|
xx� 3 at4
<br />W*W4
<br />NOT ANCHOR
<br />GmALINIS ON
<br />WavI40)
<br />Fll k1w
<br />M..
<br />gimm NMI 1115illil 1117,15i'll 111 11, i zimizi-Wilw-WIIIIEVIA
<br />3T:-k7.T#77,
<br />limm=m
<br />ow of
<br />ULIWON SC14EDULE
<br />43
<br />M_ WULLION
<br />SPAN (PQ
<br />REOUM NA,
<br />TUBE MULLION -
<br />Iw
<br />> C-VTO V-lr
<br />2* 4* t/$*
<br />0 s'-w TO V-10,
<br />4: N, I
<br />$HMT 4 W-lar m B,-w 2' . 5' . 1/8*
<br />M PRES"E RATING
<br />W%
<br />SECTION I =mv?0xMmwrm ORIENTED
<br />SCALE 3/9-l'
<br />NOTE. MULONCAN
<br />SM79E GM W/O SIM PANELS ON 70P
<br />(ONE PANEL OPDANO W/ IVINE 70P & 9,717010
<br />OR a S =MAT TOP OR BOTTIDNI OF OPENING.
<br />BUILD-M Wumm
<br />INSTAIJATION - ALTENNATIVE I
<br />SCN.e I/v
<br />XALL
<br />WALL' 1/4
<br />ALnXNA7M 2W
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.O. DESIGN LOADS
<br />UP TO +5&5. -72.0 p.s.f. AND PANEL'S LENGTH UP TO W-B".
<br />2. FOR NEW WOOD FRAME CONSTRUCTIONi WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL
<br />TOP & BOrrOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />CONCRETE ANCHDRI
<br />(SIX SCHENU OK_\\
<br />14)
<br />Sim 14)
<br />-i
<br />.500*
<br />CUM CONCRETE
<br />DOUBLED
<br />�-M ="WJLE
<br />1
<br />Lsa Om
<br />CONCRETE ANCHM
<br />(SEE SCHINAULE ON
<br />sw 14)
<br />POURED CONCRETE
<br />Lvm
<br />lIr ac,
<br />CHM
<br />sma 14
<br />FOR ON
<br />TO GLOW
<br />TO GLASS
<br />S.m 4)
<br />MfALL MOUNTW& INSTALLATION WALL AND INSTALLATI
<br />sgcnQN I ICALI- 3/1' � I- SEcnON SCALE: 3/a" - I'
<br />-2
<br />III= ON LIFE SAFETY MOM PANEL SYSMIt INSMLkAttW_
<br />1. LIFE SAFETY STORM PANEL CAN BE LOCATU AS AN END PANEL (FIRST OR LAST PANEL)
<br />OR AS AN INTERIOR PANEL- (AW PANEL LOCATION IN BETWEEN END PANELS).
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS
<br />(W/ OR W/O REGULAR TRAM.)
<br />2. LIFE CAFIETY PALNEL CONSISTS OF 0�039' GALVANIZED SIM STORM PANDL AS
<br />PER SHEET 2 or DRAWING,
<br />0 2NM
<br />IRS
<br />STRUCTURE. ITSW TO BE REMOVED OR INSTALLED FROM THE NSDE OF
<br />FEE TO
<br />TRACK TO BE COMPONENT CD & BOTTOM TRACK
<br />J. BE
<br />0
<br />C= AMP"SH92 OF THIS DRAWNG.
<br />01
<br />A
<br />COMPONENT BE WALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS 1 a
<br />2 ON THIS AS WELL AS DERILS I & 2 ON SHM 14.
<br />4. " LENGTH $OR COMPONENT Or 15'�
<br />E * w
<br />_
<br />MON. ANCHOR SPAMNS FOR COMPOWNT 41) ANCHOWE a BOTTOM a GM ON
<br />SCHEIDULES V 2
<br />MAY� SHEET 14,
<br />COMPONENT K PERMANENT OR RDAOVAIILE�
<br />• SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15.
