|
'' a ` •
<br />WALL AND F QQB
<br />MOUNTING
<br />INSTALLATION
<br />FOR
<br />SPLIT PANELS
<br />`
<br />m75
<br />41/�0y'-pn�'
<br />1.
<br />\W[ti/4,1
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<br />10�P A COTTON)
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<br />�r
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<br />e)'/49 *T tlttTS
<br />.�
<br />1•
<br />EDGE OF WALL
<br />u•.1f/,/If[!xt i�'1 V4•
<br />lie MID
<br />5/te WPM N.
<br />1
<br />1
<br />/tYm a SOVT
<br />�. Wr•OOiW 22 11/4'
<br />µ-IMN'�E.'0
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<br />1
<br />1
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<br />4 1
<br />b!9)
<br />W�L:O#R.AAe.
<br />WL 0MND019 MULLION SCHEDULE
<br />a s)
<br />t,5 k4
<br />• SPANs VA10. #DR -O6 WPRES11RE RATING
<br />�ECnON I 1IPi1 +SSG�r. iEnD� °Xrt"�0
<br />SCALE 3/&•+'
<br />NOTE: MULLION CAN AL40 S 96TALL£O WJO STORM PANELS ON TOP
<br />Olt BUTTON SO THAT R IS T.00.tim AT TOP OR ROTR:M OF DPa"*
<br />(ONE PANEL CPENRM W/ TUBE TOP k BOTTOM)
<br />BUILD• -our MouHnNO
<br />INfxrA "N ALYERN M a W
<br />SCALE: Ile - 1-
<br />LWc MULLION
<br />$PAN (FL) •
<br />REOUI EO W.
<br />lm MULLION -'
<br />4'-5' TO 5`-W
<br />Y Y 4` Y 1/8'
<br />I. 5'-8' TD 6'-14`.
<br />> 8'-10, TON'-0-.
<br />Y" Y B"N 1/8-
<br />.�
<br />g,�ALLATM - ALTERNAm 2w
<br />SCILE 1/4' . 1•
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 p.6.1. AND PANEL'S LENGTH UP TO 8'-B'.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />TOP Q% BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTAL MN.
<br />EONORETE 1MCHDRS
<br />SHOY 14)
<br />WNCMM AN 4M
<br />cm sLT%W O)
<br />91EEP 14)
<br />POURED comp E
<br />EI
<br />WW NU1 :
<br />LYEIO'
<br />s+1M a Tz +/2• aG.
<br />F.
<br />To
<br />A({
<br />I
<br />I
<br />r
<br />I
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<br />I
<br />I
<br />{SEE sCiEoii.E oN Y r rritrr�.rji r. r iFr ff =Eirr.WrrTsir r�AOLLE poPf S,�g
<br />SLEET 14) POURED colcREtE I [AN. tbWgO,M)
<br />�' IROUIREO t:OxCAE7E 111CFplB �'T'-) �
<br />l3CE SCVSSHM 14) A.
<br />WALL MOUNTING INSTALLATION WALLAND FLOOR NM G INSTALLAEION
<br />SECTION 1 SCALE: 3/8' - I• '"-A5E SCALE; 318' • 1`
<br />MOTES ON LSE <.4M STORM PANEL -fiTrWeu .
<br />1. LIFE SAFETY STORM PANEL. CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL)
<br />OR AS AN INTERIOR PANEL (ANY PANEL LOCATION M BETWEEN END PANELS).
<br />LIFE SAFETY PANELS WAY OR MAY NOT BE INSTALLED AD44CENT 1O R€6ULAR PANELS
<br />(W/ OR W/o REGULAR TRACNS.)
<br />1. LffE SAFETY PANEL CONSISTS OF 0,039' GALVANIZED STEEL STORM PANEL. AS
<br />PER CO60POFlENT SHEET 2 OF OFAVOI4.
