|
MCMW
<br />NMi Sim I. a.•
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR P IN4"'fldw'MRNP
<br />r-6-___.__ SPLIT PANELS
<br />1 '
<br />Mr. WNLIJON SE mcwtl
<br />a 10
<br />uu.
<br />aAa.
<br />MN, MA3ION
<br />WAN M) •
<br />REOumm 60"
<br />TIME MALKIN -
<br />4 4•-4r
<br />2". r . ,/Ir
<br />> 4•-r To 11-6'
<br />2". 4• . 1/6'
<br />MM!°J.F6 �1R90F1 rImWR R'M°
<br />1►IM�I�MM�OLLM2•La0.0 07•ILL4OM•ILONil_. OIIOfILD
<br />1
<br />WAl2 ]/Ml'
<br />NOTC 1ALLIOM uFI ALSO ME ►I6TA3m W/o STORM PNOX " 70P
<br />R Mtrt1w W T1MT IN ■ lOFA/ED Ar TOP OR MOTION or OPE3M10.
<br />1oNt PAEL W= N/ 1116[ TOR a 90"TONO
<br />DWAl1A7lm11 - ALTERNAn& 1W
<br />MGIL 1/4• . 1'
<br />WSTILLA LIVE -
<br />WALL 1/4- - I•
<br />NOM:
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +56.5, -72.0 P.a.f. AND PANEL'S LENGTH UP TO OD 8'-8'.
<br />2. FOR NEW WOFRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PIE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />SECTION Y-Y
<br />iwa �mi&RR6»
<br />1■ "M'
<br />R■8�l�■irili1"! 111.
<br />DTI A - AN.- �nA1
<br />1
<br />SEW
<br />_ t.
<br />IrAIE 1 .r
<br />f:EY1/EO ! 1" YO( NTM WILL t FI.00! IIOIr1TWO
<br />Y6STAllA71ON - ALTEIMAI(IVE AW INSTAl1AT10YS - LLTESMA7IYE sW
<br />(SECTION AT TOP a Umm TO +6S,5-67D MAX. X*L' 1/4- . 1-
<br />A.S.D. OE910N NIESSAIE WING)
<br />IM21LL, 1/4' . 1'
<br />7 aS"
<br />A.A•q,p eA i
<br />3Y .IA Ai
<br />p �1 a143A
<br />ANN
<br />EUmt.ligukmmL
<br />Y63T1LLATION - SECTION AAW
<br />WAAt: 1/4• . 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (Ryfa) AND CORRESP DING
<br />MAXIMUM PANEL LENGTH "C" SCHEDULE
<br />NMA HN.r N,A AA,w A/SI AH•TII YAru,AwAle a
<br />IIOK
<br />1 N
<br />ReNewar-
<br />As.
<br />THUS
<br />.SAa -7210
<br />7•-r R USE
<br />2 1/4•
<br />WAMW
<br />1 TNw l A 7
<br />+GIs -72.0
<br />>r-r To r-r N_
<br />2 3/r
<br />,M•Om
<br />1 THIS; 6 a 7
<br />.MIDI -Tj0
<br />W_r To III-2' wR
<br />a ,/r
<br />• mrMpL7�OYqOoN�w
<br />a
<br />+43A, -•ta
<br />i2'-4• OR Um
<br />I/S•
<br />• N OLEIAAP7
<br />a 94 ,0
<br />• 101.110 W/ 1/4•F2N1• IS. LV a WWOMT A MOW a MMMOW O FN8
<br />MXIMUM A.S.D. DESIGN PRESSURE RATING .m.f.) AND CORRESPONDING IWIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n & _Q INSTALLATIONS
<br />INTO EXISTING CONCRETE & CONCRETE BLOCK STRUGn=
<br />nun arm NOR rA1Aasl7A a ffim AllATtras AN AWR aectr,ra , 7,iM 7 er, NNrn:.. w,
<br />M11MN Aso.
<br />1taOw
<br />PATOIS N)
<br />NAWAN WRONG WV=o FOR CA . a ,/r ••
<br />1samums 0PUMM"IQ
<br />F!
