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j <br /> UNIT PLAN 'C' 2 UNIT PLAN'B' 3 UNIT PLAN 'C' 4 <br /> z ry <br /> J <br /> 4 4 4 S ¢s <br /> SOB S08/ S08 QI <br /> ` N �. Z <br /> T.2x10 RIM PT x10 RIM P.T 2x10 RIM <br /> PT 4x4 HF#2 PT4x12 HF#2 PT4x4 HFN2 PT Ix4 HF#2 PT 2HF#2 PT 4- PT 4x4 HF1C2 pT 4x12 HF#2 PT 4x4 HF#2 I RT4x N_ <br /> Po <br /> = ®ST STW/LPC4Z =- POETWLPI4 POSTWIIPC42 =- -= POST WI LPC4Z POST WI LPCQ w <br /> ZMAX(PAHC ZM.(-a) ZMAX(PAIR) ZMAX(PAIR) ZMA%(PAIR) ZMAX(PASU ZMPX(PAIR; m PJ. <br /> U <br /> - P.T.2x4 w1(2) Ms-SC l(2) I P.T 2x4wl(2; d <br /> #exa-SCREWS Ms-SCREWS #B0 EA.JEWS <br /> ..2x10 - EA JOIST 2.10 <br /> I ® <br /> _- ®16"oc �6xoc ® ®EA JOIST EA JOIST <br /> D11Z D-Z DTitZ - DTT1Z OTT12 DTT1Z DTT1: <br /> oww <br /> �5w <br /> ._._ •. _._ m m HDR HDR.,� <br /> 1 L.. HDR HDR 1 _- �� _ -...... _.__ R 1 t. <br /> S/SOb v N -- 1 B/S06 1 1 8ISO6 - - - - <br /> _. N91 5 �rV R <br /> oo O \BOB a` --2-PLY END O %' S08 �.p -2-PLY END K SOB a H 2-PLY END I 2-PLV END j/TL <br /> -- TRUSS AT " TRUSS AT °' �- TRUSS AT TRUSS AT <br /> -_-_.REAR__ --_ -REAR -.-REAR I REAR EIVGIlVEERING P.S. <br /> I`l 2x8 WALL 2x8 WALL 2x8 WALL <br /> ,S08 \S08 r I ,S08 <br /> �m <br /> _. x <br /> �o,z <br /> 161z'OPEN o .-� n¢ iOPEN u+ ¢ <br /> 4 < <br /> _.._WEB FLOOR _-_ _<= n a<J < WEB FLOOR <Ja a< <br /> -- -" TRUSSES ---- ----¢4 ¢ TRUSSES ¢b I ¢o a oEacRlPTlory DATE <br /> � ITYP �� —� PEaMraEr aaNarza2a <br /> 24"oC 24'oc <br /> W - v <br /> a <br /> END <br /> TRUSS <br /> Qt <br /> CS16.6'-0"-LAP LOWER— l� �'llti O Z <br /> - 16'i"OPEN <br /> TOP PLATE 1'-0"AND WEB FLOOR-_- - <br /> ATTACH TO FLAT 2x4 -- ---END TRUSS _ A -- TRUSSES - w END TRUSS p'C BOA 12 r<O O <br /> 24"oc TYP J <br /> BUNG BTWN STUDS - -- ----- - _ -- 12� �� 212 J2+ <br /> T � az � <br /> �w Z Z <br /> �x WO <br /> caw �z a <br /> zz O <br /> I <br /> 00 w � LU <br /> 00 - - --- - --- h a LL <br /> END W <br /> CS16x6'-0"-LAP LOWER i le TRUSS o< <br /> TOP PLATE 11'4"AND <br /> • w w <br /> ATTACH TO FLAT 2x4 PZ Vy-A <br /> ELKS BTWN STUDS - ----- �21- <br /> �- Iz <br /> HGR PER <br /> END TRUSS Et END TRUSS <br /> 6CHED. STRUTTRUSS(DRAG EXTENDSHEAR <br /> I LOAD=2a0 WA PLF) LL THRU I STRUTTRUSS(DRAG ELT SHEAR O <br /> _ DEMISING SPACE CI LOAD=280 PLF) -MISIN 8 <br /> 1 - A- HDR J 0 OEMISGSPACE <br /> WALL SHTG WALL SHTG STRUT TRUSS(DRAG x ­TL S G I WLL SHTG SHTG <br /> CONT.TXRU CONT.THRU RU CONT.THRU CONT.THRU <br /> CORNER CORNER CORNER (J� <br /> CORNER t CORNER I J <br /> rcl irc L HDR 11 ,HDR �. HDR 11. _ 0 2 <br /> 1 <br /> x / P2-2 / P2-2 —1_ P2-2 / I P2-2 I P2-2 / \I O <br /> • PER PER ;'� - PER - PER �` PER L <br /> 13 <br /> 4/SO6 SOB J 4/SO6 SOB 4/506 /S/ �� 4/SO6 '.SOB/4SM S08 (�' LU <br /> ADJUST SPADING �� `5,�'y,A 61M --/ _- _ •4 +d' • ADJUST <br /> SPACING -� SIM <br /> 24'6 II HDR AS REO'DTO _ B3(1) HDR AS REOrD TO <br /> _ ACCOMMODATE - r- ACCOMMODATE Cz Z EE <br /> 1 �B2(F) PLUMBING(ttP) ----_pT. - -- - PLUMBING(TVP) At <br /> 15 /9 �� 1 ADJUST SPACING B2(f /4 r�0 I Y-V�A g) V <br /> CANT.BM- B7(F) �o-q 2 1 AS RED DTO 1 61(F). 5 +q gyp\ 0 <br /> A =-./2. ?!. 15/SOfi S08/ PLUMBING RI'P7 ACCOMMODATE 15I5066 \AlV',FA A /2 •• 6 LLI U <br /> 1 15/SO6 1 \,`tin /2+B -� ,)1'1+ 15/SO6 1 13,E /2+6 �2� a <br /> 15/SO6 _ L _ <br /> HGR PER SCHED -Bra(F) /12A —. 