<br />LE PANEL ITSELF TO BE REMCAIM OR INSTALLED FROM THE MIME OF
<br />STRUCTURE. NFL s. 8UK E coLSAFETY
<br />iPDN P 4DA R 2 T1±° DPAWIc DNI:NT {Nj) & 9DiroM TTucN TO NO, N Th
<br />COMP!)NFYiT WAY BE INSTALLED WALL. OR FLOOR MOUNTED F0LL010NG SECTIONS 1 & L' {
<br />2 ON TkdS ET, a5 WELL AS DETAILS 1 & 2 ON SHEET 14.
<br />4. Mtn, LENGTH- FOR COMPONENT 5 TS'..5 s '
<br />NaL AJMC IOR SPACING FOR COMPONENT O ANCHORAGE AT BOTTOM IS GIVEN ON
<br />SCHEDULES 1 & 2. SHEET 14. ,k
<br />COMPONENT �TMAY 8E PERMANENT OR REMOVABLE. .Q ATf
<br />S SEE DECALS FOR OWALUTION INTO WOOD FRWE BUILDINGS ON SHEET 1S. S.
<br />OR
<br />e SEE SHEET 4 FOR DETAIL APPLICMLE 70 THE NECESSITY FOR THE INSTALLATION OF QN
<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BANDS. AFJ, „„
<br />lulI�NIIII�I
<br />SECTNN3 Y-Y
<br />SCALE if4•+++'
<br />CLIUNG Jt MOUNTING WALL k FLOOR MOUNTING
<br />INSTALLATIGN -. ALTERNATIVE Aw INSTALLATIONS - ALTERNATIVE 3w
<br />(SECTION AT TOP TS UNITED TO +55.5-67.0 MAX. SME. 1/4" : i'
<br />A.S.D. DESIGN PRESSURE RATING)
<br />90AL& 1/4' - 1-
<br />Ix � FF 1
<br />t
<br />314' 0, DEx
<br />,R%,b4A
<br />.D AiaN AAA.®
<br />.(4• uIAK.Pisa • 4• u.
<br />Y 4ID�D"IIN OWac
<br />�G.Y�N�
<br />KU&U MQK ..' SEMN ,may
<br />$ME- 1/4' - 1-
<br />FOR 01"'N l' ""Ili SEE samms tW SHEET m
<br />l'OR WOOD SIXEN: SEE SE011a1 ON SHEET 15 i, & iW/15
<br />1/4W ?/4 ?A/1 3/4 ITR 4/4 1, 2 Ac Tw/15 s M, ,
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<br />L-..--.._...;..,.�. I.a. RF6uwE PANEts w/ cAi
<br />LOCATIaN LIE€ L'✓W. TW%IA iWWLAW)
<br />W/o REC" TRAOM
<br />(9EE NOiE 7
<br />BEI.OW}
<br />A LAST PAIRJ. YI) TD 0E BNSTALF3) AS
<br />#1 FOR WEE Wm
<br />SAFETY STmai PA°'t aIENR'16 SHN,L
<br />LIFESTORM
<br />ALWAYSOeTION HANDLE
<br />OA
<br />i1LL.T.O I,
<br />TOOF BE INSTALLED MOVED FROM INSOE
<br />ELEVATION
<br />STRUCTURE.OR
<br />SCALE 3/32"-I`
<br />�CA
<br />1/4' IAxP Ora
<br />( a
<br />1 a 1/
<br />.
<br />AT
<br />Wt PN6$.
<br />SEE ND1E i)
<br />SECTItyj+i 8-8
<br />SCALE 3/32`-7'
<br />P �
<br />•L
<br />P.E
<br />1L E G 0 flee.
