|
WALL AND FLOOR MOUNTING INSTALLATION FOR I
<br />SPLIT PANELS
<br />/• 2tir bra.
<br />I c
<br />t• � • e1Bw4
<br />IAM
<br />a 4�1NLYua
<br />a INi.
<br />t
<br />c
<br />lieam
<br />SI
<br />1 ♦ . 1• SAIL 1
<br />-r e4 mn
<br />W,IN woo
<br />t
<br />1
<br />I
<br />I
<br />�f) 1 iN00. _•
<br />/ A.Y= a+am
<br />a
<br />'a/ 161.s1111 1MIf. M
<br />eRAaBN
<br />�Mra'/4i2MKw�
<br />r1
<br />DUAL�l
<br />SECTION Y-Y-Y
<br />arALE w .r
<br />Mw. MULLION
<br />VAN (n) •
<br />FEWAIC W.
<br />%M TALON »
<br />4 4•-r
<br />r . r . I/9•
<br />> b•-a' ro r-Ir
<br />2• . e• . t
<br />4• 4Y
<br />( mPam a a0
<br />=aaa/ ` - i
<br />�I
<br />Sam a a 0) `�J __� PIPM 4 3. ,. a • •
<br />cr T
<br />SPANS ASp pE�OI�
<br />• V 10 ♦eL FOQt % .OMIPKp -Wl WIND
<br />" °RnRm
<br />SECTION 1 :�.�D 1i'f'�o1R
<br />SOME 3/M1'
<br />MOIL• pMILLIOOTBTpCAN ALTSOOOaE 9LILApULDDmBID STORM PANELS ON TOP
<br />T IV Oltlt 90T10M OF OPOMq.
<br />ni
<br />(OK MIEL OPEMSN TUBS SIP
<br />raR
<br />mTAl2 ATIOu - ALTSMIAmff 2W
<br />SCALE:
<br />1/r . r
<br />mom
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5, -72.0 p.af. AND PANEL'S L.ENCTH UP TO
<br />2. FOR NEW WOOD FRAME MNSTRl1CT10N: wlloo MEMBERS TO BE SOUTHERN
<br />PINE No. 2. W/ SPECIM DENSITY OF 0.55 OR EOUAL
<br />Mpg FOR C�MINIMIM OF SECTIONS:
<br />TOP t BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />OONOADE IIMH10A6 0
<br />SHVIT 4)
<br />� I•o1R9
<br />Olt
<br />RISTAl1A LIVE S1M
<br />SCALE- 1/4• . 1'
<br />I I
<br />I I
<br />1..IQ 2OldAt I - Poem
<br />IFelt I I
<br />lea 7E1NIM110M
<br />■
<br />•,/Toe.
<br />1 "' " 1•/ {/9• M4 (1'JwF 9 _ 1 4'M.IS %
<br />cm off. 1/14 ^,odf: 2 I oc 11 r Ma �D�E p•[ m .: ,
<br />S if
<br />QQ
<br />an
<br />J L1 da aR.
<br />I C I
<br />6
<br />/ I
<br />I i
<br />woad
<br />AmMlm
<br />r I I I
<br />aWam " an
<br />fP+E stleMA2 4) , , ,• ,
<br />SWEET 14) PMMm coucmm
<br />A{MIB[O CMHC,Im APKt40R6 '`t.
<br />Va �1
<br />(Q SHUT f4) �'•'
<br />WA11 ANO FL_�OR NOLnr ;; INITAL L
<br />ATM
<br />- SECTION I SCALe 3/e' - 1 - SECTION 2 SCALE: 3/8• - 1-
<br />������uu���:
<br />1. LIFE SAFETY STORM PANEL CAN K LOCATED AS M ENO PANEL (MST OR LAST PALL)
<br />OR AS AN INTERIOR PANEL (ANY PANEL LOCATION N BETWEEN ENO PANELS).
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE 11ffALLD ADJACENT 70 REGULAR PANELS
<br />(YI/ OR W/O NODULAR TRACKS.)
