTS LLC
<br />iL E C O E«e. tMa
<br />p4•"�
<br />MI4M SAL ill MM
<br />/f♦ "a.�'+1W7' ,u, a�.- n >yMs, n_ m14 20-175
<br />( l P... SEE . W w PIBNL LOOFMPR-7M4 pK: Oa4IM I6f
<br />DROaM NN
<br />r 11@t 6 p 1♦
<br />G-OOM7w16 a P.C. 4%,/R4NtIX[!m[ IRLIR A A. Paneso jib
<br />(VALID ONLY FOR PANEL 1011 ALLATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 8 !L 7)
<br />MAX A4LO
<br />DESDN
<br />PFAMSRtE
<br />RATING
<br />(P-1.)
<br />MAXI" MCHIDRS SPACMO FOR ELL • AS SHOWN ON SHMIS 6 At 7
<br />APPLICABLE
<br />I
<br />/ t ANY
<br />CONSPY010N
<br />OF, Imm
<br />AIAIa1LIM
<br />PAN&
<br />LEN M
<br />V
<br />CIL)
<br />TAPCON
<br />LAG S2E1Y
<br />PANUAAIE
<br />FOLME D
<br />PANELaLTE
<br />PLUS
<br />)NOGG sLSIN1G
<br />13•
<br />IT
<br />IT
<br />IT
<br />t3•
<br />IST
<br />IT
<br />Ir
<br />13'
<br />it
<br />IT
<br />is (solao
<br />6 I/r
<br />6 1/2•
<br />a In.
<br />a t/r
<br />S IA.
<br />RIG (RCP)
<br />-
<br />-
<br />0 1/4'
<br />12 1/2-
<br />61/4•
<br />amT.•)
<br />S'-r
<br />OR
<br />LESS
<br />a'
<br />a'
<br />B•
<br />6
<br />-
<br />"MM)
<br />1Y
<br />IT
<br />IT
<br />IT
<br />IT
<br />(WP)
<br />� -+•t'
<br />LESS
<br />is"
<br />13•
<br />fY
<br />13•
<br />13•
<br />OOTYM
<br />IT
<br />IT
<br />13•
<br />13•
<br />6 IA-
<br />W (ALAS)
<br />IT
<br />IT
<br />it
<br />IT
<br />r
<br />la Wff*)
<br />6 1/2•
<br />6 t/r
<br />5 1/2"
<br />6 i/2'
<br />(TOP)
<br />-
<br />6 1/4-
<br />12 IA.
<br />a l e
<br />(BOGS.•)
<br />W-r
<br />4 1/2'
<br />4'
<br />S 'A*
<br />(Wn
<br />� --A-
<br />. 1/2•
<br />4In'
<br />r
<br />r
<br />-
<br />a01T01)
<br />10 IA-
<br />a 1/r
<br />12•
<br />tr
<br />4•
<br />(TOP)
<br />Ir,r
<br />t3'
<br />,3•
<br />a //2'
<br />p61TON)
<br />• SEE TABLE #1 FOR MAX. AS.D. DESIGN LOADS i SIX. PANEL LENGTHS WHEN SPACER " IS
<br />USED, OMIESPONORIO ONLY TO ALTEAHYRE 21V ON SHEET 6
<br />Mo. A.S.D.
<br />DCSION
<br />P EMA E
<br />RA161G
<br />(w-)
<br />MN6WM ANCIIDRS SPACING MR LO, . A5 SHOWN ON SHEETS 6. IS 7
<br />APPLICABLE
<br />W
<br />t ANY
<br />OF THEN
<br />NIXNUN
<br />PANEL
<br />LOOM
<br />(ft.)
<br />TAPCpI
<br />U1O SCREW
<br />PLVHECILAfE
<br />FINALE IDPLLS
<br />PMIEl11A1E
<br />WOOD BMSSRI
<br />IT
<br />IT
<br />IT
<br />+r
<br />IT•
<br />IT
<br />IT
<br />1Y
<br />IT
<br />r
<br />its aORcN)
<br />a 1/2•
<br />6 1/r•
<br />6 I/r
<br />6 ,/2•
<br />s ,/2 Its
<br />(WP)
<br />-
<br />-
<br />6 1/4'
<br />12 //r
<br />6 1/4•
<br />(wry")OR
<br />s'-o•
<br />r
<br />7 t/r
<br />r
<br />r
<br />-
<br />(RO►J
<br />t
<br />7 IA-
<br />r
<br />r
<br />Ir
<br />-
<br />�,3'-
<br />Dw
<br />(Bo11w1)
<br />13'
<br />IT-
<br />IT
<br />IT
<br />PO)
<br />m-46
<br />+76. -76
<br />IT
<br />IT
<br />13"3•
<br />1
<br />IT
<br />(BORON
<br />IT
<br />IT
<br />13"
<br />IT
<br />,c--
<br />W
<br />,r
<br />IT
<br />IT
<br />IT
<br />6 1/1.
<br />ITT
<br />(WTTOM)
<br />6 t/r
<br />5 ,/r
<br />6 t/2•
<br />6 IA-
<br />6 1/2"
<br />(TW)
<br />61/4-
<br />12 1/r
<br />61/4'
<br />in
<br />aum.
<br />3-F-0-
<br />4 1/2•
<br />r
<br />7 1/2•
<br />7 1/2,
<br />-
<br />(POP)
<br />M(eO4
<br />Y
<br />S•
<br />5 1/2'
<br />61
<br />a'
<br />-
<br />,T
<br />t2•
<br />tY
<br />IT
<br />S IA*
<br />MM
<br />IT
<br />I IT
<br />+r
<br />13,
<br />tr
<br />IfN MOT-0
<br />• SEE TABLE NI FOR tAAX. "D. DESIGN LOADS AL MAX PANEL LOOMIS WHEN sO-0 IS
<br />USED. CORRESPONDING ONLY TO ALTERNATE 21Y ON SHEXT 6
<br />2&z
<br />IL a
<br />A.S.O. DE9R)EI LOADHIEL
<br />MAMM PM
<br />LENGT
<br />40 PSF OR LESS
<br />8'-r
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />W-10•
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE MAALE ID OR PANEL MATE PLUS
<br />AN.HM t W/ " 1/2- O.C.
