|
Sm
<br />SIC„W9', 3 t. WALL AND EL00 MQUNTING 1NSTALLMION FOR LE3 PN xE Rm3,F
<br />am NAEET 4 ,iR})OR,YI�FYN9. w -0 Eke ,WHORL
<br />WPKWfM1E I1ICIOM
<br />an SCNmuE m SELIT PANELS
<br />,4rm 3 &E-_
<br />nAAF;GS i x4xnalu'-r `• r.r s 4. w-e• 5j4 T \ (6eN�w3- _ pwpxu_
<br />1 C i Mt1x. 1.. DAP. TOP • WTIdO 1' (4m T4'
<br />muum
<br />-_ / T Yi � 1AM1mN T3YV4Y 17 97Ltp
<br />AfEM OF WALL \' `tT.ti t>HBO[x ram/ x t/r r `.. T• 77
<br />TI PEf�wOR410R ) i p• '�,. i. -4. y. 1• a1iLRtAtimE! i. M6/tTAAwWN 70.,r (!
<br />H -A9N. 2' J owman OR ow
<br />1
<br />1
<br />Z"A ON
<br />im GORAAN 1 1•
<br />1
<br />) .Mx6N;'3{i-.L 1� a +: ✓ ,
<br />I rAVEL W
<br />PR@API MTxm ANdGNAN • R�'.3NaIaUM Hw W xau
<br />Cak i O 43ao ,uA» -PGA P4A, as 9ewa 1 �'--•-•'
<br />1
<br />6 L - 4061-14 Atua,
<br />9�a'lac ; samxE.w Tuw 9+F0A 1 I -
<br />Ile
<br />1 1•� 1
<br />I) .w. EI&L4K x Y. �... Iw-_:•s / 1/j. IS
<br />1R lx 1 ws/a.lex+'af i a• ca. �NU09 a#aR""h w
<br />p�'01,' KR s,La E I Y �' Eo ,NAac i w I
<br />T i
<br />1 s�otzigx Aaw6 wl //wA tr � � r
<br />i i OF +LEA psi. -7E0 pp.H. fOPlIOM
<br />1 j I z^i/4sm'�•
<br />c7mmp. ARNIM tom® -' f+' 1" 2• \. +H. N4uAAb1, BUN •CIE +aaLlon t*
<br />T
<br />A SECTION Y" Y '�,.4p� SP R ORM PANEL ELVATION
<br />y / ! SCALE I/4 �1' .SCM,E 1/4'ml' A aNST. SCALE 1/8"-1^
<br />EEC[OF MAIL Z
<br />Nwit 6N SW
<br />It rs w amNRnO uuwoN SCHEDULE
<br />Mac AWLLION _.
<br />SPAN (F0 •
<br />REOWRED W.
<br />TIRE MULLION -
<br />�4'-8•
<br />3•x 1/9'
<br />> 4'-0' TO W-W
<br />�2'x
<br />2' z 4" x Ile
<br />> S-8" TD W-1O"
<br />2' x S' M 1/8•.
<br />z e 4 e
<br />MEO1Y 4 & ,0» `•�.,/•�i -�! Y6'Rd0
<br />3NWLT 4EPpp� yA,1p /,� D��
<br />• UICPATO ♦65.0 g�p5sCCF., -T2.0 P.xi.PRESNIALE RATING
<br />SECTWN I - I� TOe510PoJ 5�N- ORE1+rtD
<br />SCALE 3/8-1•
<br />EATS: MUtIlQN CAN ALSO 8E INSTALLED Wf0 SIORM PANELS ON TOP
<br />130 BOTTOM SO THAT 8 L4 LOCATED AT TOP OR BOTTOM OF OPENVa
<br />(tIE PANEL OPENIN9 W/ TUK TO+ A BOTTOM)
<br />4aM0w1 �. r llr; ,y
<br />i'4Rvb xN101
<br />WALL 99UNTING
<br />INSTALLATRMF - ALTERNATIVE S1V
<br />SON£: 1/4` - 1`
<br />IWAIAMN - ALTERNATNE 1W
<br />SCALE: Ile - I'
<br />WALL !KR)NTRR:
<br />RISTALiATNMl - ALTERNATNE 2W
<br />SCALE 1/4' - i'
<br />l
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS
<br />UP TO +55.5, -72.0 P,6,L AND PANEL'S LENGTH UP TO E'-6".
