|
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 />E
<br />1 1
<br />® OR comeam
<br />{LOOK OR 2' A r • Air 3100 N-1err{
<br />1 1 A� 04
<br />�AIyR,i R'GIi1RUM FRAIL 604,-TO ALM OONL IIW
<br />1 Anal Who 1/41 . 1 3/r -.-)
<br />2 1/2' IAPCON • ta' O.C.
<br />1/r IS. 4.t. \ ' 2 1/2-
<br />'YRp NOD ;MIAMI) [ eLocK ' /� ANCHOR 1 T
<br />II Lf_ _,f�
<br />rw gmPIMt N 1y M,,q o-',
<br />� 7�r t .,/.• OAP
<br />TIDPA E tm tea61oI/
<br />• It D.C..1 r . r . Aa' p
<br />_
<br />_ OW 31004084 SHM ►OLM GONOICTC, CONORIM -.
<br />_. t-..TRMM METAL ALIAL UW NA11 < HOCK OR 2W WOW MIME
<br />r A 4' ] ., / 1• t
<br />0--W f 1 (n►) ; - rl R AUM
<br />310 O
<br />Il1AY 2 1/2' � _:._ 2•
<br />t .. /4 Llf
<br />COMA. AWN ARGUE Yn.
<br />Ma•. OAP
<br />I/... SOLL 4• . A7r
<br />`fiat-NI4
<br />6 ,Y O.C. a sou-11 ALLAY
<br />R/AM*" CNi M_ Mau
<br />CASE A (EIW CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />WALE 1/4*-1• SCALE 1/4'.,• SCALE 1/4'-1' WALE 1/4•.1•
<br />- --- - --f' .► 'SDUO-M1Lc0 P ON AUK
<br />1
<br />p�1t1 1{YYi
<br />,sa POMM .O 3�7 Jq OR ' , -10►. °.t,Tp 011 rPMR13W1 BAN ( A
<br />�.-- (MN. PA[L00Mp■"re•o 1 t ® aR rr 11000 ; 6oa aF OPWO f ,nM1As aN 1ME11
<br />„� & fRYE RWIRM I K AMLD,6tE / 10 6 11)
<br />aoRHq w RmU ■ID 1
<br />�DEr00D�/
<br />-- 1 • © �® ~oia/R iiAT nN■1 w'tYltii TO
<br />1��1p1 1tTu pRVo+ CUr DID PAIL'.)
<br />1
<br />CASE G (PLAN)
<br />M•'{a■,MI ti,i u•, •• /%y SCALE 1/4 .1'
<br />FOR
<br />'4VCEN
<br />NN a r as 3A T VALID DIRECT MOUNT NVAL AtION ONLY A
<br />••''.
<br />�C • CERTi@D PANEL INSTALLATKIN AT WALLS w/
<br />ND. 44167 SURFACIE LfVM VARIATION WITHIN 3/4-
<br />i1 FLOMDA BUILDING; COS IEMI Mah Www" "WU con• Zone)
<br />am mum NO. 21 GAGE QALVAMRED STEEL STORM PALL
<br />CASE E (PLAN) CASE F (PLAN) 01 �f
<br />F � Dow W.
<br />CORIO��
<br />er.,r 1/4'.1' SCALE 1/4•.1• �•FSc . w/t+/■t
<br />IIN I E C O aNC. PROTECTON PRODUCTS. �• LIYG
<br />uN ��,�• .Moi{a,R�M�LmQr
<br />dN NIRGwRKc (p.ItM° Ys/p �UMhtT7 20-175
<br />,+11•.. • •T1= . a1•FO
<br />.►w •rwr� PINS. IY[
<br />15.1
<br />FL WRRwwaNllt a -team
<br />"I= A "'AnP- sL MIat1 e r M
<br />MAXIMUM A.S.O. OESIGN PRESSURE RATING (pA.M AND CORRESPONOING MMMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORY PANEL (1) INSTALLATIONS ATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL 1QINSTALLATiONS AS PER ALTERNATIVES 1W THRLI 4W, ON SHEETS 6 k 7)
<br />PIRATING
<br />(P•.f.)
