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<br />SPAN SET:)'"
<br />REWIRED It.
<br />TUBE MULuoN ^
<br />> 4'-6' To S'-B`
<br />^2" s 4' : 1/8'
<br />? W-A* TO. w-io"
<br />2' . 5' • T/6 :.
<br />W-10' TO 8'-O'
<br />2". IV • i/a•
<br />• W 836-a,a.T„6 2.b i1 PRE591RE RATNC
<br />SCALE 3/5-1'
<br />NOTE MULLION CAN AU* K 04TMAM W/O STORM PANELS ON TOP
<br />PAWIEI. SO W W/ TIT is UBE TOP TED AT
<br />90110TOP 4) BOTTaM OF OPR8N0.
<br />IN:►IMS4116i1i}N - ALTERMIATIVE f W
<br />SCALE. Ile - I -
<br />emu. MQUN M
<br />IM]'AI.l.ATf6N -• ALTEAiMATIIPE '1W
<br />SCNJ<• Ile - T"
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 ps:T. AND PANEL"S LENGTH UP TO
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE MOI, 2. W/ SPECIM DENSITY OF 0.55 OR EQUAL
<br />& BOTTOM MOUNTINGS CAN BE
<br />RIVED IN ANY WAY TO SUIT ANY
<br />r7 TL4231A
<br />� _A ► t111li �
<br />emma & E MR uOuNt WALE A MOCIR MOIlN7fMG
<br />IN4TA63 =N - AI TERIA rE INSTALLAVONS AMU= W
<br />(SECTION AT TOP IS LIMITED TO 485:5-67.0 MAX, $CALL 1/4" - 1`
<br />AS.D, DESIGN PRESSURE RATING)
<br />SPATE: 1/4` - 1'
<br /><AI ,
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<br />NO. J4167
<br />� ? a ITUIOA AD
<br />:_- 1 rho{
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />FP.
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<br />jj(
<br />i 1 I I (�F DL?ANS 4/14
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<br />BLOOK
<br />RFaisw•`Fo
<br />L10,11A 2/4, 2A/4. 3/4 4/4 i, 2,4t nw/iS f, A TW/is
<br />DR
<br />-j aN�"X�L L
<br />- AREA. W/ND UFE SAM PANELS LOCATION OF 1$E (SEE NOTE T WLOW)
<br />Coal
<br />..-_....- --- Le REG" w OR - -.J PANELS
<br />j� ANE1.
<br />SAFETY P
<br />WJD REC#T[AR TEUICN(S
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<br />PaIIRD CONCRETE �WHDRI Y `°' M ACATFFTE INSTALLNWNf
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<br />�1._ � Ta t# 1NSTAl1EO fW REl/DYEO TTtOY IN90€
<br />(sai€Glni
<br />SHW IA) - - ELEVI�TI�ON
<br />W L MOUNTiNG INSTALLATION WALL AND FLOOR MOUNTING IHUAUAM SCALE 3/32's1"
<br />SECTION. 1 SGAIra 3/6" - 1' - SECTION 2 SCALE: 3/6• - I• t/4" M_ OAP 1/4' Na..
<br />aN
<br />NOT't5.OF1� u Pk.. NF,. S.,>4rt>r:xr IM_T rM7Nytq: .. a. '.
<br />,,,...'NdF'F'ro -X1
<br />1, LIFE SAFETY STORM PANEL CAR BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) - ^^
<br />1
<br />OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION N BETWEEN END PA14et5). W N PNVEts B FACT{7pIMTE UObpday
<br />PANELS S!E RmE t
<br />LIFE SAFETY MAY OR WAY NOT BE INSTALLED ADJACENT TO REOUWL PANELS AT 11DA PiwOS.
<br />SEE Na E +)
<br />(w/ OR W/O REGUU4R. TRACKS.)
<br />�
<br />2. LIFE SAFETY Si'OR PANEL CONSISTS OF GRID' DAiV+AN12T:O STEEL STORM PANEL_ AS SECTION O-6
<br />PER CDMPON�IR , SNEET 2 OFSCALE 3/32'-7'
<br />INS PANEL ITSELF TO � OR IN6TALLE6 FROM THE R45alE OF
<br />STRUCTURE.
