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"-12'-0" <br />2'-6" --r� 3'-0" 3'-0" IC T-6" <br />WALL LINE "C" 3040SH 3040SH <br />I W <br />a <br />L <br />F <br />R602.10.6.4 CS-PF <br />SEE DETAIL R602.10.6.4 <br />ON PAGE 4 <br />24" PANEL PER <br />TABLE R602.10.5 <br />WITH LSTA18 STRAP <br />EACH SIDE OF HEADER <br />36-0" <br />MAX OPENING HT 80" <br />Q <br />w <br />miN (2) 2x(p �4v-Ap!E2 C? <br />W/ KIND AND JAM-D STLA-PS P311.3 <br />FUG E-AC44 WINDOW MIN LAN PING AT EXT <br />FOURSTO'DE 3(0" IN T <br />OF 7PAVEL AN-P WT-PT4 <br />II <br />l o <br />II <br />NEW 0?- Vv101�IFIE9 WALLS � <br />ARE 44AT0:0 TO ALSO <br />I��z T sT� ��v WALL ( �\TES (3) EXISTING <br />WALLS TO?-EMhlN AS IS, <br />I <br />s— — — — — — -- — I I I NO Gwa IS To �3E <br />INSTALLE <br />l I o SECL(RE-DOTTOMpLATES OF T4 ESE WALLS WIT4 o <br />SIiMPSON "R-f'F3#5X1Cv IDOLTS 1E)" O,C, AN-P MIN 12" I <br />�� ` EKDEVMENT INTO (EXTSTTN(� 22" I�EE-P) FCOOTINr \ <br />��' {ONV TNSTLL�I WIf,NUf�CTI iR SPECS, <br />NEW �EfiPERREQUI­P-ES MIN 3,5 SQ, IN, OF 13EA-P-INGI, <br />I-A4 x 1z -PF #Z I E4 TO +�so � O s��c 4AN-P <br />r-pF, OF 6AT-� -j� oWo � <br />W/ K.ZN6 AN-P ti <br />�8 ST PS �— <br />— — 51/4 x 11 -7/8 2.0E TSL- <br />8090 <br />2'-0", i " 8'-0" - T-0" <br />IT-0" <br />WALL LINE "A" <br />16070 <br />T-0" 16-0" <br />24'-0" <br />12'-0" <br />FP404.1.4.2 (3) <br />MIN V' TOM PATTON WALL <br />iYPTGRL T� L{Np� 54° CJR <br />i)Y T�t�LEP4D4.1.1(1) <br />OT}4ERWISE VAIN 7.5" <br />I <br />P30q.1 le P50(v <br />SLOPE"-P 4" CONCRETE <br />SLAB AT 6AT-A( iB <br />12x(o <br />FOOTINGS PEP <br />TA131—E P403.1(1) <br />SCALE 1/4" = 1f � - 1'-10 1/2" 8'-3" <br />12'-0" - <br />N�� <br />CONTINUOUS SHEATHING <br />BRACED MALL METHOD <br />R602.10.4.1& TABLE 602.10.4 <br />METHOD: CS-WSP U.N.O. <br />EXTERIOR SHEATHING <br />s <br />3/8" 24/0 RATED ON STUDS AT 16" OC <br />6d COMMON AT 6" OC EDGES AND 12" OC FIELD <br />PER TABLE R602.3(3) <br />�® <br />INTERIOR SHEATHING <br />1/2" GWB 1 1/4" SCREWS TYPE W OR S����� <br />7" OC EDGES AND 7' OC FIELD <br />-OR- <br />`ro coI' ?"y <br />5/8" GNVB tiv/ 1 5/8" SCREWS TYPE W OR S <br />7" OC EDGES AND 7" OC FIELD <br />PER TABLE R602.3(1) <br />kp' <br />wftL L (A <br />a� <br />TABLE R602.10.5 <br />L <br />MINIMUM PANEL LENGTH 30" <br />Ln <br />�I <br />TABLE R602.10.3(3) - SDC DI <br />Ln€ <br />(INTERPOLATION USED) <br />f <br />DETERMINES LENGTH OF <br />d BRACED WALL PANELS <br />_ <br />FOR EACH WALL LINE. <br />WALL LINE MIN. REQ. BRACED ACTUAL CONTRIBUTING <br />DESIGNATION PANEL LENGTH LENGTH <br />A 7.64' 12.0' <br />B 5.3' 25.0' <br />C 2.55' 5.0' <br />D 5.3' 11.0' <br />HATCHING INDICATES <br />BRACED WALL PANEL <br />PER TABLE R602.10.4 <br />M <br />36-0" <br />24'-0" <br />TAT) LEP403.1(1) <br />FOOTINC, <br />SIZE <br />SNOW 627-00,F <br />LIVE LOAD <br />ST6(?11& T4PE <br />WJ LIC1441 fRAME <br />LOA-P DEATIN6 OF SOIL <br />(psf) <br />V � <br />30 psf <br />1 slab oil o�rade <br />1 with crawl space <br />1 plv<s basevnevit <br />2slabo (bade <br />2 with craved space <br />2plrnsbavn seellt <br />3 sub olnc)rade <br />1500 <br />2 <br />1x <br />13 x <br />161 X <br />12x <br />2 x z <br />23x(7 <br />15x o <br />ZODD <br />12 x (P <br />12 x <br />14 x (' <br />1ZXC <br />13 x Cr <br />1-7 xly <br />12x <br />2500 <br />12 x <br />1Z x <br />12 x (0 <br />12x(p <br />12 x (v <br />14x(v <br />12x v <br />300D <br />12 x v <br />12 x <br />12 x <br />IZX n <br />12,x (, <br />12x(r <br />1Zx�, <br />3500 <br />12 x <br />12 x <br />12 x <br />12x(v <br />12 x (P <br />12xCr <br />12x� <br />4000 <br />12 x <br />12 x <br />12 x r <br />12x(p <br />12 x ( <br />12x(p <br />12x v <br />awlYhtrawl space <br />20x6 <br />15xe <br />12x1v <br />1ZxP <br />12x(Q <br />12x(O <br />y - <br />- - - <br />3plasbasemevit <br />2(vx3 <br />20x <br />---- <br />1Cox(P <br />13x� <br />12x� <br />12x(o <br />-- <br />- --- <br />f <br />— — --— <br />— -- — <br />— <br />— <br />— <br />— — <br />— — <br />— — <br />I <br />0 <br />(N) 1AN 0 <br />I I I <br />SIIMPSON'T PFa#5X1(v DOLTS 13" O,C, AND V+IN 12" rPOM T44E <br />EN -PS Or EAC44 PLATE SECTION ANP VAIN 12" EMT3EDWIENT INTO ( ( ��m� ®a��� <br />0 <br />a l EXISTINCA 22" PEEP) FOOTING AN-P INSTALLEP PSR VV1AN�tfACTUPER SPECS. 0� <br />�—� — — — — — — — — — — — — � ®gym 1 2-2fl22 <br />" 1 _ � _ _ <br />6'-101/2_6' 0 �r� 3'-0" <br />'4 (( dq �() yjA�� Dry 24p''-0" <br />