<br />& ANY
<br />14n iy NL. mR tMMp i4WD0. n N,N
<br />MOP. A�0PD571JF. P.E
<br />20 RAGE GALVANIZED STEEL STORM PANEL
<br />oR F.P m:
<br />PROTECTION PRO DUCTS, U.0
<br />q5D IM 3, 31RAT
<br />OAYE. R A3,4
<br />PHONE: (054)050-7645. FAX (W4)66 -67s7
<br />07�0D4
<br />20-f 76
<br />WNW"* NM
<br />i W
<br />tN . � -
<br />, ,M
<br />am u OF 25
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATIi�Q (R.a.f.) AND CORRESPONDING
<br />j MUM P EL LEMM "L" SCHEDULE
<br />Nun ONw 1'W,R 1Pl4Yl t/T7a(fi ,MerulamMa as IX4 ,sr1M1Ne t nxM, to ON 4MEE1e A N i At
<br />+SA. -72A
<br />?'-IV OR =5
<br />I t/4-
<br />ONBOLTSO
<br />1 7TXLU 5 k 7
<br />+5sb.
<br />TO 3'-e W.
<br />s 3f4'
<br />UN60L7@
<br />, TIMU 5 & 7
<br />+UA -72.0
<br />at-W TO I I'-2' M-
<br />z F/2-
<br />'
<br />8
<br />+43A -45.0-
<br />12'-4' OR LESS
<br />3 I/2`
<br />��pL1��y�
<br />AT 0�
<br />5. 9 k t0
<br />• BDITSO 1W/ 1/4'*-IW- SS. HIS. Z OMIT AT 094AP A 1EMENBNI OF WNfL
<br />NAM ONEY FOR PANUS, M& Q WSYAL1Atta6 AS PER SMTIONS i THRU 7. ON SHEETS 4 k St
<br />uk"m A.&
<br />DESOM
<br />PAESSM
<br />RA754G {PPy
<br />MN9RM AHDM 9PAOW. FTRt ED. - 3 1/7' ••
<br />-
<br />APPUCARK 70
<br />gODOWS / k
<br />AAA• PXRMEMTIDN
<br />OF THEM
<br />MAXOM PAND.
<br />Loom T.- (IL)
<br />7.Pf0N
<br /># TA qOP
<br />CALK-W
<br />PANDA= fflWE C
<br />PNHIWTE PUS
<br />W i0I10AE'E
<br />0«almLu,
<br />K
<br />70 co"co E
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<br />SLOWet
<br />TO txtW Rm
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<br />ID C9NCf m
<br />t
<br />TO C41Ca m
<br />Btm
<br />Ir
<br />WA.
<br />N/A ,..
<br />N/A:...
<br />S"
<br />N/A
<br />C
<br />W'R+
<br />4'
<br />/!/,i
<br />1 (T1p}
<br />r
<br />5'
<br />WA
<br />M/A.
<br />A•
<br />4•
<br />4•
<br />C
<br />tY
<br />5•
<br />1 (eO:TOM)
<br />5'
<br />WA
<br />WA'
<br />WA
<br />5'
<br />N/A
<br />5'
<br />WA
<br />s'
<br />N/A
<br />2 (1
<br />C
<br />WA
<br />NIA
<br />N/A
<br />5•
<br />N/A
<br />3'
<br />WA
<br />+'
<br />N/A
<br />2 Wnmo
<br />+555. -7L0
<br />5•
<br />NIA
<br />N/A
<br />WA
<br />C
<br />WA
<br />5'
<br />N/A
<br />Y
<br />N/A
<br />3 k 4 )
<br />r-5' OR LESS
<br />OR LES
<br />N/A
<br />8'
<br />g
<br />C
<br />3 (Somho
<br />5'
<br />N/A
<br />WA
<br />WA
<br />5`
<br />WA
<br />C
<br />N/A
<br />5'
<br />N/A
<br />7 t1Op)
<br />8'
<br />WA
<br />WA
<br />b,
<br />6,
<br />s"
<br />C
<br />tr
<br />C
<br />4 k 7.(e�TW
<br />MIA....
<br />WA
<br />12 t/z`
<br />a 1/4'
<br />12 1I2'
<br />6 1/4,
<br />5 1/4`
<br />6 I/4'
<br />G tx
<br />5 1!4`
<br />5 lTDP/doT1010
<br />SEE SHUTS 10 A 11 FOR ANCHORS TAPE A SPNOW MR IIISAYOAT10f45 KM WOO MWE 10E9R,D.