<br />• SEE SHEET 4 FOR DEFAIL APPUCAJELE TO THE NECESSITY FOR THE INSTALLATION OF
<br />SPACERS AT TWn INSTALLED ANACONT AND BEYOND TO STU=/WOOO BARDS
<br />T"
<br />mg, KIP
<br />V%l .11m, NO,
<br />N&UQ
<br />L� WOLION sp. (MR W�AMAJ_
<br />SPLrr SMM EMU UUAMN
<br />WM%--W SCALE
<br />Nk
<br />I
<br />CEILING FIMR MOUNTI WALL rum mwmnNa
<br />INWAUATM - ALTERMTW - ALTERNATIVE 5W
<br />INSTALLATKINS
<br />SCAM 1/4' 1-
<br />(SECTION AT TOP IS LIMM TO +55,S-EF7.0 MAX.
<br />WAE� 1/4 -
<br />A.S.D. DESIGN PR�� FATING)
<br />INSTALLAMON - AEMM "W
<br />I/e - I"
<br />miam I
<br />gill
<br />01111
<br />LiPIO11/4. 2/4. 2A/4, 3/4 4/4 L*I. 2: & 3W/15 & 1W/15
<br />AI�NATE LOCATION
<br />ON LIFE SAFM PANEL L_
<br />AREA W/N0 LIFE SAFETY PANFI,$
<br />LOCKPON Of LIFE (SEE WK IRE-W
<br />L.. FIDOULAR PANELS W/ OR
<br />W/O PECULAR ntAm
<br />SAFEW PANEL
<br />(SEE I
<br />P.10 BE INSTALLED AS
<br />OPTION #1 FOR WEE WEDIF
<br />.1.1
<br />ALWAYS BE =v.2wp1`N%4
<br />S19RM
<br />PANEL (1) & aA
<br />TO FACILVIATE INSTALLATION IF "AND,
<br />TO BE INSTALLED OR NEMOM FROM INSIDE
<br />ELEVADON
<br />OF STRUCTURE
<br />SCALE 3/32--l-
<br />@Cop
<br />PANELS.
<br />wn" PANELS.
<br />wre 1)
<br />SIX NOTE 1)
<br />SECTION R=R
<br />SCALE 3/32--1-
<br />MAXIMUM A.S.D, MIGN PRESSURE RATINQ (p.a.f.) ANQ GQRREWQNDIHQ
<br />MMIMUM PAN" LENGA4 *L! SCHEDULE
<br />Nwomum ASO
<br />11- I=
<br />NWj W_
<br />r"K &M
<br />OF THU
<br />_7"
<br />r-r OR LESS
<br />2 111V
<br />L44SOLUD
<br />I TWO 5 4 7
<br />+554. -740
<br />TO Ir-S' M...
<br />9314-
<br />UNBOLTED
<br />I THOU
<br />i 111
<br />.55,Ow -7ZO
<br />A`4' To I V-3* ALO,
<br />a l/r
<br />+43A -411.0
<br />12'-4� OR LESS
<br />3 3/2-
<br />IL & 10
<br />- KL= W/ 1/4*1-20.t* SA 4k WO&R AT OMW A WOLD" OF PANEL
<br />(VAX ONLY FOR PANELSni & R MIALLATIONS AS PER SECTIONS I TIM 7. ON SHEM 4 A, 51
<br />OAXAM ASO,
<br />mlaw
<br />PRESSLOE,
<br />Raw (p.(,)
<br />AAXNAA MICHORS, SPACING FOR ED. - 3 llr
<br />APPLICABLE TO
<br />� j
<br />OF THU
<br />mkv" PAND.
