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w UNIT PLAN'C' T UNIT PLAN W s UNIT PLAN'B' UNIT PLAN'C' $ <br /> (/ /' <br /> SOS <br /> SOS <br /> PT ' ����\\ ' 4zt2 HF— _-� PT.2xtORM -- <br /> xT4x4HFN2 n.4x4HFM2-, - -PT 4x4 HFM2 PT 4x4 HFp2 PT4x4 XFp2 POST W/ - PT 4x0 XFM2 PT 4x4 HFM2 PT 4x4 HFM2 -. <br /> 10 R M 2x10 RIM PT.2x10 RIM <br /> P 12 HFM2 PT/12 HFM2 _ <br /> iOSTWI LPL4Z POST WV LPG2 -- POST W/LPC62 POST WI LPL42 -- POST W/U- POST W/LPC4Z - - POST Wl LPC4Z _ <br /> :MAx(-a) (PAIR)� ZMA%(PNR) ZMAX(PAIR) ZMA%(PAIR) i ZMA%(PAIR) ZMA%(PAIR) � <br /> LPGZ ZMAX(PAIR) <br /> 4xt2 2 i w <br /> ` U � <br /> w/(2) P.T.2x4 w1(2) - P.T.SCREWS <br /> S I. P.T.2M w/(2) P.T.SCREWS a <br /> Jex3"SCREWS idea SCREWS ` pa0 SCREWS ` as EA SCREWS Xea SCREWS Q <br /> FA JOIST I EA JOIST EA JOIST EA. <br /> ® I ® P.T.2xt0 - ® P.T.2x10 - P.T.2x10 ® Q9 EA.JDIST P.T.2x10 "t <br /> ®18"ac ®16"ac - 16"oc n n' <br /> Lj <br /> iTriz OTTIZ D-Z DTT1Z -lz 1 DTTiz -lz CT- DTT1Z =yam <br /> HDR I HDR I I / I -' HDR FOR -L t HDRw <br /> 8/506 1 8/SOfi 1 8/SO6 1 8/SOIS 1 m <br /> 5 1 91 6 <br /> -2-PLY END 2-PLY END ^' 2-PLY END .�. /' / 2-PLV END I' 2-PLY END x BTL <br /> �O \5081 a a` S08' 4 O `SOB' wo wO�S08 <br /> TRUSS AT TRUSS AT TRUSS AT TRUSS AT TRUSS AT <br /> -REAR- REAR - -REAR REAR /- REAR ENGINEERING P.S. <br /> 2x8 WALL 2x8 WALL 2X8 WALL 2x8 WALL LHe.z 1♦ "A` u <br /> ,. <br /> 14 14 15' 14 _ _ �\ l3 T. <br /> SOB` SOB SOB/ SOB, .SG8 r <br /> — <br /> INE DATE <br /> <� a� a� a� gCD <br /> D z �w �Z� � Dz L33z Ewa <br /> [w w w 16',-OPEN z C, a m w tt w ? '4¢I 1612'OPEN <br /> WEB FLOOR r F o a a F J a WEB FLOOR <br /> o Q o -- TRUSSES ¢ ¢;o a - g TRUSSES <br /> @ 24"oc TYP @ 24"oc TYP <br /> END END <br /> -- -- TRUSS TRUSS 1 <br /> ��+q0 . LL w W TRUSSES z <br /> S 2 •. J2k END TRUSS F 1612 OPEN I -- +6 a TOP PLATE <br /> LAP LOWER <br /> O Q <br /> O Ie FLOOR _ WEBFLOOR LLm AT TOP PLATE I-0"AND <br /> P .A4 O - - TRUSSES M w END TRUSS ATTACH TO FLAT 2x4 O J <br /> �21 Q w z @ 24"oc TYP @ 24"oc TYP w z }q BLKG BTWN STUDS J <br /> a a CI <br /> =g I C,a �o Z <br /> a <br /> z — <br /> I <br /> �_ lJg�w �w o <br /> a <br /> xg w ww LL