<br />MRAMY ANDIaI SPAp168 AND W0&0A7 E7)tlE ORNNCE ARE 11000 TD ON " SC/WOLLL FOR CA LESS
<br />iIAiH M9RIOTT ON SCHE0IA£ A®LOf ANP1la! SA CM m N I PLYNO SPWOW SHOWN ON SQEmLE BY
<br />THE FOLL°WM6 FACTORL FOR THIS OPEIMTOU TO WE PEE, REDUCED S AOND MOM USW FACTOR
<br />SHAM AM BE LESS THAN MI NUM SMOSO WOCATED FOR EAON ANO W TYPE AT ANCHORS UPGO&
<br />NR51DI11ML
<br />1/eo
<br />1/4"b
<br />W.
<br />1/Cb
<br />t 4's
<br />1/00
<br />WPM
<br />SI up -ma,
<br />0WX-N
<br />i4�dR
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<br />3
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<br />3
<br />3
<br />3 t/2
<br />1.
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<br />%WNW ,&; T W.iA.QAj
<br />S
<br />3
<br />3 173
<br />11,*
<br />4
<br />s I/2
<br />mm m om ORISrm
<br />,11Lw
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<br />G�n�•,
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<br />1 ., _ IL
<br />111
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.O. DESIGN LOADS
<br />UP TO +55.5. -72.0 PSF AND PANELS LENGTH UP TO V-H",
<br />2. FOR NEW WOOD FRAME CONSTRUCTIQN; WOOD MEMBERS TO BE SOUTHERN
<br />PINE 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 />S)
<br />A
<br />.'f..: e. IlF •L ;sl •L ;a1 = • eft
<br />ALTERNATE
<br />s+uDs o
<br />�✓ OR B .... 1)' 9CHEOU.E SrsN •"
<br />12,11,
<br />N.A. ANCHOR 1, 5wellm
<br />s 6PACIKKi
<br />T -3• M)0...
<br />DEWL 2�'. L{!flR Yl�( �jN 1�ISTALLrTION (APPLICABLE TO SCHEDULE 2)
<br />SCALE: 3f1TP :- Lv -
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />j6MCA"c OW TO SECTIONS t k 2 WNC3@ FOR LIFE SAS STORM l�
<br />SYSTEM Q8 'NF,£L I - - -
<br />MAXWJM A-
<br />TAFOOII
<br />EF TAP-OWP
<br />L'IER-M
<br />PAiA3A:11£ FOW;E'D
<br />M1$ILUGE RUS
<br />p 70
<br />DEM
<br />PRE
<br />walo f-J.)
<br />10
<br />comam
<br />to
<br />am
<br />CONCAfl7EMMM"
<br />10
<br />70
<br />TO
<br />ow"
<br />70WIMM
<br />m
<br />t
<br />COIN hum
<br />To
<br />0
<br />gOCIMN9 i k
<br />OF TI A1pWI
<br />MNdiw PAtii
<br />t1740H, R" (O.)
<br />8`
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />N/A
<br />8'
<br />H/A
<br />6'
<br />N/A
<br />1 & 2 (ff1P)
<br />55.0, -72.0
<br />g•
<br />7'
<br />9.
<br />9'
<br />9`
<br />9'
<br />9`
<br />8'
<br />9`
<br />D,
<br />1 (BOTTOM)
<br />8'-0' QR LESS
<br />+55.0 -72.0
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A -
<br />5•
<br />N/A
<br />8-
<br />H/A
<br />1 & 2 (TOP)
<br />5'-C
<br />9'
<br />5'
<br />9'
<br />8'
<br />9'
<br />7 1/2"
<br />Ir
<br />9-
<br />9"
<br />9'
<br />1 (BOTTOM)
<br />+55.0 -72.D
<br />6-
<br />N/A
<br />N/A
<br />1
<br />6"
<br />NfA
<br />6'
<br />N/A
<br />S.
