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1 UNIT PLAN 'C' 2 UNIT PLANS' UNIT <br /> 4 <br /> UNIT PLAN'C' - <br /> \4 <4� <br /> �4 <br /> P.T.2.10 RIM PJ.2x10 RIM IT.S.I.RIM <br /> PTtx4 HFN2 - PT 2HF_ PT 4xt XFN2 PT 4x4 HFN2 - PT xx12 F%2 PT 4x4 HfM2 PT 4x4 HF%2 PT 4x12 HF� PTtxt HFN2 __ ¢ <br /> POST W/LPC4Z — — POST W/LPGZ POST W/LPC4Z —.— POSTW/LPC4Z POST N LPC4Z — — POST WI LPC4Z <br /> _rPAIR) ZMAI((PAIR) ZMAX(PAIR) —k(PAIR) ZMAX(PAIR) Z—(PAIR) — rn <br /> P.T.2xt w/(2) P.T.2x4.ch- P.T.2x4 wl(2) <br /> %Bx3"SCREWS Natl'SCREAS ille-SCREWS <br /> C 0' <br /> P.T.2x10 ®EA.JOIST 0 EA.JOIST P.12zt0... 0 EA JOIST � <br /> P.T.2x10 n N <br /> @16"« Mts" �16'oc wool <br /> 00 <br /> DTTIZ DTT1Z DTT12 `. DTT12 DTT12 pTrtZ Z:a� <br /> r. P1-4 �... P1-q. P1-4 <br /> t 1"^ MDR 8/506. I_ .__ 4 • on to <br /> _l HDR HDR / I --. <br /> 5 1 6 N 8/S06 1 <br /> _.... k O 1 5 Oro RT T � <br /> o S08 2-PLY END 2-PLY ENO 2-PLY END a ry L�L <br /> aF� C` SOB o. �o�S08 L <br /> TRUSS AT TRUSS AT TRUSS AT <br /> _REAR -- REAR_- -- REAR GINEERING P.S. <br /> 2x8 WALL 2x8 WALL 2x8 WALL <br /> to 14\ 6 T. <br /> SOB �508, SOB. S08 ,ar xs <br /> _ ys' <br /> 1"2"OPEN w a ¢ W IY w 161z'"OPEN <br /> WEB FLOOR ¢o a.¢ 3 u a WEB FLOOR '- <br /> R.ws o�s�Mn�H <br /> N .__ <br /> -- - --- TRUSSES ¢-' - <br /> a ___ ... ____- ¢� ¢a_ TRUSSES <br /> �24"oc TYP �24"oc TYP <br /> I <br /> I <br /> -_ END <br /> _._-S O TRUSS A <br /> CS16x6'-0"-LAP LOWER -- • LL 181a OPEN ---- +s CS16x6'-0"-LAP LOWER O <br /> TOP PLATE 1'4"AND �O ,h WEB FLOOR—_ P TOP PLATE 1'-0"AND <br /> ATTACH TO FLAT 2x4 ENDTRUSS pt ♦A �w TRUSSES /?TKO END TRUSS ATTACHTOFLAT2x4 O <br /> BLKG BTWN STUDS - _ 1212 x r I?4.q -_ <br /> w i �24"oc TYP BLKG BTWN STUDS J <br /> 0 <br /> L� <br /> ,< <br /> 00 3� I z° z <br /> G z <br /> w --- -- -- - 5 <br /> WI G N <br /> lL Cc <br /> 0Oo END /Al/ pp VJ <br /> 1 <br /> LL <br /> ° _ _.--- -.� TRUSS �20 SO <br /> mw <br /> PT<O <br /> CSi6x8'-0"-LAP LOWER _ mi CS16x6' "-LAP LOWER <br /> � (2J2kq -0 <br /> TOP PLATE T-4"AND _ I -- - TOP PLATE T-4"AND W <br /> ATTACH TO FLAT 2x4 ' <br /> BLKGBTWN STUDS o' ATTACH TO FLAT 2.4 <br /> END TRUSS x END TRUSS BLKG BTWN STUDS W <br /> HGR PER _I HGR PER E <br /> SCHED. I STRUTTRUSS(DRAG STRUTTRUSS(OPAG E%TENDSHEAR STRUT TRUSS(ORAG I SCHED. O <br /> LOAD•280 PLF) {,'i LOAD=280 PLF) —THRU LOAD•20D PLF) ' <br /> HDR J DEMISING SPACE <br /> SOB I WALL SXTG WALL SXTG WALL SHTG WALL SHTG I I I 1 <br /> CON <br /> T.THRU CONT.THRU CONT.THRU CONTTHRU }} $08� V <br /> CORNER I CORNER ) CORNER CORNER `I'� <br /> Ix HDR HDR 1It, r HDR 4 ¢I I� O <br /> ed <br /> PER ' -3 P2-2PER / / / / PER P2-21P2-2 3 PER / / ' PER P2-2 / / I'I L <br /> /�/2 I�I �/.-a+ • _ - 4/508 S08 4/S06 5\�+• 4/SO6 S08 4so U.1 <br /> SIM6 13�J�a SOB 4/SOB • ry� ,I- <br /> +s E ADJUST SPACING --- \ I +q � A JUST SPACING \, I ryl L <br /> 1 HDR AS REG'DTo __ _B3(F) D AS REO'D TO HDR I 1 <br /> ACCOMMODATE _ ACCOMMODATE _(}— <br /> B2 F) PLUMBING(TYP) AT V� PLUMBING(TYP) II_ <br /> ( 5 CQ 1 ADJUST SPACING -` 1 QS A B2 IF <br /> CANT.BM -_B1(F) J q AS <br /> TO 2 ` iN 5 Bi(F)) CANT.BM <br /> �A\Zx A /Z 15/S06 MODATEPLUMBING(TYR) I�S08 J 15/SO6 6 q q I IC '^ 111 C� <br /> 15/S06 15/sn 11 19\ t6 _� �11— r 17}4 1 I I ' 15/SO6 1 v, a <br /> J1-1 15/SO6 <br /> HGR PER B(F)+/-12-0 -�- - --- - HGR PER <br /> � <br /> $TO B2 CHED1 1 