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UNITPLAN'C' Y UNITPLAN'C' <br />PT4x4 HM2 PT4x4l <br />POST WI LPC4Z POST WI LPC4Z <br />ZMNI(PAIR) ZMA%(PAIR) <br />PT 4x4 XTg2 POST Wl <br />PT4x12HFk02(DROFRED) LOGdi (PAIR) PT4x12HFk02(DROPPED) <br />PT. 2M w1(2)Rush <br />/ \ SCREWS@EA JOIST / \ <br />I <br />PIE 2x10 \\ // PT h10 <br />I 18 I 19 I I <br />506 / \ <br />DTpzz DTTvz DIEDS DTTM <br />P1-2 P1-2 <br />2 m NOR 1 NOR \ DR 1 NOR <br />aISO6 <br />_ 2 <br />Qa ON 6 00 T T ip � 6 103 O <br />Posh soa soa $08 �6 $os �,6 Posh <br />gt6 <br />14 <br />808 <br />t <br />U mm�UJ ^h ram <br />16Yz OPEN � w 1OPEN ¢ <br />WEB FLOOR a J G n= J WEB <br />FLOOR ¢ o <br />TRUSSES a o a N TRUSSES ¢ <br />@24"oc TYP @24"oc TYP <br />UNITPLAN'C' Q UNITPLAN'C Q <br />— PT4M HEX? PT40 HFIG <br />POSEWILPC4Z FOSTW1.CeZ <br />ZMA)I(PAIR) IIM%(PAIR( <br />PTON 21MU POST W/ <br />PT 4x12 HFk02 (DROPPED) LPc4i IIM%(PAIR) PT 4x12 HFk02 (DROPPED) <br />\\\ PT. 2M wl(2)Mt / <br />/ \ SCREWS 0EA JOIST / \ <br />P.T.9H0 PT h10 <br />18 19 / ®16•m \\ <br />\ I 506 I <br />OTTzz DETgz DTT2z <br />x <br />1a� <br />Z T <br />a T Q <br />16Y2"OPEN ¢w`�c' <br />J <br />a <br />=raw 16Yz"OPEN rc <br />a J <br />WEB FLOOR a <br />Q WEB FLOOR Q <br />TRUSSES a o <br />a N TRUSSES <br />@ 24"oc WP <br />@ 24"oc TYP <br />CS16x4'-0" LAP LOWER <br />/ <br />``ryjLT <br />TOP PLATE V-4' AND <br />i <br />ATTACH TO FLAT 2x4 <br />BLKG BTWN STUDS i <br />¢m <br />END TRUSS <br />pt �4 <br />i2J <0 <br />END TRUSS <br />21 <br />Lq <br />Go <br />tt � <br />1 <br />ornz <br />1 <br />of <br />UU <br />�= <br />is <br />LL <br />�w <br />yw <br />W~O <br />3 <br />ma <br />az <br />00 <br />�? <br />0 <br />was <br />w <br />as <br />m <br />o- <br />on <br />CS16z4'-0'LAP LOWER <br />TOP PLATE 1'-0" AND <br />HGUS5.50/10t <br />p'D <br />z ug <br />ATTACH TO FLAT 2x4 <br />END TRUSS <br />ENDTRUSS <br />w <br />BLKG BTWN STUDS <br />STRUOAD- (DRAG <br />E%TENOSXFAR <br />STRUTTRU33 () G <br />¢ <br />LOAD=26SPUR <br />wuLrxau <br />LOAn=2W PL1 <br />rc <br />HGUS5.50/10 <br />HGUS5.50/10 <br />o' <br />OEMnualPACE <br />' <br />5 <br />WALLSHO <br />WALL SHTG <br />WPLL BHTG <br />I 5 <br />END TRUSS <br />COLT all <br />CORE. THRU <br />GONT. THRU <br />CORNER <br />CORNER <br />CORNER <br />% - <br />UTTRUSS (DRAG <br />SXEAR <br />3G <br />STRUHRU <br />. of22 <br />0 <br />- HDR <br />HDR— <br />o <br />LonD=260 ELF) <br />W)JULT <br />oEralsND <br />LOAn=260 PL 1: <br />-OsD <br />B1 (F) <br />a1 (F)+a <br />SPACE <br />PrC2P2 <br />2 <br />5 = <br />WALLSHTG <br />WALL SHTG <br />WPLL BHTG <br />HGUSS.SOIfO <br />—PER <br />PER <br />PER— <br />CONT THRU <br />CONT. THRU <br />GONT. THRU <br />13 <br />aso6 <br />a/sob <br />13 <br />a/sa <br />N <br />CpiNSo <br />CORNER <br />CORNER <br />soa <br />5 <br />SIM <br />sob <br />5 h <br />r372xy <br />N. <br />ry <br />HDR <br />HDR— <br />d <br />`*p <br />6i2x9 GL8 <br />A <br />B IF) <br />ADJVSTSPACINGAS <br />,. <br />rGLB_ <br />Bt (F) <br />g <br />REO'DTO OMMODATE <br />+/-at0" <br />+/- '-0" <br />REO'D TO ACCOMMODATE <br />- <br />P2'2 <br />- <br />B1IF) <br />PL BING(TVP) <br />PLUMBING(TV <br />PER <br />PER <br />PER <br />13 <br />.I SIS1z GtS <br />B2 (F) <br />2x4 <br />2 <br />B2(F) <br />s$xlz cLe <br />N <br />j a506 SO8 <br />+d+ <br />—4/SO6 <br />�- <br />4/506 = <br />`V <br />(DROPPED I <br />2 <br />2x4 <br />1°aDPPEOV <br />5 <br />SIM <br />^� <br />v <br />— <br />32x6 <br />3ZN6 <br />Sy%9 GLB <br />REO'DTOVSTSPACINGAS ACCOMIAODATE <br />(F) <br />I-B'-O" <br />B18 <br />+l-6'-0" <br />RligaADJCCINGAS� <br />REO' O ODATE_ <br />YJ 5 <br />(TO POST] <br />PLUMBING DR(P) <br />TRIP) <br />RING (TYP) <br />SirSTRAP <br />20/SO6 <br />5A2 GLB <br />B2(F) <br />S2 IT) <br />201 <br />B2(F) <br />B2 (F) <br />(SIM) <br />(DROPPED) <br />2 2x4 <br />2 2z4 <br />5 <br />5 <br />6x6POST W/ <br />(SIM) 1 <br />Ro all <br />(TO BM) <br />1 <br />3 6 <br />32N6 <br />ECCQ66SDS2.5 <br />15/ 06 <br />6x8 POST W/ <br />2 <br />2 <br />6x8 POST W/ <br />1 OB 1 <br />CAP <br />ECC066SDS2.5 <br />SOB <br />S08 <br />CC066SDS2.5 <br />CAP <br />P <br />(SIM <br />20/SO <br />5 2(F) <br />B2(F) 1 <br />(SIM <br />po eMl <br />TON <br />1W1 <br />Bx6 ST W/ <br />2 <br />2 <br />6z8 POST W/ <br />ev stRAP <br />LENGEx1 <br />EC¢I]66SD32.5 <br />508 <br />SOB <br />ECCO66SDS2.5 <br />r <br />CAP <br />HOLD DOWN SCHEDULE <br />SIMPSON <br />DETAIL <br />PLAN <br />HOLDOWN <br />BOLT <br />REFERENCE/ <br />CALLOUT <br />DIAMETER <br />TYPE <br />NOTES <br />OCSTRRAP <br />- <br />141S08 U.O.N. <br />(2)CS16x46" <br />O <br />_ <br />14BOS U.O.N. <br />STRAPS <br />O- <br />NOT USED <br />- <br />O4 <br />- <br />NOT USED <br />- <br />VERTICAL <br />O <br />_ <br />BEAM TO POST <br />WS30 <br />OSTHD14 <br />- <br />17/S07 LLO,N. <br />LAP BM 12" AND <br />O <br />CS16x30"STRAP <br />- <br />ATTACH TO <br />STUDS BLW <br />OHDU11-SDS2.5 <br />SB1%30 <br />1WS07 LLO.N. <br />HORIZONTAL/DRAGSTRA SCHED E <br />PLAN <br />SIMPSON <br />SC 10 <br />CALLOUT <br />STRAP TYPE <br />�1 <br />CS16x36" <br />BEAM T <br />❑2 <br />(2)CS16x38" <br />BEAM TO BEAM <br />BEAM TO <br />�3 <br />CS16xW <br />TOP PLATE <br />O <br />(2)CS16x36" <br />BEAM TO <br />EA. TOP PLATE <br />�5 <br />HTs30C <br />TRUSS/BEAM <br />TO TOP PLATE <br />© <br />DSC2RIL-SDS3 <br />TRUSS/BEAM <br />TO TOP PLATE <br />�] <br />DSC5R/L-SDS3 <br />TRUSS/BEAM <br />TO TOP PLATE <br />�8 <br />CS16x36" <br />PLATE TO PLATE <br />BEAM SCHEDULE SCHEDULE <br />Verify Nailing is at 211 ac to N N <br />,top plates and to mudsill. <br />Some areas looked <br />undernailed. <br />HDR <br />W����� END <br />(SIM) I <br />UNIT PLAN 'B' l o J <br />(REV.) <br />YYY <br />zgxb <br />ROPPED) <br />OTRUSSES XO 2 <br />TRUSSES <br />M-STRAP <br />'!?.I <br />r <br />R <br />IRS <br />■Iir <br />PT 6x6 POST W/ <br />44lsos <br />—PT. 2Mw1gd <br />sayer SCREWS <br />9 Be JOIST <br />LEGEND <br />a <br />I <br />Q¢ <br />z <br />w <br />� <br />p <br />< <br />W <br />3 <br />h <br />� 3 <br />w1 <br />21 <br />�v5im <br />",...