|
mm�i°M«
<br />M4RI.. n
<br />D
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR mjYI'':
<br />SPLIT PANELS , EOICWt A m IA1SSTI9 «
<br />F_
<br />rr. / +L .-• . • (� ipi � I�D•o a t•�r � i°e�tlw0
<br />= r, r• ,PHA IWLR
<br />Oa a<,LALL . '• •.-.. 'or
<br />,. LaL` , 4,1 WMIR�•• O ' NO WON IL. r
<br />IT
<br />` MAIBL u.--.J ■ ITIISS 91oM: \ iN9lne
<br />SOIL 1 4 . ,• J METAIL I \ 1 1 1
<br />p /a x 1�s twn
<br />r"wOfOM" � M,.1A
<br />os[ sup
<br />/,iAa`N`i r ac 7�
<br />:gym
<br />MMaam
<br />CallE t/s'-I r
<br />�mm�ls'tieo
<br />MULLION SCHIMIE
<br />SS t,,a•
<br />SECTION 1
<br />laWt s/W-+'
<br />NOTE: MULLaM FAN AIUO E eIBTAIL"D N/0 atOw 1911E11 ON Top
<br />M BOTTOM >b TWIT R IB IOCATO A LOP M eOTmM or OPDNIO.
<br />(ONE ►Na MENID N/ 1UK Top a BOTTOM)
<br />IUUM AMR « ALTMOMME 1W
<br />LION 1/4- - 1•
<br />3
<br />®, •1 IIRI Son
<br />PM' 4I1,MO
<br />M4L NATION
<br />Wm (FL) •
<br />ragumm MbL
<br />TO9E tAALION «
<br />4 4•-r
<br />r . 3". l/0•
<br />> 4'-e' TO r-W
<br />r , 4' . I/4•
<br />I .�iN r�AAe Y.
<br />„M.
<br />E
<br />1WALL MOUM
<br />erxa I/4• . ,•
<br />1S: u V�°Pe
<br />�rYi�r,Mea wa„rMA
<br />r I1An
<br />/1ST11LT�IOM-Y�ILT� TIY[ 2W
<br />Scmuu- 1/0. 1•
<br />lYIZE2M
<br />1. INSTALLATIONS ARE ONLY VALID FOR BINLONGS WRAF A.S.D. DESIGN LOWS
<br />UP TO +55.5. -72.0 P•N.1. AND PANEL'S LENGTH UP TO e'-S'.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 11EMB[RS TO BE SOUTHERN
<br />PINE MO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL
<br />TOP IS: BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />COIDMER AMOHONa
<br />ow it)
<br />COICO M AO.rDM
<br />as MOHIDII" ON
<br />OHM 14)
<br />On se"Im"
<br />ISM 1°N
<br />POINRO 01101[i
<br />So
<br />■ �i a,
<br />3�
<br />''.II'(�II ■ r.nr.. ,.r•nr•. r.nr• r•nr. IMnMr •�nr•� ■
<br />H1,•;. I 71•,.i .n a i L•;.
<br />l�11J/16 t ileOt MOLD W� /i130R YOIIIlTINO
<br />UVAUAT10M - LLTE■IaTIV[ AW HIS1Al1ATU0NR - LLiERMaTIv[ STY
<br />(SECTION AT TOP 15 La6rtD TO +55.5-67.0 MAX SOME: 1/4• - 1-
<br />A.S.D. DESIGN PRE5911RE RUM)
<br />SOME: 1/4• . 1•
<br />r 11NI
<br />f rr :DOOM
<br />ar A9901SS
<br />� II,M AY.O
<br />t4Nismmo . Ia
<br />FLOOR MOUNITM
<br />INWAAIATM - SECTION AAW
<br />SCALE: 1/4• . 1•
<br />/•• 2/41 201 3/4 at 4/4 i T, 2.Ut TTILhW/IS 1,;II U21W/13
<br />-J ONI�it -A110NAm N-- P
<br />AREA W/NO LIFE SAFETY PAMU UWA M Of IIFEE NOTE IKLOW)
<br />I... RED" PANELS W/ OR-._.....y SAFETY PANEL
<br />W/o ROD" TRAM
<br />enaW) t • LAST PAIL FWD
<br />E NSTNIED'sOOEK Lf[ 7AP[TY 9101W1 PMn oPr3lRto awL
<br />Fr LtAtTt E PWWDFO •/ EM IMI1O[
<br />%///���•••--- fNA1AL OOOOOOOOONNNDDDOOOII.+++11,MWO�OO,M+000000 MEETYVIM SOW AS R Maw
<br />W,4T ,•7
<br />WALL YOUMNIG INSTALLATION WALL AND FLOOR MOUNTING Ii MUATION
<br />-_SECTION 1 SCALE: 3/8* - 1' -SECTION 22 WIME: 3/r - ,'
<br />HOMES ON LCL Samm: smRM PAPAL ew1Cu SSSLNI_A11MI
<br />I. LSE SA/f19Y STORM PANE. CAN KLOCATED AS AN END PANEL (FIRST OR LAST PANEL)
<br />OR AS AN KMODR PANEL. (ANY PALL LOCATION M BETWEEN DID PANELS).
