|
I I __ - u I I � i 1_1 -1 1 __ __ I
<br />ou Tognowt '. 3 � 4
<br />a OW .
<br />0-
<br />MrIl
<br />Af
<br />a 9)
<br />IW71 fflff'471�7771'
<br />0.
<br />#4110.
<br />,low k -xic-'r _9v r6l"m 6;
<br />61-T. 'To
<br />I Now
<br />a on.
<br />"UnwN,
<br />rswnm I* M,
<br />2HW 4
<br />MAL 2
<br />wwo
<br />W=
<br />MULLM -4KNMULE
<br />V Timm
<br />ARXIUM 0.
<br />spAm (Ft)
<br />TUK MULUOR
<br />9 4-r
<br />2'. 3. I/Ir
<br />K too"
<br />I INIM A at)
<br />>4'-O'TOV-8*
<br />2*
<br />WAWI
<br />1, 5, _W TO r-tal
<br />22* 1."
<br />or-lor TO JF_O"
<br />2'. Ir �jljr
<br />W% Vor" ilt"-.6fm PKMW WITH,
<br />K P/10 STORM PNW ON TOP
<br />I TZATO T TOP ON BOTTOM OF OPID"
<br />TOP a 90TY00)
<br />WALL MOUNTM
<br />MTAUATM - &XWKMM_=
<br />W.Alk 1/4' . I'
<br />HOTE&
<br />1. INSTALE.ATIONS ARE ONLY VALID FOR BUILDINGS WrtH A.S.D. DESIGN LOADS
<br />UP TO +55.S, -72.0 AND PANECS LENGTH UP TO W-11",
<br />2. FOR NEW WOOD FRAME VO4TRUCTION: WOOD MEMBERS TO BE SOUTHM
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />140TE FOR COMBINIADW QE
<br />TOP & 90TrOM MOUNTINGS CAN BE
<br />O"NED IN MY WAY TO SUIT ANY
<br />INSTALLATION. I
<br />I-= W"o" O�
<br />ow
<br />10 mum
<br />ma
<br />17 12
<br />to V14
<br />ONO" Now"
<br />schm"m
<br />ow 14)
<br />otmom
<br />=J_
<br />OW K)
<br />WALL MQUnNG N WALL AND nOW MOLMNIG INSTAUATION
<br />SECTION 1. SCALE. 31r - I' - SIECTIOK 2 SCALE; 3/W 1*
<br />WM ON LJFE SAFETY STORM PANEL SYST1111 WD"10k,
<br />1. LIFE SAM STOMA PANEL CAM K LOWED AS AN DO PANEL (FVW OR LAST PANEL)
<br />OR AS AN WMWR PANEL (ANY PAND, WCORION IN WITNIEEN ENO
<br />LIFE SOM PANaS MAY OR MAY NOT BE IMSTALM ADJACENT TO F='PANIELS
<br />(*/ OR W/O REGUAR TRINDICIL)
<br />2 LIFE PANIEL ODWSISIS OF ObX* GALWOZED STEEL STORM PANEL AS
<br />PER SHEET 2 or Ommm,
<br />E-3-
<br />THIS MY TO BE ROAM OFT 04SIALM FROM IH�f NODE OF
<br />STRUCTURE.
<br />WWONENT (1) & BOTTOM TRAC" To
<br />00111"No
<br />COMPONENT BE INSTALLED *MU. OR FLOOR MOUNTED FOLLOWING SECTIONS I k
<br />2 ON TIM SHW, AS VIELL AS DETAILS I & 2 09 SHEET 14.
<br />4. wo. LDww mR compoom 4D Is W.
<br />Mom. ANCHOR SPAOW. FOR COMPONEACT 4DANCNWMGE AT BOTTOM IS GKN ON
<br />SCHEDUUS r 2. SMIXT 14.
<br />MAY
<br />COMPONEW be Pov~ OR XWOVAIII.E.
<br />s AIE
<br />I SIX OETALS FOR 04TALLAWN INTO WOOD FRAME BUR.11INGS ON SHEET 1!L
<br />p oft
<br />t SEE SHW * FOR OETAIL APPLICABLE TO THE NECESSITY FOR T+4E OWAUAT*N OF
<br />SPACERS AT TFACKS INSIALM AWACENT AND WM0 TO STUCC0/WOO BOW.