<br />MAX MA ANCHORS SPACING FOR LO. • AS SHOWN ON M*Els Is a 7
<br />APPLICAKE
<br />ALIUNVPM
<br />t ANY
<br />�
<br />OF THU
<br />MkVACW
<br />LLFrF• H
<br />(14)
<br />TAPCON
<br />LAG SCREW
<br />M/IH3NTE
<br />R1116L IO
<br />MEL► AIM
<br />PLUS
<br />wm BUIMaNG
<br />,r
<br />,r
<br />,r
<br />,r
<br />,r
<br />IV
<br />or
<br />u'
<br />,r
<br />Ir
<br />,r
<br />Ir (80TOM)
<br />:1
<br />/
<br />6, /r
<br />6n
<br />e t
<br />-
<br />-
<br />e 1/4'
<br />,2 1h•
<br />�•-
<br />r
<br />s•
<br />— .
<br />Lassr
<br />e•
<br />r
<br />s
<br />RD,tr
<br />,r
<br />tr
<br />133,
<br />:33-
<br />FW)44
<br />�-W
<br />LEST
<br />,3
<br />Ir
<br />13•
<br />1Y
<br />,r
<br />Ir
<br />Ir
<br />Ir
<br />13,
<br />,r
<br />Ir
<br />or
<br />6'
<br />tr (wf1011)
<br />6 1/2-
<br />a 1/2•
<br />6 1/2
<br />6 1/Y
<br />• 1n•
<br />(16►)
<br />6 1/4•
<br />12 1h'
<br />6 I/e
<br />ow..)
<br />' m
<br />4 1/2'
<br />4'
<br />1 ,n.
<br />6 112
<br />-
<br />(TOP)
<br />W-4•
<br />4 ,n
<br />4 +n-
<br />7'1
<br />r
<br />-
<br />as (NOCOI)
<br />10 In'
<br />a 1/2•
<br />1 13•
<br />Ir
<br />s'
<br />(TOP)
<br />,r
<br />,r
<br />1 13•
<br />,r
<br />• SEE TABLE /1 FOR TAX. ALSO. DESIGN LOADS k VAX. PANEL LE14iHS MEN SPACER @ IS
<br />USED. CORREP040 X) ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX. A.S.D.
<br />DEM
<br />FSNK
<br />aArIKG
<br />MAXIMA ANCHORS SPACING FOR La w AS SHOWN ON SHMIS 6 k 7
<br />APPLCA=E
<br />ro
<br />R Nn
<br />OF THtr
<br />MAN"
<br />PNia
<br />RM
<br />1F IL(Pa,J
<br />00
<br />TAPCON
<br />LAO SCIILM
<br />PMIELYATE
<br />FINALE ID
<br />PANEIWTE
<br />PLUS
<br />,AGOG MMM
<br />,r
<br />,r
<br />13'
<br />13•
<br />13•
<br />IS,INEF
<br />u•
<br />13•
<br />,Y
<br />Ir
<br />r
<br />is (WMM)
<br />e h
<br />e h
<br />/2'
<br />n
<br />n
<br />Ra7
<br />-
<br />e 1/4•
<br />12 I/ -
<br />s 1/4'
<br />MIT,-)
<br />a'-o•
<br />Ilr
<br />or
<br />Olt
<br />LESS
<br />-7 1/Y
<br />1•
<br />r
<br />r
<br />-
<br />]r 16w16N)
<br />or
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />ro-45
<br />+75, -7t
<br />Ir
<br />or
<br />or,
<br />_
<br />13'
<br />13
<br />Ir
<br />Ir
<br />tY
<br />Ir
<br />10•
<br />■
<br />jr
<br />Ir
<br />tr
<br />or
<br />a Ile
<br />1r
<br />(au"MO
<br />t ,/2-
<br />a 1/2•
<br />4 1/r
<br />4 1/2•
<br />6 I/Y
<br />(TOP)
<br />-
<br />-
<br />6 I/4•
<br />12 ih'
<br />6 1/•,
<br />( 171
<br />'s-W
<br />4 Ilr
<br />S•
<br />7 1/2'
<br />7 1/1'
<br />S•
<br />p•
<br />5 112'
<br />r^
<br />s'
<br />-
<br />3r
<br />WIWI
<br />Ir
<br />12•
<br />IY
<br />t3•
<br />6 t/2'
<br />POP)
<br />Ir
<br />Ir
<br />Ir
<br />or
<br />IV
<br />PMQQ
<br />• SEE TALE /1 FOR MAX. A.S.D. DESIGN LOADS At MAX. PANEL LENGM MEN SPACER LS
<br />USED, BONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />ZMU-U
<br />A
<br />A.S.D. DESION LOAD
<br />MAX" EL MPAN
<br />40 PSF OR LESS
<br />6'-6•
<br />> 40 PSF TO 50 PSF
<br />W-2-
<br />> 50 PSF TO 60 PSF
<br />Y-10-
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR RWAILATIONS
<br />W/ PANEL "., MATE,�•9 E ID OR PANEL MATE PLUS
<br />ANCHORS k w/ 1Lpills. IV.'SFAQ 1/2• D.C.