<br />LIFE SAFETY PANELS AMY OR MAY NOT BE INSTALLED AU10DO TO ECULAR PALLS
<br />(W/ OR W/o REO" TRAM.)
<br />2. LIFE SAFETY PANf1 CONSISTS OF DAN' GALVANIZED STEEL STORM PANEL AS
<br />PER coMvolNfwr , RENT s a D1awN+D.
<br />THIS PANEL nSWm TO BE REMOVED ON INSTALLED FROM THE 14M OF
<br />STRICTURE.
<br />3. UFE !ARTY RFD)UIRE6 TOP iRACN t0 BE COMPONENT ma wrroM TACK To
<br />B[ AS PISt fHQi 2 Di TM DMSRR�.
<br />W
<br />fL�
<br />COMPONENT '1 E INSTALLED WALL OR FLOOR MOUNTED FOLI.OM1Am SECTIONS 1 a
<br />2 oN T1M , u WELL AS DETAILS 1 At 2 ON 91tEn 14.
<br />A Min. LENGTH FOR WYPOIILMmma 1r.
<br />Mm. ANCHOR SPACIIm F011 C0t1WS 1M®AN(3DRAGE AT BOTTOM IS MN ON
<br />SO[OLIS L! 2. SHEET 14.
<br />COMPONENT MAY E PERMANENT ON REAOVMLE.
<br />A SEE METALS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15,
<br />q
<br />yQ
<br />R SEE DOW 4 FOR DETAIL APPLICABLE TO THE WCESSRY FOR THE IWAlAT411 OF
<br />SPACERS AT TRACKS MSTALLED ADaAtOIT AND SEYOFD TO MCCO/WOOD BMW,
<br />PANEL(l) TO E DE OR MEMO= FROM A
<br />or
<br />EUVA (A[ ON SIM�NK
<br />SCALE 3/32'-1'
<br />Arl- GAP
<br />Zr. TOLE , N�iOMF I)
<br />SECTION B-B
<br />SCALE 3/32'-1•
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING AND CORRESPONDING
<br />YAXIl1UM PANEL LENGTN 00 SCHEDULE
<br />MAWNw
<br />(aEE`9hMoIM) H
<br />mN"I I
<br />c=6
<br />UM
<br />%raw
<br />+01q -73A
<br />71-r Olt LESS
<br />2 I/4•
<br />UIBOUEO
<br />t T1RN 9 a 7
<br />+Wt.l -7ED
<br />>r-a• it e'-e' MN.
<br />: 3/4*
<br />UNSOLVED
<br />I TIM e a 7
<br />+SSA, -710
<br />SSW-r To 1+•-r Ma
<br />3 1/3'
<br />• MA
<br />e
<br />IQ
<br />• 8XVED W 1/00-30W 11 M a IMM A CNOKAI IN 1001.9111111 O WAL
<br />m m ONLY no PAIES(1)a 0 swA mm As PER surnow T MW 7. a Maim 4 a al
<br />MINIMUM AJA.
<br />slimVAICOI
<br />PIC15=
<br />M O.)
