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I <br /> 1 2 3 4 <br /> UNIT PLAN 'C' UNIT PLAN'B' UNIT PLAN'C' V <br /> S <br /> H <br /> 4 <br /> 7 19 ` 7 19 ` 7 19 19 <br /> SOB \S06/ \SO8 1,SOB 1 CS16 STRAP AT \SO8 \S06 I \S06 J o <br /> ' STEP PER 18/SO8 <br /> Pi-2 P1-2 P1-2 <br /> 3'2z9 GLB a HDR r 3'xx9 GLB �o —HDR —j 3'xx9 GLB —HDR I HOP <br /> 8/SOB S ry�'L` ' 6/SO6 �6.T ry' i 8/506 <br /> Yb BTL <br /> 6 ENGINEERING P.S. <br /> \SOB)F <br /> 4 I 15 I I �'14 T. <br /> SOB \S08 7 I SOB <br /> 19` 1612"OPEN ib'z'OPEN 1612'OPEN <br /> S06/ i WEB FLOOR WEB FLOOR WEB FLOOR <br /> TRUSSES TRUSSES TRUSSES > <br /> 024.. <br /> 24"ac TYP C 2q"o @oc c TYP r. 24" TYP - <br /> q� I <a, o� I P <br /> n r <br /> �? I L <br /> END �;a � <br /> TRUSSaF <br /> 2,,11 HUC48 �a �,Ll'}*4 HUC48 a a <br /> (800#LOAD) (800#LOAD) I Z <br /> ',II'TI ^ � GIRDER END TRUSS GIRDER END TRUSS p O <br /> HGR PER_ I I _o I I l'L�ry+ rc 1= 4.. \ry�ry+ 7j7Y <br /> SCHED. <br /> II i12` z LL v II 12� J p�v+u_ S08 �_a S08 LL 0 <br /> w� <br /> AD UST z <br /> AS REO'D TOCING N a oc.:2 1�141 I Q <br /> ACCOMMODATE v� /y' c <br /> I� PLUMBING TYP) Q)2" =d I L-L r< <br /> 3 I Im n z w Lu Ly <br /> S09/ .. LL <br /> wLu <br /> I III <br /> II N � II zLu <br /> iu TRUSS GIRDER END TRUSS u' b TRUSS <br /> HIS R PER 129 HUC410' <br /> SCHED. (BOQY LOAD) L N <br /> 6 <br /> ADJUSTSPACING ADJUSTSPACING I ADJUSTS J <br /> AS REO'D TO AS RED TO AS RECI'D J <br /> ACCOMMODATE gCCOMMODATE ACCOMM, C <br /> K PLUMBING(TYP) PLUMBING TYP) PLUMBING C) O = <br /> S067 I- Cr <br /> L <br /> 2 ^, LU <br /> SIM �� Jxo-J� 1 <br /> 6/S08 SIM <br /> \ 3'xx9 GLB ` A`�y <br /> S08/ SOS/ I � N <br /> / 3/SO6, STRUTTRUSS P1-2 / 3/SOB, (� <br /> SIM 16/SO8 STRUT TRUSS STF N <br /> (DRAG LOAD=200 PLF) SIM > LL <br /> \\ (DRAG LOAD=200 PLF) (DRAG L //� LU <br /> P1-2 (3)zkO 9.1 O4 • SOB is 808/ 8ISO6, PI-2 = (3)?OD PS A Is RI �Q z(O VJ a <br /> 6 HDR HDR / SIM xS HDR HDR kA) x4 HDI d <br /> P1-2 Sim <br /> P-2 0 <br /> _ . _ I eBO6 <br /> SO8 ,SOB, SOB/ S08 SO6 S06 SOI <br /> � _ PK LU m zI <br /> S <br /> LEGEND <br /> 7 <br /> ` ` DETAIL CALL-OUT ^ <br /> FLOOR FRAMING PLAN NOTES: SXX <br /> 1. Floor Sheathing shall be W thick TSG(Panel Span Rating 48124)with long dimension perpendicular to Supports.Glue Sheathing Pi_X SHEAR WALL BELOW PER SCHEDULE OF 1/SOB .0 <br /> to all Framing Members and Blocking below vith adhesive conforming tDA.P.A.SpeciflcaBon AFG-01.Fasten Sheathing to y <br /> Framing with 0.131"0 x 21i'Neils or Simpson WSVN x rews a 2'z'scs follows: O <br /> Framing Framing,,Field 10"oc Edges 6"oc BEARING OR SHEAR WALL BELOW M <br /> tY <br /> HOLD DOWN SCHEDULE HORIZONTAL/DRAG