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i <br /> UNIT PLAN'C' F 1 UNIT PLANS' so <br /> 3 UNIT PLAN 'C' 4 J <br /> 19 19 7 _ ' m <br /> �S08 \sos/ AS06/ soe: ASobJ�SOB <br /> ,aw <br /> P1-2 <br /> �? 31ax9 GLB HDR HDR it 31ax9 GLB ie, HDR i;5 31ax9 GLB .o <br /> 8/SOB 4. {? 8/506 4 ry�� <br /> - - -- ~d BTL <br /> �I <br /> ^` ENGINEERING P.S. <br /> ,.SOB <br /> S08 t,� _ <br /> ^_ - <br /> - -_ - 1812"OPEN ` 14* i6 OPEN _ _ ��14�„ 18 O '�T <br /> TRUSSES I ,SOB I a°F my <br /> /SOB _. — i' PEN �. <br /> 79 I i WEB FLOOR WE8 FLOOR ��� WEB FLOOR i� <19 - <br /> TRUSSES TRUSSES 506 - <br /> @24"oo TYP 24� "oe TYP__ i @24".TYP <br /> I ` <br /> f sm.a.s <br /> LJ <br /> _a lti�ry+4 `rylti+b In <br /> a <br /> 4 a END u.Q <br /> TRUSS F <br /> '4 'DB HUC48 HUC48 /2 a Z <br /> n �11 (BOOM LOAD) - (BOOM LOAD) �z}6 <br /> Q <br /> CY GIRDER END TRUSS ry+p, W -/� GIRDER END TRUSS O J <br /> HGR PER V 9 I — `,�� m F _ ___ _ _ 29 �LL Q �` HGR PER <br /> SCHED. - w O - SCHED. �- <br /> a� J <br /> tz 12 <br /> IK I� _�?J� Nd AS REODTOCING \�1�+6 �I I LL G <br /> ^ m ACCOMMODATE <br /> S. PLUMBINO(T1'P) <br /> v �W <br /> 8 9� oC <br /> s0 I L.L <br /> II II <br /> - - - LJ <br /> END GIRDER END TRUSS M1 END <br /> wLJ TRUSS - �`' HUC410 -- - a TRUSS <br /> HGR PER <br /> ) L - \ HGR PER <br /> SCHED. SCHED. ^` <br /> \SOB/ 0 <br /> ) 'S08 r <br /> .ADJUST SPACING PDJUST SPACING -I J <br /> AS REO'D TO AS REO'D TO _J <br /> III ACCOMMODATE ACCOMMODATE �. C <br /> 19 PLUMBING(TYP) - _ - _-- — PLUMBING(TYP) 19 O cc <br /> i <br /> �I �\ <br /> N LU <br /> SIM _ hti+`� /?�2+s SIM 'U <br /> ' 7 1 _ 31ax9 GLB <br /> SO ` 0 <br /> B/ __ __.. -.. _ .. ---- �I..- SOBJ N <br /> / 3/SO6, STRUT TRUSS Pi-2 - STRUT TRUSS 3/SOB, / `y U <br /> SIM (DRAG LOAD PLF) 16/SO8 ` 16/SO8 (DRAG LOAD=200 PLF) SIM W LL <br /> ro" <br /> P1-2 (312N6 P41�'4 S08 SO6. ti" <br /> f2Y4 j�2'A6 P1-2 `+/ Q <br /> cprLD <br /> HDR HDR _ / _ HDR HDR d <br /> P1-2: 8/3 Sim <br /> - -- P7-2 <br /> Sim O <br /> SIM 61M � � .p,r <br /> �19 19 7 <br /> SOB 'Yg06� SOB - S06 '.S06 SODU5 <br /> / <br /> co <br /> LEGEND <br /> DETAIL CALLOUT <br /> SX.X <br /> FLOOR FRAMING PLAN NOTES: <br /> 1. -Floor Sheathing shall be%"thick TBG(Panel Span Rating 4W4)wfth long dimension perpendicular to supports.Glue Sheathing P1-X SHEAR WALL BELOW PER SCHEDULE OF I/SW <br /> to all Framing Members and Blocking below wgh adhaalve conforming to A.P.A.Spedfication AFG01.Fasten Sheathing to <br /> Flaming win 0.131"0 x 21,"Nails or Simpson WSVM9 x 21a"screws as(allows: <br /> Framing,Edges 6"oc BEARING OR SHEAR WALL BELOW <br /> Framing,Field 106"oc O m <br /> Boundaries,Blocking,Struts "oc a <br /> HOLD DOWN SCHEDULE