<br />WOMAN NIMMNS IPMDM IN EL - a I/r
<br />ATUOai m
<br />Ef1M. / a
<br />MNm TAM
<br />INOAIN M14
<br />t010M t' (tU
<br />C7 TA►-aN►
<br />tPLN-W
<br />/MONO[ Paw[ O
<br />PAAaIMWE PUS
<br />m CONDOM
<br />19
<br />CaRIG4IS[1[
<br />70 ONCKM
<br />To
<br />OOM11oEU1[
<br />ro OWNER
<br />10
<br />m"mcam
<br />A Ow"m
<br />MAIOf AM
<br />ro ONICAM
<br />10
<br />aORNOR[ni[
<br />r
<br />WA
<br />WA
<br />M/A
<br />e•
<br />It/A
<br />••
<br />K4,
<br />•"
<br />&A
<br />1 (TOP)
<br />r
<br />I'
<br />IVA
<br />N/A
<br />or
<br />r
<br />r
<br />, (ownam)
<br />+SS.l -71LO
<br />r
<br />w1%
<br />N/A
<br />tyA
<br />a'
<br />WA
<br />a•
<br />N/A
<br />r
<br />N/A
<br />, (TOP)
<br />r-0' M LEIS
<br />r
<br />M/A
<br />VA
<br />WA
<br />1•
<br />N/A
<br />e"
<br />WA
<br />a•
<br />OVA
<br />9 (Sam"
<br />r
<br />N/A
<br />VA
<br />WA
<br />a•
<br />,VA
<br />r
<br />N/A
<br />."
<br />WA
<br />3 a 4 DO►)
<br />ON LEIS
<br />r
<br />a•
<br />IVA
<br />WA
<br />r
<br />r
<br />•
<br />w
<br />•'
<br />•'
<br />a aalTaw
<br />r
<br />WA
<br />WA
<br />WA
<br />r
<br />WA
<br />•'
<br />WA
<br />r
<br />VA
<br />7 (TA)
<br />Ir
<br />9'
<br />WA
<br />WA
<br />Ir
<br />N'
<br />e
<br />r
<br />a•
<br />r
<br />4 a 7 (BORON)
<br />N/A
<br />N/A
<br />1E t/r
<br />a ,/4'
<br />It I/r
<br />a 1/r
<br />a 1/r
<br />a 1/r
<br />6 t/4•
<br />• Ile
<br />9 (10►/90TO0
<br />SS" SNSSIS 10 • I I FOR ANOMONS TM a SNOW FOR SMA ATDMI ND Moo F,FSS NaITMR
<br />INNNW now 9 91M AID NMNM ODE mma ARE mom ON TO WINORL FM CA. LEN
<br />Rw #am= M FOMIaE MO MMODR P.M* Or utmv M wom was ON mm " or
<br />704 PWAMM PWMW FOR INS OPOWI011 ro K POSEL I== VACM 1 11 1RW11 IN"
<br />fMLL UDC IS 1"sS IINII 00410 VAO I NOWID FOR OWN AM M nK AT MINIONS LIGI M.
<br />ASSIII 7"
<br />1 4.11-
<br />LW90.
<br />1/44
<br />O 07-M
<br />1 K
<br />/ 4'.
<br />INK
<br />MA-91
<br />_ 1 K
<br />SaO-017
<br />M1, MOM 10010
<br />,
<br />9
<br />3
<br />3
<br />1 1/9
<br />a
<br />••w,.Di,.M •irMl IaJ
<br />1
<br />I
<br />3
<br />, «NnN «a
<br />$'B•1
<br />0
<br />a
<br />, IA
<br />3 1/3
<br />a 1A
<br />Nam rMpu woungm■R
<br />yr
<br />3,T1
<br />ITm
<br />40
<br />3• ---
<br />Im
<br />Im
<br />rm
<br />AS
<br />-
<br />3,
<br />N"0°Dmr �°B1
<br />La , e/r Low 9RASS amMO W/
<br />�6aR st Nl e 4 +/r O.C. IPA
<br />. U�K IV 10 S.
<br />AID a 1/4' Ot
<br />imm UP la r-r MM. on Ih IO
<br />A m Few" D an rmdLbm •
<br />Ir a C. Tam 1 I/i OL THRUM
<br />00=14 to "DIOR FOR AL Law" IV
<br />I
<br />1 -
<br />I
<br />•r
<br />i
<br />i
<br />1& , e/e• IONS 101010 MI114110
<br />/410-30r " " e a 1/4. 0.O
<br />AM LENDING V TO r-a• AM e
<br />O.C. FM LOOM UP TO W- 1 HM.