<br />11001
<br />do
<br />CIERM & F1= MOUNTM WALL & nma iwmm
<br />AW WSWAMN - ALTn"?W
<br />(SECTION AT TOP 15 ZW-M TO +4153-117.0 MAX, $CAM 1/4' 1*
<br />A.S.0, DESICIN PRESISUIRE RATING)
<br />IC" 1/4' - I'
<br />now WoLeffm
<br />NVALLAM = MEIM "W
<br />som I/e - r
<br />NMI 11111
<br />LION A 2/4 W4. 3/4 OR 4/4 1*'. 2: & 14w/ts L*I. 'w/15
<br />-J ON UFIE &WM PANEL L.-
<br />AREA */NO In Som was
<br />rim Ismow)
<br />.. TRIEVULAR OR
<br />1 /0
<br />SN'T"
<br />(SM
<br />W= LAW PARIS. a) 10 OR INSTAUAM AS
<br />OPTION Al FOR IJEE 26
<br />In SWfW STORM PAMEL OPORTO SNML
<br />STORM 11111, INEWIM.
<br />PANEL(l) & (1A
<br />TO
<br />or STIKCTURE.
<br />SWeMokaE 3
<br />Q@ml
<br />4
<br />21� _(T _7
<br />x I& x y
<br />-;11,
<br />e -
<br />vm-;;;
<br />-,
<br />SECTION 8-6
<br />SCALE 3/3r.l.
<br />MAXIMUM A.&D. DEMAN PRESSURE RATING 4"Q AN13 CORKSPICINDING
<br />MAXIMUM PAN L LEMON NO SCHEDULE
<br />INAAmol'iII Afa ��A� - - - I '. - - . . . .1
<br />X
<br />*
<br />N*.;TJ "'007
<br />NN-t er-
<br />A%
<br />Ms. 16m
<br />ININ
<br />0" -XLa
<br />r-!r OR UM
<br />g I/v
<br />w"Imm
<br />I TIM a A 7
<br />1, To MaL
<br />Umpom
<br />I ION � a 7
<br />,W-r To 111-r M_
<br />2
<br />1011�
<br />6
<br />+QA _411.0
<br />12'-4l OR ins
<br />3 112'
<br />INK
<br />4, a a 10
<br />- mm 111 1/4'"bil JLS. " 0 W~ 9 0~ a WOUNCT14 Of PAWL
<br />mm ONLY FOR "MSG)& fbimstmaxwms As p" swr4m I THw 7. ON "m 4 k 5)
<br />uk"IUM &3.0.
<br />VIONCH
<br />PF435^
<br />wmw momm wvgm MR E;L - 3 I�lr -
<br />APPUCAAUE TO
<br />PAM
<br />to
<br />I~
<br />I Ly
<br />ftVNWWE
<br />-
<br />PaNtumn ftm
<br />10 cowtowli
<br />I*
<br />COwCmm
<br />OLM
<br />70 CONCRETE
<br />a=
<br />To WOM
<br />TO
<br />OuNcom
<br />Kom
<br />10 CoNcom
<br />mom
<br />NUICK
<br />TO mcom
<br />To
<br />m'w
<br />IF
<br />H/A
<br />TI/A
<br />N/ok
<br />v
<br />TVA
<br />4A
<br />r
<br />Ir
<br />WA
<br />NZA
<br />e
<br />Ir
<br />e
<br />IF
<br />r
<br />I
<br />1.
<br />If/A
<br />N/A
<br />N/A
<br />a"
<br />N/A
<br />r
<br />N/A
<br />91
<br />N/A
<br />or
<br />N/A
<br />NIA
<br />*/A
<br />Ir
<br />*/A
<br />r
<br />WA
<br />w
<br />N/A
<br />I (son"
<br />IF
<br />NIA
<br />NIA
<br />N/A
<br />r
<br />N/A
<br />Ir
<br />WA
<br />or
<br />01A
<br />3 & 4 mm
<br />r-r on LESS
<br />On Lm
<br />IF
<br />V*
<br />WA
<br />N/A
<br />IF
<br />r
<br />r
<br />or
<br />r
<br />r
<br />3 *tw
<br />IF
<br />WA
<br />WA
<br />"/A
<br />or
<br />W/A
<br />r
<br />%/A
<br />a,
<br />RIA
<br />-7 mm
<br />r
<br />1.
<br />WA
<br />N/A
<br />Ir
<br />r
<br />r
<br />v
<br />r
<br />r
<br />4 & 7 OWITONA
<br />"/A
<br />TVA
<br />12 Ilr
<br />6 I/e
<br />12 1/2'
<br />a Ile
<br />a Ile
<br />a t/d.