<br />w4m v K)
<br />TOCON
<br />CF
<br />CALK-1m,
<br />f*4UNAR FOAALE 0
<br />PAINCLURE KIM
<br />TO CONCAER:
<br />Coam
<br />BLOCK
<br />commm
<br />CONCRETIN:
<br />OLMOCK
<br />TO 000010IM
<br />10
<br />cwwm
<br />KOCK
<br />10 CoNcorm
<br />TO
<br />Catam
<br />BLOCK
<br />To Omdarm
<br />CONCRETE:
<br />I I*
<br />BLOW
<br />NIA
<br />NIA
<br />N/A
<br />a,
<br />N/A
<br />4r
<br />WA
<br />0.
<br />ftA
<br />w
<br />r
<br />WA
<br />IVA
<br />w
<br />61
<br />0.
<br />a,
<br />or
<br />r
<br />I foolrw
<br />Ir
<br />X/A
<br />"/A
<br />WA
<br />11.
<br />"/A
<br />1.
<br />N/A
<br />w
<br />N/A
<br />2 cw)
<br />MIA
<br />N/A
<br />N/A
<br />#/A
<br />51
<br />N/A
<br />IV
<br />N/A
<br />2
<br />N/A
<br />N/A
<br />NIA,
<br />r
<br />WA
<br />r
<br />N/A
<br />Ar
<br />I
<br />MIA
<br />3 m, 4 (lop)
<br />r-V OR LESS
<br />DR LESS
<br />N/A
<br />M.10,
<br />6'
<br />r
<br />a,
<br />(SECTION)
<br />w
<br />IV.
<br />WA
<br />/A.
<br />6'
<br />WA
<br />K/A
<br />7
<br />N/A
<br />'41"
<br />or
<br />-4 A 7 (BOTTOM)
<br />NIA
<br />kfA.
<br />12 11r.
<br />1
<br />6 1/4'
<br />6 1/4'
<br />SM SHILICS W & 11 MR AN04M TIM & SMING MR 141170ALATIONS ONTO WOOD FIAAE MLOM
<br />WOMAN ANCHOR SPACENEIS AOO M" EDGE ONIANCE AM INDICATO ON " SCIeWL FOR ", LOS
<br />mw ININATIOL ON wim" REDUCE mom SPACING By MMIKI" SPACM SK" Ow 0a"MuLf, by
<br />NF,= rACTORS PON, Imm, OPIAXPON TO Be POELLSOU4 =T=A=L= FACTOR
<br />ALA um lwmow, SPACING waftym Ami, aw
<br />ANN= TWINE
<br />1/4'.
<br />1/47.
<br />1/41,
<br />Ile. 1/41.
<br />1/4.
<br />1/**.
<br />""0
<br />3
<br />3 3
<br />-
<br />2,/2
<br />3
<br />E-r; T...
<br />j=@NWw
<br />3
<br />1 3
<br />A
<br />3,/2
<br />cw;
<br />3
<br />I,
<br />AWA SA OMM
<br />.w
<br />Im
<br />4b
<br />DIRECT J���LLATJQN
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH XS,O. DESIGN LOADS
<br />UP TO +55.5. -7ZO PSF AND PANWS LENGTH UP TO W-B".
<br />2. FOR NEW WOOD FUME CONSTRUCTION: WOOD MEMBERS 'TO BE SOUTHERN
<br />PINE NO. 2. W1 SPECIFIC DENS17Y OF 0.55 OR EQUAL
<br />TOP & BOTTOM MOUJNT[NGS CAN BE
<br />COMMED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />INSTALLATION DETAILLS MR REGULAR PWIELs
<br />INTO EXISTINQ WOOD STRUCTURES
<br />&
<br />7'
<br />I/... LAG smax; 0
<br />PEP
<br />0 CEO,
<br />ED
<br />ED[
<br />EOt
<br />ALUJUMM
<br />Be" a/1i-I'
<br />1w
<br />2WL
<br />SEE SCHEDULE ON SHM a 1 1
<br />-
<br />FOR W. SEPARATION I
<br />?a GLASS.