<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 />M MOUNTINGS CAN BE
<br />ANY WAY TO SUM ANY
<br />CONOWTE AAORS
<br />DE'E SHEET TON
<br />CONCRETE A CNOR5�\
<br />SNffT tDU�
<br />FARED
<br />CONCRETEJ
<br />s00•
<br />SDD
<br />mm CONCRETE
<br />IAUNED
<br />-
<br />I
<br />L
<br />f
<br />SEE SCHEDU♦LE
<br />I
<br />- SEE 3C1WDtAE
<br />I
<br />IFOR roW,1ETWRATO"
<br />I
<br />I ADS
<br />1FTR1 T'GA651>iE""R"'10"
<br />wAgNUT O EVERY
<br />r
<br />SMD 9 12 1/2- O.C.
<br />i
<br />1fA�T. %bi)
<br />1/4°4x1'
<br />S5��7E�
<br />S/R•'EPoa (CANY' 6
<br />3' IW (CASE 1O
<br />I
<br />(SCE
<br />TO'Ly0 2S'2O.0
<br />SCNFfHA my }: .•f s/%'{/ e .f'� !:.
<br />(SEE `
<br />WW 14) BOOKED CONCRETE
<br />1DMLL
<br />Ou�l K�41pifD COOKIE /FM.TWR
<br />(SEE PW 14)
<br />WALL_ AND FLOOR A1iFUNTINi_3 INSTALLATR)N
<br />SECTION 1 SCALE, 3/8r $ I- - SECTION 2 SCALE: 3/6• - 1'
<br />FNCUS gh N'C son STORM .MEL aRTFM 1N5F f ATION
<br />1. LIFE SAFETY STORM PANEL CAN BE LOOTED AS AN END PANEL (FIRST DR LAST PANEL)
<br />OR AS AN INTERIOR PANEL (ANY PANp, iOCATKH4 IN BETWEEN END PANELS)
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE ISIAI.LED ALIACENT TO REp1LAR PANELS
<br />(W/ OR W/0 RE ILUto TRACKS.)
<br />2. LIFE SAFEY STORJ.1 PANEL CONSISTS OF DA39' GALVANIZED STEEL STORM PANEL AS
<br />PER COMPONENT (� . SHEET 2 OF DRAWING.
<br />ITSELF TO BE REAROVED OR INSTALLED FROM THE INSIDE OF
<br />STHIS
<br />TRUCTURE.
<br />.R LIFE SAFETY P REQUIRES TOP TRACK TO 8E COMPONENT (,} & BOTTOM TRACK TO
<br />BE COMPON AS PER SHEET 2 OF THIS MMNG.
<br />11\SILYLBNN
<br />A1,Y1 N. Zt1
<br />((;P1
<br />FLOOR MOUNTED Fl711DWIN0 SECTIONS t &
<br />2 bS
<br />,LLD ,.....
<br />Py� �4
<br />ON01NTIENT Imo
<br />S EfY ASEwELLAAS DEf & SHEET
<br />4. M'a. LENGTH FOR COMPONENT{� L5 15•.
<br />Z
<br />s
<br />Max. ANCHOR 51°A FOR COMPOFNINI OANCHORACE AT BOTTOM IS WA K ON
<br />SCHEDULES
<br />4
<br />COMPONENT MAY 8E PCRMANEW OR REMOVABLE
<br />".'O'ia•,
<br />5. SEE DUALS FOR INSTALLATION INTO WOOD FRAME &AUDMOS ON SHEET 15.
<br />OR
<br />& SEE SHEET 4 FOR DETAIL APPLICABLE 70 THE NECESSITY FOR THE INSTALLATION OF
<br />�'hF�SS •N•I
<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BANDS.