<br />I. IJFE SAFETY LOP19WiS OF GAM` OALIMNI2E0 STEEL STOW PEEL AS
<br />�PANEL
<br />PER CaDOPEMAL1DI0i' SHEU 2 of OFIANING,
<br />THIS PANEL (SELF TO x REMOVED OR INSTALLED FROM THE N/SIOE OF
<br />9TRUCRAE,
<br />J. In SAET• REVAM TOP T%MX TO 6E COMMONER 0 A 9MTOM TRACK TO
<br />A T11
<br />t a PER 1H1Qt 2 rx THIS oRRWWNO.
<br />COMPOPIlM ■ afsrALLEo e1ALL ON FLOOR MOUNTED FOLLOWING SECTIONS 1 !
<br />EP......,
<br />.�''`.:
<br />2 ON THIS . As WELL AS DUALS , ! 2 ON 81EE1 ,..
<br />4. WL LENGTH FOR COMPONENT B IV.
<br />�' �•
<br />Mom. ANCHOR SPACING FOR COMPONENT VANC110RAOL AT BORON MGM ON
<br />SpEDWfS It 2. SHEET 14.
<br />COMPONENT®MAY K KRMWEM ON RENIdMME.
<br />ON SHEET IS.
<br />q
<br />9''•
<br />I SEE DUALS FOR INSTALLATION INTO WOOD FRAME BIA OINCS
<br />A SEE SHEET 4 FOR DETAIL APPUCASKE 10 THE NECESSITY FOR THE INSTAl1A1GN OF
<br />SPACERS AT TRACKS NWALLF.O ADJACENT AND BEYOND TO STUCCO/MOOD BANDS.
<br />A
<br />it
<br />va�
<br />t
<br />LAM. I.uewe fRN • MM Imam
<br />1
<br />SPLff STORM PAMF A?Ia1
<br />suME 1� 1
<br />CFxINo t FLeole u0u9ITIND Wyi A naoR Nouwfwo
<br />INSTAILTION - LLTElNAT1VE lW ■STAWTIONS - ALT[■IATIME BIM
<br />(SECTION AT TOP 19 UNITED TO +603-67.0 MAX. SCMI� 1/4• . 1•
<br />A.S.D. OEM PREHBURE RA7I10)
<br />So" 1/4' - 1'
<br />1
<br />• NiYN 1
<br />4er • n 1 .n
<br />rAr � 4Nw
<br />• er 4aINM,
<br />r wrl .us
<br />IMlTAILTION - SECTION AAW
<br />!CALL. 1/4- . 1•
<br />nowesommunwoomno
<br />IN
<br />L04A 2/4 20A 3/4 01 V4 I L*1. 2, R 1iW/1S y1� � ! 1W/15
<br />I --1 ON LIFE SAFETY PANEL L
<br />AKA w/14o LIFE SAFETY PANELS
<br />I LOGWIOM a< LiL ( NOTE imAST
<br />I
<br />-' ----- --- I... AEMNM PANELS W/ OP
<br />1 wm Pw,a _._
<br />W/o ma" TRAILS
<br />(SEE MOTE 1
<br />aDAw) • St% K wrOAprO IIPIL
<br />OPTION &I FOR WEE KETY
<br />Un>em ILro
<br />STORM ALWM•6 SS PAOWOm W AEAA 11AIaE
<br />FANELM
<br />ro PCLMN B INRNOm
<br />TO BE *Gt-LLO a POIOMO Fao1N NNMOE
<br />ELEVATION
<br />OF ST
<br />SCALE 3/32--l'
<br />NAAwMpa
<br />fp
<br />TIE NC ,)"Oat ��Aa1E /O
<br />SECTION B-B
<br />SCALE 3/32--t•
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m-f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH NO SCHEDULE
<br />.r ....
<br />'"t l lR] 1N
<br />CAM
<br />r NO � YOGI
<br />+/La -72A
<br />r-r OS Ila
<br />2 1/r
<br />um m
<br />, ,NOT e a 7
<br />40" -72A
<br />7Y_r ro ram• Nw.
<br />2 3/4•
<br />IUBOI>m
<br />I IIRW 5 a 1
<br />.MA. -TLO
<br />ar-e• TO 111-2 N.a
<br />2 1/r
<br />' ••
<br />6
<br />+4Aa -4LD
<br />Ir-4' OR LESS
<br />] 1/2-
<br />' mr M LIT"
<br />a 9 A to
<br />aim r/ t/4'9-0O,' 23 " A 0~ A 0~ a UNWH M MO.