<br />3 LIFE WEPT PANE. REQUIRES TOP TV" TO BE COMPONENTO& BOTTOM TRACK TO 1yp7tIHMMMA/
<br />BE GOMPO As PER SHEET 2 OF THIS DRAWING, .. 0. Ti p✓'
<br />�a>
<br />IMPONENT BE NSfALLEO WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I &
<br />''.,
<br />2 ON THIS SHEEF, AS WELL AS DETADS i & 2 ON SHEET 14. ay> � ;AGE F 9y
<br />". - FLORIDA BUILDING CODE (hG h Volo6P Nu cons Zane.
<br />4.. Milt LENGTH FOR COMPONI:NY 6_ IS'. _
<br />' I�ow
<br />Mo.. ANCHOR SPACING FOR COMPONENT 4DANCHORWE AT BOTTOM IS GIVEN ON =
<br />SCHEDULES & 2, SHEET 14, iD a ' Na 20 GAGE GALVANIZED. STEEL STRRN PANEL F.A.
<br />COMPONENT MAY BE PERMANENT OR REMOfARLi
<br />A SEE DETAIL'S FAIR INSTALLATION INTO WOOD FRAME RNALDNOS ON SHEEN 15: ..., 4j{ P. I!� 'GLOBAL PROTECTION PRODUCTS.
<br />F! 1r 1M
<br />It SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF y; c�' ; FI. .--._.-
<br />{Jj(pS' 1� 20-f7B
<br />ft U.
<br />SPACERS AT TRACKS INSTALLED AQWCENf AND 6E1T7N0 10 ST10 N IS A.1r. m3m I.rA AmPAnmla• NwerO tys9eeF-t]4A FAh (Fs#)ea+-er+r
<br />/WEIRD BANDS. AA4j eN .-nr . h1e -A as = PNA m-1an
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<br />:-A la"Pt 1-1 it iT-ti, 4 ,- 70rOtT'fi OF sb
<br />MAXIMUM A.S.D. RM&H PRESS!JK RATING LfA) AfiD COfffiESEQNQW
<br />I&UIIiiN EMEL LE � 0=3RHI ULE
<br />--0
<br />(VALRS OWY Mt &0 ItwoLvacm AS PER SECTIONS I um i0. ON SHEETS 4. 5 It 6)
<br />" 80Liffi W/ 1f4'4-21bt" SS. MS a +NGKIT AT %MAP ! GOA" OF PAYE_
<br />SPACING �E FOR REGULAR ST1 EM PANELS INUM.& ION
<br />dNTQ EXIA 3IFQ1TE. �°z4� Rom.= � MCII
<br />(VALID ONLY MR PANE►+. 1)* a FA.IAnONS AS PER SECTIONS t TMW 7; ON SHEETS 4 & 5)
<br />TO
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<br />sk•ld'SGK A TiJrA
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<br />T:LORIDA BUILDING CODE' N( Fr. VelDct! Nu
<br />leans Zone)
<br />'t
<br />WMMj NO. 4167 E
<br />11,1�0. INC.
<br />20 GAGE GALVANRED STEEL STOW PANEL,i
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<br />N/A
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<br />WA
<br />3 (DOGGY)
<br />BRAS, -72fi
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<br />WA
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<br />6'
<br />N/A
<br />1'
<br />N/A
<br />+`
<br />WA
<br />3 & ! {TAP)
<br />7-Pt OR 1iSS
<br />OR LESS
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<br />9"
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<br />6,
<br />6`.-
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<br />THE FOLD rAC11NS. 1dt 11+s aPtAeTaN1 m 8E P9WtllE. tT 1P'ACOW fA?I'ANm 1iAN6 rAFtGR
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<br />1. RJSTAL ATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DES" LOADS
<br />UP TO +55.5, -72.0 PSF AND PANELS LENGTH UP TO B'-B'.
