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Plans x_5l „To • 6;17C SIMPSON MSTC40 ALIGN W/ SIMPSON MSTC66 START STRAP �.nf_0 PaOF�c,, HOLDOWN POST BELOW AT BOTTOM OF HEADER y,C9 r,1N@ e i SIMPSON E MS EA� O O O 3 53.0 ? 7 S3.2 p T k` • 18PE EACH END SHEAR OWALL TO(2)2x6 SW6 --.—,-- — OREGON 7/8"CDX T8G PLYWOOD Bx8 6x12 W/� J iSAr 12 .jp� � W/10d 6"O.C.EDGES SIMPSON 8 i 2ELD SIDEH END 1EXPlRES:ta-v--2ooi 1 I !! 12 S3. x if' v v ®60nAlk Ou' r R i r iR SIMPSON MSTC66 'S `� I 6+6 ca STOP BEAM 1/4"CLEAR El• h O ,7 FROM FACE OF LEDGER A" EACH END SHEAR © $ WALL TO(2)2x6Allk N 10; m r ��- ) -? NIP5 SNOW I RIFT © I 'I II Nip SNOW PSF SHEAR WALL SCHEDULE SIMPSON MSTC28 2x4 .t‘ij� e. (N)(2)2x6 FULL HT STUD W/ DBL TOP PLATE TO ' (1)2x6 T I ,,ER STUD(2) MARK SHEATHING„�T NAILEL EDGE SILLIT ANCHORTE le 2x6 DBL TOP PLATE ���, , �. PLACES z Z svWs oNEFACE _SHEATH KM Oc oi"se sl�liEa's'�o`' © - t \� (E;4 00 r� 1f Z"° cOONI 7/8"CDX T&G PLYWOOD ,� — F gi 2 s'oc.AT wooD " 1 W/10d 6"O.C.EDGES � � - 1 — ~ v N 96'gA A.B:c AT N"O.C. � � (N)9 1/2" I 1 AT 16"O.C.FLOOR INFILL Q CV SW3 e<cM°A .SHEATH 166ATroC oNI oR o NrE o 0 AND 12"O.C.FIELD J it rn Q A J -, W/S; •`�1 •2.06/9.5 EACH END.USE Q ALL NOTES �'• wiThl It '�' SIMI.07•1 :4 2.1/9 WHERE SKEWED < .O c, SHEAR 11 SHEAR WALL SHEATHING SHOWN BY DARK LINE ON PLANS:rraZ' ���; (J')3 .11� HANIER'li'1 RED.FIELD VERIFY ANGLE �� O0 2) BLCCK AND NAIL ALL PLYWOOD PANEL EDGES WITH 3x MIN.THICK BLOCKING pit __ t , Q N Q J 3) WHERE SHEATHING IS CALLED OUT EACH FACE OR NAILING 16I"OC.OR - - _ LESS.OFFSET PANEL JOINTS TO FALL ON DIFFERENT STUDS OR PROVIDE © ® _¢ ^ �lL OR TNCKER STUDS WITH NAILS ON EACH BIDE STAGGERED.USE 3x BLCCIGNG. Ip Z `a ' ,_ — 'IY � Q O~ Z x ® POST I' )2x6TO6x6 n FOR „EAT11NG.USECOMMONNaLB.OFTHEFOLLOWINGSUES CO �� POST BELOW NOTCH 'ILL PLATE AND �U Im laean xaww. II S) NOT USED © _ .3 1/2 x 11 7/8 LVL '� CO w 6) NAIL HEADS OR STAPLES ARE NOT TO PENETRATE FACE PLY OF SHEATHING. 646 6x6 r�= SHEATHING TO RUN` RAP THROUGH u> t) EXTEND ALL SHEAR FWALL SHEATHING TO THE TOP PLATE OF THE FLOOR - - �—�L L 1 3/4 x 11 7/8 LVL I FRAMING OR ROOF RAMINGLEVEL ABOV AND TO END POSTS WITH O I 5 1/4 x 11 7/8 LVL W/ �, 0 DO"S 5 1/4 x 11 7/8 LVL W/ SIMPSON HHUS5.50/10 •� _�� 6) F���SPAc0GAT INTERMEDIATE FRAMING MEMBERS SHALL BEITC.C. SIMPSON HUCQ612-SDS 11 EACH END r 6) EDOENAILPLYw'OOCTO ALL POSTS WITH HOLDOWRS.TO TOP WALL EACH END (N)11 7/8 TJI 360 AT 1: O.C. OAT.. SILL PLATE 'DI)L O PRESSURE TREATED(P.T)SILL PLATES WHEN