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i <br /> UNIT PLAN 'C' 2 UNIT PLANS' 3 UNIT PLAN'C' w <br /> 4 — <br /> ,=J <br /> z <br /> JI Q <br /> 4 4 q L) c <br /> SOB S08 SUB <br /> Q <br /> P.T 2xtD RIM P.T RIM P.T.3x10 RIM <br /> PT4x4 NFN3 PT 4x13 HFN3 - PT 4x4 HFM3 PT Ix9 HFM2 IPT HFN -PT 4x4 HFN3 PT 4x1 HFN3 PT 4x13 XFN3 PT 4x4 HFN3 I PT4x4 _- <br /> POSTWI LPGZ L-.r {r POST W/LP04Z POST WI LPC. i i POST W/LPGZ POST WI LPGZ —- -— POST W/LPGZ POSTWl LPC41 <br /> ZMAX AR) ZMAX(PAIR) ZMAX(PAIR) ZMAX(PAIR) ZMAx(PAIR) ZMAX IPAIR) ZMAX(PAIR: <br /> P.T.3x4 w/(1) P.T.3x4 w/(2) P.T.2x4 w1G) I P.T.Wwl(2: <br /> Nx0'SCREWS NBxJ"SCREWS 0110'SCREWS MBxJ"SCREWS ft 6 <br /> PT 2xt1 ®EA JOIST -' PT 210 ®EA JgsT P.T 2.10 ®EA JOIST I ®EA.JOIST MN3 <br /> ®1 4c-�1� <br /> DTTiL 13-1 DTT12 - DTTiZ plTt2 OTT12 OTTt: �=may <br /> __. <br /> L -L HDR HDR �—I - t - �-t HDR � HDR <br /> __-•- 5' O.m 8/SO6_ _ 1. v1 `A- 1 .0 8/SO6 1 N 5 Oro 1 8/SO6 <br /> x p S08 a N 2-PLY END O \S08 p 2-PLY END X rp S08 Ji ry 2-PLV ENO I 2-PLY END BTL <br /> �- R III \ TRUSS AT TRUSS AT TRUSS AT <br /> TRUSS AT — <br /> :.--.. _.._EAR REAR REAR REAR ENGINEERING P.S. <br /> 2x8 WALL 2x8 WALL 2x8 WALL I� <br /> 8 j 14'1, /14�, / 4` <br /> SOB - ,SOB/ SOB I SOB <br /> a <br /> �Z14 WcOz ¢ W< �z I '¢jz w„wP <br /> 16's"OPEN rc u, i a USa o: islz"OPEN w J. <br /> a a- Raam eHw4.l• <br /> WEB FLOOR -.F a ¢ WEB FLOOR ¢4 ¢= N o6sc ImION---- --- TRUSSES TRUSSES a a I a a <br /> 24"ac TYP @ 24".TYP <br /> ^I <br /> n PERMR SEr aaosnw <br /> 2 <br /> i <br /> I <br /> END <br /> _- 161 TRUSS <br /> CS16x&-O"-LAP LOWER-- _ Z'OPEN •I• O Q <br /> TOP PLATE 1'4"AND - w <br /> ATTACH TO FLAT 2x4 - ---- .END.TRUSS_ -_ _p(��- -- WEB FLOOR 2w END TRUSS p"C VOA nT<O O J <br /> -- TRUSSES re F 2+ /? <br /> BLKG BTNN STUDS �--- - --- l - 24"oc TYP u z 121 11 <br /> - - I =a I o Z <br /> i <br /> w m K10 <br /> zz az <br /> w I o <br /> Iz z <br /> 3 w LL <br /> � �a W <br /> 00 ya U) <br /> m w 0(�_,p, END m <br /> �ry TRUSS : ¢w <br /> CS16Jt6-0"-LAP LOWER__- -- - -_ _._ - .. zw <br /> • w <br /> TOP PLATE 1'-4"AND • ---- -- - - --LO ' <br /> ATTACH TO FLAT 2x4 �'lY!' <br /> BLKGBTWN STUDS - _-- <br /> U) <br /> \ o (3) <br /> HGR PER END TRUSS D: END TRUSS <br /> - <br /> SCHED. T STRUT TRUSS(DRAG