1 H SCHE GR PER -62 12'-0" _:.E O <br /> TO Bra 1 70 Bra 1 <br /> ��s°� �� y� <br /> ',SOB I S08 //C: <br /> Z VW <br /> SI <br /> r LEGEND <br /> �I <br /> xx DETAIL CALL-OUT <br /> Sx.x <br /> FLOOR FRAMING PLAN NOTES: -� <br /> 1.-Floor Sheathing shall be%"thick T&G(Panel Span Fall,48/24)with long dimension pemendidular to supports.Glue Sheathing P1-X SHEAR WALL BELOW PER SCHEDULE OF 1/SO. <br /> to all Framing Members and Blocking below with atlheaive conforming to A.P.A.Spedgcaflon AFG-01,Fasten Sheathing to <br /> Framing with 0131 B x 2 Malls r Simp WSV#9 x 212"ar+ews as idiomFramin <br /> Framing,g Fdgds TOC,OOC BEARING OR SHEAR WALL BELOW ' <br /> HOLD DOWN SCHEDULE HORIZONTAL/DRAG STRAP SCHEDULE BEAM SCHEDULE Boundaries,Blocking,Strutsdd <br /> SIMPSON DETAIL - ----- -------- ---- See Drawings for other Sheathing Nailing requirements. _ BEARING OR SHEAR WALL ABOVE <br /> PLAN BOLT PLAN SIMPSON PLAN TYPICAL SIMPSON d <br /> HOEDOWN REFERENCE/ DESCRIPTION BEAM TYPE 2. Floor Fram ng shall be 161z Deep dx2 Canneaor-Plate Trusses(�24'oc u a n.Change sparing to 19.2"oc,as required,to <br /> CALLOUT DIAMETER CALLOUT STRAP TYPE <br /> TYPE NOTES CALLOUT FACE MOUNT HANGER <br /> meet the defection raga is Loatl ng h II be as follows.u.o.n. <br /> CSi6x48" CS16x36" BEAM TO BEAM 81 3 16 i'GLB HU/HUC412(MAX)u 0 n Top Chord L' L ad 40 f <br /> 1 - 14/SOB U.O.N. Ps <br /> STRAP --- PORT BELOW <br /> Top Chord D d Load 10 psf <br /> -- -- ---- Bra 5 xi6"GLB HU/HUC612(MAX)u.o.n. _ ,o JOB NO.: <br /> Bottom Chord L Load N/A <br /> 2 (2STRAP48" _ 14/SOB U.O.N. ❑2 (2)CS16x38" BEAM TO BEAM B3 63,N1 8 i'GLB HGUS688/10,U o.a Bottom Chord Dead Load- _ 5-psf 23-239-06 <br /> STRAPS - -- --- <br /> - -- _ Maximum Live Load Eefiedtion shall be U6dB.Maximum Total Load Deflection shall be L/240.Refer to General Structural Notes BLOCK THRU FLOOR FOR POST ABOVE(MATCH AREA) <br /> BEAM TO far other requirements. PLOT DATE <br /> 3 - NOT USED - CS18x38" TOP PLATE <br /> 3. End truss Mstair w/vents @ 24"oc or perArch'I.Provide min.240 pfl drag load cal connection to wall below per 9ISO8 06/08/2023 <br /> 4 - NOT USED _ ® (2)CS16x36" BEAM TO HDR HEADER PER PLAN NOTE 5 <br /> EA TOP PLATE WALL FRAMING PLAN NOTES: DATE: 06/082023 <br /> 4.--Exterior Walls shall be She.,Wall type P1E wigs 2k6 Stutls @ 16"oc,u.oD. <br /> 5 VERTICAL _ BEAM TO POST a HTS30C TRUSS/BEAM Intedor Bearing Walls shall be Zx4 Studs @ 16"Dc,u.o.n. (F) FLUSH FRAMED(80TT.FLUSH W/BOTT.OF FRAMING) SCALE: y" <br /> HTS30 TO TOP PLATE Demising Walls shall be(2)walls with 2"Air Space.Each wall shall be 2x4 Studs @ 16"oe,u.o.n.Each wall shall be sheathed with DRAWN: BDS <br /> TRUSS d Drawings./BEAM 1 layer of GWB in accordance witll ArchReural Dngs. x <br /> 6 STHD74 - 17/S07 U.O.N. <br /> © DSC2R/L-SDS3 HOLDDOWN TO WALL ABOVE PER SCHEDULE ON PLAN CHCKD: RMH <br /> TO TOP PLATE Where adjacent Shear Walls are in contact,nail scads together per 3I508.See iISW far special stud requirements <br /> requireents at Shear Wall <br /> types P13,Pt-2,P24,P2-3,and P2-2. <br /> LAP EACH'AND TRUSS/BEAM BLDG: SHEEP NO.: <br /> 7 CSi6X30"STRAP - ATTACH TO 0 DSCSR/LSDS3 TO TOP PLATE 5. Headers shall be 4x10 U.O.N.See Detail 181S06. <br /> STUDS SEW --- - _ --- O 1 2 4 B 16 A S03A <br /> 8. Built-up Stud Groups in Walls supporting Be,,,,Posts or Giber Trusses above shall be(2)Studs,u.o.n.See General SWctural <br /> 1:81CS16x36" PLATE TO PLATE Notes for fastening requirements. 1/4"-1-0' <br />