<br />D
<br />CIENING & FLOOR MOUNTING WALi & FLOOR MOUNDNQ
<br />INSTALLATION - AILTENAjIyE LW INSTALLATIONS - ALA( THE SYt
<br />(SECTION AT TOP LS LIMITED TO +55.5-67.0 MAX. SCALD 1/4' - I-
<br />AS.D. DESIGN PRESSURE RATING)
<br />SCALE: 1/4` - 1'
<br />34a' R"0 R,w
<br />OWN. ' a[GIwW
<br />10 PORN, A,u,Nm
<br />/4•lb 4bwa •.•.,w
<br />N w/ T Nt 111E0®
<br />t MCAmON INp 0e0Mp Om[
<br />EIS !llNnL�iM u!i� G
<br />)INSTAL agN - N 4AWN
<br />SCALf: 1/0 - I"
<br />ill•■��/!■i���l�l�ll�laEi�����1■fi��!.��■Atl��At.
<br />�l l m=1
<br />INS
<br />9a411111
<br />■����iiwl i�rt�1•. ANAL 1.1
<br />L IOMA 2/4, 26/4 3/4 tR 4/4 !
<br />I
<br />L-101-1, 2 & � W/15 L104, 2 & IW/f5
<br />A(TEMNNTE LOCATWE
<br />AREk W/NO LTiE 5AFEIl` PAEiELS
<br />K � LIFE SAFETY' PANEL
<br />DITIE IBELOW)
<br />L°sAF:.EY
<br />:...__._.-._......_. LA. REGIAAR PANELS WI OR _-..,,.,_ti.m.,.
<br />PANEL ,_..I(6iE
<br />W/O REGULAR TRACKS
<br />(SEE NOTE 1
<br />BELOW) w t+t3f PANEL f1] TO K 9esPALEEO AS
<br />OPTION 91 FOR WEE
<br />LIFE SNPEIY' s'IikLM PMEL OPENNJG SiNLL
<br />STORM ALWAYS LSE PROARMA W//N�EAR LANCE
<br />M14TAW1fON
<br />'�
<br />TO FEI ATE w NRENDED
<br />ELEVATION
<br />TO BE INFI ON RE1A04ED FRON INME
<br />SCALE 3/32'-1•
<br />Haw CAP " A Y (.`. M
<br />1 4 1 R 1 1J4
<br />1
<br />B BEE , EH AT OgALS TION
<br />SEE NOR /)
<br />SECTION R-B
<br />SCALE 3f32"-1'
<br />MAXIMUM PANEL LEHM, R "
<br />SCHEDULE
<br />nNl el nuv rnb oeNn:C'i4 rP'A nea1A„4r,Tw,a .W v,m Cte•Yv�Nix .
<br />y16ii%&1lRl .f.7VASC-
<br />RNM704
<br />Nam( , P m'o"
<br />6.
<br />- -.
<br />�=
<br />�
<br />+55A, r72.O
<br />7'-8. OR LESS
<br />2 Ile
<br />WIN=
<br />1 THRU 5 t 7
<br />-35A -7m
<br />}7'-5• TO r_r Mbx.
<br />2 3/4'
<br />UINIXTED
<br />t THAU 8 A 7
<br />+35A. -7%0
<br />W-S TO 1112• Maw
<br />2 T/2'
<br />• ""romfun"
<br />6
<br />+4&& -4&0
<br />tY-4' OR LESS
<br />3 1/2•
<br />• SpAT DIN
<br />& 9 t t0
<br />EI0.Tfp F/ 1/4`0-21191' 93. N.S, It "MIT AT IWIRLIP A NOLSI16M OF PANEL
<br />(WAm ONLY FOR PANEiSM& Q R151'A I ATWNIS AS PER SECTIONS , TMRU 7. ON SHEETS 4 A, 51
<br />NA%ARA AS.D.
<br />DESIGN
<br />RATING (p,sk)
<br />MANAAN *ICAO% SPACM FOR EO.. 3. 1/2• ••
<br />f APPUCNILE a
<br />ANY COMN"MM
<br />womm pma
<br />CE10I1f Y• (R.)
<br />TAPCON
<br />O TA^-iidV _
<br />CAUh"
<br />PH$IiNTE FflWE 0
<br />PAN&NIAn RU6
<br />TO O"' A"
<br />0
<br />147=09AO,H
<br />TO CN4GCIEPRCmw
<br />TO C R,EM
<br />TO
<br />C
<br />10 BOIL MTE
<br />TO
<br />C
<br />10 t: E
<br />aLm
<br />S'
<br />ILIA
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />A`
<br />AMA
<br />61
<br />-A
<br />1 (1OP'i
<br />6'
<br />li'
<br />N/A
<br />NIA
<br />1T"
<br />d
<br />S"
<br />61
<br />IF
<br />:r
<br />1 (80TT4E1)
<br />6'
<br />NIA
<br />N/A
<br />N/A
<br />81
<br />WA
<br />5'
<br />N/A
<br />8•
<br />N/A
<br />2 Tmn
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />S"
<br />N/A
<br />3`
<br />WA
<br />2 (BO7f01fj
<br />.WA. -72A
<br />lY
<br />N/A
<br />N/A
<br />A/A
<br />A.