<br />• ihm P1aaaMlE /MOIL D M
<br />PLYi • ,2 , a O. Wnl1 I
<br />SON OF COMM rNO PLR NO
<br />umalm up To
<br />IYUTLi:
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS
<br />UP TD +55.5. -72.0 PSF AND PANEL'S LENGTH UP TD e•-e'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PDX NO. 2. W/ SPECIM DENSITY OF 0.55 OR EQUAL.
<br />TOP A BOTTOM MOUN11N05 CAN BE
<br />COMBM IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />snito a
<br />(( c
<br />Tbt llU p)
<br />UI
<br />1.1 ,1 � 11,• .- 1•, •Ill•. A
<br />LOCATION
<br />LOCATION
<br />AT IND ►NIEL.
<br />STIRS a EVEN
<br />914A A
<br />o. C
<br />i0 H(1lD PNIF
<br />1
<br />1/4' 1 i -2-1-
<br />TE I N f3I I I INTERIOR PAtIEL END CONE.
<br />OQ B j--T-• SPOCINO :12 rae `r
<br />I'-3 Nn.
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />SMALL 3/1r - I•
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (a.SS.i.) AND CORBESPONDING
<br />MAXIMUM PANEL LENGTH PALM SCHEDULE
<br />CAPPL-'•�A °kr TO er_ww,�r t a 2 RIOIGIaFn FOI• �sr 911FITY fIORMI PANEL
<br />srataN DN WLEQ w-
<br />NA m A&S.
<br />nimu t
<br />TAPOow
<br />OF 11P•ON
<br />OILN-e1
<br />FAMOUS row" D
<br />maNDE pmADOM
<br />AJ [ma /
<br />OF ram
<br />MOAN"10 FMIBL
<br />LDIWIH t• IIW
<br />TO
<br />Comem "
<br />0
<br />To
<br />CONCAM
<br />SLOW
<br />TOONICRO[
<br />comemTOO!
<br />10
<br />To
<br />To O„�E
<br />SOCK
<br />10I,'bwMlAyl
<br />910CN
<br />e
<br />N/A
<br />N/A
<br />N/A
<br />e•
<br />N/A
<br />S'
<br />N/A
<br />r
<br />N/A
<br />1 a 2
<br />81-0. OR LESS
<br />7•
<br />1•
<br />r
<br />r
<br />r
<br />9•
<br />r
<br />r
<br />9'
<br />1 (BOTTOM)
<br />+56.0
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />G'
<br />N/A
<br />S•
<br />N/A
<br />I Or 2 (TOP)
<br />5'-0• TO 7'-6'
<br />9'
<br />S•
<br />B•
<br />p'
<br />9•
<br />) ,/2'
<br />p•
<br />9•
<br />B•
<br />B'
<br />+ (BOTTOM)
<br />+a6.O -72.0
<br />6
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />p•
<br />N/A
<br />r
<br />N/A
<br />1 a 2 (TOP)
<br />r-0" TO r-r
<br />f•
<br />4•
<br />p,
<br />e,
<br />f•
<br />6'
<br />6'
<br />r
<br />e•
<br />e'
<br />I (BOTTOM)
<br />1 "0.
<br />Aaul=
<br />I (qIa 6 a/W' La. IO1 10► O MIND
<br />Oa 1 aM a r Iw /NON LOP O MNI)
<br />SECTIONS
<br />Come"
<br />MAOIAIM PMQ�
<br />lf.I1QM t• (fl.)