<br />COMMETE BLLoal
<br />REDU•IED.
<br />i/4•s A"
<br />ANCHOR O
<br />I
<br />Fy//0 >n
<br />t
<br />XMLV,
<br />BFE Is a Is FM MPM6 RrE a witm roR
<br />P6MIATON3 INTO SOm MA UILDM .
<br />MMaaA Now s► mm me MWMaA mE mvm
<br />ARE IWMAtm ON 7M MORAL MO EA. Lass T-M
<br />"Cam M t wau 1 m AI IMOR SPACING BY
<br />MAMLttW wom so" am ommaa M TIE
<br />FOUOMA NICOM TOR R6 OPTIMUM 10 E
<br />mm BF em W AI M MMW FAO,M LML NO E
<br />un "aft MWN VIA MI IIom= FOR 0M Now
<br />TYR on THIS Norm"
<br />INN
<br />,
<br />AOIE 1WE
<br />W.Gr
<br />ame aM AROSM vow eN
<br />3
<br />3
<br />•rrRIs1M ww W
<br />3
<br />3
<br />a
<br />a ,R
<br />IgFNr W HIr1N RMr p1)
<br />ASNL EE s6MIR
<br />aEltw
<br />-1
<br />yr
<br />w
<br />-
<br />--- r
<br />DAD
<br />tm
<br />'Ir
<br />017'VCENt:•*.`Ff r�
<br />#� FLOIDA 0,14 O CODE h VWO@HyNurleaMW ZWO
<br />O°MD ,A,14e. P¢
<br />24 GAGE GALVANIZED STEEL STORY PANEL
<br />F>.
<br />WAS aP
<br />TE
<br />STAAM
<br />�
<br />TI L EGO=--c
<br />L PROTECTKRI1 PRODUCTS. U C.
<br />•'h7t1
<br />,�, OD. A .ONI n qM
<br />s,.rr...
<br />aYD16RIM„ PL
<br />20-175
<br />INKMM Ns.
<br />/ONAlEP I
<br />ANANII-WAt�r
<br />Pa EN/MMNFIpJOM
<br />ff
<br />PIMML ( )ON�73 Km 04iIP/-ANT
<br />•
<br />'•*'
<br />Mo N or is
<br />(VALX) oNLY FOR PAwm(D INSTALLATIONS AS PER SECTONS 1 THRU 8. ON SHEETS 4 t 5)
<br />MIX. A.S.O.
<br />P1E�M[
<br />mrom
<br />MT6Ki
<br />MAN" ARCIIOFId SPMCMB FOR NWl Lo. PER SC46DOE BELOW
<br />APPUDOU
<br />MAXIMUM
<br />Lk `dM
<br />(Mt)
<br />MAX A.S.D.
<br />PR�IAK
<br />(PA i,)
<br />WX AY AMMONi SPACIO FOR MM LD, P®R 6OM EDULL BELOW 41
<br />IPPl/0w
<br />SIC,
<br />6
<br />IIAOHA/
<br />PANEL
<br />!Et iN
<br />RI.)
<br />TAPCOM
<br />MUD -SET
<br />�M
<br />LIMIC-NMDI
<br />ON3f-M
<br />t
<br />TAPOOR
<br />SOLD-w
<br />�E
<br />�M
<br />J l'-NMIM
<br />CMRA
<br />W
<br />W
<br />W
<br />W
<br />W
<br />IDN
<br />W
<br />W
<br />W
<br />W
<br />WOF
<br />TISY
<br />+ -4a
<br />LESS
<br />,r
<br />IT
<br />+r
<br />IT
<br />1s•
<br />tr
<br />IT
<br />,3•
<br />IT
<br />IT
<br />IT
<br />+
<br />W-r
<br />OR
<br />LESS
<br />�-Go
<br />+a6. -66
<br />IT
<br />Ir
<br />IT
<br />,r
<br />IT
<br />is
<br />IT
<br />,r
<br />r
<br />IT
<br />r
<br />,
<br />W-r
<br />OR
<br />IFSS
<br />IT
<br />IT
<br />IT
<br />1r
<br />IT
<br />,r
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />1 (BORON)
<br />tr
<br />it
<br />Tr
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />1 aoT1cM)
<br />IT
<br />IT
<br />,3'
<br />tr
<br />r1T-
<br />13'
<br />+r
<br />13'
<br />IT
<br />IT
<br />IT
<br />IT
<br />:ITOP)
<br />A•
<br />,x
<br />Ir
<br />IF
<br />tT
<br />fr
<br />iT
<br />Ir
<br />Ir
<br />Ir
<br />Er
<br />2 (TP)
<br />tr
<br />IT
<br />IT
<br />IT
<br />13•
<br />Ir
<br />IT
<br />IT
<br />IT
<br />IT
<br />13•
<br />2 (BOTTOM)
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />Ir
<br />,t 1/2
<br />2 (BORON)
<br />IT
<br />IT-T
<br />or
<br />Ir
<br />Ir
<br />,Y
<br />,r
<br />Ix
<br />Ir
<br />IT
<br />Ir
<br />3 CROP)
<br />,rr
<br />Ir
<br />Ir
<br />it 1/2
<br />3 (TOP)
<br />2 I
<br />/2 ,/2
<br />-
<br />-
<br />6 i/4•
<br />3 (BORON)
<br />-
<br />-
<br />1 t/7
<br />2 1/a
<br />a 1/4'
<br />• i/4'
<br /># 1/7
<br />t2 t
<br />-
<br />-
<br />a 1/r
<br />6 I/4
