|
K W�f".. ,] .,A•AF 1A .. �� ! IIn � 4,, , II���.M h' 1'I71'll! AI'�'+FI +II °�'�{�� 117 II"'' 19 � ■1 TT■��
<br />°B SIMMONS ,. 3 a •
<br />wl OHM.
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR
<br />_�. SPLE[ PANELS
<br />K , 44 ,1■.A ■w]s sP
<br />1AAIAW
<br />A4LAN
<br />I331/.Y r Ewe
<br />3/let wpm 1L.
<br />NINA
<br />OR fluff 2 1
<br />AN
<br />MAL
<br />1/2• _J PLO�` \ OOw[I[ w1. on
<br />EA. K AYIw wm
<br />SGMFs 1 4 . 1• _�... _ ���
<br />AK or
<br />(i aw'w■I1wAO
<br />NLR110N 6fYML'fMN e
<br />i'tlit"«�►
<br />A+L
<br />+.k.a
<br />MAL MULLIONNEOURED
<br />ANAL (FL) •
<br />MA.
<br />TUOE MULLION -
<br />c4-r
<br />r. r,,/r
<br />s 4•-r TO a'-s•
<br />r , 4• . INS'
<br />. 4' , i 4'
<br />- P,ANLEL TO A>f��
<br />"Es"Im WOO
<br />SECTION 1
<br />SCALE 3/6-/-
<br />NM IAAUCN CAM ALSO K I&TAj w/o SIM PAN DS ON TOP
<br />OR BOTTOM W & IT & lOG7ED AT EDP OR BOTTOM OF OPOsa
<br />(ONE PAMO. OPEMPI W/ TUK up a BOTTOM)
<br />WALL MOMM
<br />MINT►I I ATIPME - A�17IFINW/,IIMr TAM
<br />j WALE. Ile - I•
<br />INSTA"TON - ALTERNATIVE 1 W
<br />some 1/4' - 1-
<br />XULJIMNM
<br />S WALLA WIVE 2W
<br />9GLL• 1/r . 1'
<br />SM
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUKUNGS WITH AS.D. DESIGN LOADS
<br />LIP TO +55.5. -72.0 pad. AND PANEL'S LENGTHI uP TO a' -a'.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD LEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSM OF o.55 OR EO AL.
<br />a BOTTOM MOUNTINGS CAN BE
<br />WED N ANY WAY TO SUR ANY
<br />L
<br />�-�-Ya 1YtIIM MA • 0H IRAMi
<br />1
<br />11T STORM PA
<br />Aw st3LE , -1'
<br />CELLNLR t FLOOR MOM= WALL t FLOOR IIOIRIiREO
<br />IMSTAUAIION - NJZ0 ATMFE LMf INifALLAT101LR - ALTERNATIVE BIM
<br />(SECTION AT TOP lS LIMITED TO +55.5-97.0 MAX INLC 1/4• - 1•
<br />AS.D. DESIGN PRESSURE M71NG)
<br />gi-
<br />SMALL' 1/4' - 1'
<br />A.e � OIA T■a
<br />now MOUNTM
<br />NMI
<br />SCALE- 1/4' - i'
<br />anownsom
<br />I if
<br />PAN
<br />111111111
<br />III
<br />'„'I
<br />p�
<br />„
<br />i111
<br />f I I I 4, 4, 2VA 3/4 OR 4/4 i. 2, t 1 W/i5 1, t TW/15
<br />! I I N' In swrtrwan. L
<br />TEANATT
<br />AREA w/IO LIFE SAiEI'I PANELS--i O
<br />I I --- 6.. RES" PANTS W/ ONE ------`"" PANELLwAra" or
<br />W/o FOIE 18EN.0eq
<br />---- -- W/o REGULAR TRACAs (SEE NOTE I
<br />0011TiorDt/6 MNDIOM .!_ ��, f �0[ 0T10IG a LAST Moil Q)_m K RSDULED AD
<br />° �j 14) POUND OU110E't % OYL� AA'l Uw-
<br />4)�NL. m CODtR 1FWDAan '-,•� PANEL ( a "KfO �E---EA ELEVATION
<br />WALL MOUNTING DISTALLATHM WALL AND SCALE 3/31•-1-
<br />SECTION 1 SCALE 3/r - 1' - SECTION 2 SCALE: 3/6' . 1- ,/P M.,. ON,0 0 T R T 1 we v-
<br />w
<br />NOTES ON LIFE SAFM STOMA PAW1. SYSTEM YWALAWN
<br />1. LIFE SAFELY STOW PANEL CAN K LOGGED AS AN END PANEL (FIRST O UST PANG.) T OR AS AN WWWR PANEL. (A7Y PANEL LOCATION IN KT*TM EIO PANELS). (a Mwett raw
<br />LOOOOA
<br />LIFE SAFETY PANELS MY 00 ANY NOT K DWALLED ADARCENR TO PANELS iK NOTE , AT D& Mw�.