�.a... ...,...maw <br />LL Z <br />Da <br />Ja. <br />LL �R <br />V <br />Q <br />Z <br />0� <br />UQ <br />W� <br />LL <br />W <br />E <br />O <br />O O <br />W <br />O <br />C� <br />2 <br />t <br />W <br />>� <br />cl <br />a� <br />U <br />N <br />U- <br />�/'� <br />VJ W <br />Q <br />O <br />cz <br />"'u, „w,,, ,a.,,e„ w'. „" , w va,,., ..... are ....w , a„" o",owy w,,m <br />w adhesivecon "iNWA.P.A.Speaficadon AFG-01. Fasten Sheahingto Framing with 0.13I.Ox2N' Nails asfdlows: <br />SX X DETAILCALL-OUT <br />At areas iModdled as Boded Diaphre9m, provide 2x Flat Blocking (Par General Stmcturel Notes) at all Untamed Sheathing Panel P1-X SHEAR WALL BELOW PER SCHEDULE OF 1/SOB uy <br />Edges. Fasten Straddling to Framing and Blocking with 0.131"O x 2N' Nails as follows: 0:w <br />BEARING OR SHEAR WALL BELOW iU O f <br />See Drawings for other Sheathing Nailing requirements. L — — _ ] BEARING OR SHEAR WALL ABOVE 1 <br />2. Floor Framing shall be 16N" Deep "4x2' Conneddor Plate Trusses @ M-co, Too. Change spacing to 182mc, Be required W U [j <br />meet the de6ectlon requirements. Loading shall be as follows, u.o.n.: Q <br />POST BELOW <br />T <br />O JOB NO.: <br />Maximum Live Load deflection shall be UEDD. Maximum Total Load Degection shall be L240. Refer to General Stmcturel Notes 22-23944 <br />fa other requirements. BLOCK THRU FLOOR FOR POST ABOVE (MATCH AREA) <br />3 Entltrussatiterwlvenret@24-ocorper Arcttl. Provide min 240plfdregloadwlwnneniontowallbelowper9IS06 PLOT DATE <br />NOR HEADER PER PLAN NOTE 5 07115QOM <br />WALL FRAMING PLAN NOTES: <br />xtencr Walls shall be Shear Wall type - with x6 Studs@ 16•oc. u.o.n. <br />Interior Bearing Walls shall he 2x4 Studs @liras, ao n. (F) FLUSH FRVAED(SORT. FLUSH WI BOTr. OF FRAMING) DATE: O7/15QO22 <br />Demising Walls shall be (2) walls with 2-Air Space. Each wall shall be 2x4 Studs @ 18"oc, u.o.n. Each wall shall be sheathed with SCALE: W -1'-0" <br />1 layer of GWB in accortlince with Architectural Drawings. <br />X DRAWN: BOB <br />Where I-3. PI- Shear Wells are in wnletl, nail studs together per 3I306. Bee 1IS06 fw spedal a1W requirements at Shear Wall HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAIN <br />types P1-3. P1-2. P24, P2-3, and P2-2. CHCKD: RMH <br />5. Hedere shall be 4x10 U.O.N. See DMai11WS06. BLDG: SHEET NO.: <br />e. Built-up Stud Greupa In Wells supporting Reams, Posts or Girder Trusses above shall he (2) Studs, U dn. See General Structural 0 1 2 4 8 16 <br />Notes for festanmg reqularmenta. 1N"=1'dr J S03 <br />Framing, Edgar <br />6"oc <br />Framing, Field <br />10"oc <br />Bountlanes, Blocking, StMs <br />6"oc <br />Framing, Edges <br />4"as <br />Framing, Field <br />10"OC <br />Bountlanes, Blocking, StMs <br />4"as <br />Top Chottl Live Loatl <br />40-psf <br />Top Chord Deatl Loatl <br />10-psf <br />Bottom Chord Live Loatl <br />NIA <br />Bottom Chord Dead Loatl <br />5-psf <br />