<br />3 (WT70tl)
<br />r
<br />r
<br />r
<br />IT
<br />n'
<br />r
<br />B•
<br />r
<br />r
<br />r
<br />6•
<br />7 1
<br />4 (TOP)
<br />r
<br />s ,/2•
<br />4'
<br />6•
<br />6'
<br />atilt
<br />r
<br />T 1/r
<br />r
<br />r
<br />/'
<br />S'
<br />+ CROP)
<br />r
<br />-
<br />r
<br />I -
<br />s'
<br />-
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />4 (Wno1)
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />s•
<br />-
<br />4 (BORON)
<br />IT
<br />it
<br />13"
<br />I IT
<br />tr
<br />Ir
<br />13'
<br />it
<br />IT
<br />is,
<br />IT
<br />IT
<br />5 (TOP)
<br />tY
<br />Ir
<br />IT
<br />1r
<br />IT
<br />IT
<br />Ir
<br />13-
<br />IT
<br />IT
<br />IT
<br />t 1/2
<br />(,OP)
<br />13•
<br />IT
<br />,r
<br />A•
<br />,r
<br />IT
<br />1Y
<br />IT
<br />IT
<br />IT
<br />13•
<br />IT
<br />a aOTIVA
<br />IT
<br />is,
<br />is,
<br />IT
<br />IT
<br />IT
<br />it
<br />IT
<br />NY
<br />IT
<br />it
<br />11 1/
<br />(MM)
<br />IT
<br />13•
<br />13'
<br />,r
<br />IT
<br />IT
<br />1r
<br />IT
<br />IT
<br />IT
<br />IT
<br />it
<br />(TOP)
<br />,r
<br />tr
<br />IT
<br />it
<br />IT
<br />IT
<br />tr
<br />IT
<br />IT
<br />tr
<br />it
<br />, R
<br />_
<br />-
<br />• 1/4'
<br />6 1/4'
<br />6 / 4•
<br />6 1/r
<br />-
<br />-
<br />-
<br />-
<br />a , 4•
<br />6 1/r
<br />• »
<br />-
<br />-
<br />6 1/a•
<br />a + 4•
<br />6 t/4•
<br />61
<br />-
<br />-
<br />-
<br />-
<br />01 4'
<br />a 1 4'
<br />6 amT.•y
<br />IT
<br />5'
<br />tr
<br />to ,/2
<br />IT
<br />'T
<br />Is'
<br />r
<br />7112
<br />5 1/2
<br />IT
<br />4 ,A
<br />1 CWP
<br />iw-r
<br />TO
<br />R
<br />IT
<br />a'
<br />IT
<br />IT
<br />it
<br />a 1/2
<br />17
<br />6 ,/Y
<br />B 1/r
<br />6 t
<br />tr
<br />6 1
<br />t Clan
<br />To
<br />•'-•'
<br />IT
<br />7•
<br />IT
<br />IT
<br />tr
<br />B 1/2
<br />IT
<br />s 1/2
<br />to 1/2
<br />7 1/2
<br />IT
<br />r
<br />I (IMMM)
<br />IT
<br />7 I/r
<br />IT
<br />IT
<br />IT
<br />/r
<br />IT
<br />IV
<br />11•
<br />r
<br />IT
<br />6 1/2'
<br />1 Council)
<br />t3'
<br />r
<br />t3'
<br />ID 1
<br />t3•
<br />r
<br />IT
<br />T
<br />7 //2
<br />6 1/2
<br />IT
<br />4 1/2.
<br />2 (TOP)
<br />IT
<br />r
<br />IT
<br />IT
<br />IT
<br />B 1/Y
<br />IT
<br />d ,/Y
<br />9 1/Y
<br />s 1/2•
<br />IT
<br />5 tilt
<br />! (TOP')
<br />13'
<br />r
<br />Ir
<br />IT
<br />IT
<br />s 1/1
<br />IT
<br />a 1/2
<br />10 1/2
<br />7 1/2
<br />IT
<br />6 1/2'
<br />2 COMM)
<br />IT
<br />7 I/r
<br />1Y
<br />IT
<br />IT
<br />to,
<br />it
<br />+o'
<br />11•
<br />r
<br />1T
<br />a I/r
<br />2 (BORON)
<br />IT
<br />r
<br />Ir
<br />IT
<br />IT
<br />6 1/2
<br />IT
<br />B 1/2
<br />10 1/2
<br />7 to
<br />IT
<br />6 t/r
<br />(TOP)
<br />IT
<br />7 I/r
<br />IT
<br />IT
<br />IT
<br />,r
<br />1T
<br />to*
<br />it,
<br />r
<br />IT
<br />a I/r
<br />3 (TOP)
<br />12 ,/2
<br />2 1
<br />e 1/r
<br />0 1/4'
<br />2 1
<br />6 1/4'
<br />-
<br />-
<br />6 1/4-
<br />6 1/4-
<br />twno )
<br />-
<br />-
<br />2 ,/2
<br />2 1
<br />6 1/4'
<br />6 1/r
<br />2 1
<br />12 1/2
<br />-
<br />-
<br />6 1/r
<br />6 i/4'
<br />3 iBOTTOI)
<br />r
<br />r
<br />e'
<br />5 I/r
<br />r
<br />3 1/2"
<br />r
<br />4'
<br />4 I/r
<br />r
<br />a 1/r
<br />x
<br />(no)
<br />P IA'
<br />r
<br />r
<br />r
<br />r
<br />4'
<br />r