<br />MI! OF THEW N
<br />MSS" FOR
<br />LOON 1• (Aa
<br />SrN3N
<br />ff THIN -HAP
<br />CA"-M
<br />rw131w6E raw" o
<br />F1MHmno[ rILA
<br />16 comem
<br />aOMCA[7[
<br />To comomm
<br />CONOORM
<br />SLmr
<br />10 mmm
<br />N�
<br />I*C6NO m
<br />CONOMME
<br />SWOOK
<br />70 comm E
<br />a
<br />m
<br />"/A
<br />N/A
<br />N/A
<br />r
<br />"/A
<br />r
<br />NIA
<br />a'
<br />KA
<br />I (Tan
<br />r
<br />S
<br />WA
<br />WA
<br />r
<br />r
<br />IF
<br />r
<br />r
<br />r
<br />I (WnaO
<br />r
<br />N/A
<br />N/A
<br />WA
<br />r
<br />R/A
<br />a'
<br />WA
<br />r
<br />N/A
<br />2 OOP)
<br />r
<br />MA
<br />"/A
<br />WA
<br />r
<br />WA
<br />p'
<br />TVA
<br />r
<br />N/A
<br />2 (WRING
<br />*SSA -72.0
<br />R MSS
<br />r
<br />WA
<br />N/A
<br />N/A
<br />a'
<br />N/A
<br />P'
<br />WA
<br />r
<br />N/A
<br />a A♦ (1a►)
<br />T-r OR Los
<br />r
<br />r
<br />N/A
<br />N/A
<br />a•
<br />r
<br />6'
<br />6•
<br />P
<br />r
<br />a (Mmoo
<br />r
<br />N/A
<br />WA
<br />N/A
<br />r
<br />WA
<br />r
<br />N/A
<br />a•
<br />N/A
<br />7 Oar)
<br />r
<br />a•
<br />N/A
<br />R/A
<br />r
<br />it
<br />a'
<br />r
<br />r
<br />r
<br />4 a 7 OWnClN7
<br />"/A
<br />N/A
<br />12 yr
<br />6 1/4`
<br />121/2-
<br />11/4-
<br />6 1/4•
<br />a 1/4•
<br />6 1/••
<br />a 1/4,
<br />S (roP/WTTON)
<br />SIN WIDE 10 a 11 FOR MCMM TWK A WACMIa FOR MW WKM AND Wm PWW •I6P9.
<br />IMAM MOOR S YOW SO MUM INSE DPWO[ AN I== R DO ORMAL FOR E.D. LM
<br />it" so== R sWam u AMC[ AIIINWR UPWARD WfaLTALTIR anraW NOw ofso""Sr
<br />INSFg1CWM NCMW IRS 1M OISAOBN 10 K POpOIL MKIM VMM OSSaltI UNIONS "CTON
<br />Awl .101 K M E TNW NNAN MOM n00%= HMI Hal ANCHOR T'IR A ANCHORS LOOM
<br />AIpM Art
<br />V•1
<br />MroN
<br />1 1
<br />1
<br />1 41
<br />1/41
<br />AA -A
<br />�41
<br />7Nao
<br />s AP•w
<br />0< mom 0.0m DO
<br />3
<br />3
<br />3
<br />3
<br />! ,n
<br />3
<br />••W" ,NO NF DARN. ,iN
<br />3
<br />a
<br />3
<br />3
<br />3
<br />aA, =a.N w
<br />f
<br />.
<br />J ,n
<br />3,
<br />3 1n
<br />am CL Beer mmgIIIILSR
<br />I lIr
<br />I3
<br />-
<br />6
<br />'I 'HI
<br />2�
<br />1/4• at IN LaNplls UP TO r-r W.
<br />R /I14-10 NNOAAOE FEMALE D OR
<br />IHIIt111A[ Pll6 • 1t t/S' a r ,111" T
<br />f I
<br />i I
<br />A
<br />1/2' MUD 11a►M WOOD PLAN
<br />IbROM 0/ E10RMa N000 m FR
<br />AA LaFIORW v " r-r M...
<br />DIRE
<br />$CA.1 E ]
<br />I,AM
<br />L�
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP 70 +55.5• -72.0 PSF AND PANEL'S LENGTH UP TO W-W.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUHERN
<br />PMIE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />TOP Ht BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />INSTALLATION
<br />INTO
<br />IORf6K�'
<br />DETAILS 6: REGULAR L
<br />EXISTING WOOD STRUCTURES
<br />fI
<br />FQ
<br />I
<br />♦s
<br />MMMML.J.L�
<br />DO Ow
<br />w111N
<br />y�
<br />�I%I�wgi
<br />�i
<br />©•
<br />ul
<br />lw
<br />FOR MIA.
<br />INkVQM
<br />i
<br />1
<br />�I�.� •
<br />� fil
<br />Q
<br />"Sell fta
<br />76'•
<br />II
<br />4
<br />I1171'
<br />ftm
<br />INSURED
<br />111
<br />�
<br />la Ill 14
<br />•
<br />.•, . . i 1,•1.Ir• Ii am:'
<br />•.T 1.