<br />2. FOR NEW WOOD FRAME CONSTRUCT1ON, WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO..Z W/ SPECIFIC. DENSITY OF 0.55 OR EQUAL
<br />& BOTTOM MDUNTINGS-CAN BE
<br />31NE0 IN ANY WAY TO SUIT ANY
<br />STUDS O EVERY
<br />OVERLAP
<br />TO H062'per
<br />ABET■B■1I-I+I.rII■+a•rrt•iswa+wsL��i�®R�IIl1�s
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<br />MPS. AaCHNt MGx. ANCHOR
<br />SPARING SPA6TNG
<br />1'-3' Min,
<br />DETAIL 2 ° ELQQR i�OUNTIN�INSTALLATION (PPj CABLE TO SMHEDULE 2
<br />SCALE 3116° - I"
<br />MAXIiE UM A"S-D: DE51 1 ��IHQ tBA -Q AND COi�MEON IINNQ
<br />MAGNUM PANEi,,,_LENGTH "L" SCHEDULE
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<br />�+r wa-�..YO 4..AME .ET M
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<br />AINOMUM PANEL, :.
<br />tiEN00+'i" (1L}
<br />6'
<br />N/A
<br />NJA
<br />MIA
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />I & 2 (FOP)
<br />55,0, -no
<br />9'
<br />7`
<br />o`
<br />9"
<br />9"
<br />9`
<br />9"
<br />9"
<br />9'
<br />a"
<br />1 (BOTL'OM)
<br />5-O' OR LESS
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />/
<br />C
<br />N /A
<br />e
<br />NA
<br />/
<br />a'
<br />NA
<br />J
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<br />+55.0 -72.0
<br />71J2'
<br />®"
<br />+"
<br />gV
<br />�'.
<br />I (�TTt}M)
<br />W-0" TO r-6`
<br />+654 -72A..
<br />8'
<br />NJA
<br />NJA.
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />6°
<br />N/A
<br />1 & 2 (T()P)
<br />7'-5" TO B'-6T
<br />B'
<br />4
<br />9'
<br />W.
<br />a'
<br />r
<br />Ir
<br />a,
<br />6'
<br />0'
<br />I (BOTTOM)
<br />WA. WASP
<br />PRLSan1E
<br />02 1.
<br />'- I (SRO 0 3/M Mh nM T6P OF NOS
<br />CM 1 fine A a' Wa MW IW or Amo
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<br />��M PANpp,,
<br />LENGTH `�` (THEM R.)-
<br />T
<br />1
<br />440.2 -61.5
<br />3`. 3"
<br />4 ! 2" 4 t 2'
<br />2 (BOTTOM)
<br />7'-6" OR tm
<br />+52.8 -84D
<br />3 3'
<br />4` I 4'
<br />2 (BOTTOM)
<br />7'-6' OR .LESS
<br />+65-0 -724
<br />2 1J2" [ 2 7/2'
<br />4` I 3 1J2'
<br />2 (BOTIVIA),
<br />r-6` OR LESS
<br />+554 -710
<br />2 i/2" 2 1/2"
<br />N/A NJA
<br />2 (BOTTOM?
<br />7'-6" TO a'-�0`
<br />+55.0 -72D
<br />N/A N/A
<br />3' 3'
<br />2 (BOTTOM
<br />7'-8" TO 8'-•6".
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<br />1aO1WM AlNNOa SPACINGS If" MRIONAA EWE 0@M3ICE ARE 4RNa0TN21. ON 11K5l�IiE. FOR
<br />EE1. USS 11#5N STORIED ON SCRDIAE WEWLi ANCWR SNNW'fla 8F NLTW.ITNG SPACING
<br />SNORW OT 51,�ULE 8Y TtE nX1AlYN0 FACTORS FOR'T1AN OPEIWTKNI TO W P6,4510L1;..
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<br />PIglDpitO F'OT EACT NNONF3R TTFE AT LEOErN:.
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<br />NAP
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<br />I.00
<br />.03
<br />No, 44187
<br />MUD ONLY FOR PANES (0h: W INNSTALAI' NS AS PER SECTIOM 1 THRU 10. ON SHEETS 4. 5 &. 81
<br />"MUM
<br />NY MAIM M04M SPACM FOR F.D.. 3 7f2` ^
<br />A.S.O. OEM
<br />TAPCON
<br />CF 1M-GRIP
<br />GWt-gV
<br />ANNIS ATE FEMALE ID
<br />PANELW E PLUS
<br />$DUO SflTO
<br />�YWN
<br />PR55URE
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<br />So-•],)
<br />m CONCRETE
<br />1D..