<br />12 1 ax,
<br />ED
<br />ED
<br />ED
<br />OR
<br />ED
<br />4
<br />WOOD PwE
<br />I
<br />0 MINORN Of PUM
<br />7r j
<br />&UNA=
<br />SCALE, ,,Ill.
<br />ALTERNATI)i
<br />3w ALMRNATM
<br />MME
<br />SCALE 3/8-1-
<br />I
<br />IV LIM OUAJLI� IUOT&# I AVIPAI
<br />r&NQffJOtM
<br />HIM
<br />N & A ��S
<br />SHUTTER TRACKS NOT SHOWN MR
<br />CLARIFY
<br />sum 9 V.V
<br />vo
<br />2
<br />PAN
<br />4/9, W.. (CA% 4
<br />(cm a
<br />WANG" A5A
<br />OF %�w
<br />OU-01
<br />PANEUgm FRPLE 0
<br />p*vwn no
<br />APPLICABLE TO
<br />DESION
<br />PRESSURE:
<br />Ram 1-.1.3
<br />TO
<br />,N`AE`E
<br />0.0;9
<br />cow
<br />TO
<br />CONCK
<br />ouxx
<br />TO
<br />CONCRETE
<br />TO
<br />0
<br />-
<br />-
<br />T-a
<br />"C"ONS # A,
<br />WY COMMMTM
<br />OF THEM
<br />MKVMUM PANI1
<br />LIDIM -0 flt)
<br />N/.
<br />N/A
<br />N/A
<br />6
<br />141A
<br />Or
<br />N/k
<br />S'
<br />I N/A
<br />I & 2 (TOP)
<br />+55,01 -72.0
<br />g.
<br />7'
<br />1.
<br />1 (BOTTOM)
<br />LESS
<br />+55,0 -72,0
<br />N/A
<br />N/A
<br />N/A
<br />-
<br />N/A
<br />6"
<br />N/A
<br />N/A
<br />I & 2 (TOP)
<br />W-O' TO 7'-V
<br />r
<br />5-
<br />9*
<br />7 1/2*
<br />9*
<br />o-
<br />9
<br />+5610 -7210
<br />r
<br />RIA,
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />6'
<br />-W/-A
<br />N/jk
<br />1 2 (TOP)
<br />r-r TO W-VI
<br />mkmwm A.S.O.
<br />MAIN
<br />fmmrx
<br />RIANG (0.1.)
<br />m I mw 0 S/w I*, now MP or NAO
<br />m I MINI r W, fm Iw of map
<br />PUCAENUE TO
<br />=014
<br />18IN&TA01
<br />Of N
<br />MA"UM P
<br />LEWIN "L" (no-
<br />TAPCON! 1
<br />To
<br />Ommm
<br />r 3"
<br />4 1/2- 1 4 I/r
<br />+49.2 -61.5
<br />2 (BOTTOM)
<br />-r-iV OR LESS
<br />452.a -66.0
<br />F__7 3-
<br />e 1 4-
<br />2 (BOTTOM)
<br />7'-S" OR LESS
<br />+55.0 �MO
<br />2 1/2, 2 1/2'
<br />4 3 1/2-
<br />2 (BOTTOM)
<br />7'-V OR LESS
<br />+55.0 -72.0
<br />2 IIT 2 112*
<br />N/A
<br />Trow
<br />>71-6* To W-01
<br />1+55.0 -72.01
<br />N/A
<br />1. 3'
<br />2 (soTrom)
<br />p-r-a- TO a7i]
<br />ALTMNATE
<br />LOCATION
<br />AT END PANEL
<br />I/C �l Ill -INTERIM PANEL -END PANEL
<br />DLLE S0%LLLE
<br />_L T
<br />12 MR
<br />M., ANCHOR �.F -I
<br />SPACING
<br />DETAIL 2 -, FLOOR MOUNT] I (APPLICABLE M SCHEDULE 2)
<br />MAXIMUM &S.R. DESIGN PRESSURE RaNQ (R.S.f.) AND CORRESPONDIN
<br />MAXIMUM EMEL LENGTH -L- SCHEDULE
<br />wwk
<br />z.%.