STRAP SCHEDULE BEAM SCHEDULE Boundaries,Blacking,Struts 6"oc — <br /> Sea Onswing,for other <br /> ing Nailing <br /> TYPE NOTES ___. _ CAL OUT PIN BEAM TYPE FACEICAL SIMPSON HANGER 2 in <br /> thadefle,,hanl be re 16'2'Dmsp Loadingshallbeas fs Tru.,u.a.n.: g BEARING OR SHEAR WALL ABOVE <br /> CAL'OUT HONLD% DIAMETER WN R4 SOB U.O.N. GAL'OUT STRAP TYPE _BEAM DESCRO BEAM L 3t"xtb""GLB FACE MOUNT <br /> (MAX),u.o.n. Top Chord Live menu.Loading <br /> hall be as <br /> f Trusses®24'oc,u.o.n.Change spacing to 19.2"oc as required.to <br /> PLAN BOLT PLAN EFERENC SIMPSON <br /> CS16 48' x x POST BELOW O <br /> STRAP __ Top Chord Dead Load 10-psf <br /> �� _ -: --- B2 5'2k1612'GLB HU/HUC612(MAX),u.o.n. p), JOB NO.: <br /> 2 (2)CS16x48" _ 14/SOB U.O.N. 2 (2)C518x38" BEAM TO BEAM �- S3 asf'x16'2"GLB HGUS6.88/10,u.o.n. ,Bottom Chord Live Load N/A <O 23-259-08 <br /> STRAPS Bottom Chord Dead Load 5-psf <br /> Maximum Uve Load tlefeclon shall be U600.Maximum Total Load Defection shall be U240.Refer to General Structural Notes BLOCK THRU FLOOR FOR POST ABOVE(MATCH AREA) <br /> BEAM TO for other requirements. • PLOT DATE <br /> 3 — NOT USED — F; CS16x38" TOP PLATE OB/OB/2023___'_J 3. End buss at atalr w/van®24"oc or per Arch'I.PraWde mIn.240 pit drag load wl connection to wall below per 9/SOB <br /> f q (2)CS18x36" BEAM 70 <br /> 4 — NOT USED — I _ EA.TOP PLATE WALL FRAMING PLAN NOTES: DATE: 06/08/2023 <br /> HDR HEADER PER PLAN NOTE 5 <br /> r 4. Extedor Walls Shall be Shear Wall type P1-8 with 2x6 Studs @ 1B"oc,u.c.n. F <br /> VERTICAL I6 HTS30C TRUSS/BEAM Interior Bearing Walls shall be 2x4 Studs®t..�c,u.c.n. () RUSH FRAMED(BOTT.FLUSH W/BOTT.OF FRAMING) SCALE: Y 1,.5 HTS30 — BEAM TO POST 1...l TO TOP PLATE Demising Walls shall be(2)walls with 2'AJr Space.Each wall shall be 2x4 Studs(M 16"oc,u.o.n.Each wall shall be Sheathed with DRAWN: BDS <br /> TRUSS/BEAM 1 layer of GWB In accordance with Architecural Drawings. X <br /> CB] DSC2R/L-SDS3 HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN CHCKD: RMH <br /> 6 STHD14 — 171507 U.O.N. TO TOP PLATE Where adjacent Shear Walls are In cantac,nail etude together per 3IS08.Be,1I808 for spacial stud requirements at Shear Wall <br /> � types P1-3,Pi-2,P24,P2J,and P2-2. <br /> AND L' <br /> LAP 6M 12" J DSC5R/L-SDS3 TRUSS/BEAM BLOG: SHEET NO.: <br /> 7 CS18x30"STRAP — ATTACH TO TO TOP PLATE 5. Headers shall be 4x10 U.O.N.See Detail 181506. <br /> STUDS eLW -- — 0 1 2= 8 16 <br /> II1 CS76x38" PLATE TO PLATE S. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Tm ral ssas above shall be(2)Studs,u.o.n.See Gene Structural 1l4^=1'-0" A S 04A <br /> Notea for fastening requirements. <br /> a� � <br />