IN CONTACT yf WT„coN RE E 4 SW6 SW6 I STOP BEAM 1/4"CL ' ' t1)SILL ANCHOR BOLTS NOTED TO BE.J EXTEND BOLTS ABOVE 1 1 SIMPSON MSTC48B3 10 9 12 FROM FACF F 1 FOS•- CONCRETE 2 1/2 Ai h PLATES.3 1 3AT3xPUTEs. TO(2)2x6 STUDS EACH S3.1 S3.1 S3.f 12)USE SIMPSON BPS SG.SQUARE WASHERS UNDER NUTS.INSTALL SQUARE I I iI g u TO WALL MVO..PLACED 1?FROM FACE OF PLATE ON SHEATHING SEE END OF SHEAR WALL u)Wm1ERESHEARWSLLSHEATHINGOCcuSSEACHFACEADDFURPNGENTIRE TYP BOTH SHEAR EDGE NAIL BOTH II it w i PACE aF WALL,AR REQUIRED TO PFVIDE EVEN FlN19H. to DO NOTRECES6NUTSINTOSILLPIATE O WALLS ON GRID 8 SHEAR WALLS TO L� i 9 - - HOLDOWN POST a d a'' SHEE OSECOND FLOOR FRAMING PLAN NORTH® n^•e� T A, JL L 0 0 0O ¶ TT ` �.. 18PE� O - rE.,- __ s T e o ol> o<ow"` 15/32"CDX PLYWOOD II �,� I1 1 3 ( M. CO SHEATHING W/10d "r*FAI I S3.0 S3.0 ( EXPIRES:iX-3l-aocl1 z AT 6"O.0 EDGE AND 'r n.1 I i.12"O.C.FIELD III' 2 co I ry E S3.0 III �� 11 III $� I I I: 2x4 W/SIMPSON 5 L 3 LUS24 EACH END I I 1� S3.0 III TYP EACH o • ® SKYLIGHT LI — y_. z T © - - — II ,I® (N)MANUF TRUSS COLLECTOR TRUSS S3.0 I i OVERFRAMING V=4200# II (SEISMIC,ULT) I 6 © - - 9 LL--i t� 0 z S3.0 r r� Q III • 7 F- N a O 53.0 0 x> Lj Frn z F � �o IL`JJ "AT u_r NO a C. Q Q li ROOF STEP a N e Pi 2 F— y g © — N N Q LL ,,, L 9 z gg Ii IICOLLECTS R TRUSS '+f CO =2950# 0 - - r, I I (SEISMIC, L ) f) ' LL(j. O 11 11 00 11 � o ,, 7 u.Q I� eh aN U1 0 LL__L_ _ L_JJ a wr S3.0 LL==-� �r==JJ a I __ o 2 g 1 S3.0 i Ls 4 a O ROOF FRAMING PLAN .o'." ) Mr=Id AT 1107 S2.3 FOOTING SCHEDULE o p PRpF MARK SIZE REINFORCING G r�.'�. GiNE�`/� U +'a'.,'s'.,•aTHCK mwEACHwAYBOTTOM13 SIMPSON HDU2-SDS W! 7\14 # 0 C? `tfjfpCD 2a.a.,•r wcK mwEACHwnvBonoMI ®i 0Sy�g0 1 1 5/8"DIA ROD IN EPDXYa 18PE ® > � WITH9"FMBFDINTO�,2•s.,•o-THICK m.4EACHWAYCOTTOM STEM WAL iL ORE(39N ® ,•Rt'WIDE 8 ILO...DONT R)u CONr BOTTOM I , dm a e v... �L_J ',)_ pr„ '10,_�j� 4s WIDE.Pa THICK corm SEE DETAILS .r�o� �`o, sT.2 l0 2x6 T&G CAR DECKING F4 C0� 1 W/(2)SIMPSON WSNTL o® #8 x 3"SCREWS TO I EXPIRES:1a-31�arral ( g.SHEAR WALL SCHEDULE ®' .o(N)4x8 TYP' EACH FRAMING , +z a.r PANEL EDGE Ic SILL PLATE 14 ALL JAMBS TO BE ® " © e MEMBER -O MARK SHEATHING 13 NAILINGB,y5 SILL ANCHOR (1)2x FULL HT W/ VW 9` UV DIA Gz D.C. (1)2x TRIMMER ® -,1 CO i o o —,C (N)P.T.4x4 TYP 5 SW6 ONEZFnC .SHEnTH .AT S'OC. :IE ; _ _TYPUON. ®�-1.P O _� 0OO AT 3'O.G SW3 EACH WWOOD Nay NV LD I I o I 'c ® L_J S SHEAR WALL NOTES. 