<br />$'/*-
<br />61/4'
<br />$ cw/wmko ,
<br />US WM TO * I I FOR ANDWORS TM & WACWC TINT WOUAROMI 400 WOOD "VAR
<br />=w Owmm ARE Am= ON INS Sam" I" La ums
<br />0=4=0 WACW BY MWftVW WACIN TIM 00 MAD" IV
<br />W PRAMM MY= AM IM OPWW 10 IT WILL OMM WWM ONOM UMNO FACTOR
<br />SHMI AM K LW ITINN MONO WCMO 111OWN ft* EACH MOM TTPI AT ANOWORT LOW&
<br />im� To&
<br />1/41.
<br />1/41.
<br />1^% 1
<br />I
<br />�
<br />'i�o
<br />Am
<br />=
<br />-
<br />OL golmost WROW OL)
<br />3
<br />3
<br />3
<br />1
<br />a
<br />a
<br />$In
<br />wi
<br />I In
<br />ZIA
<br />3.2
<br />1111101101
<br />I vr
<br />x!
<br />r
<br />'Ir
<br />Im
<br />IAD
<br />z
<br />mm
<br />1. INSTALLATIONS ARE ONLY VAUD FOR IRUILDINGS WITHI ".D DES" LOADS
<br />UP TO 455,5. -7LQ PSF AND PATIM'S L&NCTIll UP TO IV-11*
<br />2. FOR MLV WOOD FRAME CONSTRUCTIORC WOOD MEMBERS TO BE SOUTKRN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL
<br />Na FOR OOMM&MN QE
<br />TOP & BOTTOM MOUNTINGS =CAN
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />WALLATMIN, I
<br />,�2
<br />.g,
<br />Him
<br />It -
<br />all
<br />I W-1
<br />5)
<br />f I I WN I
<br />.......... X
<br />swas 0 Em
<br />OVERLA
<br />WZ0. C
<br />PANE
<br />511W W, (am 0
<br />r NOL (OWE 0)
<br />WOMAN A"
<br />Dow
<br />mmmu
<br />Raw f..jJ
<br />OF W-W
<br />aTU`IN
<br />ftwum mour a
<br />Wawa pm
<br />oftvA" TO
<br />a
<br />or
<br />ulomm"
<br />LENGTH
<br />TO
<br />CONCRETE
<br />IW,&,
<br />am
<br />TO
<br />OW004ONKME
<br />10
<br />I=
<br />TO
<br />COMORTIE
<br />to
<br />CONCRETE
<br />' am
<br />TO
<br />1WI40FWME
<br />m
<br />+35,0.
<br />MIA
<br />WA
<br />Sr-
<br />WA
<br />r
<br />R/A
<br />15*
<br />N/A
<br />I h 2 (TOP)
<br />5'-W OR Lms
<br />err,
<br />r
<br />r
<br />1.
<br />1.
<br />1.
<br />+55.0 -nt
<br />N/A
<br />WA
<br />WA
<br />r
<br />N/A
<br />r
<br />N/A
<br />0'
<br />N/A
<br />1 2 (TOP)
<br />TO 'r--r
<br />y
<br />or,
<br />7 1/2"
<br />9*
<br />1.
<br />MOTTOW)
<br />+56,0 -72A
<br />ff/A
<br />N/A
<br />WA
<br />15-
<br />N/A
<br />IT" -
<br />WA
<br />",A
<br />I
<br />-
<br />7--r To r-r
<br />wm"-=
<br />Ow"
<br />P1112SURE
<br />TO
<br />a
<br />IMA.,
<br />OF THEM
<br />!A�A
<br />nr*L ft)
<br />14-P CUP -
<br />+49.2 -4iZ
<br />3. 31
<br />4 1 4 14r
<br />2 (BOrrom)
<br />r-W OR LESS
<br />+52A -WO
<br />3. 3.
<br />4' c
<br />2 (90TRTM)
<br />'r-s" OR Las
<br />+65-0 -72,0
<br />2 1L. ' !
<br />4' 3 1/2-
<br />2 (BOTTOM)
<br />r-f- OR LESS
<br />+SS,* :;7�:,
<br />7/2,
<br />2 /-,- i
<br />A MIA
<br />W
<br />2 (WMM)
<br />'r-G* TO W-r
<br />1".". _.".