<br />CONCRM
<br />GIACX
<br />TO CONCRETE
<br />TO
<br />CONCRETE
<br />am
<br />m CONCRETE
<br />m
<br />CONCRETE
<br />abog
<br />to CLYiCPETE
<br />TO
<br />tnr4eRtts
<br />SAGA
<br />TD CONCRETE
<br />10.
<br />CONat",
<br />stact
<br />TO
<br />TO
<br />CONCRETE
<br />EA40N
<br />OF TNEW
<br />TJ#�M 1' M
<br />6'
<br />N/A
<br />NIA
<br />WA
<br />S"
<br />N/A
<br />8-
<br />N/A
<br />a-
<br />N/A
<br />N/A
<br />N/A
<br />I (TOP)
<br />6°
<br />4'
<br />N/A
<br />N/A..
<br />6'
<br />S"
<br />6" '.�
<br />6"
<br />6-
<br />8'
<br />N/A
<br />N/A
<br />1 (BOTTOM)
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />8"
<br />N/A
<br />6'
<br />N/A
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />8"
<br />N/A.
<br />N/A
<br />N/A
<br />8°
<br />N/A
<br />0"
<br />N/A
<br />B'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />55b, -720.
<br />B'
<br />N/A
<br />N/A
<br />N/A
<br />6`
<br />MIA
<br />6.
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />�.. N/A
<br />,3 & 4 (OOP)
<br />>7°-5` TO 6'-e
<br />OR LESS
<br />8'
<br />4•
<br />N/A
<br />N/A
<br />6°
<br />$"
<br />6"
<br />8'
<br />8'
<br />8"
<br />..
<br />N/A
<br />1 N/A
<br />3 (BOTTOM)
<br />6°
<br />N/A
<br />N/A
<br />M/A
<br />6'
<br />NJA.
<br />6-
<br />N/A
<br />6'
<br />MIA
<br />M/A
<br />N/A
<br />7 (FOP)
<br />8'
<br />4"
<br />N/A
<br />N/A
<br />6"
<br />6"
<br />6
<br />6'
<br />6"
<br />8'
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM)
<br />N/A
<br />M/A
<br />12 1/2-
<br />6 1/4-
<br />12 1/2`
<br />6 1/4'
<br />6 1/4'
<br />6 1/4,
<br />6 1:/4'
<br />6 Ile
<br />N/A
<br />N/A
<br />5 (TOP/60770M)
<br />80.0, -S&S
<br />N/A
<br />N/A
<br />12 1/2-
<br />6 1/4"
<br />12 1/2'
<br />6 1/4"
<br />6 1/4"
<br />6 1/4-
<br />6 1/4'
<br />8 1/4`
<br />N/A
<br />N/A
<br />6 Crop/BOTTOM)
<br />'-W TO 11'-2'
<br />55.0. -72-0
<br />N/A
<br />N/A
<br />6 1/4-
<br />M/A
<br />5 1/4-
<br />N/A
<br />6 1/4
<br />6 1/4-
<br />6 1/4'
<br />6 1/4`
<br />N/A
<br />1 N/A
<br />6 (Top/BOTTOM)
<br />B' w TO I1-2"
<br />'N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8 Ile
<br />6 1'14"
<br />6 1/4`
<br />6 1/4'
<br />`S, +. 10 (TOP)
<br />_,i5.0
<br />6"
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />+"
<br />6"
<br />6 1/4-
<br />6 1/4"
<br />8 (BOTTOM)
<br />OR LESS
<br />6'
<br />4"
<br />MIA
<br />N/A
<br />N/A
<br />N/A
<br />H/A
<br />N/A
<br />6"
<br />6"
<br />8 1/4"
<br />8 1/4'
<br />9 (BOTTOM)
<br />i2'-4' 0R LESS
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />ti/A
<br />N/A
<br />6 i/4"
<br />6 1/4"
<br />61/4`
<br />6 1/4'
<br />TO .(BOTTOM)
<br />SEE SM EM 1A 11 AND 12 FOR ANCHORS TYPE a SPACING FOR AWALLAIRM INTO WOOD PRANE %AM
<br />WRNARNM ANCHOR SPACINGS AND MNRAAA Fl3.E` DdTANCE ARE NOChTED ON THIS SCIMM FOR ED LESS
<br />It" 04DWO OW SCMEXA;E POWCC ANCHOR SPACING BY 0411PLYM SPACING SIMN ON SCHEDULE BY
<br />THE roLw*ma FACIM, FYNt IRS OPERATION TO BE PEE. REDUCED $PACING 00TANEa USING FACTOR
<br />WMIL NOT M OESS THW N3T1 " SPACING INDICATED FOR SIGH ANCHOR TYPE At ANCNCR!I LOM& ..