<br />f1NID ONLY FOR PMMZ(1)A aM EMALLa&6 AS POI SEI MM 1 TWU 7. ON IH1� 4 A 61
<br />i#MMN ALE.
<br />DEwCH
<br />MIND M.IN
<br />WWAIM MOe O MMOM FOR EL - 2 1/r »
<br />APRIOASE ro
<br />atoms IF A
<br />1gN
<br />for Tom
<br />HHMBAM PMa
<br />Ls1aM i' (a.i
<br />TMmM
<br />OP UP -OW
<br />0MR-N
<br />M AIAWL POMt w
<br />P.Nam, Raw
<br />m Comcom
<br />70
<br />CONCRETE
<br />TOCONCOM
<br />10
<br />OBIOBR
<br />l0 OBOBR
<br />0IP1�
<br />A CMCR [
<br />OMACKM
<br />SUICK
<br />to.
<br />to
<br />0011p100
<br />r
<br />*/A
<br />WA
<br />N/A
<br />r
<br />WA
<br />r
<br />r
<br />NAL
<br />I fFOPI
<br />e
<br />r
<br />N/A
<br />"/A
<br />r
<br />r
<br />r
<br />r
<br />Ir
<br />r
<br />N/A
<br />N/A
<br />WA
<br />r
<br />N/A
<br />{'
<br />WA
<br />4'
<br />N/A
<br />2 p0►)
<br />r
<br />N/A
<br />WA
<br />N/A
<br />.•
<br />WA
<br />5'
<br />WA
<br />r
<br />N/A
<br />2 ow"Deo
<br />+SSA -TEA
<br />6•
<br />N/A
<br />N/A
<br />WA
<br />a•
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />] A 4 (10P)
<br />r-r an LCM
<br />ON LESS
<br />6.
<br />6'
<br />WA
<br />N/A
<br />r
<br />r
<br />r
<br />r
<br />{'
<br />{'
<br />3 mom*
<br />r
<br />WA
<br />N/A
<br />N/A
<br />{
<br />WA
<br />{
<br />WA
<br />7 mm
<br />r
<br />r
<br />WA
<br />WA
<br />r
<br />r
<br />P
<br />r
<br />r
<br />r
<br />4 A 7 p,mWAO
<br />WA
<br />a^
<br />12 1/r
<br />0 1/4'
<br />,2 ,/Y
<br />• 1/4•
<br />{ f/4'
<br />0 I/4•
<br />6 1/4•
<br />a 1/4'
<br />S (roP/eOTTOt+)
<br />am atSSte 10. 11 M MCMM WIS A W CaM M MMUA=W WM a00 PAMPA 9 NOaM
<br />MIIIIIM MDIN1 21MOSIOa AM t1alIAM SIDE M M0[ ANE MOM a WM SO=" TON EA. LESS
<br />CHIP NOCATN ON M MITE I = MOM WI=M IN WAWPLtM StMp00 *0011 ON SCHSIWE W
<br />WE MLOAaM FWMW POR eM OrcwMN m DE PO•SML AMU= UNIONS OWSO LINO M MO
<br />OWL NOT Be LA 110e1 IMMM tPAow NOWO IN LOCH MOOR Itaf AT MCHOM LISDM.
<br />Ar•Iw LINT
<br />.. 1 4i
<br />VR=
<br />1/4'.
<br />1 1'.
<br />1 4i
<br />1/4•.
<br />aUhM
<br />Y4Q
<br />M or -or
<br />MIL Am= Mws
<br />]
<br />]
<br />s
<br />s
<br />2 ,/2
<br />]
<br />'•r�+rW Pe4Nr4 W
<br />to rM orr ar AV
<br />a
<br />a
<br />]
<br />a
<br />s
<br />a e^
<br />a
<br />2
<br />ATM 9►
<br />IROMR
<br />1
<br />M
<br />a
<br />I,
<br />«
<br />4«
<br />r
<br />] I
<br />tm
<br />«
<br />+«
<br />2SS/aM11-
<br />�.
<br />�ifn!■
<br />y.n
<br />OI]:•.
<br />.III
<br />11... Itl 4.