<br />I N/A 1 N/A
<br />r
<br />ALTUNNATE
<br />LOCATION
<br />AT ENO PAMEL
<br />11, T �11 -WERICIN AANLL -DO PANEL
<br />3, J2 APOR ;at 3-j 1
<br />i
<br />SPACRIS
<br />NSTMJATION (AMMABLE TO SCHIEWILL 2
<br />scgL. 3/Ir - I*
<br />MAXIMUM A.S.D. DESIGN PRESSURE &ONG (Da.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 00 SCIJIEDU
<br />zm_ x 2 jNQW= MR LIFE SAFM MEEM MKI
<br />1,
<br />SYSTEM ON SHIM? 131
<br />w *uT is MR Aw" I'm 4. mom no owguffew MITI um 011" mm
<br />MINOR& Amp" woom as wommum ow c"am w "Wo ON THNI SMINUNAL no
<br />Ca. Im IMAN m"m ON mma man mom W.Cm RT wk� SPACM
<br />OPM Of IMMIX W 1W TWINING TACTOWIL FOR SO OPOMINOR TO K POSIKE
<br />40011010) WAOIW WOO INNING FACTOR IRMU. NOT K LOS TIM MWMAI VARCING
<br />owum "Ist DO" ANCHOR "m AT ANCHOR; LOODMIL
<br />4110111111111 7w
<br />114-0
<br />Xw
<br />i 1/41,
<br />V.P �'w
<br />I. IT
<br />W. now WNW
<br />a
<br />3
<br />3
<br />3
<br />.0m�
<br />1t=dmtpw
<br />3
<br />a
<br />3
<br />4
<br />ILL-4
<br />3
<br />3
<br />+31/1
<br />314
<br />4
<br />tmm ONLY PoR wpns 6 U
<br />AS PER =06 I TIM 10. ON SIHEETIE 4. 3 A 61
<br />MOM"
<br />MAMAIM ANCHIM WAM FOR 3 I/r
<br />ANUQW TO
<br />SW. 'a
<br />MAJIMUN AAW
<br />PRESSAVE
<br />Ulm
<br />TO CONCRETE
<br />TO
<br />mw�
<br />v 000"m
<br />10
<br />coo"
<br />NLOCK
<br />TO CONCIIIIII:
<br />To CONCRETE
<br />CONCIM
<br />BLACK
<br />TO
<br />10
<br />CONCRM
<br />sum
<br />MIT, COMINNANNIM
<br />or IT"
<br />uxm 'Ll m)
<br />1.
<br />WA
<br />N/A.
<br />N/A
<br />1.
<br />N/A
<br />I-
<br />I/A
<br />o-
<br />N/A
<br />"/A
<br />N/A
<br />I (Top)
<br />1.
<br />e
<br />WAI
<br />WA
<br />1.
<br />r
<br />r
<br />r
<br />N/A
<br />NIA
<br />I (BOTTOM)
<br />6'
<br />OT/A
<br />*/A
<br />M/A
<br />S*
<br />N/A
<br />6'
<br />N/A
<br />5'
<br />N/A
<br />MIA
<br />N/A
<br />2 (top)
<br />1.
<br />N/A
<br />N/A
<br />NIA
<br />1.
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />tss.% -no
<br />WA
<br />N/A
<br />NIA
<br />$I
<br />N/A
<br />G�
<br />"/A
<br />1.
<br />K/A
<br />N/A
<br />W/A
<br />3 & 4 (TOP)
<br />:.-r-S" TO W-r
<br />OR LEN
<br />4
<br />N/A
<br />W/A
<br />1.
<br />r
<br />61
<br />a
<br />6
<br />I'd
<br />IN
<br />a,
<br />N/A
<br />N/A
<br />NIA
<br />r
<br />WA
<br />G*
<br />N/A
<br />6'
<br />MIA
<br />WA
<br />N/A
<br />7 CtOP)
<br />r
<br />4"
<br />NIAL
<br />N/A
<br />1.
<br />N/A
<br />M/A
<br />4 k 7 (BOTTOM)
<br />MIA
<br />HIA
<br />12 11r
<br />61/4-
<br />12 1/2-
<br />1 0 1/4-
<br />6 1/*'
<br />6 1/4 -
<br />61/4-
<br />6 1/&-
<br />NIA
<br />N/A
<br />5 (W/sorom)
<br />+W.O. -5&3
<br />N/A
<br />N/A
<br />12 1/2-
<br />5 1/4'
<br />12 i/2"
<br />a t/4*
<br />01/4-
<br />6 1/4-
<br />6 Ifiv
<br />a 1/c
<br />N/A
<br />N/A
<br />6 (FOIT/901TOM)
<br />W-r 10 11-r
<br />+55,0. -72.0
<br />N/A
<br />"/A
<br />a I/*-
<br />N/A
<br />61/4-
<br />N/h
<br />61/4-
<br />61/4-
<br />111/4"
<br />6 1/4-
<br />MIA
<br />N/A
<br />5 frOP/sorTOM)_
<br />/A
<br />MIA
<br />M/A
<br />N/A
<br />%/A
<br />NIA
<br />N/A
<br />M/A
<br />1, '/4.