<br />1:>ti.-:7mm
<br />(VALID ONLY FOR PANELS
<br />As PER SECt1ONs 1 rpm 10. ON SHEETS 4. 6 a 61
<br />MAN"
<br />UM M OCNM WWA M MR LA.. 3 1/2' -
<br />Aaa pall"
<br />TA/CON
<br />of IN -OW
<br />ou-0
<br />M16NW" nbu m
<br />M1aWR MLe
<br />bow MET
<br />AppUCMlUE TO
<br />a
<br />FIRNNW
<br />Mad
<br />70 COMCRIM
<br />to
<br />CCIK7tt[
<br />SUCION
<br />To CONCAIM
<br />TO
<br />o0mmm
<br />STOCK
<br />TO Ca1cwm
<br />To
<br />OOIICR7L
<br />ILOOR
<br />TO Comall E
<br />memm
<br />INJ1�Af'
<br />To CONCRETE
<br />To
<br />CONCRETE
<br />INOCO
<br />TO COFowm
<br />ro
<br />CONCR"
<br />KOOI
<br />�MMMT6 +Iw
<br />or 11WA
<br />Loam %, "L)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />I.
<br />N/A
<br />W
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOM
<br />a"
<br />4'
<br />N/A
<br />N/A
<br />6'
<br />6•
<br />e•
<br />r
<br />6"
<br />I•
<br />N/A
<br />N/A
<br />1 (BOTTOM)
<br />a"
<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 />2 (TOP)
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />I`
<br />N/A
<br />S•
<br />N/A
<br />S`
<br />N/A
<br />N/A
<br />N/A
<br />2 (IOTTOM)
<br />S6A, -no
<br />6•
<br />N/A
<br />WA
<br />N/A
<br />6•
<br />N/A
<br />6•
<br />N/A
<br />B•
<br />N/A
<br />N/A
<br />N/A
<br />3 a 4 (TOP)
<br />>7'-6' To r-r
<br />OR LESS
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />e`
<br />e'
<br />r
<br />e•
<br />a"
<br />e'
<br />N/A
<br />w/A
<br />3 (eoTTOM)
<br />6'
<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 />7 (TOP)
<br />9'
<br />4•
<br />N/A
<br />N/A
<br />6'
<br />1.
<br />r
<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 />12 1/2'
<br />6 1/4-
<br />6 1/4-
<br />6 1/4,
<br />6 1/4'
<br />11/4•
<br />N/A
<br />N/A
<br />S (W/BOTTON)
<br />I0.0. -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 />11/4'
<br />6 1/4•
<br />0 1/4'
<br />6 1/4-
<br />N/A
<br />N/A
<br />6 (1OP/60TTOI1)
<br />'-I• TO 11'-r
<br />66.0, -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 />a 1/{'
<br />6 1/4'
<br />N/A
<br />N/A
<br />6 (TO►/BOTTOM)
<br />•-6• 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 1/4'
<br />6 1/4•
<br />a 1/4,
<br />6 1/4"
<br />4 S. 10 (TOP)
<br />43A -46.0
<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 />r
<br />6 1/4'
<br />S 1/4`
<br />a (IITTOM)
<br />12'-4.
<br />OR LEES
<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 />I"
<br />6 1/4'
<br />a ,/{'
<br />9 (BOTTOM)
<br />OR LESS
<br />N/A I
<br />N/A I
<br />N/A I
<br />N/A I
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4•
<br />6 1/4' 1
<br />6 1/4"
<br />a 1/4•
<br />10 (LOTION)
<br />SEE INSISTS la ,1 AID 12 FOR ANCHOR IYPE a IPACM FOR M FULLAIORO INTO WOO FM C •YaalD.