<br />0
<br />IA;' Ill .tl!.+
<br />i; i
<br />.�11144.h
<br />mm
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +SONS, -72.0 PSF AND PANEL'S LENGTH UP TO r-B'-
<br />2. FOR NEW WOOD FRAME COP141RUCT1011: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOLIAL
<br />NOTE P'OR COYBWATION �
<br />TOP A BOTTOM MOUNRNCS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALATION.
<br />STUDS •
<br />0
<br />TO HOLD
<br />m
<br />Y� _ P all.d .'1 _ IL•. ."� L._�i • . IN
<br />. P rq•• r, t r. .I
<br />1-I 1�. �• nu•
<br />(STLIOa/2�u
<br />TO HOLD 0.0
<br />e/a• IN.
<br />�• NA.
<br />Q
<br />ALTERNATE
<br />AT ONO PANEL
<br />DETAIL 2
<br />INTMON PANEL -END PANEL
<br />SP�
<br />FLOOR MOUNTING LNSTALLATION SAPPUCABLE TO SCHEDULE 2)
<br />MAXIMUM
<br />A.S.D.
<br />SOMi1 3/1r - I -
<br />DESIGN PRESSURE RATING (pyiN) AND CORRESPONDING
<br />MAXIMUM
<br />YAPPIa•4rN
<br />SYSTELL ON 91E1t
<br />PANEL
<br />r ro r1r+.r
<br />t]t.
<br />LENGTH "0 SCHEDULE
<br />, A s SIDICdifil fSn �'T- SY37X STe[a, PAtEt
<br />toil" NS
<br />I1e2eu1Er
<br />UP=
<br />Or *P-SA►
<br />a"-M
<br />AaOMAW FI*U w
<br />PNONOE NB
<br />ammF/PUCe a
<br />Scow ION
<br />lift
<br />NNsam Pa-
<br />umm 1. OL)
<br />m
<br />mim
<br />towo cR
<br />DOHIeRtI[
<br />m
<br />CONCIETE
<br />at01a1
<br />ro
<br />ONEE
<br />TO
<br />�MDErt
<br />ACK
<br />10
<br />OW
<br />SS.O, -72.0
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />6-
<br />N/A
<br />S.
<br />M/A
<br />1 A 2
<br />S'-0' OR LESS
<br />e•
<br />7•
<br />e`
<br />6'
<br />r
<br />6'
<br />9•
<br />6'
<br />9'
<br />0'
<br />1 (SCITON)
<br />+55.0 -72.0
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />4'
<br />N/A
<br />6-
<br />N/A
<br />1 A 2 (TOP)
<br />S'-O' i0 7•-r
<br />9-
<br />5-
<br />r
<br />e•
<br />0'
<br />7 1/2'
<br />9•
<br />r
<br />9'
<br />9'
<br />1 (BOTTOM)
<br />+6a0 -72A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />0'
<br />N/A
<br />r
<br />N/A
<br />, A 2 (TOP)
<br />7'-0, TO 6'-r
<br />0'
<br />4'
<br />a•
<br />9"
<br />9'
<br />S'
<br />0'
<br />r
<br />S'
<br />6•
<br />I (60TTON)
<br />vmm "A
<br />rAo1UAE
<br />i (OIAw • IA• Nt M[I TOP M MI<Q
<br />OIM R WN1 • r NR. MOIL WB a Fg10
<br />APM,ICA!" TO
<br />SECTIONS A wy
<br />LIN'L
<br />c!QmEmmor
<br />THEM
<br />+492 -61.5
<br />r 3•
<br />4 , - 4 , r
<br />2 (•OLTOM)
<br />r-S' OR LESS
<br />+52.6 -66.0
<br />r 31
<br />4• 4-
<br />2 (IOTTOM)
<br />r-S- OR LSS
<br />+Sao -nA
<br />: 1/2• z t/Y
<br />4• 3 1/:
<br />2 (e6mOM)
<br />r-6 oR LEES
<br />SSA -MA
<br />2 1/2. 2 1/2-
<br />N/A WA
<br />2 (WOTTOM)
<br />7'-6• t0 e'-o-
<br />+SS.O -72.0
<br />N/A M/A
<br />3' Y
<br />2 (BOTTOM)
<br />r-r TO S-S'
<br />"MORN ASA orae
<br />PINlLIU.)