<br />(W/ OR W/o NTAULM TRACE) sa MBE „
<br />?. LIFE sAFE7Y Si PAND CONSISTS OF 0.039' GALVANIZED STEEL STOIRW PANEL AS
<br />SECTION B-B
<br />PER CONONENT SHEET 2 OF DRIMRNG.
<br />SGLIE 3/32'-1'
<br />THIS ITSELF m K REMCNED OR RLSTALLED FROM THE INSIDE of
<br />STRUCTURE
<br />3 LIFE SAFE7r MWIANES TOP TICK TO K COMPONENT CD At 9DTTOW TRACK To
<br />too
<br />K AS PER SIEiT 2 of THIS DAMNING.
<br />COMPONENT�Y K N9TAULED wNt OR FLOOR MOUNTED FOLLOWING SECTIONS , a
<br />�......•
<br />...... N W1., •'_•Z
<br />2 ON 7W5 AS WELL AS fSETMt4 t ! 2 ON SLEET 14.MCA
<br />`T
<br />4. MN. LENONt FOR COMPONENT® L3 ts'�.
<br />FLORIDA R JILDWO CODE Y N1
<br />Mo3. ANCHOR BPAGNG FOR COMPONENT ®ANCNORNOE ATBOTTOM B CRhT1 ON
<br />C �'
<br />° 1A,1oO. uc
<br />20 BATE OALVANRED STEM STORM PANEL
<br />SOIEOU.ES 1a 2. SHEEN 14.
<br />*?
<br />*,
<br />COMPONENT®MAY K PERMANENT OR REMOVABLE.
<br />S. KE DETAILS FOR NSTALLATION INTO WOOD RMiE 9UAJW= ON SHEET 11
<br />q
<br />'P�F .,,
<br />on �'
<br />IL E C OGLOUANC.
<br />L PROTEE00CT N PRODUCTS, W
<br />I SEE SHEET 4 FOR DETAL APPLICABLE 10 THE NECESS" FOR THE INSTALLATION OF
<br />�S$
<br />�)p�
<br />Ma WAWA
<br />SPACERS AT TRICKS N A LED A AACENL AND KYONO TO STWCO/M000 SAIM,
<br />N
<br />l,w r 44PAIa w>M
<br />now. OM4IeFTw Ac' •NA av
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (o.s_f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH wLw SCHEDULE
<br />pEw1wAM &LO.
<br />WALL {Ci1M
<br />(°EE�
<br />AwN■a� p1
<br />10 WNt
<br />/y]p
<br />OON 6
<br />p �pp�w
<br />s �IKIOpI
<br />+aaA -TEA
<br />Y-r OR t>:
<br />2 I/r
<br />UNSOLIM
<br />I THIN / r 7
<br />+30A. -TVA
<br />s'-W TO r-r IS .
<br />2 3/4,
<br />UOOLWD
<br />I TIM S a 1
<br />+tw -71LO
<br />W-r To W-3• Na
<br />2 1/r
<br />+4" -490
<br />ir-e on UETt
<br />3 1/3r
<br />' •� •N+
<br />• • a 10
<br />• DEMO W/ +f4'S-2W' >s rs At TOWN a OA04P 11Ot81NN OF MALL
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (1-s_f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n A INSTALLATION
<br />INTO EXISTING CONCRETE AI[ CONCRETE BLM STRUCTURES
<br />(INLID ONLY MR FAMOSM& Q 911FYLATONS AS PER SECTIONS 1 TIM 7. ON wms 4 ! 01
<br />WAIAN ABA.