<br />I mOAW* sok4w"
<br />I - -
<br />+06 _71,0
<br />Or--r
<br />2 3le
<br />Sm SHOET is Fat AROMORS I" & $FACING FOR INSIALIATKIM INTO WOOD FRAWE ]BARREL
<br />WININUM ANCHOR SPA;*M WANLW VICE OVETANCE: An ONONAIED ON THIS somAr
<br />ILD, LESS TWA ft"Inal (ASCILMU MIDUCE ANCHOR SPACING BY NULTIPLYING SPACM
<br />240" ON SCHEDLUE BY TIM FOLLOWING FACTORS, FOR INS OPERATION TO K P*MftF.
<br />AIDUCILD SPAONG OBTAINED USING PAC= SO4L NOT BE LESS IRAN MONANG SPACING
<br />INDICATED MR EACH ANCHOR INPI AT A904M LMDID
<br />I/r.
<br />Ile.
<br />NO,
<br />3
<br />3
<br />3
<br />3
<br />3
<br />4
<br />AWJL LIL am
<br />1 /r
<br />JS
<br />.50
<br />r
<br />1 00
<br />I=
<br />AO
<br />bk.-
<br />fVAW ONLY FOR PANCLSM& QOWALLAFIONS AS PER SECTKINS, I THRU 10. ON SHMS 4. 5 & 81
<br />MAXIMUM ANDHORS SPACING FOR EA - 3 I/r
<br />K&D, DESIGN
<br />TAPCON
<br />CF W-QRP
<br />CALK-11
<br />PANELMATE FEW" ID
<br />PANUMPTE PLUS
<br />som Su
<br />TO
<br />SECT" If a
<br />MAXWUN PANEL
<br />PRESSURE
<br />PATNA;
<br />70 CONCWE
<br />TO
<br />CONCRETE
<br />BLOCK
<br />m CONCRETE
<br />TO
<br />CONOW11
<br />BLOCK
<br />To CONCENEM
<br />TO
<br />OORMTE
<br />BLOM
<br />TO cmmm
<br />To
<br />=4mm
<br />41LOCK
<br />TO CONCRETE
<br />TO
<br />ODNCRM
<br />BLOW
<br />TO MCKM
<br />TO
<br />C=
<br />ANY M"Wxm
<br />OF THEM
<br />LENGTH v (o.)
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6*
<br />NIA
<br />61
<br />N/A
<br />N/A
<br />N/A
<br />I (TOP)
<br />A-
<br />NIA
<br />N/A
<br />6"
<br />a-
<br />NIA
<br />NIA
<br />I (BOTTOM)
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />1.
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />5-
<br />N/A
<br />5'
<br />NIA
<br />N/A
<br />N/A
<br />2 (OCTEOM)
<br />+51540 -72.0
<br />N/A
<br />N/A
<br />N/A
<br />v
<br />N/A
<br />I$-
<br />N/A__
<br />S-
<br />N/A
<br />NIA
<br />W/A
<br />3 & 4 (TOP)
<br />xr-S' To W-8*
<br />OR LESS
<br />1.
<br />4'
<br />N/A
<br />N/A
<br />61
<br />1
<br />a"
<br />1.
<br />6,
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />N/A
<br />N/A
<br />N/A
<br />1.
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />A-
<br />N/A
<br />N/A
<br />6'
<br />v
<br />61
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2-
<br />0, 1/4'
<br />12 1/2*
<br />& 1/4"
<br />6 1/4"
<br />1 8 1/4
<br />6 1/4
<br />6 1/+-
<br />NIA
<br />N/A
<br />5 (TOP/E1OTr0M)
<br />+5mo, -53,3
<br />N/A
<br />NIA
<br />12 1/2'
<br />6 1/4'
<br />12 1/2-
<br />6 1/4-
<br />6 1/4*
<br />6 L/4'
<br />6 1/4.