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />At
<br />3 4 (PM)
<br />r-s• Oft LESS
<br />LEss
<br />HC
<br />Y
<br />N/A
<br />N/A
<br />8'
<br />8'
<br />6'
<br />6'
<br />4
<br />3 (BaT1DM)
<br />6•
<br />WA
<br />N/A
<br />w"
<br />8-
<br />N/A
<br />8•
<br />H/A
<br />C'
<br />N/A
<br />7 (TM)
<br />N/A
<br />N/A
<br />12 ,/2•
<br />6 1/e
<br />12 T/2•
<br />6 I/4'
<br />6 t/4•
<br />S 1/A'
<br />4 1/4`'
<br />1I4•
<br />y . ) ':z
<br />SEE SAIFEM 10 & It FOR AKNO& TYPL A SPACNO FOR INSAllATLg9 AM WOW M E "Alta.
<br />AAkPNX ANCHOR SPACIAM AND EDGE EDGE INSTANCE ARE IOW:TEO ON THIS SC EDLRE FOR FA. LESS
<br />TkM 9DKATO ON SWAN MAX NOW VACM BY MLILVLY90 SPACING IPAD 1 ON SOW" 6Y
<br />THE FULD04 FACTORS. FOR THIS OPERATION 1D 9E PINNACLE RHO SINAING OBTAINED USM FACTOR
<br />9*1, NOT K LESS THAN M INANd SPA=4 NIONATFA FOR EACH MOM TYPE AT ANCHORS LUC A )
<br />AR9gR lYK
<br />1/4i
<br />,/44-
<br />1/4'R
<br />,A`{'W
<br />t/CR
<br />1/{"e
<br />'
<br />Hi DA•ONP
<br />CbAC•�11
<br />CN84-S8T
<br />,W FNCFAN7. poem; Oz)
<br />3
<br />3
<br />3
<br />3
<br />2 ,p
<br />44WMIpNAR 0>t,Rw 14L)
<br />3
<br />3
<br />3
<br />3
<br />3
<br />G $3/2
<br />.. OAgNb 9PA INS
<br />3'
<br />3
<br />3'A
<br />3 1/2
<br />4
<br />3 1/2
<br />AWFE. 16 ow awwo
<br />NW70R
<br />t 'IrA
<br />a6
<br />3•
<br />FAP
<br />NAG
<br />-
<br />tm
<br />.O
<br />-
<br />3
<br />Im
<br />140
<br />lA0
<br />I
<br />1
<br />1
<br />I p
<br />1 3
<br />SEE
<br />ON 3NIET 88
<br />I )'
<br />FOR W.
<br />L
<br />I
<br />SEVAR"I"
<br />TO CLASS.
<br />i
<br />I �
<br />I
<br />ED
<br />I
<br />I
<br />1
<br />I
<br />EO
<br />I
<br />1% Il I � � i
<br />L!4' LD• x s/a' IQtNG eMSs aswP9
<br />a
<br />� (
<br />0 Q' SS. MS.. 0 6 1/s• O0
<br />FOR vA111. � m 5'-0- AA a
<br />FO l PAW.
<br />O.C. FK4E tENO1N5 LIP TO 8'-8• Mar.
<br />Y
<br />OR 014-10 MNELWTE FTALU.E 0 CIA
<br />j1:e
<br />I
<br />PLAN$ i 11 ifY' O. C. WON I
<br />- ! I
<br />��P/A/yNyELYAM
<br />�NR
<br />3CMb OF EMSfNA
<br />ALL LOWRIE to TO 61-8" Mm,
<br />DIRECT UO hTJM IHW
<br />ALTERNATIVE 5W
<br />SCALE 3/8-1`
<br />i ATMN
<br />.