<br />4•
<br />4 1/r
<br />3 1/r
<br />a 1/2•
<br />3'
<br />(HOP)
<br />r
<br />r
<br />B'
<br />IT
<br />5 1/2
<br />7 t/2'
<br />(BOTTOM)
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />3 1/r
<br />-
<br />7 1/Y
<br />-
<br />(BOTTOM)
<br />1Y
<br />r
<br />,r
<br />IT
<br />Wr
<br />s Wilt
<br />,r
<br />s Wilt
<br />o /
<br />7 ,p•
<br />u
<br />(TOP)
<br />,r
<br />6 Wilt
<br />u
<br />tr
<br />u•
<br />,r
<br />Ir
<br />it
<br />R
<br />r
<br />1r
<br />a 1/2•
<br />a tT•P)
<br />IT
<br />r
<br />Ir
<br />IT
<br />13'
<br />a V/Y
<br />13•
<br />a ,/2•
<br />0 1/2
<br />7 lilt
<br />trIll
<br />a (WROI)
<br />IT
<br />o t/r
<br />IT
<br />13'
<br />IT
<br />Ir
<br />Ir
<br />1r
<br />11•
<br />r
<br />tr
<br />6 ,/Y
<br />(10110M)
<br />13•
<br />r
<br />,r
<br />to 1/II
<br />IT
<br />r
<br />IS'
<br />T
<br />7 I/r
<br />5 1/r
<br />13•
<br />a (TOP
<br />Ir
<br />r
<br />Ir
<br />IY
<br />it
<br />a I/2•
<br />Ir
<br />a i/r
<br />• 1A.61/2•
<br />13'
<br />5 1/2•
<br />6 D'OM
<br />-
<br />-
<br />6I1'•,
<br />4'
<br />6t/♦•
<br />6,/4•
<br />-
<br />-
<br />-
<br />-
<br />eI/4•
<br />epR.»
<br />-
<br />-
<br />61/r
<br />a, a'
<br />•Is"a1/4"
<br />-
<br />-
<br />-
<br />a14• -IS
<br />SK ow It iM Mo*" WIGS a wam FOR On"UANi016 MI0 am mm o11s1IROt
<br />• MOWN AMMM 7P ma AND IAMMN mM Down AIR MOMMm oR va SOa ML roll EA
<br />LM TRAM omw o am mdvm mu APOID11 mm M M ULMLYIA VA&M SIOMN ON
<br />50=11 6T M FOLIMM FWYCW AN %A OPLW M W E FoaM111a. MM 1/ItO G
<br />OeGnW VON MM OM Not E I= I" NISSAN SPN M INOicOM FOR EAtM ANNOMR TYR
<br />o, TIS SOOIAL
<br />1YF'E
<br />,/41
<br />I/4Y
<br />,pS
<br />1/4%
<br />IyY
<br />tlefMOM _
<br />)HALM
<br />SILE-M
<br />IMIR-Y
<br />wow Mo" WNW CIL)
<br />3
<br />3
<br />3
<br />a
<br />i till'
<br />1 in
<br />3sMPISIYBOf
<br />3
<br />3 1/r
<br />S.
<br />3
<br />] ,/r
<br />3
<br />BRart¢Bni W6BW44
<br />AMK OK O«OeTQ CM,
<br />FAOM
<br />1 1/3•_
<br />-
<br />-
<br />-
<br />-
<br />-
<br />r
<br />1,m
<br />Me
<br />-
<br />,m
<br />-
<br />0.0
<br />im
<br />-
<br />Im
<br />LAD
<br />•• SPACINGS ONLY VAUD FA(E14 SPACER s U6ED. SEE 01 MR
<br />DESK# LOADS IS VAX PApEt WHEN SPAICE'R 5 USED
<br />O or
<br />rY MwX
<br />t• MON.
<br />_...-------- - WE SECTIONS t ALTEMaMS ON SMEETS 1& 14. 15 tlej-
<br />s► R-IA/13. R-2A/13. R-311/14. \ R-111/13.
<br />MaLftA
<br />A3Z On" LOAD
<br />�Pwa
<br />40 /'SF OR LESS
<br />W-8•
<br />> 40 PSF TO 50 PSF
<br />6'-2•
<br />> 50 PW TO 00 PSF
<br />5'-10•
<br />A MAX. PANEL LENGTHS ARE VAUD FOR NVALLATIONS
<br />W/ SOLD SET ANCHORS t W/ SPACER AT 12 1/2• D.C.
<br />R-28/13. 01-MI/14.
<br />R-28W/1% R-38W/16.
<br />O
<br />i 4Y-20Nt• SS BOLTS IS
<br />! 1 t f L AiL ' (IISE FOR PANEL. 1D107N 1
<br />i 1 L PA
<br />7 )'. WETS 7'-r) j I IEL EML'M
<br />i ItEGIAAR sT PANEL 1 , i RELAa.AR �� PANEL '. I r-r • +40A -QA W.
<br />1
<br />1 ---------------
<br />LIFE SAFflY - (W/ 0~ HID PAEL IER17M BOLO
<br />-- -
<br />PANEL r-d r +60A -64.0 W.
<br />t 7 1
<br />.. /_ l , v_ . -- .. ':. _ (w/o
<br />OIvsAP ISO Pmm UEIDM Wln
<br />_ J.
<br />I/..-20.1 _ M -1 - t - - LqE rAT � iioumN�6BI.�LEIYOTIT
<br />1 IL.S. BOLOVTSEWWAA11rs _ i _ _ _ I
<br />'AT
<br />v' I f I i �i �I
<br />-i=; 4 ', --� 1 1(ij"rioYa[-s-Li s�Fi• Ib'-- �-+ - ---+�-1-_ 1 _,- �.
