|
MjLMM 1.3A4
<br />ON 4
<br />k�
<br />1, 3.A1
<br />NOTE: MULUOR CM NSO BE #W^10 WIO SBORM PANEIT ON TOP
<br />(OK PANEL 4POUTNOIT %TV
<br />T � AT )t1DTF01R of CPO".
<br />MULLION_ WIEDULE
<br />IHVAUAnoN - ALLTERNATt11E JW
<br />SMALm. Ile - I•
<br />SPAN (R)
<br />.
<br />TUW MULLION "
<br />4 4•,-r
<br />2' K r s. I/Ir
<br />> 4'-B' TO W-B'
<br />2". 4' x I/8"
<br />i W-8" TO 11`10"
<br />2 A S' x
<br />.4-.5(
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS. WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5, -72.0 p,6.1. AND PANEL'S LENGTN UP TO W-W.
<br />2. FOR NEW WOAD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO, 2, WJ SPECIFIC DOWN OF 0,55 OR EQUAL
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT. ANY
<br />CONORM ANOMRB
<br />(SEE SprE01AE OR
<br />slMt, ,t)
<br />POLM
<br />COMO IE
<br />CONCRETE MOM
<br />SKEET 14)
<br />O4/E 1j
<br />1 O.C:
<br />VAL MOUNTING IMULLATION WALL AND FLOOR MOUNTING IWAUATION
<br />— SECTION 1 SCALE: 3/0• a 1' — SECT[ON 2 SCyE 3/8' - 1`
<br />NQTFS.ON LEE gaa•TTY e_iYNNm emu _cmmy INU&J.ATON
<br />1. LIFE SAFETY STOW PANEL CAN. BE LOCATED AS AN END PARED. (FIRST OR LAST PANEL)
<br />OR AS AN INTERIOR PANEL (ANY PAtEI. LOCATION N 13ElY1EEN END PANELS .
<br />LIFE SAFETY PANELS MAY O R MAY NOT BE INSTALLED ADJACENT TO 11 PANELS
<br />(W/ OR W/0 REIILAR TRACKS.)
<br />2. LIFE SAFETY�f°ANEL C�ONSSIS OF O.OW OAWANIZED. STEEL. STORM PANEL. AS
<br />PER COMTPONW .. SHW 2 O DRAWING.
<br />TN15 PANEL ITSELF TO BE REMOVED OR INSTAWETI FROM THE IMOE OF
<br />STRUCTURE.
<br />A UFE SAFETY P REQUIRES TOP TRACK TO BE COMPONENT(V& BOTTOM TRACK TO
<br />BE COMPO AS PER SHEET 2 OF THIS DRAWING.
<br />�0
<br />OOMPONENI� . RE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I &
<br />3'Q�41,: 1
<br />2 ON iPNO . AS WELT. AS DETARS 1 & 2 ON, SHEET -14,
<br />S3�i.:. ryi,
<br />4. Min. LENGTH FOR COMPONENT IS IS'.
<br />Wm ANCHOR SPARC FOR CO�POlF3R I�-ANCFWRACE AT BOTTOM 5 GIVEN ON
<br />S
<br />SCHEDULES s 2, SHET:T 14.
<br />*
<br />COMPONENT }MAY BE PERMANENT OR REMOVABLE
<br />;
<br />���•"'•
<br />S. SEE DEWS FOR INSTAUAVON UNTO WOOD FRAME BUILDINGS ON SHEET 15.
<br />�F.
<br />& SEE SHM 4 FOR OVAIL, APPLICABLE M THE NECESSITY FOR THE WALLATION OF
<br />AyAA
<br />SPACERS AT TRACKS INSTALLED AWACM AM BEYOND TOSSTJCW/WOUB BANDS
<br />SECTKiN Y—Y
<br />SCALE 1/4*- 1'
<br />" .1 "LL+:... �T.
<br />cauma a n.00g noun m WALL & FLOW Mouirn
<br />INST TT E TM LTIMUTLVE dW INSTALLAMONIS ALTERNATIVE SLY
<br />(SECTION AT TOP IS LIMITED TO +55Z-67.0 MAX. 504M Ile 1•
<br />AS.D. DESIGN PRESSURE RATING)
<br />SCALE: 1f4' • I•
<br />f110 f q 1f3• fiL
<br />:.b7 . L• •ITV
<br />.�11f'•
<br />r■■■r■■■r■r■wELEraIE�rEr■r■1w r■rl.rErrrli■r■rurr■5
<br />W/O-RE01JUNit TiA�-..