<br />-
<br />11LL1
<br />+49.2 •-0.5
<br />3' y
<br />♦ 1 • 4 1 Y
<br />2 (WTT°L)
<br />r-r OR In$
<br />452.8 -au
<br />3• 3'
<br />4• 4•
<br />2 (BOTTOM)
<br />Y-r OR LESS
<br />+65.0 -72A
<br />2 1/2- 2 1)2•
<br />4• 3 1/Z•
<br />2 (BOTTOM)
<br />7•-e• OR LESS
<br />+55.0 -12.0
<br />2 1/2• I 2 1/2•
<br />N/A N/A
<br />2 (BOTTOM)
<br />7'-B• TO e'-0•
<br />+SS.O -72A
<br />N/A N/A
<br />3' 3•
<br />2 (BOTTOM)
<br />r-s• TO
<br />twaw MA na,N
<br />na9SSMR
<br />IA«
<br />�10
<br />am
<br />.•e•. -Ian
<br />rx
<br />9 w
<br />OMMIO
<br />to a■F Is FOR mIODM INS a SMADRD FOR IIBfNLAT10lIB Kra lam MID s,ALma
<br />I11101610 MOM SAADant AM MIM M O0E 0611I06 AN 0100M Ea ON Ili at>aNAE. TOR
<br />LD, LEM IIOW 9DI000 OI so" " 1tO1DE ANCHOR lAOM or IRL11,0111 aMCMO
<br />2MOWN am MIN aY TIE fOLLOSSS ACMW FOR 11a OMMANON 10 SS POSSIBLE.
<br />0110110111) WOUND OVANO U9 MOM SMALL NO E U S MO M m VOCaN
<br />N010410 FOE. EAOI ANO ON TTK A ASOH l LSSSD.
<br />MSSISB 1NS
<br />1/1•.
<br />Dome
<br />+µ9
<br />O tAP•eN►
<br />1/4%
<br />1
<br />1/r.
<br />OMay1
<br />r AASSON 3W AVO
<br />a
<br />,
<br />9
<br />3
<br />a +p
<br />•NRUNMN (•Q
<br />a
<br />a
<br />a
<br />3
<br />3
<br />Nn'r"M ar Do
<br />1
<br />3
<br />7 tr
<br />D IA
<br />atoll a
<br />IWSSa
<br />_._.._.__1._._
<br />i
<br />-
<br />m
<br />-
<br />-LID
<br />-
<br />-
<br />--
<br />- -
<br />ASS
<br />r--
<br />(WX ONLY FOR PANELS
<br />AS PER WCIION6 I THIN 10. ON BMW$ 4. 5 a 0)
<br />NMeAM M04 M WNW IOU LO. - 3 1/3• «
<br />A 06 09SION
<br />PII[>eLAC
<br />MTI,q
<br />(p t.)
<br />TAPCON
<br />Lr TAP-W
<br />C/UI_w
<br />POWAM "w" D
<br />PAIOWIE PLUS
<br />SOLID SETT
<br />APPUOWI TO
<br />mr 9LCnm I a
<br />aw9NATDN
<br />or ntM
<br />MAW" PANEL
<br />L"Knt t' MJ
<br />ro tDNCAEIE
<br />TOTO
<br />d1AMUE
<br />■mI
<br />TOmIDEtE
<br />mllMoc
<br />BIG=
<br />m CommQOILM1i
<br />TO
<br />lOM
<br />m mNOETE
<br />TO
<br />mom
<br />ROM
<br />TO OOMCAM
<br />TO
<br />Comm
<br />RACK
<br />TO COMMIE
<br />ro
<br />OWN"
<br />IIOM
<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 />e•
<br />41
<br />N/A
<br />N/A
<br />1•
<br />a.
<br />S.
<br />r
<br />N/A
<br />N/A
<br />I (OOROM)
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />1•
<br />N/A
<br />1'
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />1•
<br />N/A
<br />N/A
<br />N/A
<br />e•
<br />N/A
<br />5'
<br />N/A
<br />5"
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />6S.S. -72.0
<br />e•
<br />N/A
<br />N/A
<br />N/A
<br />6'
<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-S' TO W-r
<br />OR LESS
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />6'
<br />r
<br />r
<br />6'
<br />6'
<br />r
<br />N/A
<br />N/A
<br />7 (BOTTOM)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />r
<br />N/A
<br />e•
<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 />0'
<br />6•
<br />6•
<br />6•
<br />N/A
<br />N/A
<br />4 a 7 (BORON)
<br />N/A
<br />N/A
<br />121/2-
<br />0 1/4•
<br />12 1/2'
<br />B 1/4•
<br />0 1/4-
<br />6 1/4-
<br />6 1/1.