EXTENDSHEAR I 1 STRUTTRUSS(DRAG PAC EXTENDS— <br /> LOAD•3e0 PLF) WALL THRU LOAD=280 PLF) WALL THRU 0 <br /> DEMISING SE HDR 2' DEMISING SPACE <br /> $OB/ WALL SXTG WALLSHTG STRUTTRUSS(DRAG WgLL SHTG WALL SHTG WALL SHTG <br /> CONT.THRU CONT.THRU LOAD.250 PLF) CONT THRU I CONT.THRU CONT.THRV C J <br /> CORNER 1 CORNER CORNER CORNER 1 CORNER I > J <br /> EII¢ HDR t1 HDR 1 HDR 11 O p = <br /> m Im r. I — ._._ — _ _ _ _. _.— ' r _..—.— —. _ to <br /> P2-2 I / / P2-2 1 P2-2 / / i / P2-2 I P2-2 <br /> PER PER PER PER PER L <br /> III /�+ • 4/SO8 /73 4/SO6 13 4/SO6 /S N 4/SO6 '13>4/SG6 13 /1� to LU <br /> SIM S08 J2 SOB I S08 yD f0 <br /> ADJUSTSPACING 5�7'+A • 4 26' ADJUST SPACING -� SIM 3 (� <br /> HDR AS REOD TO t B3(F) HDR Q <br /> B2(F) ACCOMMODATE---' . . �J` ACCOMMO ATE � EE <br /> PLUMBINO(TYP) A PLUMBING(TYP) p <br /> 5 /q T<p 1 \ ADJUSTSPACING 1 B2(F 5 /q�T<O I p'(v'�a N V <br /> CANT.BM - Bt fl!] k+q 2 AS REO•D To _31(F)-. ?-rq �a12 Ly LL <br /> -_..A--_- -_-- - - - 15/SO6 ACCOMMODATE 15/SO6 <br /> SOB PLUMBING(TYP) ti C- A,2+A d <br /> 1 15/SO6 1 foil I I 3\ <br /> �A� A (? 6 �L l 4 <br /> 15/SO6 1. �. -T.—- <br /> HGR PER '- L B2(FT12'-0 1 SCHED HGR PER g2'(F)«/12-0"" E 0 <br /> SCHED <br /> TO 82 1 TO B2 1 2 2 <br /> \SOB (,508/ 508/ <br /> LU W <br /> =I <br /> LEGEND <br /> SX.X <br /> ` DETAIL CALL-OUT <br /> yi <br /> FLOOR FRAMING PLAN NOTES: <br /> 1. ,O to Sheathing shall be W thick TBG(Panel Span Rating 4M4)with long dimension perpendicular to supports.Glue Sheathing P1-X SHEAR WALL BELOW PER SCHEDULE OF 11806 <br /> to all Framing Members and Blocking below with adhealve coMorming to A.P.A.SpeaScaflon AFG-01.Fasten Sheathing to N <br /> Fhamlrg wflM1 0.131"B x T3"Nails or Simpson WSV#B x 2'i'saews as follows: O <br /> Framing,Edges 6"OD BEARING OR SHEAR WALL BELOW <br /> HOLD DOWN SCHEDULE HORIZONTAL/DRAG STRAP SCHEDULE Framing,Field 10"oc <br /> BEAM SCHEDULE Boundaries,Blocking,Struts 6 oc I� - <br /> SIMPSON DETAIL -- - - - -- -- Sea Drawings for other Sheath gNailing requremeMs BEARING OR SHEAR WALL ABOVE <br /> PLAN BOLT PLAN SIMPSON a <br /> HOEDOWN REFERENCE/ DESCRIPTION PLAN TYPICAL SIMPSON <br /> CALLOUT DIAMETER CALLOUT STRAP TYPE BEAM TYPE 2 Floor Fie ng shall be 1615"De p aIa C nnector-Plate Trusses @ 24 oc u.D.n.Charge spacing to 192^oc as required,to <br /> TYPE NOTES __.