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PTCxC HFN2- <br />POSTWILPW <br />ZMAX(PUR) <br />PT, 2x4 w/— <br />cafflmh <br />@CJIIYS <br />� EA. JOIST <br />OnP <br />2 <br />UNIT PLAN 'C' UNIT PLAN 'B' <br />I <br />4 4 <br />s9a s9a <br />I <br />PT <br />4z12 <br />HFp2 <br />/ <br />PT. <br />®16"oc <br />Rx10 <br />CS16x4'-0" LAP LOWER <br />TOP PLATE VAND <br />ATTACH TO FLAT 2x4 <br />BLKG BTWN STUDS z <br />00 <br />m@ <br />JU <br />w <br />En <br />s0 <br />0 <br />�LL <br />CS16z4'-0" LAP LOWER <br />TOP PLATE VAND <br />ATTACH TO FLAT 2x4 END THUS: <br />BILKS BTWN STUDS <br />Only (1) row of nails <br />observed on interior p B1 <br />edge. Needs (2) rows HGUSB2(F)0 <br />B2 (F) / <br />7 <br />5Yzz9 GLB <br />B1 (F) s$xlz Gta <br />(paaPPEp) <br />16Y2" OPEN <br />WEB FLOOR <br />TRUSSES <br />@ 24'oc TYP <br />-P1`4AHFp2 <br />PT4x4HFN2- <br />PCSTW/LPTA2 <br />POST WI LPUZ <br />ZMAS(PAIR) <br />ZMAx(PAR) <br />PT.2MWl— <br />a <br />DTI <br />SO E. <br />a EA JOIST <br />TRUSS <br />IN <br />PT <br />111.1 <br />4x12 <br />IN <br />HFp2 <br />/ <br />P.T. <br />� 16"oc <br />2x10 <br />PEN <br />WEB FLOOR <br />TRUE <br />w TRUSSES <br />O 024"oc TVP <br />zl� <br />I <br />UNIT PLAN 'C' <br />I <br />4 <br />SOB <br />I <br />-PT 44 HM <br />PIT OxdHIM - <br />PCSTWILPTAZ <br />POSTW/tPfA2 <br />MAN (PAIR) <br />ZMAX(PAIR) <br />PT.20at— <br />(2)lffrc' <br />/TI <br />W3 E B'SGRJOIST <br />-DTTzz <br />onzz- <br />F <br />ND \ <br />TRDS$ 4 <br />Only (1) row of nails <br />observed on interior <br />edge. Needs (2) rows <br />STRUT TRUSS, <br />LOAD =2W PUP) <br />_HDR STRUT TRUSS (DRAG <br />�WALL SHTG WALLSHTG LOAD =2W PLO <br />CONT. THRV CONT TIRU <br />LLLLLL CORNER CORNER <br />FOR HDR _Er <br />IRE <br />see, <br />(TO POST) <br />M SO6 <br />— <br />60"STRAP <br />(SIM) <br />LENGTH <br />5 <br />,5/ 06 QO BM) <br />61 POST W/— <br />ECC066SDS2.5 CAP <br />HOLD DOWN SCHEDULE <br />SIMPSON DETAIL <br />PLAN HOLDOWN BOLT REFERENCE! <br />CALLOUT WPIE DIAMETER NOTES <br />O°5TR — 141508 U.O.N. <br />O (2STRAP5 " _ 14/S06 U.O.N. <br />O— NOT USED — <br />O4 — NOT USED — <br />O VERTICAL _ BEAM TO POST <br />WS30 <br />OSTHD14 — 17/S07 U.O.N. <br />LAP BM 12" AND <br />O CS16x30"STRAP — ATTACH TO <br />STUDS BLW <br />5�+l- 8'-0" ' <br />4 AS REO'D TOCING 57y-4AS REO'D TOCING 6iy,A <br />2 2%4 ACCOMMODATE 2 <br />FLUMBING(TYP) SIIA 1 _.ma8. <br />HORIZONTAL /DRAB STRAP SCHEDULE <br />PLAN SIMPSON DESCRIPTION <br />CALLOUT STRAP TYPE <br />�1 CS16x36' BEAM TO BEAM <br />O (2);S16x36" BEAM TO BEAM <br />�3 CS16x36" BEAM TO <br />TOP PLATE <br />O (2)CS16z36" BEAM TO <br />EA. TOP PLATE <br />�5 HTSSOC TRUSSIBEAM <br />TO TOP PLATE <br />© DSC2RIL-SDS3 TRUSSIBEAM <br />TO TOP PLATE <br />�T DSC5RIL-SDS3 TRUSS/BEAM <br />TO TOP PLATE <br />�8 CS16x36' PLATE TO PLATE <br />5�+l- 8'-0" ' <br />4 AS REO'D TOCING 57y-4AS REO'D TOCING 6iy,A <br />2 2%4 ACCOMMODATE 2 <br />FLUMBING(TYP) SIIA 1 _.ma8. <br />HORIZONTAL /DRAB STRAP SCHEDULE <br />PLAN SIMPSON DESCRIPTION <br />CALLOUT STRAP TYPE <br />�1 CS16x36' BEAM TO BEAM <br />O (2);S16x36" BEAM TO BEAM <br />�3 CS16x36" BEAM TO <br />TOP PLATE <br />O (2)CS16z36" BEAM TO <br />EA. TOP PLATE <br />�5 HTSSOC TRUSSIBEAM <br />TO TOP PLATE <br />© DSC2RIL-SDS3 TRUSSIBEAM <br />TO TOP PLATE <br />�T DSC5RIL-SDS3 TRUSS/BEAM <br />TO TOP PLATE <br />�8 CS16x36' PLATE TO PLATE <br />PT <br />4x12 <br />HFk2 <br />P T. <br />2x10 <br />\ <br />16"ac <br />TRUSSES <br />@ 21 TYP <br />I <br />UNIT PLAN 'B' <br />I <br />4/11Xall <br />P.T. RIM <br />-POST1LPC PTC4 HFN <br />ILR) POST WI(PAR12 HFit2 <br />MAXZMAx (PAIR) ZMM(PNR(2) 2W W/ <br />SCRENSCNI <br />REWST We <br />@EA. JOISleEw <br />r2P mrz <br />TRUSS <br />u <br />sw $eed <br />� I o Wo <br />nz wz <br />az �w <br />�a ww <br />Only (1) row of nails <br />observed on interior <br />—edge. Needs (2) rows <br />HGUI I V /'fJ),II ml <br />- EXTEND SHEAR <br />GTRUTTRUSSIDR G <br />\ <br />-WALL THRV <br />LOAD-250 PL) <br />n <br />BEMISINGSPAGE <br />HDR <br />WALLSHTG <br />WALL SHTG <br />5 <br />C'ST. THaU <br />GDNT.TH0.0 <br />CORNER <br />=FV <br />CORNER <br />2 <br />HDR— <br />B, (F) <br />. <br />—ram P2-2 <br />-2 <br />- <br />PER <br />PER <br />--4/SO6 <br />13 <br />4/S116ddd— <br />SIM <br />508 <br />5 <br />—B1 (F) <br />ADJUSTSPACING As <br />5Y2x9 GILL <br />—+/- 6'-0"REG'D <br />TO ACCOMMODATE <br />PLUMBING MR) <br />,,,,_ <br />B21F)�I <br />swulzcm <br />ECCQ66SDS2.$ <br />CAP <br />BEAM SCHEDULE <br />PLAN BEAM TYPEFACE <br />SIMPSON <br />CALLOUT FACE MOUNT HANGER <br />B1 3Yi xl6Y2' GLB HUMUC612 (MAX), GOO. <br />B2 5Yi xl Sh GLB HUMUC612 (MAX), u.o.n. <br />B3 6Y4rN16$"GLB HGUS8.B8l1Q SOO. <br />I <br />UNIT PLAN 'C' <br />I <br />PIT 4x4 <br />I <br />UNIT PLAN 'C' <br />I <br />PIT 4x4 <br />PT44HFY2 <br />Z <br />POMAX(Pp2 <br />ZMPX (PAIR) <br />MAN(PAIR) <br />MAX (PAIR) <br />PT.20at— <br />(2)SEXY <br />SCREWS <br />FAOJOIST <br />\T <br />DTT7Z <br />Z <br />TRUSSES <br />@ 21 TYP <br />16Y"OPEN <br />WEB FLOOR <br />TRUSSES <br />A 24"oc TYP <br />WALLTHRV <br />DEMISING SPAC <br />TO <br />LOAD250I'L(pUC <br />LOAD=RSOftF) <br />I <br />WALL SHTG <br />HRU <br />TAR <br />t <br />CORNERINEIR <br />FOR <br />k <br />PER <br />R <br />PER <br />]6 <br />SOB <br />4/SU6 <br />SO (F) <br />SIM <br />B31F1 <br />I.8'-0" <br />B1 (F) <br />ZM4X(PAIR)I <br />B, (F) <br />/ CS16XV40' LAP LOWER <br />TOP PLATE VAND <br />ATTACH TO FLAT 2x4 <br />z BERG BTWN STUDS <br />w <br />W @ <br />s <br />Only (1) row of nails <br />observed on interior <br />edge. <br />^Needs (2) rows <br />TOPP s I BLKG B T N STUOFILPIDS <br />IF) <br />1 AS REO'D TO PED'J <br />2 «X4 IDRCP81 (F) <br />ACCOMMODATE <br />SOB _ <br />PLUMBING MR) 15I106 Z�A6 J� 2 1 1 <br />'\v <br />w•sTRAP B2 (F) $ (SIM) B <br />0' STRAP <br />1LENGTH <br />LENGTH 2 �) 15/ 6 <br />S08 1 <br />Bx8 POST WI <br />ECCOB6SDS2.6 CAP <br />FLOOR FRAMING PLAN NOTES: LEGEND <br />1. Floor Ing s a thick (Panel pan Rafing 4. Glue Sibleathing to all Framing Members and Blocking bal <br />withadhesivewM "iNto A.P.A.Speaficadon AFG-01. Fasten Sheathingtc Framing with 0.131'J x2z'Nails askAlonst <br />DETAILOALL-OUT <br />SX.X <br />At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (Par General Structural NMea) at all Untamed Sheathing Panel Pi-X SHEAR WALL BELOW PER SCHEDU <br />Edges. Fasten Sheathing to Framing and Blocking with 0.131"O x 2K' Nails as follows: <br />Framing, Edgar <br />6 <br />Framing, Edges <br />4"oc <br />Framing, Field <br />10"OC <br />Bountlades, Blocking, StMs <br />See Drawings for other Sheathing Nailing requirements. <br />2. Floor Framing shall be iBYa' Deep'dx2' CAnneGp-Plate Trusses @ 26"CC, u o.n. Change 6paGng to 182"oc, a6 required t0 <br />meeMhe deflection requirements. Leading shall be as follows, u.o.n. <br />!: <br />op Lound Chum' <br />Top <br />Live Loatl 40-psT <br />Top Chord Dead Loatl 10-psT <br />Bottom Chord Live Loatl NIA <br />Bottorth Chord Deatlbe axis( <br />il <br />Maximum Live <br />Lead deflection shall <br />be LI600. Maximum TMeI Loaf Deflection shall Be 1_I2,0. Refer to General Structural NMea <br />for other requirements. <br />3. Entl truss at stair wl veda@26'oc or perMGtl. Provitle min. 260 plf tlregloatl wl conneMion to wall below par 9IS08 <br />Interior <br />Rearing W6113 SM1611 be 2%6 blurts 9 I6"W, U O n. <br />Demising Walls shell be (2) walls with 2' Air Space. EeA wall shell be 2x4 Stutla ®18"oc, u.o.n. Each wall shall be sheathed with <br />1 layer of GAS in accordance with Architectural Drawings. <br />Where adjacent Shear Walls am in wnteG, nail stutla together per DISCS. bee 1IS06 fw special awtl requirements at Shear Wall <br />types P1-3. Pi-2. P24, P2-3, and P2-2. <br />5. Headers shall be dxlO U.O.N. Sae DMai1181S06. <br />e. Built-up Gthtl Groups In Walls supporting Beams, Posts or Ginter Trusses above shall be (2) Gwds, u o.n. Gee General Strocwrol <br />Notes for fastening requlrementa. <br />Maximum Live <br />Lead deflection shall <br />be LI600. Maximum TMeI Loaf Deflection shall Be 1_I2,0. Refer to General Structural NMea <br />for other requirements. <br />3. Entl truss at stair wl veda@26'oc or perMGtl. Provitle min. 260 plf tlregloatl wl conneMion to wall below par 9IS08 <br />Interior <br />Rearing W6113 SM1611 be 2%6 blurts 9 I6"W, U O n. <br />Demising Walls shell be (2) walls with 2' Air Space. EeA wall shell be 2x4 Stutla ®18"oc, u.o.n. Each wall shall be sheathed with <br />1 layer of GAS in accordance with Architectural Drawings. <br />Where adjacent Shear Walls am in wnteG, nail stutla together per DISCS. bee 1IS06 fw special awtl requirements at Shear Wall <br />types P1-3. Pi-2. P24, P2-3, and P2-2. <br />5. Headers shall be dxlO U.O.N. Sae DMai1181S06. <br />e. Built-up Gthtl Groups In Walls supporting Beams, Posts or Ginter Trusses above shall be (2) Gwds, u o.n. Gee General Strocwrol <br />Notes for fastening requlrementa. <br />BEARING <br />OR <br />SHEAR WPLL BELOW <br />[ ] <br />BEARING <br />OR <br />SHEAR WALL ABOVE <br />a <br />I <br />� <br />Ib <br />w <br />H <br />� <br />W <br />3 <br />h <br />� 3 <br />w� <br />Z� <br />LL Z <br />Oa <br />J a. <br />�R <br />Q Z <br />O� <br />UQ <br />W Wo <br />W <br />0 <br />0 <br />W <br />0 <br />c� <br />2 <br />t <br />W <br />U <br />N <br />Lit. <br />IL <br />Q <br />� <br />a <br />a3�( <br />•V <br />/L <br />v <br />POST BELOW <br />Ay <br />JOB NO.: <br />BLOCK THRU FLOOR FOR POST ABOVE (MATCH AREA) 22-23944 <br />PLOT DATE <br />FOR HEADER PER PLAN NOTES 01 <br />(F) FLUSH FRAMED (BOTT. FLUSH WI BOTr.OF FRAMING) DATE: O611 ]/2022 <br />SCALE: Y."=1'-0' <br />HOLD-DODRAWN: BDSWN TO WALL ABOVE PER SCHEDULE ON PLAIN <br />CHCKD: RMH <br />/,'_,'� 0 1 2 0 8 16 K S03 <br />