<br />6 1/4'
<br />N/A
<br />N/A
<br />5 (TOP/BOSOM)
<br />00.0, -53.3
<br />N/A
<br />N/A
<br />12 1/2-
<br />6 1/4,
<br />12 1/2•
<br />0 1/4-
<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/1OTTON)
<br />•-6• TO 11•-2'
<br />56.0, -72.0
<br />N/A
<br />R/A
<br />6 1/4•
<br />N/A
<br />a 1/4•
<br />N/A
<br />a 1/4•
<br />6 1/4•
<br />S 1/4•
<br />1 6 1/4'
<br />N/A
<br />N/A
<br />6 (TOP/901TOM)
<br />'-B" 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 />S 1/4'
<br />6 1/4•
<br />4 1/4•
<br />6 1/4•
<br />1 6, 9. 10 (TOP)
<br />4 -40.0
<br />6•
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />0'
<br />6 1/4-
<br />0 1/4•
<br />a (BOTTOM)
<br />OR um
<br />e'
<br />A-
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />e'
<br />a•
<br />6 1/4•
<br />6 1/4'
<br />9 (BOTTOM)
<br />OI l
<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 />a 1/1'
<br />0 1/1'
<br />6 1/4•
<br />10 (BOTTOM)
<br />>A 84M 10. 11 AND 12 ,OR MOON ne" a VACNO MR IWILLMOM PRO =0 FRAME VAN*
<br />MI M OM ANCHOR SPACINGS AM WPM" WK SWANCE ASS SABDATEO ON INN RCIMU. FOR Ea LW
<br />THAN 01000110 M SC COLA[ ERKE ANCHOR t9MORD R'/ W WLWO 000com WON ON 9N■LAC M
<br />I E POLL MN ►ACTOR. MR INS OOWION ro E PO W.E. RCOUCm WNICSM OWAM URN° rAC?O1
<br />SHALL NOT E LEIS INw SSIMM SANDNO 010"M FOR [AC" ANCHOR TIK AT ANM M lOOa
<br />IeOeSS "PC
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<br />1/44
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<br />1/4O
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<br />3
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<br />7
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<br />IDS
<br />A3
<br />-
<br />31
<br />INSTALLATION DETAILS FOR REGULAR PANELS(I &(�N�
<br />INTO EXISTING WOOD STRUCTURES
<br />-r- II - , l -T
<br />// PLUS
<br />/ wit i i°4wTION TO
<br />o o HWErzi otn m \ i1 Fite i°r O.C..�/ 7
<br />THREADED WOOD
<br />THREADIDDORM WOOD "LAM1 Eas1ING wooD MPM
<br />Dow 9R0 • , caw aw . �� CAW ENO •
<br />a I/r OL /� \ ."'• • 1/r OL I \ ! 2• , a t/r O.E.
<br />2.
<br />WOOD HEADER
<br />WOOD NIAW mccupow
<br />-/MaL Itco1A1E0 T- "�^' I Mh
<br />FaQUICK"wRNam u Go sm aNRMAE « i
<br />SSW M I
<br />,
<br />MIm1 a 91m •
<br />FM 10 mR Iw, taM1AtDM ra
<br />m o-Ar m aLASS ro Sum
<br />__ ... .. .. Mft PANEL LENGTH .: _` _-. M. PAIEI LDI M .. - --. - 11.c NOTE
<br />11 _%eU.- ' -�;-- -- -- (SEE MOTE t) I..�'b-aN1r se- ; 1 (ma WE t) tM/A411aMr ,L1y� t (a[E Mort T)
<br />Ce1
<br />�i\ar etaw 4�nnWr oAeaAr �ivon NatMN
<br />001,
<br />SON or v
<br />or t' OF t• MOf
<br />rr LIDS SSito • ✓�. • - • Il 1KTetAaW iM LiR a
<br />a Vr oe 11I, I -. _J t -• ...._-__- _L___-.-J L , f 4Y LAG SClElY6
<br />i t i/r ac. W t 1/r
<br />a . Pgau _l'� ' !'1r-to PArKUTIa PLM E �oD_P � 1 K om -
<br />i 1 REQUIRED' e ,/f aC. W 1 7/e' ` `` ^ i ,I MDWaM OF PLATE
<br />�., �` j MID INDTH or • L'} 1, ""-, 4Y LAG 9OEYre III 0 STAMMMM/
<br />1.� TMIrAaD N ;
<br />AT
<br />PLAX
<br />HEIR NPLAM
<br />WALE 3/e-1•
<br />SOME 3/e-1• WANE 3/8-1•
<br />YOUOiM
<br />1. D/STA"TIONS FOR ALTERIMTNES BW. 9W a 1001 ONLY VALID FOR IL(/
<br />p0Tj
<br />BUILDINGS WITH "S.D. DESIGN LOADS UP TO +43.e. -4e.0 P•F.f. AND �.L
<br />PANEL'S LENGTH UP TO 12•-4• Y' .............