HORIZONTAL/DRAG STRAP SCHEDULE See Drawings for other Sheathing Nailing requirements. BEARING OR SHEAR WALL ABOVE <br /> BEAM SCHEDULE u <br /> SIMPSON DETAIL _ ___ 2. Floor Framing shall be 161a"Deep"4x2"Connedor-Plate Trusses(M24"oc,u.e.n.Change spacing to 19.2"oC,as required,to <br /> PLAN BOLT PLAN SIMPSON meet Me defection requirements.Loading shall be a a follows,u.o.n.: <br /> HOEDOWN REFERENCE/ DESCRIPTION PLAN TYPICAL SIMPSON <br /> CALLOUT DIAMETER CALLOUT STRAP TYPE BEAM TYPE To Chord Live Load 40 <br /> TYPE NOTES CALLOUT FACE MOUNT HANGER p ps� posT BELOW <br /> CSi6x48" Top Chord Dead Load 10psf <br /> 1 STRAP - is/SOB U.O.N. 1 CS16x36" BEAM TO BEAM gi - 312'x1612'GLB HU/HUC412(MAX),u.o.n. Bottom Chord Live Load N/AI ArYO <br /> B2 S'z St1612"GLB HU/HUC612(MAX),u.o.n. Bottom Chord Dead Load 5-psfl JOB NO.: <br /> -- Maximum Uve Load deflsoon shall be L/600.Maxmum Total Load DeBecAon shall be U240.Refer to General Structural Notes y BLOCK THRU FLOOR FOR POST ABOVE(MATCH AREA) 23238-OB <br /> 2 (2)CSi8x48" _ 14/SO6 U.O.N. 2 (2)CS16x3W BEAM TO BEAM B3 63 a'x161i'GLB HGUSB.88/10,u.o.n. for other requirements. <br /> STRAPS - <br /> BEAM TO 3. End I—at stair w/vents®24"ac or par ArdFl.PrwIde min.240 pit drag load w/connection to wall below par 9/SOB PLOT DATE <br /> 3 - NOT USED - 3 C318x38 TOP PLATE HDR HEADER PER PLAN NOTE 5 <br /> - --- --- -_--_-- WALL FRAMING PLAN NOTES: 06/08/2023 <br /> 4 (2)CS16x36" BEAM TO 4. Exterior Wells shall be Shear Wall type P"With 2x6 Studs®16"oe,u.o.n. <br /> 4 - NOT USED - EA.TOP PLATE Interior Beading Walls shall be 2x4 Studs®16"oc,u.o.n. (F) FLUSH FRAMED(BOTT.FLUSH W/SOTT.OF FRAMING) DATE: 06/08/2023 <br /> — --- -- Demising Walls shall be(2)walls with 2"Air Space.Each ,It shall be as Studs @ 16"oc,u.o.n.Each well shall be sheathed with <br /> 5 VERTICAL _ BEAM TO POET 5 HTS30C TRUSS/BEAM 1 layer of GWS in accordance Win Architectural Drawings. x SCALE: YO"-1'-0" <br /> HTS30 TO TOP PLATE <br /> _ -------- —---- Where adjacent Shear Walls are in contact,nail studs together per 3IS06.Be,1/508 for special stud requirements at Shear Wall MOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN DRAWN: SOS <br /> 6 DSC2R/LSDS3 TRUSS/BEAM types P1-3,Pt-2,P24,P2-3,and P2-2. CHCKD: RMH <br /> 6 STHD14 - 17/S07 U.O.N. TO TOP PLATE <br /> - - - 5. Headerssnall be gxlOU.O.N.See Oetai118I508. <br /> LAP BM 12"AND TRUSS/BEAM 5. Builtde Stutl G e4 s In Walls su 16 <br /> BLDG: SHEET NO.: <br /> 7 3 p p pportin Beams,Posts or Girder Trusses above shall be 2 Stutls,u.o.n.See General SWdural 11 2= 6x 0" - A TO TOP PLATE Notes for fastening requirements. g CSOT <br /> STUDS BLW - 1�� <br /> . __ _._. -._ _.8 PLATE TO PLATE <br />