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Asoe <br /> L.1 <br /> y sas sob s� <br /> zI m <br /> = LEGEND <br /> �I 'BX.X DETAIL CALL-OUT <br /> FLOOR FRAMING PLAN NOTES: <br /> 1. Floor Sheathing shall be TSG(Panel Span Rating 48124)with long dimension perpendicular to supports.Glue Sheathing P1-X SHEAR WALL BELOW PER SCHEDULE OF 1/SOB - <br /> to all Framing Members and Blacking below with adhesive conforming to A.P.A.Speclflostion AFG-01.Fasten Sheathing h, "y ! <br /> Framing with 0.131"0 x 21P"Nalls or Simpson WSVN9 x 212"screws as follows: <br /> Framing,Edges 6"od BEARING OR SHEAR WALL BELOW y <br /> Framing,st,Blocking, <br /> 16". O M a <br /> Boundaries,Blocking,Struts 6"oc <br /> See Drawingsf other Sheathing Nailing is BEARING OR SHEAR WALL ABOVE <br /> HOLD DOWN SCHEDULE HORIZONTAL DRAG STRAP SCHEDULE I BEAM SCHEDULE Or g g requirements i o <br /> -- -- "- -______ 2 Floor Framing 7 all be 1612 Deep 4x2 Conn ct PS t Trusses Q 24 oc u o n Change spacing to 19.2 oc,as required,to ry <br /> SIMPSON DETAIL ---BEAM TYPE --- meet the daTop' <br /> D Chord <br /> dlDeadnLoad acting sna'0- f <br /> PLAN BOLT PLAN SIMPSON --- f(lows uon. a <br /> HOEDOWN REFERENCEI DESCRIPTION PLAN TYPICAL SIMPSON <br /> CALLOUT DIAMETER CALLOUT STRAP TYPECho <br /> TYPE NOTES - _- _..- CALLOUT FACE MOUNT HANGER p ps POST BELOW Q <br /> ' BEAM TO BEAM 312"X16`2"GUS HUIHUC412(MAX),u.o.h. Bottom Chord Liw Load N/A <br /> STRAP <br /> Chord <br /> 1 (2)C STRAPS 14IS06 U.O.N. -. - )CS18x38" BEAM TO BEAM B3 -. fi 4k18 x"GLB H HGU 6'88l10,u).o.n.n fort lmurnther q,,e Load defection shell be U600 Ma imu pT/O ad Load 5-psf! JOB NO.: <br /> -- m Total Load Deflection shall be IJ240.Refer to General Structural Notes BLOCK THRU FLOOR FOR POST ABOVE(MATCH AREA) 23-239-06 <br /> 2 - 14/SO6 U.O.N. <br /> BEAM TO 3. End Was at stair W veds Q 24"oc or per AJch'l.Provide min.240 plf drag load W connection to wall below per 9/SOB PLOT DATE <br /> 3 - NOT USED - CS1fix36" TOP PLATE HDR HEADER PER PLAN NOTE 5 <br /> -- -- - - O61082023 <br /> WALL FRAMING PLAN NOTES: <br /> 4 (2)CS18x38" BEAM TO 4. Exterior Walla shall be Shear Wall"P1-6 with 2,6 Saudis <br /> Q 1fi"gcMon. (p <br /> FLUSH W/BOTT 4 - NOT USED - ❑ Eq.TOP PLATE Interior Bearing Walls shall be 2x4 Studs Q 16'oc,u.o.n. ) FLUSH FRAMED(BOTT. .OF FRAMING) DATE: 06/08/2023 <br /> Demising Waits shall be(2)walls with 2"Air Space.Each wall shall be 2,4 Stutls Q 16"oc,u.o.n.Each wall shall be sheathed with SCALE: y4�=1,..HT530 <br /> VERTICAL rI TRUSS BEAM 1 layer of GWS In accordance with Architectural Dawings. x <br /> 6 - BEAM TO POST �- HTS30C TO TOP PLATE Wnere adjacent Shear Walls are In contact,nail studs together per 31SO6.See 1ISOfi for special siW requirements at Shear Wall DRAWN: BDS <br /> HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN I <br /> DSC2R/L-SDS3 TRUSS/BEAM types P1-3,Pt-z,P2.4,P2-3,and P2-2. CHCKD: RMH <br /> 6 STHD14 - 171507 U.O.N. Eel TO TOP PLATE <br /> _ ---- - - B. Headers shall be 4x10 U.O.N.See Detail 18/506. <br /> LAP SM 12"AND L7� DSCSR/L-SD83 TRUSS BEAM 0 1 2 4 B 16 RLDG SHEET NO.: <br /> B. Built-up Stud Groups in Walls suppoding Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural 7 CS18x30"STRAP - ATTACH TO - TO TOP PLATE 714"=1'-0" <br /> STUDS BLW_ —e-I----- Notes for fastening requirements. <br /> J CS1646" PLATE TO PLATE A S 04 B <br />