<br />MAXIMUM A.S.D. DESIGN PRESSURE NO (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANFL (1) INSTMIATIONS IMTO CONCRIM & C014CRM BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL (!)WALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 k 5)
<br />WY. A.S.C.
<br />DESIGN
<br />►I1
<br />IOMM MICHOM S 04M FOR MN E.D. PO SG[OULL KLOW
<br />4••L+fNLL
<br />N J•
<br />IIAIOIaNY
<br />it OM
<br />IV
<br />M•)
<br />MAX. ".0.
<br />Do"
<br />P
<br />(P•�Aa
<br />MA1Maw Niokvn SPACING FOR YN E.D. M 9c$.=RE @DAW
<br />APPUCMLL
<br />—1
<br />t
<br />M AXL M
<br />PANIC.
<br />LXNM
<br />M•)
<br />SOLID-SET
<br />FNNUATEn
<br />2Awc-NAM
<br />c"_I1
<br />TWON
<br />SOLD -SET
<br />zAkvc-NNLN
<br />CAN -IN
<br />10.
<br />A
<br />10
<br />A
<br />OLIMKVM
<br />or THEY
<br />A
<br />N
<br />TO E
<br />3k
<br />to
<br />of 1MiDA
<br />+r
<br />,r
<br />,r
<br />,r
<br />,r
<br />1r
<br />u•
<br />,r
<br />,r
<br />,r
<br />a._„
<br />ON
<br />�'
<br />•4-i6
<br />+s1.6N
<br />w'
<br />r
<br />,r
<br />or
<br />s
<br />s
<br />u
<br />3
<br />r
<br />or
<br />r
<br />e,_•
<br />opt
<br />LESS
<br />'
<br />Ir
<br />,r
<br />1r
<br />Ir
<br />,r
<br />1r
<br />Ir
<br />Ir
<br />Ir
<br />1r
<br />1 OWTOM)
<br />,r
<br />,r
<br />,r
<br />Ir
<br />,r
<br />13'
<br />tr
<br />or
<br />,r
<br />or
<br />Ir
<br />11 1/2
<br />1 (BORON)
<br />1]'
<br />or
<br />13•
<br />t]•
<br />Ir
<br />13'
<br />f]'
<br />,r
<br />tr
<br />,r
<br />2 (ro►I
<br />,r
<br />I]'
<br />,Y
<br />or
<br />Ir
<br />,3'
<br />1T
<br />/r
<br />1r
<br />it
<br />/3'
<br />, 1/2
<br />: (TOP)
<br />or'
<br />/Y
<br />1r
<br />or
<br />/3'
<br />1r
<br />1]
<br />13'
<br />Ir
<br />lr
<br />or
<br />: (sorreM)
<br />tr
<br />,Y
<br />lY
<br />,r
<br />1r
<br />,r
<br />tr
<br />,r
<br />,r
<br />or
<br />,r
<br />+ +
<br />2 (eor,oM)
<br />or
<br />,r
<br />Ir
<br />,r
<br />Ir
<br />ta'
<br />,r
<br />Ir
<br />,r
<br />1r
<br />(TOP)
<br />,r
<br />Ir
<br />1r
<br />1r
<br />1r
<br />,r
<br />or
<br />1r
<br />it
<br />or
<br />,r
<br />It 1/2
<br />3 (IO►)
<br />12 I
<br />12 1/2-6
<br />1/4•
<br />6 I/4•
<br />2 1
<br />2 1/2
<br />-
<br />-
<br />6 1/4.
<br />6 1/4
<br />3 (MOTION)
<br />-
<br />-
<br />2 1/2*.12
<br />,n
<br />0 1/4'
<br />a Ile
<br />.12 1/2'
<br />,12 In
<br />-
<br />-
<br />6 t/4.