<br />ANOM T1T�
<br />1/4`R _
<br />.LL.%4PM
<br />1f4'►...-.
<br />1/41A
<br />Ile.'
<br />OF' TAl�p
<br />FIX"C
<br />Pr/M.141 '
<br />GiN-N
<br />SOL04V
<br />1NOIOR VAC"a 00
<br />3
<br />3
<br />3
<br />3
<br />2,12
<br />3
<br />_3
<br />N4 A14•T G,ea•W RNrh (Ax)
<br />....7
<br />.m,J
<br />3 i/4
<br />3 If1
<br />4
<br />tj2
<br />MERE CA 9w oWM7f
<br />F AC
<br />T 0 It
<br />I 1
<br />]"
<br />1lb
<br />Tad
<br />-
<br />1AP
<br />8J
<br />-
<br />]t-.
<br />-
<br />-
<br />im
<br />-
<br />t.w
<br />tm
<br />INSTALLATION
<br />INTO
<br />_DETAILS FOR REGULAR PANELS
<br />_ EXiSTING WOOD STAR CTURES
<br />&c i �t
<br />�r
<br />:Y 1
<br />OPENEWPA/Tltlti DIG
<br />I
<br />14-10 PAYQWIE PiFi5
<br />° -- ' 6 / 4` O.C. W 7 7/6•
<br />{'
<br />1h10 PANELMATE PLUS
<br />'-' 6 Ile O.C. W 17/a'
<br />✓- N` 1NRCEADEI4D�
<br />EKWM wow WAOEII
<br />O"` --a- ED TO
<br />EXLSTNG WOOD HEADER
<br />AKIOD h4FiA0,EP >.:)
<br />REOUI Elf .• ?' I]j
<br />THREADED: PENETRATION To
<br />1 Evsw WOOD HEADER
<br />1
<br />•
<br />i I'lt j
<br />£ AVE.
<br />';qry
<br />r 1 ..
<br />__-dN+Y FLIT
<br /># i sTLa a 1
<br />s f 2 f d 1/4' Of.
<br />WOOD HEADER
<br />S x A1,
<br />J OG
<br />7,
<br />- {
<br />i
<br />Fx'aw fOfA e
<br />1 + Ile Cz
<br />., 1+II , If. f I ID�
<br />Tt"'i
<br />r
<br />1•,I
<br />F I I7n
<br />- o
<br />r
<br />i
<br />..:.'.... y
<br />.:. i
<br />i
<br />SEE ME ON
<br />so ON
<br />I
<br />SEE SCBO.RE ON
<br />FOR ' ;
<br />\
<br />TOW TKN y f Con TKN
<br />{{To
<br />_ _ M.A. PANEL LEN6M __- "-�Ti- PJdVE1.
<br />'LENGTH
<br />I (SEE
<br />]/'3 r"1NO
<br />YF OR�YR.
<br />l - ` (SEE
<br />NOTE 1) 7p
<br />Yos. LiHGTtI
<br />I
<br />�
<br />-
<br />561E I
<br /># ,
<br />i BOX
<br />i sa
<br />; O F ''V j
<br />I OF 'L"
<br />OF I!