<br />N/A
<br />1 & 2 (TOP)
<br />TO 8'-B"
<br />B•
<br />4'
<br />9"
<br />8•
<br />9"
<br />B"
<br />B"
<br />6'
<br />6"
<br />8"
<br />L (80TFQM)
<br />NASA
<br />Prism RE
<br />% (SRO 15/C Ih HOM EDP OF ANGW
<br />OGC S C3uD A 3' Ma FAbt lOF tFAPOLEj
<br />EAPPCiuf� &
<br />SECTIONS
<br />lEADMLRM P
<br />LENGm 'L•' M
<br />7
<br />CONCrIm
<br />o TAe -
<br />HU
<br />+49.2 -61.5
<br />3• ,S"
<br />4..1 4 1/2`
<br />2 (BOTTOM)
<br />Y-6' OR LESS
<br />+52:8 -66.0
<br />3" ? 3".
<br />4" 4-..
<br />2 T1OM
<br />(BD )
<br />7'-6' OR LESS.
<br />t55:0 -72.0.
<br />2 1/2^.. 2 1/2'
<br />4` 3 1/2'
<br />2 (BOTTOM)
<br />Y-6. ON LOS
<br />+55.0 -72.0
<br />2 1/2' I 2 1/2`
<br />N/A NfA
<br />2 C9DttOMj
<br />7'-6' 70 6'-6'
<br />+SS.O -72.0.
<br />N/A INIA...
<br />3. Y
<br />2 (BOTTOM)
<br />Y-8• TO 8'-8`
<br />4tAtmwM AS,a ItESNT
<br />i+ A)ATpiO
<br />,lu PAW 1FJi1H
<br />mil )
<br />W14 Q � 1
<br />�pmw
<br />�.a -T2A
<br />SEE SHEET 15 FOR ANCHIM APE A SPMAM FOR 56TAL MM9 MR) WOOD RIAE SJUM
<br />WARM AMW &FACINGS AND ~AAA Ra MIA/M2: ARE MMT® ON INS 49M= TOR
<br />EO. LESS THAN I OCATEO ON 9CIEWRP 1WDUf,E /Or SPARq BW IM7IPLYIRW SPIC9X)
<br />SHOWNON st mm" ST THE FOLLOWING EACfaS_ ELLS iWus aPERATIOII 70 PO55 E.
<br />RWU= BROW OSTANEO U8W FACTOR SNA L NOT BE TES THAN MMM 9PAM
<br />WgCA1E0 FOR ECH ANCHOR TYPE A7 ANCIMRB 1=0.
<br />oom INK
<br />1/41
<br />Sf4'b
<br />1/4Y
<br />1/4% T/C
<br />UPOGN
<br />1Y SiP-OW
<br />C.4N-N
<br />NK ASAOR VMOW {C }
<br />n
<br />$
<br />S
<br />S 2
<br />'mrbWc91N iMJ
<br />3
<br />3
<br />J
<br />a s
<br />PIaAW WuA OA!
<br />AMA m DOOM
<br />NIORIIR
<br />3•
<br />1
<br />-
<br />Im
<br />NALA ONLY FOR PANELS(])* WHISMALLATIONS AS PER SECTIONS 1 THRU 10, ON SHEETS 4, 5 a 6)
<br />MWA81 ANCHORS SPAONO fOR ED... 3 1/2' ^
<br />AS,a DESIGN
<br />TAPCaI
<br /># iAP-CRP'.
<br />CALK -IN
<br />PANOMATE MWLE' W
<br />"MIIMTE PLUS
<br />CIA) SET
<br />SECTWN5 k
<br />MWNLW PAHiL.
<br />PRESSURE
<br />RAttND
<br />(pt.)