<br />6 1/4'
<br />3 IsOtTOAo
<br />rrI
<br />6
<br />r
<br />e
<br />r
<br />r
<br />r
<br />r
<br />r
<br />s•
<br />7 +n'
<br />4 (*�
<br />s
<br />e tn'
<br />r
<br />r
<br />a•
<br />. ,/Y
<br />r
<br />7 +n
<br />e
<br />r
<br />r
<br />r
<br />4 (tor)
<br />r
<br />-
<br />6'
<br />-
<br />6'
<br />-
<br />r
<br />-
<br />e'
<br />-
<br />(NOTION)
<br />a'
<br />-
<br />r
<br />-
<br />r
<br />-
<br />a•
<br />-
<br />e'
<br />-
<br />r
<br />-
<br />(WrM*
<br />or
<br />Ir
<br />tr
<br />tr
<br />or
<br />13'
<br />Ir
<br />13•
<br />Ir
<br />,3'
<br />(TOP)
<br />13,
<br />,r
<br />,r
<br />13'
<br />,r
<br />tr
<br />Ir
<br />,r
<br />Ir
<br />14,
<br />Ir
<br />It 1
<br />S )
<br />_
<br />r
<br />,r
<br />fr
<br />,r
<br />1r
<br />,r
<br />,r
<br />/r
<br />13•
<br />,r
<br />13'
<br />D, MM)
<br />13•
<br />+r
<br />Ir
<br />Ir
<br />Ir
<br />/r
<br />1r
<br />,r
<br />Ir
<br />Ir
<br />Ir
<br />I1 Pool
<br />N )
<br />r
<br />,r
<br />,r
<br />Ir
<br />1r
<br />Ir
<br />Ir
<br />,3•
<br />tr
<br />,a•
<br />or
<br />0 (TOP)
<br />+r
<br />,r
<br />Ir
<br />Ir
<br />lr
<br />Ir
<br />/r
<br />,r
<br />or
<br />,r
<br />or
<br />it 1/7
<br />(TOP)
<br />61 4'
<br />6, P
<br />e, .
<br />0, 1'
<br />-
<br />-
<br />-
<br />-
<br />a 14'
<br />4 ,/4'
<br />4 «
<br />-
<br />-
<br />6, 4
<br />•1 P
<br />a, 4'
<br />611
<br />-
<br />-
<br />-
<br />-
<br />• + 4•
<br />t I i•
<br />•LESS
<br />,r
<br />10 1
<br />Ir
<br />r
<br />,r
<br />r
<br />7/
<br />t ,
<br />Ir
<br />4 ,
<br />1
<br />>a,�•
<br />10
<br />14'-4'
<br />13'
<br />1•1Y
<br />tr
<br />Ir
<br />6 ,
<br />,r
<br />6 ,
<br />e , r
<br />a ,
<br />lr
<br />S ,
<br />,7/
<br />>r-r
<br />TO
<br />r-0'
<br />,r
<br />,r
<br />1r
<br />. n
<br />,r
<br />6 n
<br />o1n
<br />n
<br />u•
<br />r
<br />(aorla)
<br />r
<br />n'
<br />o
<br />61
<br />, (tartar)
<br />,r
<br />10 1
<br />u'
<br />7'
<br />lr
<br />r
<br />71/2
<br />a1/2
<br />13•
<br />4 In'
<br />2 (TOP)
<br />Ir
<br />r
<br />Ir
<br />+r
<br />1Y
<br />a +/r
<br />,r
<br />6 tn•
<br />6 1/r
<br />6 t/r
<br />+r
<br />5 in•
<br />2 (TOP)+rr
<br />u'
<br />u•
<br />or
<br />a 1/1
<br />1r
<br />0 1/2
<br />to 1n
<br />7 In
<br />or
<br />6 1/2.
<br />2 (NOTION)
<br />Ir
<br />7 ,/r
<br />1r
<br />Ir
<br />tr
<br />1r
<br />Ir
<br />to,
<br />it,
<br />r
<br />Ir
<br />a Ilr
<br />2 d/�yo,pr,■,0
<br />Ir
<br />71
<br />,r
<br />1r
<br />Ir
<br />0 1/2
<br />Ir
<br />6 1/2
<br />101/2
<br />7 in
<br />13•
<br />1 /
<br />3 (W)
<br />Ir
<br />7 In'
<br />q'
<br />1a'
<br />fY
<br />,0'
<br />1r
<br />,r
<br />II'
<br />s'
<br />IY
<br />a In'
<br />3 .•.r•)
<br />-
<br />-
<br />72 1/2
<br />12 1
<br />0 1/4-
<br />6 1/4'
<br />12 /n
<br />6 1/4'
<br />-
<br />-
<br />a 1/C
<br />6 1/4.