<br />1. INSTAi.LATN)NS ARE ONLY VALID FOR BUILDINGS. WITH A.S.D. DESIGN LOADS
<br />UP TO +553. -72.0 PSF AND PANTD•'S LENGTH UP TO 6'-S'
<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 />N07E FOR COMBIN&WH OF SECiTONB:
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />(ni
<br />)n7/JMIMED-
<br />rs)
<br />W1/2` 0. C
<br />HOLD PAR
<br />ax AO,. (DASH 1)
<br />3. MA. (CASE 4)
<br />mamium AS&
<br />TAPCON
<br />CF %*-OBIT
<br />CALK-N
<br />I PAINEtMUE mwx W
<br />F19AI.M1f P"
<br />0PUCAR
<br />PNE I
<br />MOF
<br />RNO +
<br />FO
<br />GY
<br />aim
<br />CdY'AfTS
<br />to
<br />f0.
<br />CRETE
<br />CONCRETE
<br />I Ink
<br />TD
<br />ID
<br />OOI:x
<br />Crom / 0
<br />SX6ggN
<br />ITIEM
<br />WIOIAUM PANEL
<br />[dNGiN 'L• (ft.,
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />I N/A
<br />6'
<br />N/A
<br />6•
<br />N/A
<br />1
<br />55.0, -72.0
<br />r
<br />7"
<br />91
<br />9'
<br />9'
<br />9-
<br />1.
<br />9•
<br />6'
<br />1 (80TTOM)
<br />5'-O` OR LESS
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />8"
<br />N/A
<br />6'
<br />N/A
<br />S-
<br />N/A
<br />1 & 2 (TOP)
<br />-
<br />+55.0 -72.0
<br />9'
<br />s•
<br />g`
<br />6•
<br />9'
<br />7 1/2`
<br />9'
<br />i`
<br />9"
<br />9"
<br />I {�iTCIiA}
<br />5'-0• TO 7'-6^
<br />ED -72.0
<br />S'
<br />NIA
<br />N/A
<br />N/A
<br />8'
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />I & 2 (TOP)
<br />7'-6• TO 8•_6•:..
<br />B`
<br />4'
<br />Sr
<br />g"
<br />9"
<br />8"
<br />8^
<br />6'..
<br />6'
<br />6'
<br />1 (BDPI'OF1)
<br />AA~w A.S.D.
<br />DESIGN
<br />PRE59JRE
<br />MryR;
<br />Da 1 MW 9 J/C' W. FRCI TOP OF A"
<br />OS[ 4 (NIA 9 Y IAt NON TOP OF ANCLO
<br />APPLI .E TO
<br />SECTIONS (&
<br />COWUNATIO
<br />MAOMUM PANQQ,,
<br />LEiNOTti 1' (ft.)
<br />T
<br />-
<br />CONCRETE
<br />TO
<br />on=
<br />OF THEM
<br />+49.2 -51Z
<br />3"
<br />3•
<br />4 1/2- 4 I l2"
<br />2 (BOTTOM)
<br />I7•-S' OR LESS
<br />+52,6 -56.0
<br />3'
<br />3'
<br />4' 4'
<br />'2 (BOTTOM)
<br />7'-6' OR LESS
<br />+55.0 -72.0
<br />2 i/2"
<br />2 T/2"
<br />4• 3 1/2"
<br />2 (BOTTOM)
<br />7'.-6' OR LESS
<br />+55.0 -72.0
<br />2 1/2•
<br />2 I/2`
<br />N/A N/A
<br />2 (BOTTOM)
<br />7'-6' TO 8'-O"
<br />+85.0 -72.0
<br />k/A
<br />N/A
<br />3' 3'
<br />2 (BOTTOM)
<br />_' s
<br />ALTERNATE
<br />LOCATION
<br />AT ENO PANEL
<br />1/4 , 10 SFE I i - ili �-INTVNOR PAYEE '-00 PANEL
<br />SPACING SPAONB
<br />DETAIL 2 I E>;QQR MOUNTING GN INSTAU,CATION ({PI PL1CA9 E TO SCHEDULE 21
<br />SCALE 3/16' - I•
<br />MAXIMUM A.S.D. DESIGN •PRESSURE RANG (12.2-f) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "I" SCHEDULE
<br />LA BAR IE OW TO. S== I& 2 W= TFn FM In UM STORM E
<br />+4I4MPM AAn awINH
<br />Nmn MlmtH,�,,9imN
<br />WASREi�31PNNc
<br />� �)
<br />F N
<br />4a6.Q -12A
<br />W-6•
<br />2314'
<br />OHAti01
<br />SEE SHEET IS FOR A"130RS TYPE 41 SPACm MR NSTN.IAMTS INTO WOOD FINE MOM
<br />MN&AR1 ANCHOR SPA^.NlCS ANO WNW I = O67A CE ARE INDICATED ON it% SCH MML FDA
<br />EA. M S TIMN PLATED ONSGECAE AFALCE MOM SPNNHO M MMTVLYM VV4*3
<br />SHOWN ON SON1VJ E 6Y THE FOLLOWM FACTORN. FOR TO OPERATOI TO BE POSgNE.