<br />Do"
<br />Mt►w (►a1a
<br />WOMAN A O1oM WNW FOR ELL - 3 1/r -
<br />APPUOMKK 10
<br />stanwo f i
<br />Off OF TA IM7_N
<br />WWARI FAlln
<br />UNION t• (R)
<br />&MOON
<br />Or TM•-KP
<br />ONK-w
<br />POMUM few 0
<br />AFAMLIW[ TAUS
<br />ToC0IICAm
<br />lONaPt[O
<br />10 tONtlICR
<br />O�N
<br />To OwwRK
<br />O� R
<br />10 OwIwRR
<br />CORCOM
<br />ToOwltllTl
<br />{7 12
<br />or
<br />MIA
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />■•
<br />#A
<br />0•
<br />A✓A
<br />1 (TOP)
<br />r
<br />r
<br />WA
<br />WA
<br />r
<br />r
<br />r
<br />r
<br />Ir
<br />r
<br />, MOMM)
<br />S•
<br />KM
<br />WA
<br />N/A
<br />r
<br />N/A
<br />S'
<br />N/A
<br />r
<br />N/A
<br />3 (XIM
<br />49a.a -ri0
<br />On LEM
<br />r
<br />WA
<br />WA
<br />N/A
<br />r
<br />N/A
<br />°'
<br />R/A
<br />w
<br />N/A
<br />2 0&]roq
<br />r-r an WENS
<br />r
<br />N/A
<br />OVA
<br />N/A
<br />r
<br />NIA
<br />•'
<br />N/A
<br />r
<br />N/A
<br />3 a 4 (TOP)
<br />r
<br />r
<br />N/A
<br />N/A
<br />A•
<br />or
<br />r
<br />r
<br />r
<br />r
<br />3 UO+SN+)
<br />Ir
<br />NA
<br />WA
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />7 f1OP)
<br />r
<br />a'
<br />WA
<br />wo,
<br />r
<br />r
<br />r
<br />r
<br />r
<br />r
<br />4 a 7 own**
<br />N/A
<br />NA
<br />it ,/r
<br />S 1/4'
<br />,3 ,/S'
<br />6 ,/r
<br />S 1/.•
<br />S ,/4'
<br />6 1/4•
<br />0 I/4-
<br />6 ow/W7oW0
<br />3K IAMB W a 11 FIR ANCHOW ME A SPAOWO FOIL NSVLLIM" WIO 11000 MINE BItDST.
<br />WAWA ANDOR YAWIM AND MAOAN WK OWWa AK 010110010 ON *0 , a%L IN Lw LEM
<br />M l,OM0100 NCO FOR 0POWIQW01011 W t ]'OISILL IPLVM ]M C UINGPX OINNam 00 WPM" K
<br />WKL Por K U R TIM tAN■■w wow MOM= FIN T01 AND" POP[ a MwIwM LOW&
<br />AAO M
<br />1/4'a
<br />1 1/4U
<br />/
<br />1/41,
<br />1 V^
<br />t/4'P
<br />trml
<br />1w /W�w
<br />X=
<br />MW4■
<br />0
<br />Aso
<br />M MAa WMww
<br />]
<br />7
<br />]
<br />1
<br />a t,1
<br />3
<br />-AAA o a-P,r aJ
<br />]
<br />]
<br />3
<br />]
<br />A
<br />] ,n
<br />1..A.a1 afA.AP w OAJ
<br />3
<br />a
<br />3 IA
<br />A,
<br />4
<br />3 1q
<br />AKIL 4 I
<br />wow
<br />, wr:
<br />#
<br />-
<br />],
<br />AN
<br />M
<br />I
<br />I
<br />1
<br />1
<br />I
<br />i
<br />3
<br />1
<br />Fall ow,
<br />ro OIASL
<br />t
<br />1
<br />1
<br />ED
<br />I
<br />1
<br />'
<br />1
<br />y1
<br />��
<br />,//.' w , s/► ems ■ALP
<br />XA
<br />tll/ 1/4Y-iww' S.L NS, 0 °
<br />I t
<br />I
<br />$
<br />Fa PMn LOMRt UP m r-r AW /
<br />1/r O.C. FOR Umns LIP 70 r-r Ma
<br />M• AR
<br />AOIRAR I
<br />OR FiMo NIIalIlA1E NIaIAIE D oA
<br />AW6WI[ PLIi ♦ 11 1/r Q G ,RED 1
<br />1
<br />/ MA 71N/AD PDONVA N a
<br />Or 009= Wm PURE IN
<br />ALL Low" UP ro r-r M•a
<br />WALE 3 1
<br />I. INSTALLATIONS ARE ONLY VALID FOR WRDINGS WITH AS.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 PSF AND PANELS LENGTH UP TO 8•-B-
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO K SOUTHERN
<br />PRE NO. 2. w/ SPECIFIC DENSITY OF 0.55 OR EOAL
<br />TOP a BOTTOM MOUNTINGS CAN BE
<br />COMBINEDINANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />STLAX 1
<br />1
<br />HONE
<br />® � '.�-3•...-j a � A��a
<br />OR I