<br />.s��TlQw a-e
<br />SCN.E 3/32`e1`
<br />MAXIMUM A.S.D. DESIGN PRESSURE WHO ,(RAI) XNR CORRESEONDINQ
<br />MOM.UM, WEL LENMI "0 SCHEDULE
<br />AW.5 MY FOR PAWMA't kYi —1.100 tlt — PM 1tpR!t1nN3 1 TAR„ 1n OW S,CETA a A A .1
<br />M,RRONt LSO.
<br />A .
<br />Mbv. IS'�TN
<br />(9EE
<br />�N�µR,1
<br />td
<br />per,
<br />RIB
<br />OF ilgdt
<br />463A, -72.0
<br />7'-51 OR -LF95
<br />2.1/4'
<br />04"YED
<br />I TNNU S t 7
<br />+WA -72A
<br />37'-6' TO r-8" Mbx,
<br />2 3f4'
<br />I new Be I
<br />+45A -no>B-4'•
<br />TO 11'-r v—
<br />2 1/S'
<br />BO7UNDO{LTED
<br />' R a1R7i�
<br />6
<br />+43A -4BA
<br />Ir-4" OR LESS
<br />3 1/2'
<br />' WAR9,41NION
<br />6, B a t0
<br />• BOM W/ t/04-2fin* 5S: IE4 k TONE 91NE W k i1RO M CF PA61..
<br />NUD MLY MR PINELSOU Q INSIALUGIONS AS PER SWDCN5 F TFM6i 7. ON SHEETS 4
<br />AL4r4IUN ABA.
<br />OE4Wt1
<br />AA >
<br />MA W A+C#A'MS vogm FOR Ea.. 3 ,/r ++.
<br />APPUCABUE TO
<br />9ECTCN5 f k
<br />mkvwm PANEL
<br />LbWRN Y' (14)
<br />LH'COH
<br />CF 7AP-OmP
<br />CNA-I
<br />PNAESAIOE F11MYE O
<br />PAINELNIs'E iNd+S
<br />TO CONCRETE
<br />Cif
<br />TO tWICRETE
<br />70 cO,CRETE
<br />C�
<br />m COIICPEtE.
<br />t
<br />TO CITE
<br />OONORM
<br />WA
<br />N/A
<br />WA
<br />ai'
<br />WA
<br />6'
<br />NIA
<br />S"
<br /># A _ .
<br />I {TOp)
<br />6".:.
<br />R'
<br />1 (FIdTTOYj
<br />a-
<br />NJA
<br />WA
<br />W/A
<br />r
<br />WA
<br />6'
<br />WA
<br />r
<br />WA
<br />2
<br />r
<br />N/A
<br />NIA
<br />WA
<br />6"
<br />N/A
<br />S•
<br />WA
<br />r
<br />9^
<br />2 (IDITSNQ
<br />+ftIL -710
<br />Ir
<br />N/A
<br />.NIA
<br />WA.
<br />6'
<br />WA.
<br />6•
<br />WA
<br />"'
<br />WA..
<br />3 k 4 (10P)
<br />-.
<br />Y-S" OR LESS
<br />CR LESS
<br />IV6•
<br />-
<br />WA
<br />WA
<br />rr
<br />r
<br />r
<br />6'
<br />r
<br />3 (BLR10N11
<br />r
<br />WA
<br />WA
<br />WA
<br />r
<br />N/A
<br />r
<br />WA
<br />r
<br />WA_
<br />7 (TOP)
<br />r)
<br />S•....
<br />WA
<br />WA
<br />B"
<br />r
<br />r
<br />Ir
<br />Ir
<br />6'
<br />4 k 7 MOTT04)
<br />N/A
<br />N/A
<br />12 11r
<br />6 1/f"
<br />12 IIr
<br />6 Ile
<br />6 1/4`
<br />6 /1'
<br />8 1/A':
<br />6 T/4`
<br />5 (t�,/erirlc4q
<br />SEE MEETS 10 Ai It FOR / TYPE k SP.W7610 TOR INTO WOOD fRNAIE BUEDNO.