<br />j f `IDGTION r In WET9"'7
<br />d I PANEL BOTTOM CORNEAS O
<br />4OVIOSAP- AP -
<br />AT
<br />LEFT PA Eli RiOHT PPAANELL r tz t INSTALLATIONS OAaY tMID :OR WBW
<br />It-IA/M R-2l(/13. R-sq/14 R-iB/13, R-2R/13. R-3R/14. t• MM+.i SPEED LP TO I- tnyN.
<br />R-tAW/15. R-2AW/15. R-3AWeI6. R-iHFf/1S, R-2BWilia, R-SBW/is.
<br />------------- "'"••'••• (SEE SECTIONS At AUOSNMTNES ON SHEETS 13, 14. 16 t16},-----
<br />-------- --' ,/A- IM2. ,TAP
<br />LIFE SAFETY STORM PANEL n ELEVATION (t) I �`
<br />-(�) ZIP• SCALE 1/4•.l•
<br />STORMVAKL (L•t1 •'w -t Ow imum Mom,, irO S10iN PANE)
<br />LIFE SAFETY PANEL Is,
<br />M MIT
<br />EXTEMIR "odSS oR(o Gd
<br />SECTION A -A
<br />SCGNE 1/41.1•
<br />Pa fAl./saM17IW/013[
<br />I 1 I/4„-rMr
<br />L T _.a1 u60.tI� i
<br />N I �
<br />V W%
<br />PAMEL UENOTH
<br />1 ONN3S3)
<br />I i O I
<br />_._.� 2•.r ROE,
<br />\l PLATE
<br />ON N MANCH0R 0 S*
<br />O.C.
<br />STAOOEM W/ SIM
<br />-2-w TrCC,
<br />WALL kmXWTDM
<br />SCALE 3/8-1-
<br />mm
<br />1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN
<br />PRESSURE RATINGS (P.a. AND PANEL LENGTHS AS
<br />PER ELEVATION ON iL
<br />2. FOR NEW WDOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO 0E SOUTHERN PINE No 2. W/ SPECIM
<br />DENSITY OF 0,55 OR EQUAL,.
<br />4mD /a011• Mw 24 UK GALVANM STEEL STM PANEL Mw PIP.
<br />EE C O pwmcnm Paooucm Ujc. am/noIMM
<br />Mal 4am ". sl OPW
<br />W. r a 1...41N.rt aN. MSc a 3m* 20-17s
<br />O� =O.H M-taN MOM (a4MMme-7HD, rw OM4).D•MB
<br />o1•DBOAfl 431. r. fIMIM MN
<br />DE ♦ 1AIK J» Pa s,� f 1 IN W
<br />u ,n ILL
<br />saA I
<br />TAPCON 21.41 so
<br />R s r O.C. PLATE
<br />17;,, Ill r,
<br />YEiw?1y>tiNi9!a
<br />q A tlAalt '.
<br />1.1 MUG.
<br />e. PAML. LO M
<br />1 (SEE ELAMTWH
<br />ON BEET 12)
<br />n�
<br />V Ir
<br />•MAMMUM A.S.D- DESIGN PRESSURE RATING s f) AND CIMESPONDLNG MAMMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL M iN_V i ATI MS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL01 IMALLAT10N5 AS PER SECTIONS i THRU 8. ON SHEETS 4 61 5)
<br />lox A.Sm.
<br />Dam
<br />PRESSURE
<br />RGTM
<br />YAtINM ANCHORS StACMd FOR W EA PlOI 6CIEDIRF eC.ON
<br />APPUfABtE
<br />YM7MaN
<br />LWOMIM
<br />V
<br />01.)
<br />MAX,is
<br />A.S.D.W
<br />PE
<br />wm
<br />(M• ,)1
<br />DRUM ANCHM FOR IM EA PER lC1EDULE 6LLDM
<br />//iUG4[
<br />MIAaaAM
<br />TAPOON
<br />SOLID -SET
<br />ZMAMC-NNLM
<br />cmLK-AI
<br />t (w
<br />TMC011
<br />SOL�9[T
<br />M
<br />tAMAC- M
<br />Chit-W
<br />A
<br />N>OF 111104 tON
<br />LOOM
<br />IV
<br />(�)
<br />W
<br />W
<br />W
<br />W
<br />W
<br />OF TMv1
<br />W
<br />W
<br />1G
<br />W
<br />JIM2
<br />W
<br />W
<br />TO
<br />+75. -7s
<br />IT
<br />11•
<br />IT
<br />1r
<br />IT
<br />IT
<br />IT
<br />IT
<br />Ir
<br />1Y
<br />/0'
<br />1
<br />,-
<br />OR
<br />LESS
<br />"Vila
<br />Ilk -lima
<br />IT
<br />r
<br />IT
<br />o 1.
<br />or
<br />6 1
<br />IT
<br />a 1
<br />7 1
<br />5 1
<br />Ir
<br />4 1/r
<br />1
<br />W-r
<br />I or
<br />IT
<br />it,
<br />IT
<br />it
<br />IT
<br />ITIT
<br />IT
<br />IT
<br />12'
<br />1r
<br />to*
<br />I aorw
<br />13'
<br />6 t/2•
<br />IT
<br />Ir
<br />it
<br />r
<br />IT
<br />r
<br />tr
<br />7 1/!-
<br />IT
<br />r
<br />1 a0w
<br />IT
<br />it,
<br />IT
<br />13•
<br />IT
<br />ITIT
<br />rur�
<br />1Y
<br />13'
<br />IF
<br />IT
<br />Ir
<br />(TDP)
<br />IT
<br />r
<br />tr
<br />o i.
<br />IT
<br />a I/r
<br />it
<br />s i/r
<br />7 I/2.