<br />OR Dow NoUIT i yyySq ANCHOR SPACINC
<br />Wow
<br />__._.,•_r NIA- -------
<br />DETAIL 1 : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1)
<br />SOME: 3/1r - 1•
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R,WBA .)_AND
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT n FOR
<br />INSTALLATIONS INTO CONCRETE !CONCRETE BLOCK STRUCTURES
<br />st3aetnr S I : QW/ WAu NOLW! CAOR■f1R MOP ! BD71D11 W/ ED. . 3 1/2-
<br />ALTERNAII
<br />UXXTJON
<br />AT END PANEL
<br />0
<br />BEE I i f►L A I I -INTEMOR PANEL `ENO PANEL
<br />®IN B 4 s<ItotAE SD+mME
<br />now
<br />a roll r
<br />M SPACNa 110sP.GT i
<br />L 1'-r NAIL I
<br />DETAIL 2 FLnOR MOUNTING INSTALLATION (APPLCABLE TO SCHEDULE 2)
<br />OGEE: 3/,r - r -
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING s.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH eLw SCHEDULE
<br />(�gE OIA.Y m 19LTIOIM , ! : POUTED roa uPS�stew�
<br />9VSTd ON SNE[7 13L
<br />WUW W ASA
<br />arm
<br />PIIINt1E
<br />NAM f
<br />NP
<br />OF lW-iR►
<br />OY.1
<br />PMDWMt IOKE O
<br />PA,DAaK FIUa
<br />MPOGAd To
<br />a Dhow f a
<br />KOq&AwW
<br />It"
<br />,Ae■wAt PVNEL
<br />tANOM t' OL)
<br />OwcomON!
<br />1*
<br />DOII10
<br />BIOD(
<br />ro
<br />mcne E
<br />am
<br />ro
<br />101co TE
<br />TO
<br />CONCRETE
<br />�Km
<br />cDNEMTE
<br />am
<br />ro
<br />9lOdt
<br />33.0. -72.0
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />W/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />1 A 2
<br />6'-0OR LESS
<br />r
<br />7'
<br />r
<br />1'
<br />r
<br />!•
<br />9.
<br />1'
<br />r
<br />1 (BOTTOM)
<br />+35A -72.0
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />6-
<br />N/A
<br />1 At 2 (TOP)
<br />5'-0' TOT_r
<br />••
<br />5-
<br />!•
<br />r
<br />9'
<br />7 1/2'
<br />91
<br />9'
<br />1.
<br />1 (BOTTOM)
<br />+ssA -72A
<br />r
<br />N/A
<br />WA
<br />N/A
<br />1•
<br />N/A
<br />6-
<br />WA
<br />6'
<br />1
<br />1 ! 2 (TOP)
<br />r-r i0 r r
<br />9•
<br />4'
<br />r
<br />6'
<br />9•
<br />6`
<br />B•
<br />r
<br />r
<br />6•
<br />I (eD77GR+)
<br />WWA1 NASA
<br />AWeNIt
<br />, batB • s/r rw r■RN eF tF AIAQ
<br />At I THIN • r w AOA HOP R MAQ
<br />SECEW
<br />W7pAXWM
<br />lEl1OM 'i
<br />-
<br />-
<br />d
<br />O TEEM
<br />+49.2 -61.7
<br />3- t 3•
<br />4 t
<br />4 I1r
<br />2 (BOTTOM)
<br />71-6. OR LESS
<br />+522 -664
<br />3• 3-
<br />r
<br />4•
<br />2 (BOTTOM)
<br />r-r OR LESS
<br />+66.0 -72.0
<br />2 1/r 2 1/2'
<br />4-
<br />3 1/2'
<br />2 (BOTTOM)
<br />7•-r OR LESS
<br />+Sb.O -72.0
<br />2 1/2' 2 1/2'
<br />X/A
<br />NI/A
<br />Z (80770M)
<br />r-6•
<br />+SS.O -72.0
<br />N/A N/A
<br />3'
<br />3'
<br />2 (BORON)
<br />r-r
<br />1!e■A ASa otw
<br />nwa a wR►
<br />N-. AN& uwial
<br />l• N
<br />WON"
<br />UNION .A►
<br />O im 1
<br />111 SORT 1s POR MOTH ME a SPRING RM smmw w& SRO ow FMt Biam
<br />memo A„ " SNCY I me A■ mm on mmu MW &010MW ON AIM to=U L POP
<br />EA I= TON ICCM ON SOMU MMUCE ANCHOR SPPM& BT M LAPLIMo SP CM
<br />aim aN 10011OME Sf wt FM"N 0 FACIM FIDE INS OPOW ON 1a K P01M1L
<br />1111011010 LACK OBTAINED UM TAM INA L NOT K UM w1A1 MANNA WUM
<br />POUND FOR VCH ANCHOR TIN It ANOWAS LOOM
<br />ARBOR M1/4-.