<br />REDUCED SPA INO 0111010 USING FACTOR NOT K Mwe SNNN. LE33 taNAA1L19PACIl6
<br />INDICATED FOR F:AC, ANCHOR TYPE AT ANCF01H3 LE1F36i.
<br />1TNO101 TAPE.
<br />1/Pe
<br />//4"b
<br />_ T 4•&
<br />1/4i
<br />tf4'►►
<br />MPCCK
<br />W TAP• O9RPm
<br />PUS
<br />GYM 6}
<br />W. NICION SPACM C^1
<br />a
<br />3
<br />3
<br />3
<br />2 1/2
<br />+RNlbMmaF PWJ
<br />3
<br />3
<br />3
<br />3
<br />a.
<br />T.64,K4 eNAcH
<br />J
<br />3
<br />3 1JE
<br />3 1/1
<br />4
<br />AM M LL GM DIW1IQ
<br />FAOWI
<br />3•
<br />+m
<br />,m
<br />-
<br />,m
<br />rl
<br />bw
<br />(VMTD ONLY FOR PANE13(j)& A�lNSTALLNATONS AS PER SECTIONS 1 TIM 10, ON SHEENS 4, 5 & 5)
<br />WIOLRJM
<br />WKIRA ANCHORS SPAM6 FOR 1A. - 3 1/2"-
<br />A.AT OEM
<br />TMCOH
<br />OF TAP-001P
<br />CNR-W
<br />PANELMATE P6414KE 10
<br />PA1Vk wTE PM
<br />SOW SETAPPUCASLX
<br />TO
<br />A
<br />PRFAa'JURE
<br />RAT04
<br />TO CONCRETE
<br />TO
<br />CONCRETE
<br />AUACN
<br />TO CONCRETE
<br />70
<br />CWKVETi
<br />BEACH
<br />TO CONCRETE
<br />TO
<br />CONCRETE
<br />at=
<br />TO CONCRETE
<br />TO
<br />MNIRM
<br />BLOCK
<br />TO CONCRETE
<br />TO
<br />CONCREM
<br />9EOCR
<br />TO CONCRETE
<br />TO
<br />CONCRETE
<br />BLOCK
<br />OF TNF.4
<br />LENMN rt)
<br />6•
<br />N/A
<br />N/A
<br />NIA
<br />6"
<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 />a
<br />N/A
<br />1 N/A
<br />6"
<br />6'
<br />6•
<br />6^
<br />61
<br />N/A
<br />N/A
<br />I (BOTTOM)
<br />S"
<br />NIA
<br />N/A
<br />N/A
<br />6`
<br />N/A
<br />8"
<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 />NIA
<br />6"
<br />N/A
<br />5"
<br />N/A
<br />5'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />55.5. -72.0
<br />6"
<br />N/A
<br />N/A
<br />N/A..