0 0 NW ` J L I • i 1) SHE WALL SHEATHING SHOWN BY DARK LINE ON PLANS I i -1 2) BLOCK AND NAIL ALL PLYWOOD PANEL EDGES WITHh MIN.THICK BLOCKING SW6 ° � r 1 HI WHERESHEATHNOIa GLIEOOUr EACH FACE OR elro S.O.or M ( /- - F I W,ORT THICKER PANELJWITH AI FALL EACH AFFERENTSTUDS STAGGERED. MONDE 2 / 1�- T�J h DRmICI DoM13,SwOH USE ON EACHAILSFTHFOLL USE O,I.SLDCKING. o----------- / I I .) FOR PLVWODD.SHEATHNG,USE...NAILS. mEFOLLOWTN3 SIZES }6 L-_ �, B..a,,,B.,RN 0 r-- — i t-- (3)2x4 FULL HT W/ B) NOT SED 3°z (1)2x4 TRIMMER B) NAIL HEADS OR STAPLES ARE NOT TO PENETRATE FACE PLY OF SHEATH. '� 1 2x4 AT (E)2x6 CAR TI EXTEND ALL SHEAR WALLSHEATHNGTOTHETOPPLATEOFVIEFLOOR ® I Fc 16"O.C. DECKING OVER HFFIAMING OR OLOOWHs ROOF FRAMING LEVEL ABOVE AND TO ENO POSTS OATH L__ 1 —,® Z Q 1 1 POST AND BEAN B) FASTENER SPACNGAT INTERMEDIATE FRAMING MEMBERS SHALL BE)To.C. 3 i' L FIELD LOCATE O —I FOR s) NNLPLYDNOODTO ALL POSTS WITHHOLDOWNS.TO TOP WALL ® (N)4x8 UNDER h- O 0.1 U` PLATE AND sill PLATE 10)USE ESSURETREATED(P.T.)SILL PLATES WT..CONTACT i WALL W/SIMPSON (E)(3)2x6 POST ? WITH CONCRETE I qo- r- J` LUS48 TO(E)BEAM Ce ,n SILL ANCHOR BOLTS NOTED TO SE o-s EXTEND BOLTS ABOV •E J AND(N)4x4 ON(E) • Q 0 CONCRETE 2 NY AT h PUTES n G+?AT 38 PLATES. FOOTING AT EXT F2.o I— rn R w • ,z)USE SIMPSON BPS V.sowRE WASHERS UNDER NUTS.INSTALL SQUARE .� WALL r--' T -- --- 1 w > TO WALL WI WASHER PLACED 1O.FROM FACE OF PLATE O4 SHEATHING SIDE ^ ,ii __ 1 W 1 13)WHERE SHEAR WALL SHEATH.OCCURS EACH FACE ADD FURRING ENTIRE o- - L- T I -- --- ----J Q 0O~ Z FACE OF WALL,AS REOURED TO PROVIDE EVEN FINISH ,A 14)DO NOT RECESS NUTS INTO SILL PLATE. 'Y , 1 6v I © 5 ol 1 __ _J T HOLDOWN SCHEDULE 6 SW31 MARK HOLDOVVN ITT POST ANCHORS ANCHOR BOLT L _1AND POST (E)10"TALL x 1'-3"CONT 0 I Co El WOE 'S (+o)sa,1..21a SIMPSONCIA ANCHOR FOOTING FIELD VERIFY I O SIMPSOry HOUSA082.5 Hl)SOS 1/4Y21a 6MP90N PPRS OR ? FtU a y W/R)h 9TUD9 YB'qA ANCHOR SIMPSON TWOARSGLR BIMPSON PPar OR 8 ® L I r I 1] wr POST PER PUN (p16D51Nx2fa ]rB'gAANCHOR �_—_—_—_—_— L—J L__J I NOL DOWN NOTES MATCH(E)FOOTING 1 1) 'SOT DESIGNATES-ETRONGDRUGAAOA•BYSIMPSON. HEIGHT AND DEPTH. w g 2) HRSTDIMENOINTLASED IS ABNIMUM WIDTH REQUIRED.UNLESS SHOWN O HERW SE ON PUN. (2)#4 x 5'-0"EACH 3) NNL SHEATHNGTO ALL HOLDOWN. POSTS Wr EDGE NAIL SPACING END 3"CLR I w s PER SHEAR WALL SCHEIXXE. NOT USED BOTTOM EMBED 6" 1 - 41 9O IN EPDXY TO(E) i FT RI wHENHOLDOWNPOSTBCONSISTOFMULTIPLEh STLWS.NNLALLSTUDS J L__J EACN s upvarH 1m ai 4-o.c.sTACOERED FOR FL4L HEIGHT aF FOOTING. 4 as SHEET OMAIN LEVEL FLOOR FRAMING PLAN 1„RT 1141.� � + S2.1 4