__ _ - _ _ CALLOU7 FACE MOUNT HANGER meet the deflecton requrern-a Loading shall be as follows uon. <br /> 1 )CS16X8" 1a1508 U.O.N. --BEAM TO BEAM B3 6s4 X1613'GLB HUHG 58 88/10 )N.n BottomhChord Li e Load _[4. <br /> N A <br /> STRAP - 1 CS1E., BEAM TO BEAM B1 313x1612 GLB HU/HUC412(MAX) Los psf POST BELOW <br /> ef <br /> ___. _- MaximumUBe Load tlefledord IDnead be l/8T Mexlmu aT JOB NO.: <br /> 2 (2)CSifix48" _ 141S06 U.O.N. � (2)CS18x38" r� CO 23-23&OB <br /> STRAPS --- F <br /> -- m Total Load Oefleaion shall be L/240.Rear to General Structural Notes BLOCK THRU FLOOR FOR POST ABOVE(MATCH AREA) <br /> BEAM TO for other requirements. • PLOT DATE <br /> 3 - NOT USED - ® CS18X38" TOP PLATE <br /> 3. End truss at stair w/vests @ 24"oc or per Atch1.ProMtla min.240 pit tlrag load wl connection to wall below per 9/SO8 06/0812023 <br /> 4 - NOT USED _ ® (2)CS16x36" EABEAM TO OP PLATE HDR HEADER PER PLAN NOTE 5 <br /> WALL FRAMING PLAN NOTES: DATE: 06/08/2023 <br /> 4.- Exteflor Walls shall be Shear Wall type Pib with,Zoe Studs @ 16"oc,u.o.n. <br /> 5 <br /> VERTICAL ❑5 HTS30C TRUSS/BEAM Inador Beanrg Walls shall be 2x4 Studs @ 16% u.D.n. (F) FLUSH FRAMED(SOTT.FLUSH W/BOTT.OF FRAMING) SCALE: Y4"=V-O" <br /> HTS30 - BEAM TO POST TO TOP PLATE Demlaing Walls shall be(2)walls with 2"Air Space.Each wall shall be 214 Studs @ 16"ac,u.o.n.Each wall Shall be sheathed with <br /> "'-- -- --------- l layer of GWS in accordance with Architectural Drawings. X DRAWN: BOB <br /> © DSC2R/L-SD83 TRUSS BEAM HOL0.DOWN TO WALL ABOVE PER SCHEDULE ON PLAN CHCKD: RMH <br /> 6 STHD14 - 17/S07 U.O.N. TO TOP PLATE More adjacent Shear Walls are in contact,nail atuda together per 3/S06.See 1IS06 for speaal Stud requirements at Shear Wall <br /> - -- ------ -- - --- types P1-3,P1-2,P2.4,P2-3,and P2-2. <br /> LAP BM 12"AND 7 DSCSR/L-SDS3 TRUSS/BEAM BLDG: SHEET NO.: <br /> 7 CSi6x30"STRAP - ATTACH TO TO TOP PLATE 5. Headers shall be4x10 U.O.N.See Detail18IS06. <br /> STUDS BLW - - -- --"- - ------ -- 0 1 2 4 8 16 B S03A <br /> - B. Built-up Stud Groups In Walls supporting Beams,Posts or Girder Trusses above shall be(2)Stutls,u.o.n.See General Structural -0" <br /> 8 CSi8X38" PLATE TO PLATE Notes for tasaning requirements. � � <br />