<br />6"
<br />N/A
<br />6'
<br />N/A
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />3 & 4 (TOP)
<br />>7•-5" TO W-er
<br />OR LESS
<br />6'
<br />4'
<br />N/A
<br />/
<br />N A
<br />/
<br />8`
<br />8'
<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 />NIA
<br />6^
<br />N/A
<br />6"
<br />N/A
<br />V
<br />N/A
<br />N/A
<br />N/A
<br />7 (ADP)
<br />8'
<br />4'
<br />N/A
<br />N/A
<br />8'
<br />6"
<br />6"
<br />6'
<br />6'
<br />5•
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM)
<br />N/A
<br />N/A
<br />1 12 1/2'
<br />6 Ile
<br />12 1/2-
<br />6 1/4`
<br />6 i/4'
<br />6 1/e
<br />6 1/4'
<br />6 1/4`
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />50.0, -53.3
<br />N/A
<br />N/A
<br />12 1/2'
<br />5 Ile
<br />12 1/2-
<br />6 Ile
<br />6 Ile
<br />6 1/4'
<br />6 1/4"
<br />1 6 1/4'
<br />N/A
<br />N/A
<br />6 (TO'/BOTTON)
<br />B'-8• TO 11'-2'
<br />550, -72.0
<br />N/A
<br />N/A
<br />6 i/4'
<br />N/A
<br />6 1/4'
<br />NiA
<br />6 i/4'
<br />6 Ile
<br />6 1/e
<br />6 1/4'
<br />NIA
<br />N/A
<br />6 (1'CP/SOTPOM)
<br />>8'-8' TO ll'-2'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NiA
<br />NIA
<br />N/A
<br />6 1/4•
<br />6 1/4'
<br />6 1/4'
<br />8 Ile
<br />& 0, 10 (TOP)
<br />43.9. -48.0
<br />6"
<br />a
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />6"
<br />6 1/4'
<br />6 1/4`
<br />B (BOTTOM)
<br />OR LESS
<br />6"
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />6"
<br />6'
<br />6 I/{'
<br />6 1/4'
<br />9 (BOTTOM)
<br />12'-4" OR LESS
<br />N/A
<br />NIA
<br />NIA
<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 Ile
<br />i/1'
<br />110 (BOTTOM)
<br />SEE SIRET'S 14 11 AND 12 FOR ANCHORS ME A SPACINO FOR NSTMLATIONS ROD WOOD FWAE SUSDW
<br />MMWM ANOM SPAONfS AND 140611111 DOTE DSPANCE AM INDICATED, ON THRS SCHM111. FOR EA LESS
<br />THAN INDICTED ON SO4MAE REDACT ANCHOR SPACING 8Y M ALTIPLYNG SPACK SHOWN ON SCHEDULE BY
<br />THE FOLLOIA110 WICK FOR THIS OPERATION TO K POMML REDUCED SPACING 09WED UBNO FACTOR
<br />S1MLl NAT K LESS THAN MOMA M SiMCNG p✓TlkA M FOR EACH ANCHOR ITPE AT ANCHORS LEISNW.
<br />ANN=.T4m
<br />1/4W
<br />1/4'4
<br />//{1
<br />1/4i
<br />1/4"b
<br />1/4L
<br />W
<br />TAPCWI
<br /># TAP-mv
<br />SYNNE-W1
<br />9Wd-SET
<br />No, 904m End
<br />3
<br />3
<br />3
<br />3
<br />2 T/2
<br />3
<br />c.1wNM .NJ
<br />3
<br />3
<br />3
<br />3
<br />3
<br />31/2
<br />1W.11tlzN i 7, Qn)
<br />3
<br />3
<br />3 1/2
<br />3 1/2
<br />4
<br />3 t/2
<br />cm FA PK MOM
<br />F A•C
<br />T O R
<br />-
<br />2
<br />Y
<br />Im
<br />TAO
<br />-
<br />im
<br />A3
<br />-
<br />a
<br />E i L i•! x i
<br />=my-
<br />L19tT SIm 9
<br />a 1/4• aG
<br />SEE se"Im E
<br />ON Ep �PABRam
<br />TO ,TEAS
<br />)IN
<br />R2 ) i. I t � TWO YAtT:I'a PUTS • - ., {
<br />I 1 ,4 `'t 3 H i •;
<br />�_m..^ j � I i � -
<br />'
<br />1/4*9 LAG SCREWS 0
<br />-'6' O.C. STAGGERED W/
<br />SR1O.
<br />.i..