<br />1/4i
<br />1 1/4SA
<br />111r.
<br />1/4*.
<br />1wmN
<br />W tlwawPowONK-A
<br />YA mm wom w
<br />i
<br />3
<br />i
<br />3
<br />a 1/2
<br />•'sm. 9•J
<br />Part tYt N
<br />]
<br />D
<br />7
<br />3
<br />3
<br />3
<br />a
<br />3 ,p
<br />314
<br />4
<br />ARIL d am loom
<br />RUIN
<br />3►
<br />.t►
<br />-
<br />_
<br />-
<br />r
<br />(VND ONLY MR PANELS
<br />AS PER SECTIONS 1 TWIN 10. ON SHEETS 4. / At 6)
<br />t►tNMA
<br />ASA DENIN
<br />PWLtaLwE
<br />AN"
<br />MASRAA MINORS °MEIN FOR ED. - 3 t/r -
<br />10
<br />ucT&A F a
<br />OOTNBIIOAON
<br />or TV"(wa
<br />MAwMA MIIi
<br />Loom v (IL)
<br />TANM
<br />OF TAP -OAP
<br />CAM-M
<br />■R3M RARE iD.LL0
<br />PONLA OE IOUs
<br />SOW
<br />VaIA 9tT
<br />DOMatIE
<br />m
<br />D
<br />m caNDtic
<br />10
<br />SIM
<br />TOoONDt+E
<br />TO
<br />r
<br />BLOW
<br />TOaonN1E1E
<br />To
<br />o
<br />SLOCK
<br />TOcacKtE
<br />TO
<br />TOa6xastE
<br />10AW
<br />KM
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />1'
<br />4-
<br />N/A
<br />N/A
<br />6`
<br />1'
<br />Ir
<br />6'
<br />r
<br />S'
<br />N/A
<br />N/A
<br />1 (WTmM)
<br />Ir
<br />N/A
<br />N/A
<br />N/A
<br />I r
<br />N/A
<br />6•
<br />N/A
<br />I 6-
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />r
<br />N/A
<br />I N/A
<br />N/A
<br />r
<br />N/A
<br />5'
<br />N/A
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />2 (BORON)
<br />56A, -72.0
<br />1'
<br />N/A
<br />N/A
<br />WA
<br />8'
<br />N/A
<br />6'
<br />N/A
<br />1•
<br />N/A
<br />N/A
<br />N/A
<br />3 a 4 (TOP)
<br />>r-0' TO r-r
<br />OR LF59
<br />r
<br />4-
<br />N/A
<br />N/A
<br />6'
<br />r
<br />6'
<br />1'
<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 />r
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />a•
<br />4•
<br />WA
<br />N/A
<br />6•
<br />0'
<br />6'
<br />1'
<br />6'
<br />6'
<br />N/A
<br />N/A
<br />4 a 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2•
<br />6 1/4'
<br />1 12 1/2'
<br />1 1/4'
<br />6 1/4'
<br />6 1/4-
<br />0 1/4•
<br />6 1/4'
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />DOA. -63.3
<br />N/A
<br />N/A
<br />12 1/2'
<br />6 1/4'
<br />12 1/2-
<br />6 1/4•
<br />a 1/4-
<br />6 1/4•
<br />6 1/4'
<br />6 1/r
<br />N/A
<br />N/A
<br />6 (TOP/BOMM)
<br />'-6' TO 11'-r
<br />%A• -72.0
<br />N/A
<br />M/A
<br />6 1/4-
<br />N/A
<br />6 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 />N/A
<br />6 (TOP/BOTMM)
<br />-9' 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 I/4-
<br />6 1/4-
<br />4 1/4'
<br />6 1/4'
<br />L 9. 10 (TOP)
<br />_IN0
<br />r
<br />41
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />6•
<br />6 1/4-
<br />6 1/4-
<br />a (BOTTOM)
<br />OR LESS
<br />r
<br />4-