<br />.....''
<br />L FOR MEN' WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY Or 0.55 OR EQUAL • J FLOMM BIIRDINNC CODE III h voloaftyMLIFrk6no Zone
<br />McTr FOR INML m Oar TInMe•I N0. 41 : IT 20 TNaao W_ 20 BADE OALVAIIM STEEL STORM PANEL Dom w
<br />*:AN BE• a
<br />CCOOMBINED IN ANY S& BOTTOM MOUNTINGS Urr ANY Ay 1IL E� O ENO.GLOML PR0TEMN PRODUCTS. Ltc. ';ASS'
<br />INSTALLATION. o •• • L a(a y�,..� •MP..IS .. 314
<br />A ..
<br />••�, NMD"7:TIN1.'s "ur"'�R"arF� NDIc dayM-»Na nNu (w)LLF-Da 20-17M6.
<br />III L SSM/,IFIIMUAI[/MR OL-OOODIa - A•I
<br />A a41O MSS
<br />INSTALLATION DETAILS
<br />;,,,�,,,';
<br />FOR OPTION 1 FOR
<br />INTO EXISTING WOOD
<br />LIFE
<br />STRUCTURES
<br />SAFETY STORM PANEL
<br />SYSTEM
<br />t
<br />r W;
<br />` �•
<br />I
<br />00oil-
<br />L __
<br />I
<br />Eo
<br />I i
<br />�
<br />a
<br />i
<br />I
<br />a III
<br />� 170
<br />MONO
<br />ALTERNATIVE 1
<br />ALTERNATIVE 2
<br />maj0
<br />/Da•�
<br />, 0c
<br />>a
<br />6tl�
<br />t I
<br />row.
<br />10 GLASS.
<br />I
<br />at
<br />Do
<br />L
<br />I,
<br />man
<br />A\
<br />� I
<br />ALTERNATIVE
<br />3
<br />ALTERNATIVE
<br />4
<br />r•P i
<br />IA� I'
<br />l I,�/Lti W eMe.9 • r ne W/ 11/r
<br />0.
<br />I I
<br />,/1 L010 w1SS W/
<br />, •s1Ma ss MJ • r OC M
<br />ALTERNATIVE
<br />WOOD FRAME CONDITIONS
<br />ANCHOR LOCATIONS
<br />ir•-aa PANa3DR row" D Olt
<br />Pw"m Pwa • r oa • 1 1/Y NN.
<br />t1MGWO ODVAVM 10 ,MOOD
<br />WOMB
<br />PLATE
<br />, •AR+A 1MDO "a' aDIN NOR CLAN"
<br />MOUNTING INSTALLATION
<br />11
<br />p TQjr
<br />ALTERNATIVE
<br />t W
<br />��j''" N
<br />so" 3/r - I-
<br />67
<br />MORIDA BURDINO CODE NI h Velocity NuMaane Zone
<br />* ,
<br />aaMe n+aoo NC
<br />20 OAK GALVANIM STEEL STORY ►AIEL
<br />DmffYmom
<br />I. RDML AK par ICI OULOet6a SWIM AMA. OtlDN LOAM IR m
<br />Q ST -
<br />"y'.,
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<br />P� �� PRooucTs. u.C.
<br />a„c
<br />an
<br />2 FM Ia. TIOOD FORME OOMIWUC7RM WOW Mill■R TO K aOILIt" A
<br />Pe[ Na 2, t/ SPECIFIC Da111W OF 030 M EQUAL
<br />� � �/'/a/)•j/�
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<br />WAIN
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<br />d
<br />SHEET N0.
<br />SH 1.1
<br />
|