<br />few H,eNa IBBM
<br />• MJ
<br />'BM11p w
<br />N p1
<br />.I54 -Iu
<br />ra-RrWWwO
<br />P a/.•
<br />I,wM1SI
<br />SSI OW 15 FOR NlaNla /M'[ A SPCINO FCR NMLUAUG 0110 NO MM WAMM
<br />NOMN ANCHOR WV M06 A0 NOW" SILO[ gDEA = AN NOMM 00 See 5Mm1AL TITS
<br />[D. LOSS NNW NOOAI= SS $am" am= mom rom or ILA K"o MW1010
<br />91100E ON SOmsE BY TW FUJJM W MOM IN 100 WVW M ro DE POSSIBLE.
<br />AIplOm SkAM OULUM ,POLO FAC M1 MI,IL ON DE LL9S INIM Weaken NUM
<br />ROOM FOP SACRA MISSION "M AT AMM M LIMA
<br />AMsa YMt
<br />I/4-P
<br />1/411
<br />1/4 s
<br />1 0
<br />t omm
<br />O TM•4w►
<br />w{uyl
<br />eM Mom Somme
<br />S
<br />a
<br />]
<br />a
<br />2'/1
<br />•4NM4e1Nat, 9q
<br />]
<br />a
<br />a
<br />2
<br />3-
<br />PA-4 W
<br />Amm m
<br />MMIm
<br />IVALG ONLY FOR
<br />INFOLLAMONS AS PER SECTIONS 1 T1MM 10. ON SHINS 4. 6 A 6)
<br />MAN"
<br />WOMAN MM M 9R0I10 IN LO. - 3 ,/r »
<br />ALA DESIIN
<br />PRc92LAM
<br />MNM
<br />TIPCON
<br />or 7N-OM
<br />CNN
<br />-NI
<br />PtMO1AR
<br />FOWL 0
<br />1'AIfLNIIOE
<br />RDS
<br />SONG
<br />BIT
<br />APRIOMILK TO
<br />��
<br />a<,H1W
<br />VAN" POUND.
<br />�
<br />ro GONCAM
<br />ro
<br />came MR
<br />S10a
<br />ro coNcmm
<br />m
<br />60010"
<br />S OCH
<br />ro COHrJER
<br />m
<br />tp11G[R
<br />LLaa
<br />m OBr01WR
<br />m
<br />cONDET[
<br />Rea
<br />ro OOIrOWt[
<br />m
<br />COHeOMI!
<br />at=
<br />ro aolan[
<br />ro
<br />cOHIMMR
<br />It=
<br />0'
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />r
<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 />H/A
<br />6•
<br />0•
<br />a•
<br />6'
<br />r
<br />6•
<br />N/A
<br />N/A
<br />t (00"W)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />0-
<br />N/A
<br />6'
<br />N/A
<br />61
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />S'
<br />N/A
<br />S.
<br />NIA
<br />N/A
<br />N/A
<br />2 (BOR011)
<br />50.6, -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 A 4 (TOP)
<br />7r-S' TO r-r
<br />on LESS
<br />4-
<br />4-
<br />N/A
<br />N/A
<br />0`
<br />6'
<br />6'
<br />a'
<br />0'
<br />0'
<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 />6'
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />6'
<br />4"
<br />N/A
<br />N/A
<br />6-
<br />6'
<br />6'
<br />6-
<br />0'
<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 1/40
<br />12 1/2-
<br />6 1/4-
<br />4 1/4'
<br />6 1/4-
<br />5 1/4-
<br />6 1/4-
<br />N/A
<br />N/A
<br />S (TOP/BDTTOM)
<br />BOA. -63A
<br />N/A
<br />N/A
<br />12 1/2'
<br />6 1/4'
<br />12 1/r
<br />0 1/4-
<br />0 1/4'
<br />6 1/a-
<br />0 1/4-
<br />6 1/4-
<br />N/A
<br />N/A
<br />6 (TOP/e0TT0M)
<br />-a- 70
<br />66A• -72.0
<br />N/A
<br />N/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 />4 1/4•
<br />N/A
<br />N/A
<br />a (TOP/BOTTOM)
<br />•-r 70 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 />0 1/4•
<br />a. 9. 10 (TOP)
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<br />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 1/4-
<br />6 1/4•
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<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />/•
<br />_
<br />0 1/1
<br />6 1/4'
<br />9 (BOTTOM)
<br />OR LOS
<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-
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