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"-- _ • 161Z'OPEN 16'"OPEN -__._. CS16x6'-0"-LAP LOWER O Z <br /> WEB FLOOR__ _ WEB FLOOR_-_-- LL ry '- Q <br /> O A TOP PLATE 1<"AND <br /> P1212xp /Z/NCO - END TRUSS _ F --- TRUSSES TRUSSES _ /yam ATTACH TO FLAT 2x4 O J <br /> w O END TRUSS <br /> a z (�24"oc TYP Q 24 oc TYR rc 0 q .J <br /> u z ELKS BTNN STUDS <br /> oc o o LL V <br /> _. <br /> �1 ❑� Z <br /> It qJ' <br /> az z =Z W <br /> �w O 2 <br /> — w C) Ir <br /> I 3m w I I w <br /> N d Z <br /> _ ❑00 <br /> O U) <br /> Gw END (?r<O Q�ry*p END <br /> ❑< TRUSS �+q aryl TRUSS <br /> m <br /> Ww 1? ....- - _. •!,• CS1: LAP LOWER <br /> TOP PLATE <br /> TOP PLATE 1'4"AND <br /> (2 xq P21�xA ATTACH TO FLAT 2.4 <br /> w I - --_ --- BILKSBTWN STUDS CD <br /> o F _ END TRUSS \ ^^'' <br /> END TRUSS ;.'I; HGR PER W <br /> %TENDIR r STRUT TRUSS(DRAG I STRUT TRUbs(DRAG EXTEND.HEAR I STRUT TRUSS() I SCHED. O <br /> VALL TMRU II LOAD-280 PLF) m LOAD-URPLF) WALL THRU LOgD•260 PLF) I <br /> DEMISING SPACE _ ❑ I DEMISING SPACE 1 HDR' -'- ❑ /� <br /> ONT.THRU 11 WALL SHTG ' WgLL SHTG HDR CONT.THRU �� STRUT TRUSS(DRAG WgLL SM G WALL SHTG <br /> -..._ _ i HDR II <br /> SIHTCI <br /> /ALL SNTG <br /> CORN.R :I: CONT.THRU LOAD111 PLF) CONT.TXRU CONT.THRU S08 <br /> ORNER I CORNER CORNER CORNER N CORNER CORNERI� - <br /> HDR `1 _. HDR HDR 07 I� O O 2 <br /> I P2-2 / 1 / / / P2-2 I P2-2 / / t P2-2 / `/ fI P2-2 I P2-2 / , `/ I'm <br /> ACCOMMODATED • \, HDR `hl• _B3(F) �_�_SIM(?/?+ 212"A B3(F) -- PER / 13 PER I'I L 0i <br /> �4/SO6 ) 4/SO6 4 l 6 <br /> -508 +4i }N— 4/SOB .SOS 4/SO6 - SO8 4/SO :2+q SOB • 1 III ry,M1'� i <br /> R 13 PER PER 13 PER 13 PER <br /> _ SIM '4 ry <br /> ADJUST B ADJUST SPADING L <br /> AS REO'D TO —1' AS REO'DTO FOR L 1 <br /> AJ - PLUMBING(TVP) �� -—_— . J: -.. ACCOMMODATE I `� Er <br /> I4/2/O I 1('vy,A 5 �2(F) 1 ADJUSTSPACING ., ry}6 /? , ADJUSTSPACING 1 1(V�p PLUMBING(LYP) IL-B2(F) L) <br /> tq hY' AS RECOTO �\ 1 AS REOD TO Y �' 6 L }'� <br /> •I,• \ /q/� 81(F 15/$06 ACCOMMODATE I 2 S 2 gCCOMMOOATE 15/SO6 �pl /q Bi(F)� CANT.BM V w <br /> PLUMBING(TYP) 'SOB \SOB PLUMBING(TYP) /ICn <br /> 15/SO6lry�ry+6 /3/2kq q 15/SO6 1 a <br /> B2 F+/_12- -— HGR PER 1S/SO6 <br /> () O 1 SCHED 1 B2(F)+/-12'-01 SCHED R 0 <br /> 2�� 2 , TO B2 �`` TO B2 4- <br /> S08/ I (.SOB/ S08J <br /> // W. / T+ m <br /> J <br /> = LEGEND <br /> U' <br /> XX <br /> `'SX.X <br /> DETAIL CALL-OUT <br /> FLOOR FRAMING PLAN NOTES: <br /> 1. Floor Sheathing shall be'/."thick T8G(Panel Span Rating 48124)with long dimnalon 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.PA.Specltrcation AFG-01.Fasten Sheathing to °w <br /> Framing with 0.131"0 x 2'2"Nails or Simpson WSVN9 x 21i'scraws as follows: IS' <br /> Framing,Edges 6"oc BEARING OR SHEAR WALL BELOW y <br /> Framing,Field 10"oc d <br /> - - - - - - -- Boundaries,Blocking,Struts 6"Oc, O a <br /> HOLD DOWN SCHEDULE HORIZONTAL/DRAG STRAP SCHEDULE Sae Drawings for other Sheathing Nailing requirements. BEARING OR SHEAR WALL ABOVE <br /> C516xTYPE SIMPSON NOTES CALLOUT BEAM SCHEDULE FACE MOUNT HANGER meet the deT PiC requlord ivee,t,. oading Shallobe a follote ussea®24"oc,u.