<br />6 1/4r
<br />N/A
<br />N/A
<br />6 (TOP/801TOM)
<br />TO Il'-2-
<br />L554-77-0
<br />N/A
<br />N/A
<br />6 1/4-
<br />N/A
<br />6 1/4'
<br />NIA
<br />6 1/4'
<br />6 1/4-
<br />6 1/4*
<br />6 1/4�
<br />1 N/A_
<br />NIA -
<br />6 (W/BOTTOM)
<br />>8'-e TO 11 *-2'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />6 1/4'
<br />6 1/4-
<br />6 1/4- 1
<br />6 1/4'
<br />8. 9, 10 (TOP)
<br />+43.8 -41LO
<br />4�
<br />N/A
<br />NIA
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />6"
<br />6 1/4' 1
<br />6 1/4'
<br />a (BOTTOM)
<br />N I /A
<br />J
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12'-4' OR LESS
<br />F-
<br />N/A
<br />w.,
<br />-/A I
<br />-/A
<br />vA
<br />N/A
<br />N/A
<br />N7A
<br />1/4-
<br />0 1/4-
<br />6 1/4- 1
<br />6 1/4'
<br />10 (GOTIOUl
<br />SEE SHOITS 10, 11 AND 12 FOR ANCHORS IYK A SPACING FOR INSTALLATIONS 000 WOOD FRAW BUILDING.
<br />MINOAN AN*" 25PACINGs AM WININUM m INSTANCE AM INDICATED ON TIM sammu MR LIX LESS
<br />THAN INGIGAIM ON SCNCOIAE FiQXECIE ANCHOR SPACING BY ALLIPLY114 SPAOM $KIM ON SCHIMLE BY
<br />THE FOLLOWING FACTM. IN TAB OPICRATION TO BE POSSIBLE, RMUCED SPACM OSTAWILD USING FACKAR
<br />ZIA" HOT K LESS MAN MINNAW, SRACM ANONAFEC FOR EACH ANCHOR TYK AT ANCHOAS L=�
<br />Woman TIM
<br />1
<br />1/4'.
<br />1
<br />1/4%
<br />OF VP-W
<br />FER" 0
<br />SOLO-su
<br />mm, no" VACING w
<br />3
<br />3
<br />3
<br />21/2
<br />3
<br />�
<br />N, -0 -
<br />1�=
<br />3
<br />3
<br />1 1/2
<br />a L/2
<br />4
<br />'A
<br />AMK ft OW 111111111M
<br />F AC
<br />7 0 R
<br />......
<br />31/2-
<br />INSTALLAI19N DETAU EOR REgULAR ANEUCD A .0
<br />INT_Q EX15MNG W009_51MTURES
<br />_�TT'�_FT_ T,
<br />7;
<br />7, -T7T
<br />-VIO PANELVATE PLUS
<br />--V-10 PANELMATE PLO
<br />6 6 114' O,C. W/ 1 7/6'
<br />THREADED PU43111AXION TO THREADED PENETRATION TO
<br />VOSTW WOOD HEADER omm WOOD HEADER =awl "STING WOOD HEADER
<br />f
<br />_ZvT
<br />". i 11 PAW ww 0
<br />I : EAM sm
<br />a 'Ir mc�
<br />WOOD HEkm
<br />i
<br />woo" -07L
<br />SEE SCHM= sm SCHEDULE ON
<br />SHEXT a ON SKEET A
<br />FOR NO, 90*00NO, FOR w, SEPPAOM
<br />TO *LA914 TO OLAS&
<br />M MEL LENGTH Ma. PAND, LENGTH Lacm
<br />(lAa NOTE 1) (Sm NOTE I)
<br />(am NME
<br />1 1 A
<br />BOX OF
<br />OF V OF
<br />MAN
<br />MAX -<]D MAX
<br />7
<br />>
<br />ma