<br />6 1/4-
<br />6 1/4'
<br />6 1/4"
<br />6. S. 10 CYOP)
<br />+43A -48.0
<br />N/A
<br />N/A
<br />N/A
<br />R/A
<br />N/A
<br />MIA
<br />r
<br />r.
<br />a 1/4-
<br />a (BOTTOM)
<br />OR LESS
<br />an LEM
<br />r
<br />NW/A
<br />E�
<br />4'
<br />R/A
<br />N/A
<br />W/A
<br />NIA
<br />N/A
<br />M/A
<br />r
<br />1.
<br />0 1/4-
<br />a 1 1
<br />9 (9=OM)
<br />12'-4'
<br />/A
<br />N/A
<br />t#/,k
<br />I A/A
<br />I N/A
<br />I N/A
<br />X/A
<br />1/4'
<br />6 1/4-
<br />6 1/4'
<br />6 1/4' 1
<br />To (gorrom)
<br />JOE IRU 106 11 AND 12 FOR ANCHOM TYK A SPACNW MR INSIMIATICIa INTO WOW FRAMNE WAVAM
<br />NNW* OXWOR U%WVM J WARM fOK EXITANCt AN RIWAM ON TAS SCIMU FOR CA JONE
<br />TOM 4101CARD ON SCIMAX OEMICIE ANCHOR SPACING W 600ftWO SPOZM SNOWW ON SOHIOW W
<br />THE FOU00010 FACTOR& FOR THIS (INITIATION TO K MIMIRM MM "M OBW40 IMEW FACTOR
<br />MVLL NOT K LEW I" WNW" VOCINO smom no E49M ANCHOR TYPE AT mom I Isomm
<br />ANOM m
<br />__1/4l�
<br />WORN
<br />--L __
<br />1!5A
<br />cr W-4W
<br />110.
<br />mv.
<br />Ito.
<br />It^
<br />�Mk
<br />-I& -
<br />""Loa
<br />Rm
<br />cout-0
<br />AMMM woem N
<br />3
<br />3
<br />3
<br />3
<br />2'/j
<br />s
<br />3
<br />3
<br />$
<br />3
<br />31/2
<br />3
<br />3
<br />3 its
<br />3 1
<br />4
<br />3 1/*-
<br />ab
<br />1 -16
<br />443
<br />r
<br />14,
<br />3 i1j.
<br />-
<br />I -
<br />'60
<br />140
<br />,#14-10 PAWIMATE RARE
<br />I.
<br />A00111 LEMM
<br />(m "m
<br />2%41 0000
<br />REAURED
<br />mm
<br />1. INSTALLATIONS FOR ALTERNATIVIES OW. OW & 10W ONLY VALID FOR
<br />WAKDOM WrTM AZ.D. DESIGN LOADS UP TO +43A -41LO p-sl AND
<br />PANWS LENGTH UP TO 12 ' -4'
<br />L FOR NEW WOOD FRAME CONSIRUCTNOW. WOOD MEMBERS TO BE SOUIMM
<br />PINE NO� 2, W/ SPECIFIC OENSATY OF OM OR EQUAL
<br />KIM FOR Commommm W__S�
<br />TOP * BOTTOM MDLWMM CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION. I
<br />cf)
<br />-co
<br />>
<br />CD
<br />0
<br />ca.
<br />o
<br />2
<br />call
<br />cu
<br />-0
<br />0-
<br />.
<br />A)
<br />cu
<br />cu
<br />cn
<br />0
<br />2
<br />ca-
<br />0
<br />c
<br />cu
<br />c
<br />0
<br />=
<br />cu
<br />LL
<br />"_
<br />0
<br />>
<br />cn
<br />W
<br />E
<br />a)
<br />-6-0
<br />2
<br />C_
<br />w
<br />cu
<br />-0
<br />110-
<br />. c
<br />CU
<br />_4__j
<br />cn
<br />0 -
<br /><
<br />w
<br />mi
<br />a
<br />co
<br />ca c_;T c"11
<br />ft C=
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