<br />TO a
<br />MC ETE
<br />I To
<br />BIAl3t
<br />10 CONCItm
<br />TO
<br />ComeR 7E
<br />90L0CN
<br />TO CONCRETE
<br />70
<br />CONCRETE
<br />BLOCK
<br />TO CONCIIE7E
<br />TO
<br />COWD=
<br />SLOW
<br />TO CONC m
<br />70
<br />COFTRM
<br />&.Opt
<br />10 OONCtETE
<br />lY>
<br />IXI�AM
<br />BLOCK
<br />ANY ComewoON
<br />OF THEM
<br />LOOM 't.` (IL) .
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />N/A
<br />°"
<br />N/A
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />8'
<br />8-
<br />8"
<br />8'
<br />8'
<br />8'
<br />N/A
<br />N/A
<br />1 (BOTTOM)
<br />8'
<br />N/A
<br />NIA
<br />N/A
<br />B"
<br />MIA
<br />8'
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />d"
<br />NIA
<br />N/A
<br />N/A
<br />8'
<br />N/A
<br />5'
<br />N/A
<br />S'
<br />N/A
<br />N/A
<br />M/A.
<br />2 (BOTTOM)
<br />55.5. -72.0
<br />6'..
<br />N/A
<br />N/A
<br />NIA
<br />8'
<br />N/A
<br />8°
<br />MIA
<br />e'
<br />N/A
<br />NIA
<br />N/A
<br />3 & 4 (TOP)
<br />>Y-5" TO 81-W
<br />OR LESS
<br />61
<br />4`
<br />N/A
<br />NIA
<br />6'
<br />6•
<br />8"
<br />8,
<br />B•
<br />8'
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />S.
<br />N/A
<br />6'
<br />NAA
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />4"
<br />N/A
<br />N/A
<br />8'
<br />6"
<br />8•
<br />6•
<br />1.
<br />8"
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM)
<br />NfA
<br />N/A
<br />12 1/2"
<br />6 1/4'
<br />12 1/2-
<br />6 1/4"
<br />8 1/4'
<br />6 1/4-
<br />6 1/4'
<br />6 1/4,
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />50.0. -53.3
<br />N/A
<br />M/A
<br />12 1/2"
<br />5 1/4"
<br />12 1/2'
<br />: 6 1/4
<br />6 1/4"
<br />6 1/4'
<br />6 1/4'
<br />6 Ile
<br />N/A
<br />N/A
<br />6 ((OP/BOTTOM)
<br />8'-8' TO IV-2".
<br />65.0. -72.0
<br />WA.
<br />N/A
<br />6 1/4'
<br />M/A
<br />6 1/4-
<br />N/A
<br />6 1/4-
<br />6 1f4'
<br />6 1/4-
<br />6 1/4-
<br />N/A
<br />NIA
<br />6 (TOP/BOTTOM)
<br />'-8" 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 />MIA
<br />6 1/4"
<br />6 1/4•
<br />6 1/4-
<br />6 1/4'
<br />8, 9. 10 (TOP)
<br />43.8. -4Q0
<br />8'
<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•
<br />8 (BOTTOM)
<br />12'-e OR
<br />OR LESS
<br />6"
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />S.
<br />6'
<br />6 1/4-
<br />6 1/4•
<br />9 (BOTTOM)
<br />LESS
<br />N/A
<br />N/A
<br />N/A
<br />NfA
<br />H/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4'
<br />B 1/4' 1
<br />6 1/4"
<br />1 8 Ij4'
<br />fO (BOTTOM)
<br />SEE VCM 10. it AND 12 FOR AB1G10R5 1YPE.A SFAGWM FOR 9L4TXOATIONS WM WOOD FRAME &ODYXf.
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<br />& rOR NEW WOOD .FRAME CONSTRUCTION:: WOOD MEMBERS TO BE SOUTHERN
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<br />t. RI5TAL.tA17aN5 ARE ONLY VALO i7Xt tWNLf N S WM A.5.0. " M LOADS LA TO
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