°.n.Change Spacing to lg.T°c,ae regWrea to <br /> PLAN BOLT PLAN SIMPSON BEAM TYPE Top Chord Dead Load 10-sf follows,u.o.n.: "it a <br /> DETA—IL _ 2. Floor Framin hall be l6's'Dee 4x2"Connector-Pla <br /> HOEDOWN REFERENCE/ DESCRIPTION PLAN TYPICAL SIMPSON <br /> CALLOUT DIAMETER CALLOUT STRAP TYPE <br /> ----- - - POST BELOW Q <br /> 1 STRAP - 14/SO6 U.O.N. ❑1 CS16x36" BEAM TO BEAM B1 -31zk16'2-'GLB HU/HUC412(MAX),u.o.n. Bottom Chord Live Load _ N/A <br /> B2 5'2"x161z'GLB HU/HUC612(MAX),u.o.n. Bottom Chord Dead Load 5-psf, JOB NO.: <br /> (2)CS16x48' --- Maximum Live Load car Mon shall be U600.Maximum Total Load Deflection Shall be U240.Refer to General Structural Notes ..• BLOCK THRU FLOOR FOR POST ABOVE(MATCH AREA) 23-239-06 <br /> 2 - 14/SOB U.O.N. (2)CS16x36" BEAM TO BEAM B3 634"X161z'GLB HGUS6.88/10,u.o.n. for other requirements. <br /> STRAPS - --_-_ --- <br /> BEAM TO 3. End tmss at stair w/,arts®24'ac or per Arch'I.Provide min.240 pS drag load W connection to wall below Per 9/SO8 PLOT DATE <br /> 3 - NOT USED - ® CSi8x36" TOP PLATE HDR HEADER PER PLAN NOTE 5 <br /> - ___ -- -- -- WALL FRAMING PLAN NOTES: 06/08/2023 <br /> 4 - NOT USED - ® (2)CS18%38'• BEAM TO 4. Exterior Walls shall 1.Shear 2x4 Stu s @ 16tti u.Studs IB"oc,u.0.n. <br /> EA TOP PLATE Interior Bearing Walls shall be 2x4 Studs�18"ac,u.o.n. (F) FLUSH FRAMED(BOTT.FLUSH W/BOn.OF FRAMING) DATE: 06/08/2023 <br /> - - - - - Demising Walls shall be(2)walls with 2'A,Space.Each wall shall be 214 Studs®16"oc,u.o.n.Each ,It shall be sheathed with 5 VERTICAL _ BEAM TO POST ❑S HTS30C TRUSS/BEAM 1 layeraf GWB In accordance with Architectural Drawings. X SCALE: )a°-1'-0" <br /> HTS30 TO TOP PLATE HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN <br /> -- - - - Where adjacent Sheer Walls Brain contact,nail,tuds together per 3/SOB.See l/S06 for special stud requirements at Shear Wall DRAWN: BDS <br /> 6 STHD14 - 17/SO7 U.O.N. ❑B DSC2R/L-SDS3 TRUSSTO TOP/BEAM PEA E types PI-3.P1.2,P24,P2.3,and P2-2. <br /> CHCKD: RMH <br /> -------- -- - - S. Headers shall be U10 U.O.N.See Detail l WS06. <br /> LAP BMI2"AND .�, TRUSSIBEAM BLDG: SHEET NO.: <br /> 7 CS16x30"STRAP - ATTACH TO J DSC5R/L-SDS3 6. Buih-up Stud Groups In Walls su g () 0 7 2 4 6 16 <br /> TO TOP PLATE Notes for fastening p PP°rtin Beams,Posh or Ginter Trusses above shall be 2 Studs,u.o.n.See Gene/al Structural <br /> $TUD$BLW - - __ gregairement,. <br /> F. <br /> CS1—' PLATE TO PLATE <br />