<br />Hm
<br />Oz. ;rki
<br />@ ;
<br />Fj 4'# LAG SCREWS
<br />21.4' WOOD 2.4- WM PLATE �N m W/I 1/2
<br />_w I i - CO-1,TE, NON. rAREADO
<br />COUIRED PEOURED P1:4rlRAT9)N AT
<br />MCIRM OF PLATE
<br />ji
<br />� I I
<br />1
<br />MID WIDTH OF PLATE __4400 LAG SCREWS 0
<br />STAOMWD W/
<br />ALL,
<br />DIRM AT JABAROTH OF PLATE
<br />misp", MOUtWj4G INSTAUATIOLN OALL idpflHR INSIALLATION
<br />SCALE: 313.1- SCALE 318-l" SCALE 3/3-1-
<br />NOTES:
<br />1. INSTALAATIONES FOR ALTERNATIVES 8W. 9W & ION ONLY VAUD FOR
<br />BUILDINGS WITH A.S�D. DESIGN LOADS UP TO +4&& -4&0 p.0. AND 1k. T1
<br />PANEL1 LENCT14 UPTO 12'-V WOOD MEMBERS TO BE SOUTWY14 ..............
<br />L FOR NEW WOOD FRAME CONSIRMT)ON: EN
<br />PINE NO, 2, wl SPECIFIC DD4SM OF 0.55 OR EQUAL FLORIDA BUILDING CODE (High Velocity Hu no zono)l
<br />o, 416 -2300 rp,
<br />NOTE FOR COMBINATION OF m� 20 GAGE GALVANIZED SM STORM PANEL OWN ft.
<br />TOP & BOTTOM MOUNTINGS CAN BE 07/m/21,20
<br />GLOBAL PROTECTION PRODUCTS, U.C.
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION RAD MLTECO..., 51 $nW
<br />1. AIM GRINI)AN-711414 $AV (1114*1100117
<br />K* rmwlrlm. _k .1 a4.-w I AM DRAWING NO:
<br />IN" Sol/Sowuwlwn 9 PX SIM 12 Or 21
<br />INSTALLATION
<br />DETAILS
<br />FQR OPTION i I FOR
<br />LIFE
<br />SAEM STORM PANEL SMEM
<br />1/4
<br />INTO EXISTING WON
<br />STRUCTURES
<br />=:Ir=_
<br />TO
<br />7 T v
<br />V
<br />EQ
<br />ED
<br />110
<br />EwQ
<br />41--
<br />Y_
<br />sm a 12 1 O.C.
<br />ALIERNATIVE I
<br />ALTERNATIVE
<br />TO, /Apomc
<br />SIX SCHEDULE
<br />09 SKEET 14
<br />_
<br />TO GLASS.
<br />ED
<br />DO
<br />DO
<br />ALTERNATIVE
<br />.3
<br />ALTERNADVE
<br />1/4-1 LAG SCRW 0 C D.C. W/ I 11;r
<br />id, THREADED ADIEWATAN OR
<br />E WOOD FRAME CONDITIONS
<br />A
<br />ANGHQR LOCA339N
<br />t/4`0-20 P�WLNAW PONE 10 OR
<br />PANIVATE PLUS 0 w
<br />INALO 3/e
<br />um SK�MR TRICKS Wr "W FOR CLARIVY
<br />ALTERNATIVE 1W
<br />$wit 3/e I*
<br />I� OWNAATIONS AREXX
<br />P= FOR RADOM WFOK AS 0. DESIGN LOADS UP TO
<br />�B&B, -72.0 PO L04M Up To 8,_Er,
<br />2. FOR NEW WOOD FRAME DoNlFmcnoR wCOD NuEmom To K SpvTHM
<br />PRE I W/ SPE"X DENSITY OF O_% OR MUAL
<br />c_
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<br />SHEET NO.
<br />SH 1.1�
<br />
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