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I <br /> 1 2 3 4 <br /> UNIT PLAN 'C' - UNIT PLANS' UNIT PLAN 'C' W t <br /> ZI ¢ti <br /> �I z <br /> A <br /> 9 Q <br /> 7 19 / 7 19 ', 7 19 19 3 <br /> 508 S06 F \S -2 <br /> 08 SOB/ <S06 A S06/ A SOS/ <br /> -- - P1-2 P1-2 Pi-2 <br /> i- 31xx9 GLB +ro HDR mac, 312X9 GLB HDR i S'zxg GLB —HDR I HDR ^'^m <br /> BISOfi -G ` B/SO6 a ry I 8/50`5 <br /> C BTL <br /> -- ENGINEERING PS' <br /> _ I <br /> E S1O8B, I�I IIII <br /> L OO m a/ 4 l <br /> 14 I <br /> '14 <br /> 508 <br /> a"OPEN 18 OPEN SOB 16x PEN S08 <br /> R WEB FLOOR WEB FLOOR <br /> TRUSSES TRUSSES TRUSSES <br /> 24 DcTVP �24"oc TYP j c TVP , .NE <br /> FT n/F <br /> a^- <br /> m <br /> m R.r <br /> - - - , <br /> _ E�l a <br /> END <br /> TRUSS <br /> (SON LOAD) 2 a OO Z2216 HUC48 HUC48 <br /> (800#LOAD) <br /> GIRDER END TRUSS GIRDER END TRUSS <br /> HGR PER l,} <br /> SCHED. jj ox+u � 212 <br /> .SOB 8 J <br /> i <br /> LJL 0 <br /> I— <br /> AD I <br /> _ A8 REO'D TO UETSPACING y W i 2 /2J�+s I Q L <br /> ACCOMMODATE <br /> PLUMBING(TYP) 12;6 l'l Q2 W I LL L <br /> _ I 2 W y <br /> �'. I� SOBI Ito w� <br /> END - END <br /> GIRDER END TRUSS _ <br /> TRUSS p TRUSS <br /> -_- H11C41D- `tip <br /> HGR PER -- _ r --(SOON LOAD) N <br /> SCHED. ^' <br /> - _ W <br /> E <br /> 'I- - - ADJUST SPACING ADJUSTEPACING ADJUSTS V <br /> AS REO'D TO AS REO'D TO I AS REGO J <br /> ACCOMMODATE ACCOMMODATE ACCOMMI C <br /> ig K PLUMBING(TYIO PLUMBING(TYP) PLUMBING Go <br /> 6 d iSOB I �SIM W <br /> (� <br /> 31ax9 GLB <br /> S ICU <br /> NOB SOB <br /> / 31806, STRUT TRUSS P1-2 / 3/SO6, I = U <br /> SIM DRAG LOAD=2S PLF 16/SO8 SIM STRUT TRUSS STF > <br /> ( ) ^ \\\ (DRAG LOAD=200 PLF) (DRAG L /a� Lll LL <br /> P1-2 .... (312(O - P410 SOB* SOB/ 8/S0 <br /> 6,. Pi-2 /g12k0 1x4 I,I.• (4TCO V) Q <br /> HDR HDR _ -19 _/ SIM 6 HDR HDR �4� -_ 12x9 HDI a <br /> P1-2 S/SOSIM 6 P1-2 I 0 <br /> ` ^ ^ 8/SO6 'A }+ <br /> 7 > 08/�19\ �19V 7 \�19 <br /> S08 �19\ 119 <br /> SO6 SO6 S S06 SO6 So, <br /> / pe LU _ m <br /> ZI <br /> LEGEND <br /> XX, DETAIL CALL-OUT <br /> SX.X <br /> FLOOR FRAMING PLAN NOTES: y <br /> 1. Floor Sheathing Shall be'/."thick T&G(Panel Span Rating 48124)with long dimension perpendicular to supports.Glue Sheathing Pt-X SHEAR WALL BELOW PER SCHEDULE OF 1/S06 y <br /> to all Framing Members and Blocking below with adhesive Conforming to A.P.ASpeclfication AFG-01.Fasten Sheathing to rq <br /> Framing with 0.131"0 x 21/'Neils or Simpson WSVN x 21z"screws as follows: <br /> _ Framing,Edges 6"oc BEARING OR SHEAR WAIL BELOW O N <br /> HOLD DOWN SCHEDULE HORIZONTAL/DRAG STRAP SCHEDULE Framing,Field 10"oC -i <br /> Struts 6"o' <br /> hE <br /> PLAN TYPE BOLT NOTES i� PLAN SIMPSON CAL OUT BEAMS SCHEDULE BoundFACEPMOUNT HANGER 2 meet the degedionl be aries requi6reml�isP9oading shalG�r-ePlsatfoelTorses�24"oc,u.o.n.Change spacing to lg.2"oc,as required,to BEARING OR SHEAR WAIL ABOVE O a <br /> SIMPSON DETAIL - See D,.Wn star other Sheathin Nallin ts. m <br /> HOLDOWN REFERENCE/ DESCRIPTION <br /> CALLOUT DIAMETER CALLOUT STRAP TYPE <br /> 1 CS16x48 - 14/S08 U.O.N. 1 CS16x36" BEAM TO BEAM B1 31i'Xl6'2"GLB HU/HU0412(MAX),u.D.n. Top Chord Live Load 40-paf <br /> STRAP - 'Top Chord Dead Load 10-pi <br /> POST BELOW <br /> - ---------- - B2 51i'Xi61i'GLB HU/HUC612(MAX),u.o.h. p/, JOB NO.: <br /> Bottom Chord Live Load N/A <br /> (2STRAP48" 2 (2)CS18x38" BEAM TO BEAM 63 8 'x161 GLB I HGUS6 88/10,u.o.n. CO 23-239-06 <br /> 2 - ib/SOB U.O.N. _- _i'_ -.-_�___ _ _.-. _', Bottom Chord Dead Load Spef <br /> STRAPS _ _ Maximum L1.Load defied on shall be U600 Maximum Total Loatl Deflection shall be U240 Refer to General Structural Notes BLOCK THRU FLOOR FOR POST ABOVE(MATCH AREA) <br /> 3 - NOT USED - 3 CSiex38" BEAM TO for other requremenN • PLOT DATE <br /> TOP PLATE_ 3. End truss at tits r w/verts 24^-or- ® per Arch I.Provide min.240 pH drag load w/conned on to wall below per 9IS08 O8J0&2023 <br /> 4 (2)CS18x38" BEAM TO HDR HEADER PER PLAN NOTE 5 <br /> 4 - NOT USED - EA TOP PLATE WALL FRAMING PLAN NOTES: DATE: 06/08/2023 <br /> 4. Exterior Walls shall be Shear Wall type P1-6 with Yx6 Studs®16"oc,u.o.n. <br /> TRUSS/BEAM (F) FLUSH FRAMED(BOTT.FLUSH W/BOTT.OF FRAMING) SCALE: Y4"=1'-0" <br /> VERTICAL 5 HTS30C Interior Bearing Walls shall be 2x4 SNtls®18"oc,u.o.n. <br /> 5 HTS30 - BEAM TO POST TO TOP PLATE Demising Walls shall be(2)walls with 2"A1r Space.Each wall shall be 2x4 Studs®16"oc,u.a.n.Each wall shall be sheathed with <br /> -- -- 1 layer of CANS In accordance with Archract—I Drawings. X DRAWN: BDS <br /> 6 OSC2R/L-SDS3 TRUSS/BEAM HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN CHCKD: RMH <br /> 8 STHD14 - 171507 U.O.N. TO TOP PLATE Where adjacent Shear Walla are In contact,nail studs together per 3IS06.Sae 1ISo6 for special stud requirements at Shear Wall <br /> LAP BM 12"AND 7 DSCSR/L-SDS3 7 types Pt-3,PI-2,P2I,P2-3,and P2-2. <br /> TRUSS/BEAM PLATE <br /> N BLRDG: SHEET NO.: <br /> 7 CS16x30"STRAP - ATTACH TO TO TOP PLATE 5. Headers shall be 4x10 U.O.N.Sea Detail 16/s0e. <br /> STUDS BLW -------- O 1 2 4 8 16 <br /> 8. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Tmsses above shall be(2)Studs,u.o.n.See General SW ctural 114'=1'-0" BB <br /> 8' CS16x36" PLATE TO PLATE Notes for fastening requirements. � <br />