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />r
<br />/ 1/4'
<br />8 1/4'
<br />9 (BOTTOM)
<br />12'-4' OR LESS
<br />M/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />0 1/r
<br />6 1//'
<br />6 1/4'
<br />8 1/4•
<br />10 (BOTTOM)
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<br />MOM ANCHOR 8PAO100 MID WOMAN OW OSTANCE ARE SWAM ON THIS SNIEDULL FOR EA LSS
<br />THAN MINED ON SO IBLIA NIXAM ANONOI VACANT BY MAWkY.IO fMp& INDIN ON SLYMOUL W
<br />M FOLLOW& TACTUAL FOR Teo OPONOON TO K fOOMLL KOYCW SPACWT OWNWID UW4 PACIV 1
<br />SI11LL ANY K us TIM M10MA VPO* women to OIDI ANCHOR Im AT PAN"= LEOOD.
<br />MAa 7
<br />t/•1
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<br />1/41
<br />Wool
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<br />Wto-Kt
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<br />3
<br />3
<br />3
<br />3
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<br />3
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<br />3
<br />1
<br />3
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<br />3
<br />3 ,/2
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<br />ECLMGY! s/9.1
<br />SCALE 3/8-1
<br />E■b'i:
<br />1. INSTALLATIONS FINE ALTERNATNES ON. ON a ION ONLY VALID FOR
<br />51JUIICS KM A.S.D. DESIGN LOADS UN' TO +43A. -48.0 PAN. AND
<br />PAEVS LENGTH UP TO 12'-4'
<br />L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO K SOUTHERN
<br />POE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOWL
<br />MmF cm &TOM aF 4Ft TIOLIR
<br />TOP a BOTTOM MOUNTINGS CAN K
<br />COMBND N ANY WAY TO SUIT ANY
<br />1/4•02 1Mm, A. SO TO w r 0V/
<br />TO'/Emm wm wA
<br />J \
<br />2 Val-,`
<br />I ■
<br />I �
<br />I �
<br />I
<br />I
<br />OOt Aii°DIu■IrowaER
<br />sm
<br />W'0� I ALTERNATIVE 1 ALTERNATIVE 2
<br />4v.r N1awNE
<br />I ro ' ,s 1 O.O.
<br />I
<br />sPIT
<br />I I c0
<br />- M EDUM PLATE
<br />am AIM
<br />8 D.A ALTERNATIVE 3 ALTERNATIVE 4
<br />�r. LAO 7CI Oat • r oA W/ , I/r
<br />1/4 i rwr WA&w& y
<br />tp^r-so-r u Na w r ac IR
<br />PNOLNTE M"" 10 M ALTERNATIVE WOOD FRAME CONDITIONS A( ANCHOR LOCATIONS
<br />ALU3 w 0' WAIL W/_I -,/r M.. WALL' W . I•
<br />PENE"W N ro e1AnR WOOD ai
<br />PtA/E NOTE A WA1tTEW TRAGIC NOT !1O■M roR aMOY
<br />e •»FOR
<br />�1
<br />W
<br />LOOM
<br />E ,)
<br />. M ,1 • ' Ili. �� Y 1.•.,
<br />WALL MOUNTING INSTALLATION
<br />ALTERNATIVE 1 W
<br />sm 4w-1•
<br />ISM:
<br />1. MVLAIWM AK ONLY VA1D IN 9`40"M WITH A" OEM LOAN UP t0
<br />*WA -no M me PMEL'8 tam IV TO r-r.
<br />FRAME CMGMXVM LPL NON. L r% vow ODOW A am DOR IMUN. MOMENT TO K fOfi6N
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<br />SHEET N0.
<br />SH 1,1
<br />
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