<br />6 1/2•
<br />tr
<br />4 ,/Y
<br />2 CWP)
<br />TY
<br />,1-
<br />1r
<br />13•
<br />13`
<br />Ir
<br />tr
<br />1.
<br />tr
<br />IY
<br />it
<br />I (BORON)
<br />tr
<br />r
<br />13•
<br />IT
<br />IT
<br />B i/r
<br />1r
<br />B 1/1'
<br />13•
<br />IV'
<br />IT
<br />IT
<br />,r
<br />ix
<br />Ir
<br />,r
<br />12•
<br />Ir
<br />to•
<br />1Y
<br />r
<br />tr
<br />tr
<br />13"
<br />s I/r
<br />ti•
<br />B ,/r
<br />10 ,
<br />7 1/r
<br />,r
<br />r
<br />3 (T6P)
<br />f2 1
<br />a 1/2
<br />6 ,/4•
<br />6 1/4.12
<br />,
<br />-
<br />-
<br />a 1/r
<br />5 I14'
<br />a0RT0Y)
<br />--
<br />I //2
<br />2 1/2
<br />a I/r
<br />6 1 4•
<br />2 1/24
<br />I11V
<br />-
<br />-
<br />a ,/4.
<br />6 1/r
<br />3 (BORON)
<br />r
<br />r
<br />r6
<br />,/2'
<br />7•
<br />Y
<br />r
<br />4 1/r
<br />4 (TOP)
<br />r
<br />r
<br />r
<br />5 I/e
<br />r
<br />3 I/r
<br />r
<br />4'
<br />4 IN
<br />r
<br />6 1/Y'
<br />2 1/2•
<br />♦ 0'DP)
<br />r
<br />-
<br />a
<br />-
<br />s•
<br />-
<br />r
<br />r
<br />r
<br />-
<br />r
<br />-
<br />(BOTTOM)
<br />r
<br />-
<br />• 1/r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />s ,/r
<br />-
<br />r
<br />-
<br />(WRO4
<br />I.
<br />it'
<br />IT
<br />13•
<br />IT
<br />it
<br />IT
<br />IT
<br />Is.
<br />,r
<br />IT
<br />Ir
<br />IT
<br />5 1/2•
<br />1Y
<br />IT
<br />IT
<br />r
<br />IT
<br />6•
<br />Ir
<br />7 I/r
<br />IT
<br />r
<br />(PO►)
<br />,r
<br />Ili
<br />it
<br />Ir
<br />it
<br />IT
<br />is,
<br />it
<br />N•
<br />Ir
<br />IT
<br />to,
<br />(somwo
<br />IT
<br />7•
<br />IT
<br />IT
<br />IT
<br />s I/r
<br />,r
<br />6 f1r
<br />0 ,
<br />71
<br />IT
<br />r
<br />WOROtl)
<br />IT
<br />III
<br />IT
<br />IT
<br />IT
<br />Ir
<br />1r
<br />IT
<br />1r
<br />,r
<br />it
<br />Ir
<br />(Mr)
<br />tr
<br />r
<br />tr
<br />01
<br />,r
<br />61
<br />tr
<br />61/r
<br />71/r
<br />5,/r
<br />it
<br />4 1/r
<br />MM
<br />a 1/4-
<br />6 1/+-
<br />6 1/4•
<br />6 t ,•
<br />-
<br />-
<br />-
<br />-
<br />6 1/4•
<br />6 1/4'
<br />6 (RCTT.»)
<br />-
<br />-
<br />5 1/r
<br />a t/4-
<br />a 1/4•
<br />6 t
<br />6 Ile
<br />0 Ile
<br />-
<br />-
<br />6 1 4-
<br />6 1/4•
<br />/ .-I
<br />IT
<br />7 1/2
<br />tx
<br />IT
<br />Ir
<br />tr
<br />IT
<br />Ir
<br />17
<br />s•
<br />Ir
<br />a ,/
<br />I
<br />�,i•
<br />W
<br />•-r
<br />IT
<br />r
<br />,r
<br />o i/2
<br />,r
<br />a ,
<br />IT
<br />6 ,
<br />7 ,
<br />s 1
<br />IT
<br />4
<br />W-r
<br />m
<br />Y-a•
<br />13•
<br />7 1/2'
<br />tY
<br />/3•
<br />IT
<br />10 +
<br />IT
<br />t0 I/2
<br />1 i
<br />r
<br />1Y
<br />T
<br />, tBoT•rt)
<br />,x
<br />6 1/Y
<br />,!•
<br />YY
<br />tr
<br />r
<br />13•
<br />6'
<br />/r
<br />7 1/Y
<br />IT
<br />r
<br />, (sofWM)
<br />is•
<br />7 t/r
<br />IT
<br />it
<br />IT
<br />Ir
<br />IT
<br />tr
<br />it'
<br />r
<br />IT
<br />6 I/r
<br />2 (TOP)
<br />IT
<br />r
<br />IT
<br />0 ,
<br />13•
<br />6 1/2"
<br />IT
<br />s itr
<br />7 1/r
<br />5 1/2•
<br />IT
<br />4 1/2.
<br />2 m
<br />13•
<br />7 IA`
<br />IT
<br />IT
<br />IT
<br />1
<br />IT
<br />0 1
<br />t +
<br />I•
<br />IT
<br />7•
<br />2 MOMI)
<br />IT
<br />r
<br />tr
<br />13'
<br />IT
<br />s ,/r
<br />tr
<br />11/r
<br />o I/2
<br />7 i/2-
<br />IT
<br />a t/r
<br />2 te0T10M)
<br />Ir
<br />7 1/r
<br />IT
<br />13'
<br />tr
<br />W ,
<br />IT
<br />10 1/2
<br />, 1/2
<br />a•
<br />is*
<br />r
<br />3 (TOP)
<br />1r
<br />r
<br />1r
<br />IT
<br />IT
<br />a I/r
<br />IT
<br />B 1/2-
<br />0 1/3
<br />7 I/r
<br />IT
<br />a•
<br />3 pOP)
<br />2 t
<br />2 1/
<br />6 1/4-
<br />6 I/4'
<br />2 1/2
<br />6 I r
<br />-
<br />-
<br />a 1/4'
<br />• t/4.