<br />I MAX
<br />- ' MAX
<br />-•�. � ! i 1 C i
<br />4 G
<br />�
<br />10, >� •1 I E0.
<br />pp`
<br />do,
<br />�; ? /2'
<br />1
<br />�
<br />i
<br />/4I LAD 4 TEAS
<br />2 0. WDOfl PLATE .
<br />T4-10 PANEL3IATE PLUS �-
<br />2"xA` iYtlOO •j
<br />-
<br />}� I
<br />l/2"
<br />WN-
<br />TTE0IMED REQUIRED
<br />{ it 13
<br />Ir POF
<br />1f
<br />Rf.WIRIEO
<br />`
<br />y PLATE
<br />i 1L IND WTOTH PLNIlATiON
<br />i [ .,:."'6'' O.C�SFAGGS
<br />G
<br />..- r AT YOUTH OF PLATE011,1911?
<br />a/B-1" W=T NQM
<br />'AAl III I> STA
<br />tl4Tf3:
<br />SGtIF /8-1'
<br />SCME 3/6-1'
<br />1, INSTALLATIONS FOR ALTERNATIVES BW, 9W & TOW ONLY VAUD FOR
<br />UP TO +45.8...•+=48:0 P.'4.t..ANO
<br />PAANEL'S UP
<br />AIA(1UfUUNNFtrtfNti
<br />LENGTH TODES'-4t0ADS
<br />2. FOR. NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. Z W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />V F •'•.
<br />FLORIDA
<br />BUILDING. CODE (Nigh VeloOR HUFYTOone
<br />Zone)
<br />-
<br />x •
<br />tIOTE F CDiiFyN6Tl OF
<br />a ND.i *
<br />moxD TdaG, uc 20 GAGE GALVANIZED STEEL STORM PANEL
<br />ampm W.
<br />TOP & BOTTOM MOUNTNGS CAN BE
<br />COMBINED IN ANY WAY Tn suDD ANY
<br />*
<br />s .q S TI:"- y
<br />'Y•'.
<br />L� /`��A`�'
<br />�I�
<br />BAL PROTECTION PR4Di}CTSI TLC.
<br />07j"
<br />INSTALL,4TION.
<br />-
<br />F
<br />i7� . i TL1T y,:
<br />A:y 35 •, ^' '
<br />i'Y,v INC.
<br />AA' AAn 13A NYPwr, R plPt
<br />4ew sa: B1 sRa€s
<br />?HOW (+¢4 1 SPA, (9 490-WO
<br />20-f 76
<br />NA1eF ..aR
<br />/ftll IENii11®ATE
<br />N.»m-ate F-.Ty m.m, •a-
<br />fit-OWd7t+.
<br />w•r
<br />G6YYP z
<br />_
<br />SALT ,4 !K 36
<br />c-
<br />,."
<br />T/4"• LAN SCREWS 4, d' ac. W/ 11f2"
<br />riiAEAaEO
<br />I
<br />NYn. PENEINARO4 OR
<br />L0N0 MNT4 9U9WNo W/
<br />I
<br />1 f4'v-ma' u us, a I a.D. aA
<br />1/4-9-20 PA MIMIC PE1W X t0 O,
<br />PAeLWTE TOMS A IT` aA1-.YI/ 1 1/2` Wn.
<br />TTTAEADEb PowrwON TO E#STMO w
<br />PLATE
<br />WALL, MOUNTING INSTALLATION
<br />ALIERNATIVE I
<br />rEue 2/r - I'
<br />W
<br />1. TRLST:WAkTL1N5 ARE ONLY M" FOR BMIDNCS WRX AS:A OESIOX LOMi5 lM TO
<br />ill" S. T2.O Put AMC PANEL'S LENGTW IP 10 8'-6".
<br />2- FOR NEW "O'D FRAME CO�RICIMM wow MEMBERS TO HE SOLI I
<br />PO4 Na. 4 WJ SPECIFIC OERS" OF O.S5 OR EQUAL
<br />�L
<br />I l
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<br />a .J=1
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<br />z
<br />z
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<br />^J
<br />n
<br />SHEET NO.
<br />SH 1.1,
<br />
|