<br />WM * A 3PACOAM A4O MmNMA6 EVOE MSTANO AGE W101TE0 ON IRS - f1iR EA GESv".
<br />TIM WIMP ON 9OI6ORE R!$LCC ACTOR SPACAP BY WWWOM OACOM SNOAN ON !$I> AE BY
<br />THE FO 004 FACTORS, FOR INS OPEWION TO BE P089MlE, R SPAONM @BLtMVFO uSH$ FAOTOR
<br />siRAl Not km THAN mm"m 904018 PMN+ITEO TOR EACH At O '". AT AO.iMNg LOpOO.
<br />A'10 7Wt
<br />1/1'•
<br />,/4L
<br />t/'r+
<br />t/4'Y
<br />1/414
<br />t 4•+
<br />wpm
<br />EF W sw
<br />..
<br />ZMIN 01
<br />tle
<br />Ya. 0"m 90014
<br />_. 3
<br />3
<br />•+p4PYYACE ttwnM.p.}
<br />s
<br />3
<br />a
<br />s
<br />3
<br />3a!#
<br />31/E.
<br />ADRIL SIL am 11111111311
<br />1011010R
<br />-
<br />2
<br />3•
<br />I.OD
<br />9m
<br />--�
<br />Im
<br />�43
<br />a I
<br />h iT •L + i4! . T F.,
<br />- !2n t,MILL
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WBH A.S.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 PSF AND PANEi."S LENGTH UP TO
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />No.
<br />$167z
<br />% Yk `
<br />62aso TLUM Px
<br />20 CAGE GALVANIZED STEEL STORM PMEL.
<br />-.
<br />FP.
<br />WAIN RC
<br />.����...,.........
<br />MOBAL PROTECTION PRODUCTS. LLQ.
<br />�m B.R. 61 sT/rtT
<br />TOW.
<br />pte64 76 S FNP. 40i54NNE-6767
<br />6TI
<br />ST
<br />. FL
<br />.CAn..:
<br />OF �"'"�.,_
<br />ii%�' •• 1���G
<br />`S
<br />R"'"'N••••
<br />�R d IN�
<br />4a 3m, tl. r a a1tY
<br />20-176
<br />Y■lR1YE'7■wJ. � ,
<br />Q
<br />4
<br />F
<br />■ x
<br />F
<br />�S)
<br />ALTERNATE .
<br />ST Mk5 0
<br />V2 1/2' O.
<br />�e Nan
<br />N. (G9E 0
<br />(CASE R)
<br />m,
<br />P PANEL
<br />(4A1 OR IL.-.7' _ _ I sI3 uE SCZUU
<br />\...J NNDNOR M�SP�76 R � 1
<br />1 3' Mln.
<br />QETAIL 2 1.1,; R iEiQ NjI�J(� IIMAUATION (APPLCABLE TO SCHEDULE 2)
<br />SCALE. 3/ir - r
<br />MBA M IM A•S,Q. QESIGII� C411R 4 13A #NCB (2,51.)-AND CO �F,3POND
<br />MAXIMUM P �NC'(_H "C HEDUL
<br />twFu.'' J^".r TO SEclNaxs I Ac 2 PIWA= 81B IRE A.= MW >,►E,
<br />CNN
<br />PIS-
<br />vmw
<br />O UP -CAS
<br />rt1[K-�RN
<br />PAti�wm MOM 0
<br />PR6EMME PMb
<br />h
<br />�1 i
<br />�raw
<br />M/JODUM FAMFL
<br />ItNOM i•(N.)
<br />CONCRETE
<br />aN10 �EIE
<br />TO ODOR
<br />TO
<br />TO
<br />TO
<br />7.0
<br />SSA-72,0.-
<br />S'
<br />N/A
<br />N/A
<br />N/A
<br />t'
<br />WA
<br />8"
<br />WA
<br />B'
<br />N/A
<br />1 & 2 (TT ]
<br />b'-0' GR. LESS
<br />g•
<br />7'
<br />g"
<br />g"
<br />9'
<br />g"
<br />3''
<br />g'
<br />B".