<br />3 (BOTtOM)
<br />-
<br />-
<br />2 1
<br />2 i/r
<br />6 1/4'
<br />o 1/4"
<br />2 Ile
<br />0 1/4•
<br />-
<br />-
<br />a 1/4'
<br />61/4.
<br />3 Camiloho
<br />7 I/r
<br />3 t/2•
<br />r
<br />r
<br />1 1/27
<br />4•
<br />r
<br />4 1/r
<br />r
<br />3 1/2•
<br />r
<br />r
<br />4 CROP)
<br />r
<br />r
<br />r
<br />6 1/2-
<br />r
<br />3 t/r
<br />r
<br />4'
<br />4 1/r
<br />r
<br />G 1/r
<br />2 1/2'
<br />(TO%
<br />IT
<br />4 a "Ma
<br />r
<br />-
<br />a 1/Y
<br />-
<br />r
<br />-
<br />r
<br />-
<br />5 1/I'
<br />-
<br />r
<br />-
<br />4 (MIT"
<br />IT
<br />7 1/2•
<br />IT
<br />I IT
<br />IT
<br />to f
<br />13•
<br />10 1/
<br />, -11F
<br />r
<br />13'
<br />T
<br />iTOP)
<br />1r
<br />a 1/r
<br />IT
<br />IT
<br />Ir
<br />r
<br />IT
<br />r
<br />,r
<br />7 t
<br />IT
<br />6'
<br />(TOP)
<br />IT
<br />7 i/r
<br />/3'
<br />,Y
<br />IT
<br />0 i
<br />it
<br />0 1
<br />1 1/a
<br />a•
<br />,r
<br />r
<br />(sOTtoN)
<br />IT
<br />r
<br />1r
<br />13,
<br />IT
<br />s 'Ir
<br />IT
<br />6 1/2•
<br />f0 1/Y
<br />7 ,/2'
<br />tY
<br />r
<br />(60ROQ
<br />IT
<br />7 ,/Y
<br />it
<br />tr
<br />1r
<br />10 +/2
<br />IT
<br />+a ,/
<br />, ,
<br />r
<br />,r
<br />:•
<br />s (WP)
<br />,r
<br />r
<br />IT
<br />,r
<br />a I/r
<br />IT
<br />s tilt
<br />? +/s'
<br />s ,/2'
<br />Ir
<br />+ +!r
<br />(TDP)
<br />s1/+•st
<br />4.
<br />614.61
<br />+•
<br />61 r
<br />s+4'a
<br />-
<br />-
<br />sl a'aveli
<br />75
<br />-
<br />- I-
<br />-
<br />611'6,4
<br />a !•
<br />BEE MHSF I I FOR AIKIARI Tm a womm Ton "SPUN" MW OM MM Kamm
<br />• wow III**t BMOM66 CIA MMMW EDK DMVJ Z NE M Mm ON THIS SOOAC 60 Lo
<br />List ANAL seWgm ON BOWIE NUAGI NOM WW:M d IIULM M 14011216 O MN ON
<br />IMMU SIT M POLLOWO P & M. POI " OPUAM W E POrLL MM WO MG
<br />WWAM ime MM MILL NMr R Last TWA IMMM wome 6BMMm TM WI NOW "K
<br />mown TYPE
<br />I S
<br />1/iP1
<br />aj
<br />1/P•
<br />OP
<br />SaIKLI
<br />RWNUI
<br />I
<br />MaMtIil�
<br />IANLW AWWMM OL)
<br />a
<br />a
<br />ID
<br />t
<br />Wsa
<br />NGMMSrYANMusJ.i 6,Q
<br />a
<br />t3ry•
<br />r
<br />a
<br />a4pWtpmawo
<br />ttiltr
<br />EeeE WNW
<br />PAe1BlR
<br />W/r
<br />- - -_.--
<br />r
<br />Ida
<br />- _
<br />_
<br />aMs
<br />wa
<br />nTI
<br />a lie
<br />•• S'P/IG L ONLY VNA WISH 57aACETt LS I1SED. SEE 1 FOR MAIL
<br />OFS10N LOADS t MAX pA14L WHFH SPACER R USED.
<br />--7AME.,l1
<br />a
<br />A.B.D. DEIM 6OIt0
<br />"NPAM
<br />40 PSF OR LESS
<br />81-a-
<br />> 40 PSF TO 50 PSF
<br />6•-2'
<br />> 50 PSF TO 60 PSF
<br />5'-10•
<br />A MAIL PANEL LMHGIHS ARE ONZ VALD FOR INSTAIAMON5
<br />W/ SCUD SET ANCHORS BL W/ SPACER AT 12 1/2. O.C.
<br />INSTALLATION MAILS FOR UFIE SAFETY_L
<br />INTO POURED CONCRUE OR CONCRETE BU.GKSTRUCTURES
<br />BLOCK CONCRETE BLOCK CONCRETE BLOCK
<br />ED•
<br />1w
<br />gM16�
<br />1 x
<br />S�' PANEL LEMOM
<br />(SEE MM"
<br />ON MIXiT 12)
<br />1 ae f tlV.
<br />•sUs'FI p.--/aT6.40RT a Y O.C. p(L..