<br />3 MnOM)
<br />-
<br />2 1/2'12
<br />1/2
<br />0 ,/4•
<br />6 1/4'
<br />12 1
<br />12 1/2
<br />-
<br />-
<br />6 1/4'
<br />6 Ile
<br />3
<br />r
<br />r
<br />6•
<br />S 1/2
<br />r
<br />3 tn•
<br />1•
<br />P
<br />4 1/2•
<br />Y
<br />a in'
<br />3'
<br />4 (m►)
<br />7 1/2•
<br />r_
<br />r
<br />r
<br />Y
<br />4•
<br />/•
<br />4•
<br />4 1/2.
<br />3 I/2.
<br />6 in'
<br />r
<br />4 (TOP)
<br />e'
<br />r
<br />s
<br />e'
<br />S 1/2'
<br />7 tn'
<br />f67Tlo►9
<br />r
<br />S.
<br />r
<br />6'
<br />6 1/Y
<br />7 1/2'
<br />4 (66T1■a)
<br />Ir
<br />r
<br />or
<br />1r
<br />Ir
<br />6 1/2'
<br />,r
<br />a 1/2-10
<br />1/2
<br />7 1/r
<br />Ir
<br />r
<br />(1Gr)
<br />or
<br />a 1n'
<br />,r
<br />tr
<br />tr
<br />Ir
<br />la•
<br />10•
<br />I1•
<br />r
<br />or
<br />6 1/r'
<br />1 PG►)
<br />,r
<br />1•
<br />lr
<br />,r
<br />,r
<br />a 1/2•
<br />13•
<br />6 I/r
<br />o ,
<br />7 +/Y
<br />lr
<br />6 Ih'
<br />6 (NORaI)
<br />IY
<br />a ln•
<br />or
<br />Ir
<br />1r
<br />Ir
<br />or
<br />tr
<br />„•
<br />r
<br />,r
<br />6 +
<br />(6o,Ia0
<br />Ir
<br />0'
<br />,r
<br />10 ,/
<br />,r
<br />r
<br />Ir
<br />r
<br />7 I/r
<br />a ,n'
<br />Ir
<br />4 In'
<br />lT�
<br />13•
<br />r
<br />tr
<br />or
<br />,r
<br />a ,/r
<br />lr
<br />6 ,n'
<br />a +n'
<br />a in'
<br />or
<br />a +n•
<br />OOP)
<br />114•
<br />114'
<br />614'
<br />6/ 4'
<br />al4.
<br />61 {•1
<br />014'
<br />614.
<br />614•
<br />a14'
<br />a, P
<br />6+4•a
<br />Ra am I FOR PMCHM INK a s11o■le MR USLUA"" PRO sm FRY[ VISA=
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<br />I= TWA #CC= ON SOMU MU AOOM 21YMw10 MY YLt7NYPR WPZ Me SOD■ ON
<br />2C1,[01RE " M ratla4rD PAt10RL FOR Ns OKILON 70 K POMrsL REWCm SPACING
<br />Oan■ND 16SR i3C'1011 114YL NOR IS UM IMw WOW WA IDOAIm IN SIGH MICHIM ,ME
<br />al Its opgo"
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<br />DESIGN LOADS k WOI P14NE1 WHEN SPAOFR m
<br />or O
<br />NUN. o
<br />ANCM10115 (SEE aWnM s AL7ERMTNES ON SHMS 13, 14. 1e
<br />R-SA/13. R-24/13, R-SA/14. It-
<br />R-tAW//4 R-2AM/14 R-SAW/16. R-
<br />0 0 0 0
<br />I � I j l , 4•A-2ON1• S.S. eOLTs w�
<br />j (USE FOR PANEL LENOTHI '
<br />OVER r-57
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<br />1 LIFE 3AFORY PANEL
<br />1 1 1 I IIt , 4 •- 1
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<br />40 PSF OR LESS
<br />6•-6-
<br />> 40 PSF TO 5O PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />5- 10*
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />IN/ SOLID SET ANCHORS &W/SPACER AT 12 1/2^ D.C.
<br />R-31/14. r MAX.