<br />r
<br />I (fiOmoho
<br />+55.0 -72.0
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />NJA
<br />8'
<br />N/A
<br />6'
<br />NA
<br />1 & 2 (TOP)
<br />5'-0• TO 7'-G
<br />9•
<br />5'
<br />g•
<br />g•1/2'
<br />+SRO -72A
<br />8'
<br />NJA
<br />N/A
<br />N/A
<br />8" --
<br />N/A
<br />8'
<br />N/A
<br />6'
<br />N/A
<br />1 & 2 (TOP'} -
<br />7'-r TO 8'-8'
<br />11AMMltM AS,A
<br />I (36A • 3IE' wN. Crop TOR iF AwxD
<br />06£ F (;7W 13' MWe TRae TIT° O NICHE)
<br />SECTIOA9LE TO
<br />-SECT�IOµS' 11 &
<br />OF TRW
<br />MAXIMUM LEN43" -V ((To fLj
<br />TO TO
<br />_
<br />am
<br />_
<br />+49.2 -61.5
<br />3* t 3"
<br />4 1/2-
<br />4 i 2"
<br />2 (BOTTOM)
<br />7'-6' OR LESS
<br />+52-0 -06.0.
<br />3` 3'...
<br />4"
<br />4'
<br />2 (BOTTOM)
<br />7'-8" OR LESS
<br />+S5A -72.4.E
<br />2 1/2" 2 1J2'
<br />4"
<br />3 1f2'
<br />2 (BOTTOM}
<br />7"-e OR UM
<br />+56.0 -72.0.
<br />2 1/2'
<br />Tk/A
<br />N/A
<br />2 (BOTTOM)
<br />7'-8" TO 6'-0"
<br />+SSA -72.0.
<br />WA I WA
<br />3"
<br />3'
<br />2 (BOTTOM)
<br />7'-W TO 6'-6'
<br />Y,101AAI A.9J,L OEINI
<br />""PIT
<br />Yon !N®-,PNE1I1
<br />I g1,) )
<br />Hem To Eo�N°an"
<br />+ILO. -1"
<br />NE»r
<br />s 3/i'
<br />iYmiitg.
<br />SEE $ROT 15 FOR MMORS TYPE k SWCNG FOR INSIA LCIONS WO WOOD FS AE MONO.
<br />ANCHOR SPACNOS Am TANNa1NN FADE AF#M. INOGIE,WAffi GpSTAT1LO*
<br />$IMWN ON SCI VOWS 6Y 1HE FOUAYW /C 11-700M I% TIE OPERAAON 10 BE PO%04
<br />A OM WWM OBTAINED USW FACTOR SHWL, NOT IE LESS THAN W A.4L SPACING
<br />000000 IN EACH ANCHOR TYPE +W M OMRS NJA.
<br />A1NMAt T
<br />I/41,
<br />1/4'R
<br />Ile.
<br />1/4.i
<br />MOON
<br />Cr NR..OiEP
<br />D"Ran
<br />Ott"
<br />,AA ANNYWm WASNO(h)
<br />3
<br />3
<br />3
<br />3
<br />+eAAe rnYN�N (M)
<br />3
<br />3
<br />3
<br />E
<br />3
<br />BANAn! B,Rk 60.)
<br />3
<br />3
<br />3 }R
<br />3 I'm
<br />4
<br />TOR. F3a am 11111011211FA0IDIR
<br />IRO
<br />1A0..
<br />(YAW ONLY FOR PANELS ()& 4A}RbiN1AMNS AS PER SWTIONS 1 THRU 10. ON SWM 4, S & g)
<br />IA.ASSANr 0000 SPACIIG FOR LO.. 3 I/r •+
<br />AI&Oq DM1GN
<br />TAPCON
<br />CT 'ffF-ORW
<br />CALK-4N
<br />pmawaE TAKE toPmvAm
<br />Pus
<br />Sam SET
<br />APPUCASUE I4
<br />SECTIO"s / A.
<br />MF%INWM PANEL
<br />PRESSURE
<br />PATRM
<br />(p}f.)
<br />TO OOBCRM
<br />10
<br />COCR4TE
<br />BIDOC
<br />10 CONCRETE
<br />70
<br />OONCREm
<br />BLOCK
<br />TO CONCRETE
<br />TO
<br />CONORM
<br />BLCCK
<br />TO CONCRETE
<br />TO
<br />CONCRETE
<br />BLOCK
<br />TO CONCRETE
<br />TO
<br />CONCRETE
<br />BLOCK
<br />TO CONCRETE
<br />TO
<br />OONCRM
<br />BLOCK
<br />ANY COMBN4gl
<br />- 7NFA1
<br />tENOTH "L• (H.)