<br />DIRECT
<br />AT MIDINOTH OF PLATE
<br />.SCALE 3/8-1'
<br />- - SCALE 3/8-1"
<br />RQLCiT
<br />1. INSTALLATIONS FOR ALTERNATMES 6W, 9W & 1OW ONLY VALID FOR
<br />BUILDINGS WIN A &D. DESIGN LOADS UP TD +43.8. -46.0 p.s.T: AND
<br />PANEL'S LENGTH UP TO 12'-4'
<br />2, FOR NEW WOOD FRAAf„ CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO, 2, WI SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />�FOR C0IABRLATION OF ETPCTONS:
<br />& BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY M SUIT ANY
<br />INSTALLATiON
<br />DETAILS
<br />FOR OPTIQN # 1 FOR LIFE
<br />SAFETY STORM PANEL SYSTEM
<br />--
<br />'O.C, "
<br />INTO EXISTING WOOD STRUCTURES
<br />CT
<br />�;',; ,°
<br />To Ewsr"C wm HEAAm
<br />4EO1
<br />d
<br />I
<br />ED
<br />Ei+
<br />ED
<br />OR
<br />RE'�OpawED"
<br />I
<br />'
<br />ED -
<br />OD
<br />ER
<br />�ER
<br />i
<br />tam
<br />s 1/z- oa
<br />ALTERNATIVE
<br />1 ALTERNATIVE
<br />2
<br />1
<br />t/A' i6n,
<br />(Z1EE•
<br />if4'Aai• MALTFiL a
<br />MIN,
<br />i
<br />tt O.G S
<br />SEE. SC 4mu
<br />C4 SHEET 14
<br />I
<br />) dd
<br />EPFORAM
<br />STCLAM
<br />3
<br />ED
<br />i
<br />I
<br />ISO
<br />I -
<br />/R ED
<br />a
<br />I
<br />�
<br />11
<br />ti k
<br />IYOOD PIASE
<br />I
<br />PLATE
<br />I
<br />� f
<br />REO1MffD
<br />k*
<br />RESOD
<br />\ \
<br />t
<br />�...:.._.....�
<br />>y#
<br />ALTERNATIVE
<br />3 ALTERNATIVE,
<br />4
<br />' 4 I
<br />`
<br />°
<br />II
<br />IRm 71HRFAOD PW 911140N OR
<br />t/4TA.edj6' 1 LN1A5$ &ASCHG W/
<br />t/45F-20 PA S.S. X I a• 0 OR
<br />,/4P 20 3YSs'AIL FINALE n DR
<br />ALTERNATIVE
<br />WOOD FRAME CONDITIONS A
<br />ANCHOR LOCATII�NS
<br />PA ELA&M I= 9 A• DA. F// i 1/2• Wn.
<br />SGtig
<br />THREADED PEIRETRATON TO E1G671H0 W000
<br />PLAIE
<br />NOTE : SHUM TRACKS NOT A0'4N FOR CURRY
<br />MALL MO ONCT INSTAL LATAQN
<br />A [ERNATIVE tW
<br />Sm P• 3/8" - 1"
<br />f1E5.'
<br />ALSTALiA70N5 ARE ONLY YAW FOR BUN.DYA9 WON AS.O OF9ON LOADS tI, 7O
<br />+5S5, -7t0 Px1 AND PANEL'S UKTH UP TO S'-e.
<br />2 FOR NEW WOAD FRAME CORSiRUC7101t WOOD JAMAI 5 TO K SOUTHERN
<br />PIE ft. 2, K/ BPF32NC OCXWI OF OM OR EQUAL.
<br />CODE
<br />-6-0
<br />N
<br />N
<br />CQ
<br />N
<br />U
<br />0
<br />.�
<br />U
<br />U)
<br />O
<br />C
<br />0
<br />a)
<br />m
<br />O
<br />O
<br />M
<br />LL
<br />- O
<br />>
<br />.D
<br />-0
<br />E
<br />a)
<br />p
<br />C
<br />O
<br />W
<br />O �
<br />. 13,
<br />u an
<br />-o
<br />y m O
<br />V3 CV
<br />y � Ha
<br />m
<br />e4
<br />3 m
<br />w
<br />°i E •-
<br />c
<br />w
<br />z 3'
<br />m
<br />(O Hy
<br />N
<br />a3
<br />C
<br />KO
<br />n_p__o
<br />W
<br />V
<br />cu
<br />O
<br />U
<br />O
<br />CL
<br />v /
<br />cu
<br />cn
<br />SHEET NO.
<br />SH 1.1
<br />
|