<br />4 R-3MT/16. '•11�1
<br />0 y e T
<br />I
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<br />I
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<br />REWIIR > PANEL 1, i r-r Is +40A -40A I Lf.
<br />i .;(• _ _ _ r. 1 � I OMRAP MD Ana IDOM BOLT)
<br />i _ _ _ r-r • +VOA. -two P.M.G.
<br />(W/O "W MD PAMIX LM M Can
<br />LRE
<br />M ♦ r-r MNL MMM LENGTH
<br />AT ALL MDUUMM
<br />0�
<br />i 1
<br />1
<br />WARS NUr AT
<br />3• f LDT PARL ff MIGHT PAGeL r T INSTALLATIONS ONLY W"D FOR WW
<br />�R-IA/13. R-2A/14 R-3A//4, uR-16/1S. R-21/13. R-U/14. ,• MM.. SPEED UP TO M.PA.
<br />R-1Aw/14 11-2AW/15. R-3Aw/16. --777 R-1)N1/15, R-2tEw//6. R-MW/16.
<br />_... ......_....._.__.---_`_------ .----._-----ANCHONS (SEE 1E rOG At ALTVMTNE. ON SHMM 13. 14, 15 &I4)---- _.----.-------._--
<br />1/4• MRS. GAP
<br />UEE SAFETY STORM PANEL n ELEVATION (t) ' r
<br />SCMr 1/4'-1•
<br />/ ORYST PANEL (Not 0YF11rM ,tOW 11YLLTT I v STORM'N11R
<br />43rR a:.xk x.a l x.: zcJR4s/
<br />.4Lxc-1•C_- xxxxx4x`x•srfa aztMtsae
<br />LIFE PANEL * • "v 1*1
<br />EXTERIOR 4�,S�RII
<br />SECTION A-A�
<br />SCALE: ,/4•.1-
<br />FL KM,1MMva/ONR
<br />am'amD' M'
<br />24 GAGE GALYAMM STEEL 51DRY PANEL
<br />FA
<br />win 6n
<br />w/"o/R"'
<br />IL E
<br />w PROTECTION PROOTICIS3 U.C.
<br />4m 11.11. el SOW
<br />erll a w'4
<br />now MMita-06M /AK: {M•)Ms'OYt7
<br />it a16R•,
<br />V•N wM-1-NM . A . iN PI-�
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<br />"MA�� s t&t
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .sJ.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR (!R[ U AR STORM _PANEL (1) INSTALLATIONS INTO CONCRETE & CONCRETE BUCK STRUCTURES
<br />-(VALID ONLY FOR PANEL( R)STALtATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 Se 5)
<br />-
<br />MAX A.S.D.
<br />DESIGN
<br />PI UK
<br />(►.a4.)
<br />MAXaMIRM ARrHM $PAWS FOR Mel LO. PER SCHMU Sam
<br />A}rUCA L
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<br />SM MIMI II FOR ANCDR6 rM a 6NCNs ION tRTALAre" Pro ■0a0 IRNI[ Kamm
<br />• IMMIMIM ANCOMP W.00 AND INMM ON MMU AN PRICAim ON 111R .CHOIR[ IN LO.
<br />Ilea RAN MOMICS ON SQNGR E RMDE ANCD■ VIRGIN M Ma71RYM VACMO MDAW ON
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<br />DESIGN LORDS k MAX PANEL MEN SPoliM LS USED.
<br />A"-dL
<br />A
<br />A.S.D. DOW LOAD
<br />�HPYUIIL
<br />40 PSF OR LESS
<br />6'-6-
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PW
<br />5'-10-
<br />A MAX PANEL LENGTFIS ARE VALID FOR p/STALIATgNS
<br />W/ SOLID SET ANCHORS At W//" SPACER AT 12 1/2- O.C.
<br />1/4V TA/Cdl___.
<br />ANCIIDR • r QC.
<br />INSTALLATION DETAILS
<br />INTO POURED CONCRETE OR
<br />PWR[D 1/4-0 TAMON POUM
<br />OR AHCIOR 6 6• 6C. t OR
<br />FOR LIFE SAFETY
<br />CONCRETE BLOCK
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<br />ANCHOR s r 0...
<br />PANEL In
<br />STRUCTURES
<br />POUNEO 1/4•S WOO"
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<br />ElE
<br />ON SHEET 12)
<br />_. °-'t _., 6• PANEL LENGTH
<br />I � (SEE %,T ON
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<br />ON S"M t2)
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