<br />`�TEP aARFD NCRETE W '-170116RETE BIPaac O. OR
<br />s� PANUS 12 MAWLEL
<br />M
<br />SCALE 7/6.1" No
<br />BEE man ,s t Is NM ANOMAB
<br />rfK III SPACING FOR MLLgM 6MM Ito
<br />WGWN APO" fPAalga ATW MIrsAI
<br />ON UM NWE ARE I INOM 1T11 1tM
<br />SCHOtAL POR La LESS I MI I NOOLIIO
<br />OM sC/ma NEDUM NOION SPACING
<br />A M LWLVDS S►AM Sam ON
<br />SCHEDULE Br THE FDUAWM HICIM
<br />roR im OPBLV M ro E POSIWL
<br />Rm11om WROMG mmm WING
<br />Fill=SALINWTEun,WIN
<br />.MAIN S"'m sico m FOR I"
<br />ANCROW WR M /N6 20111M.r
<br />ALDIE FIR
<br />S i/a
<br />W-W
<br />UP"" *ams6aa ON
<br />a
<br />. rp 'O.r4N QQ
<br />r1ANMtla1 .6P1N1N ar eW
<br />3
<br />1
<br />now
<br />, ,
<br />an
<br />=i/r
<br />NH -
<br />-� r
<br />ase
<br />3 1jr-
<br />•it i
<br />1OLVAM
<br />somivmm
<br />To CLASS.
<br />t
<br />CLASS
<br />`,r
<br />`+
<br />I,
<br />/
<br />6'
<br />Ir PANEL UDOM
<br />`�
<br />lr�y'
<br />f
<br />WALL u Rll. dh
<br />Lf
<br />INSTALLATION DETAILS
<br />INTO WOOD
<br />FOR UFE SAFETY PANEL
<br />STRUCTURES
<br />/ r .. X irADOt
<br />.i IRA10[R
<br />•
<br />i 4Y TAPC011
<br />! 1 4V IAPCW
<br />AMC= s 6O.C.
<br />it ' j • e• o.c.
<br />I
<br />1/r
<br />�, r/p•
<br />�}� (� Wilt
<br />: , i/4.
<br />t
<br />f
<br />1►-`
<br />_ --_,_-.,-t --
<br />a /r. _
<br />xx
<br />a OL -.
<br />O
<br />•_ �_.. -., - .-.�._. OEmAIftA
<br />N 1 IIaBM a0 r+')
<br />)
<br />CLASSLASS
<br />_
<br />- - - -- - .. }
<br />N __+-_ _. __...__ 1• NA%•
<br />V MARL
<br />---1--- a• PANEL IEWOM
<br />LCNWWrE---------
<br />p 1 } PANELAm
<br />flt
<br />s 1 CODS SHEET 12)
<br />ON SHEET 12)
<br />a 1
<br />tt,•�� f �
<br />p6
<br />tl_'_-70 W1LS5. I
<br />L
<br />00
<br />ey._ 1
<br />I LA
<br />s GLASS.
<br />'t •Eyt oe i
<br />r
<br />- j avyrm
<br />ED
<br />WOOS.
<br />RFAuutEb
<br />PMIREO YIE2!
<br />, 4Y PAN LNAIE PLUS
<br />/r PMEIAMIE PLUS
<br />ANCHOR O 12 I/2' O.C.
<br />i _ A 1p tilt O.C.
<br />v _
<br />. nl
<br />INIIII
<br />A. Tf(�ill
<br />"
<br />�1ERA
<br />44167
<br />FLOMOA BUILDING CODE Men Nigh ValGe NNrrka,6 Sena
<br />STATE OF
<br />alaIN+aWoo 14G ST S GALVM(OZD TEEL OMI PANED.
<br />24 OAK
<br />rim
<br />Ba.M aP
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.
<br />DESIGN PRESSURE RATINGS (PAL ANO PANEL
<br />:'' f(
<br />'� DR
<br />I� LTE C O E«e.am& PROTECTION PRODUCTSI LUC
<br />t1a
<br />LENGTHS AS PER ELEVATIDN ON iL
<br />2. FOR NEW WOOD FRAME �: WOOD
<br />S/ONIICE�
<br />/(
<br />4IM IAA m aN.
<br />Mu, o"pul-am
<br />2D-t7s
<br />MEAfM" TO K SOUTHERN PINE No 2. W/ SPECIFIC
<br />DENSITY OF O-W OR EQUAL-
<br />NI//MM1H
<br />t�.,r. PRert olmpol-ww FM
<br />r s
<br />WA.
<br />DRIgM N.
<br />PL
<br />P.S.BIE110
<br />O to
<br />�r
<br />N
<br />N
<br />L
<br />cn
<br />ca
<br />O
<br />C D
<br />.•..
<br />U
<br />N
<br />N
<br />0
<br />C
<br />C6
<br />c
<br />CC♦
<br />cu
<br />Fn
<br />C
<br />LO
<br />Q
<br />0
<br />0
<br />Cu
<br />0
<br />O
<br />w
<br />0
<br />cu
<br />>
<br />An
<br />cn
<br />E
<br />Q
<br />0
<br />(ucu
<br />1'S'-
<br />.f,.A
<br />a
<br />z
<br />z
<br />W
<br />J
<br />N
<br />N
<br />o
<br />CIO
<br />.fl
<br />N
<br />W
<br />I�
<br />Y o
<br />`'
<br />U
<br />C7
<br />v
<br />=
<br />e•a
<br />m
<br />1L. ci
<br />'
<br />L`J l.•
<br />6
<br />yC
<br />t))
<br />lip
<br />01
<br />l6
<br />y d ,L3
<br />11
<br />A
<br />�I
<br />O
<br />Q.
<br />U
<br />cu
<br />0
<br />A -
<br />U
<br />(3)
<br />I
<br />cu
<br />LLI
<br />z
<br />z
<br />Q
<br />J
<br />a
<br />SHEET
<br />NO.
<br />SH 1.4
<br />
|