<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 />1 (TOP)
<br />6".
<br />4'
<br />N/A
<br />N/A
<br />B'
<br />S.
<br />6"
<br />6,.
<br />8'
<br />B'
<br />N/A
<br />NIA
<br />I (BOTTOM)
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />B'
<br />N/A
<br />8`
<br />NIA
<br />N/A
<br />N/A
<br />2 (TOP)
<br />5"
<br />N/A
<br />N/A
<br />NIA
<br />6°
<br />N/A
<br />5"
<br />N/A
<br />5"
<br />N/A.
<br />N/A
<br />N/A
<br />2 (SMOM)
<br />55.5, -72.0
<br />6"
<br />N/A
<br />N/A
<br />NIA
<br />S"
<br />WA
<br />6'
<br />N/A
<br />1.
<br />N/A
<br />N/A
<br />N/A
<br />3 & 4 (TOP)
<br />>r-5" TO 6'-8".
<br />OR LESS
<br />6`
<br />4'
<br />N/A
<br />N/A
<br />8"
<br />6"
<br />6"
<br />6'
<br />6'
<br />6'
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />6"
<br />N/A
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />7 (Top)
<br />B'
<br />4'
<br />N/A
<br />N/A
<br />6'
<br />6"
<br />:8"
<br />6"
<br />6"
<br />6'
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM).
<br />N/A
<br />N/A
<br />121/2'
<br />6 1/4'
<br />12 1/2'
<br />6 1/4'
<br />6 1/4"
<br />B 1/4'
<br />6 1/4'
<br />6 i/4'
<br />N/A
<br />N/A
<br />5 (TOP/WTTOM)
<br />SOT, -53.3
<br />NJA
<br />N/A
<br />12 1/2'
<br />5 1/4'
<br />12 1/2'
<br />6 1/4"
<br />6 1/4•
<br />6 1/4'
<br />8 1/4"
<br />6 1/4-
<br />µ/A
<br />-N/A
<br />8 (MP/BOTTOM)
<br />> '-8" TO 11-2'
<br />55.0E -72.0
<br />N/A
<br />N/A
<br />6 1/4"
<br />N/A
<br />0 T/4"
<br />N/A
<br />6 I/4'
<br />6 1/4"
<br />8 1/4"
<br />6 1/4*
<br />1 N/A
<br />'NIA
<br />S (YOP/BOTTOM)
<br />'6'-S' TO 11,-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 />6 1/4"
<br />6 1/4"
<br />6 1/4'
<br />6 1/4'
<br />8, 4. 10 (TOP)
<br />43.8E-4&0#4-,
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />6"
<br />6 1/A•
<br />8 1/4'
<br />8 (BOTTOM)
<br />OR LESSIr-e
<br />6`N/A
<br />N/A
<br />NJA
<br />NJA
<br />NJA
<br />N/A
<br />6"
<br />6'
<br />8 tf4"
<br />8 1/4'
<br />g (BR)1"1'ON)N/A
<br />OR LESS
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />6 1/4"
<br />6 1J4'
<br />fi 1/4"
<br />6 1/4`
<br />TO (BOTTOM)
<br />SEE S1EZIS 10. 11 AN 12 FOR ANCHORS M & SPACING FOR INSTALLATIONS INTO WOOD FRME BUILOM
<br />WNLRMa ANOMR, SRACIN06 AND MRAMON OSTNLGE Ate NOICAT£0 ON THa SCHEDULE. FOR E.D. LESS
<br />1NAH NVOIOATEO 1711 9CIFAUlE' REDUCE AIONOR SPACREN BY MULTMLYIO SPACING $HORN ON SCNEOULE By
<br />THE FO AWW FLUOR$. FOR INS OPERAMON TO BE P0591ILL REDUCE) SPACING 06TANEO US M FACTOR
<br />SWILL NOT X LESS %W We" MOM INDICATED FOR EACH ANCHOR TYPE AT *000" LEGEND
<br />ANCHOR 7YP[
<br />1I4S-
<br />7/ii
<br />t/4'A
<br />1/4'A
<br />4/C6
<br />1/4'R
<br />TAYCM
<br />O1Nhdw
<br />MAW 0 r
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