SCHED 0 <br /> \ TO B2 5o N <br /> LEGEND m <br /> �SXX\ DETAIL CALL-OUT <br /> FLOOR FRAMING PLAN NOTES: <br /> 1. Floor Sheathingshall be''/."thick TBG(Panel Span Rating 48/24)with long dimension perpendicularto supports.Glue Sheathing IP1-X SHEAR WALL BELOW PER SCHEDULE OF IIS06 <br /> to all Framing Members and Blocking below with adhesive conforming to A.P.A.Speclficatlon AFG-01.Fasten Sheathing to r� <br /> Framing with 0.131"B x 21i Neils or Simpson WSV#9 x 21z's""as follows: <br /> (Framing,Edges 6"- BEARING OR SHEAR WALL BELOW N <br /> HOLD DOWN SCHEDULE HORIZONTAL/DRAG STRAP SCHEDULE Drawings for other Sheathing Nailing re ulrements O <br /> 2 mleel Fra,l,ecthonl re ueememep'42" onnedor-Pla .5 <br /> Framing,Field 10"oc <br /> Boundaries,Blocking,Struts 6"oc <br /> BEAM SCHEDULE Sae Drawin q BEARING OR SHEAR WALL ABOVE � <br /> SIMPSON DETAIL - to Trusses®Zdgc,u.o.n.Change spacing to 19.2"oc,as required,to N <br /> PLAN BOLT PLAN SIMPSON q g shall be as ldlowa,u.o.n.: a <br /> HOEDOWN REFERENCE/ DESCRIPTION PLAN TYPICAL SIMPSON <br /> CALLOUT DIAMETER CALLOUT STRAP TYPE - BEAM TYPE Top Chord Live Load 40-ps( <br /> TYPE NOTES F CALLOUT FACE MOUNT HANGER POST BELOW Q <br /> Top Chord Dead Load � 10-psf <br /> 1 CSTRAP - 14I506 U.O.N. CS16x36" BEAM TO BEAM B1 312"A1612"GLB HUIHUG412(MAX),U.o.n. Bottom Chord Live Load _ N/A Ar<O <br /> 62 51i'x161z'GLB HU/HUC612(MAX),tuo.n. 'Bottom Chord Deatl Load 5-psf <br /> -- JOB NO.: <br /> � Maximum Live Load delleclion shall be U600.Maximum Total Load 0,11—n shall be L1240.Refer to General Structural Notes BLOCK THRU FLOOR FOR POST ABOVE(MATCH AREA) 23-239-06 <br /> 2 (2)CSi6x48" _ 14/506 U.O.N. D2 (2)CS16x36" BEAM TO BEAM B3 6sa'x162"GLB HGUS6.88/10,u.o.n. for other requirements. is STRAPS -... <br /> BEAM TO 3. End truss at stair wl vans®24"oe or per Arch'I.Provide min.240 pit drag load w/connection to wall below per 9IS08 PLOT DATE <br /> 3 - NOT USED - L3� CS16x36" TOP PLATE HDR HEADER PER PLAN NOTE 5 <br /> -- -- i WALL FRAMING PLAN NOTES: OB/08/2023 <br /> 4 (2)CSi6x36" BEAM TO 4. Exterior Walls shall be Shear Wall type PI-6 with 2.6 Stutls®16"oc,u.o.n. <br /> 4 - NOT USED - .I EA.TOP PLATE Interior Bearing Walls shall be 2x4 Studs®16"oc,u.o.n. (F) FLUSH FRAMED(BOTT.FLUSH W/BOTT.OF FRAMING) DATE: 06/08/2023 <br /> i <br /> I -- - Demising Walls shall be(2)walls with 2"Air Space.Each wall Shall be 2,4 Studs @ 16"oc.u.o.n.Each wall shall be sheathed with <br /> 5 VERTICAL _ BEAM TO POST 5 HTS30C TRU$S16EAM 1 layer of GWB in accordance with Architectural Drawings. x SCALE: Y4" <br /> HTS3O L TO TOP PIATE HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN DRAWN:- - - - - - - Where adjacent Shear Walls are In Coined,all slutle together per 31506.See 1/SO6 for spade)stud requirements at Shear Wall BOB <br /> ' 8 DSC2R/L-SDS3 TRUSS/BEAM types PI-3,PI-2,Pzs,Pz-3,and Pz-z. CHCKD: RMH <br /> 6 STHD14 - 17IS07 U.O.N. .._ TO TOP PLATE <br /> - 5. Headers shall be 4,10 U.O.N.See Detail 18IS06. <br /> LAP BM 12"AND TRUSS/BEAM BLDG: SHEET NO.: <br /> r7 DSC5R/L-SD53 6. Buih-up Stu Gmu Walls supporting Beams,Pasts or Girder Trusses above shall be(2)Stutls,u.o.n.See General Structural =1 2= 8 16 <br /> 7 CS16x30"STRAP - ATTACH TO -I TO TOP PLATE Psi" 1/4"=1'-0" <br /> STUDS BLW <br /> - - -I. __ Notes for fastening requirements. S03 <br /> CS16x36" PLATE TO PLATE <br />