<br />"MAN ANCHOR VM M6 AND M/MM SDOE OWN= AM NOIGRO OR IN* SCHMAG TOR La LM
<br />I" PRIMED OR SCHUXAE RPCE ANCHOR PAM IN WLmYMD DACAD SHOWN ON SCHEDULE M
<br />M Fo13DMR FACTORS. FOR INNS OPERATION A IS rOOIKL MICED SPACING olumm UIal6 •ACTOR
<br />SHALL NOT SE U M6 THAN W"N MMOO M MOATO !OR LAM ANCHOR WAS AT MOM MICRO
<br />AUM TOR
<br />- t/41_
<br />1/4'S
<br />Cf_
<br />//41
<br />V41
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<br />A w
<br />I3YR•al
<br />M1, AIWOM WAM OJ
<br />••AMAarNIN IAA.Y P.a
<br />3
<br />3
<br />J
<br />3
<br />3
<br />3 ,/3
<br />pa,.1y OIA,AIA w h7
<br />3
<br />3
<br />3 ,/2
<br />3 In
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<br />.40
<br />P 1M10 PAIaMA7Epmi a t s o4 to
<br />E706T" WOOD tNBIODt
<br />I 4e w_0p_
<br />= 1 OD NEAOER .. r
<br />N1�"FAOER WO
<br />-- '/- '' � � AEpMRO I
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<br />11
<br />M MCfAIAL R � /Q RN{dRE R •
<br />a QT a
<br />FR �ivwRN FORro NJM. TO OLAMA _
<br />Nm. PANG Lmmrm
<br />1/4Y•3w/ LE., ' (MEN NOTE 1) 1/•Y-3R1 l_*
<br />aY/f3.r./ 1/aY I Ms �/ 7/M11 • J
<br />� f Mrf a3tNAr I
<br />,
<br />1 OF • f
<br />.� NN1N NAVE
<br />4- w000 AMR
<br />I � �"6M"3"fr3Yrr101:
<br />i
<br />, 1
<br />H •i 1 I I
<br />1,' l!Ih10 IAMEI2MTI PLUS w000ll. is
<br />KWID{ I --_4• acPo1RM1I1 i• i
<br />i f ..�I NO WON 0/ MAR _... 1/40 LAG 1CRMS •
<br />6` aC STAORNtD W/
<br />--L`!yL -1 HATr•"�'NYOWOTNN OF PlA7E
<br />EOM" 1'
<br />•I%6i s/e.1
<br />1. INSTALLATIONS FOR ALTERINTMM Be. OW a IOR ONLY VALID FOR
<br />BUILDINGS WTH AS.D. DESIGN LOADS UP TO +43.6, -46.0 p.A.T. AND
<br />PANEL'S LENGTH UP TO 12'-4•r4Q
<br />L FOR NEW WOOD FRAME CONSfRUICTIO N: WOOD MEMBERS TO BE SOUTHERN
<br />PINE W 2, W, SP-- DENSITY OF 0.53 OR EOUA_
<br />TOP B BOTTOM MOUWINCS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />4-10 PNIDAbm PWS
<br />a 1 4' O.C. r/ 1 7/6•
<br />WA�® POlTMT1oN ro
<br />t3as Ww.
<br />I
<br />aR WHO" an
<br />SWEET a
<br />MR M. SEPRA DION
<br />ro KARL
<br />_�-y
<br />1 b-3W„• $a., I
<br />A/ 7nM1
<br />Nat. PAN& UMOTH
<br />(SEE "ONE 1)
<br />I
<br />I
<br />50
<br />r
<br />'
<br />W1=
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<br />tl ,I • 11 . �7 IJ
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<br />CONgtTE nic"= CONCIlm ANCHOR FOR CONCRETE AI CHIN Q SOBOW OR Slt[1 I+,
<br />CM SOItOat G" ILe" "N' °" _ Fo" ME'E"°" o" N1K1 16 L R tw/ts 1 1 8 "LD(�p""A„a 8 1 1 1 8 A` 'c 8 1 INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM slHgT N)�- J ►a n coomm Iy� \ J 1/1 2/4. W4. J/4 at 1/4 1, 2 « 1W/tS � � r � ,� -.._ 1'-0 _ AT LINO FM/BY AT ENO PANEL
<br />I/4 M Lm a 2 e6 6 r oc r/
<br />60D. 400 sTws H I roo WOR RAoa INTO EXISTING WOOD STRUCTURES
<br />0. cl '�`r , , rN. nNEAom roc"NnR
<br /> I cn
<br />\ I ( STUDS a EVERY 3• r.. (171WE 10 0 ,` .1
<br />- DYrmAr N 'i 1 V/
<br />IHy�Ny���y�l 70 4e. - ,
<br />11P N .Wf"3'10N I j IeTO'�a1M� I (DOD MN6j oNIDED" CD
<br />c3N,D10" rMlw t1 1 1 (111 BD ►ALIT ` _ .. _ . .
<br />'riRrr°�r i d l7 N�iciMir i d 71 ' / / t` I 2 ro a" S
<br />ITYo • " ,I�2 "oa lnD o +: I/'N�oa 1 1 N 1 I I
<br />10111
<br />Ef IM tOH� 4 i �3 1 oc - t
<br />HHACIW( ®� f �� I tE S1 L6, IN1ERgR PINES ENO PANEL ®EW B i E IW�OtAt 'tom I -
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