w00 , CC <br /> I. ya 3 <br /> z LL <br /> END /2 �O p'(�'+a END w 2 2vJ <br /> ¢ <br /> w TRUSS TRU$S do <br /> -- - i • •• - CS16%8'-O"-LAP LOWER <br /> TOP PLATE 1'4"AND <br /> w (1,1 P�2\O4 ATTA H TO FLAT 2x44 <br /> BLKG BTWN STUDS (n <br /> --- - - - - PT 81t8 HF#2 POST a) <br /> END TRUSS i i ___ END TRUSS I W1 LPC6Z ZMAX CAP <br /> 0(TEND SHEAR STRUTTRUSS(DRAG �I1 STRUT TRUBE(DRAG EXTEND SHEAR I STRUTTRUSS(DRAG -I- (PAIR)TO TRUSS O <br /> -THRU LOAD PLF) LOAD 2B0 PLF7 WALL THRU LOAD-280 PLF) p' <br /> EMISINGSPACE I -- _.- -i- HDR - DEMISING SPACE HDR_- _ x I /� HGR PER <br /> /ALL SHTG WALL SHTG I WALL SHTG WALLSHTG STRUT TRUSS(DRAG WALLSHTG J CONT.TN WALLSHTG I I.I 1 , SCHED. <br /> (� <br /> HDR HDR _ 1I� HDR u coNT.THRu SOB <br /> RCORNER <br /> C J <br /> ONER I CORNER CORNER CORNER ` CORNER ( f CORNER - <br /> ONT THRRU CONT THRU CONT.THRU LOAD-250PLF) CONT.THRU <br /> I _.. 11 _ - t - �. - _ _HDR _ 1 IIN O <br /> P22 - / / _ X- /I P2-2 1 P2-2 / / 1 P2-2 / / --/.P2-2 I P2-2 / `/ - 2-PLVGIRDER C p <br /> PER 19 PER - -PER 19 PER 19 PER --- PER PER ¢I•m GABLE END TRUSS L <br /> >4/So6 4/SG6 a 4/SO6 4/SOfi VS06 4/SOfi 13 4/SO6 a oI'I 0) LU <br /> SIM I - SOB - - _ •. D+`O �\ SOB $IM C 4 .508�. —�S S08 +`° x; l0 <br /> _ ADJUST SPACING -� }4 21 -/ - -� +6 DESIGN END TRUSS (J <br /> I B2 F _ B3(F) _ B3(F). ADJUST SPACING 'I ryl TO CLEAR SPAN � 3_ <br /> T cry")_ AS REO'D TO _B1 F ADJUST SPACI ry C AS REO'D TO I 1 BTWN POSTS <br /> I FOR n cc <br /> ACCOMMODATE ) - Q PLUMBING("E 1 AT jL U <br /> ^CCOMMOPLUMBING P 5 () 1 AS USTSPO NG ` 1�+6 1 ��J�-F ` AS REO'O TO ING 1 � „a 5 I B2(F) PTB%B HF#2 P057 <br /> Y �4" W/LPC6Z ZMAX CAP > <br /> \ () 2 2 l B1(F) LU <br /> •Ii = (qJz 15/$OB ACCOMMODATE ACCOMMODATE 15/SO6 -- (q1' (PAIR)TO TRUSS U <br /> y }q PLUMBING(rYPj 508 SOB PLUMBING(IYP) 6 "c}qCn <br /> f2/P}s \212+ ('2J2}q 1 15/SO6•I l�•\ (3�1'a 1 15/SO6 1 /CANT.BM a <br /> 15/SO6 <br /> . —...B2(F)+/-12'-0" HGR PER 1 - �2(F) 2'-0".. ".rHGR PER O <br /> 1 SCHED 1 SCHED '0 <br /> 2 I Z`` TO B2 2 TO B2 �L�'.SOB I SIB/ SOS �MyW� <br /> Z W <br /> =I LEGEND <br /> U' <br /> SX.X <br /> FLOOR FRAMING PLAN NOTES: DETAIL CALL-OUT <br /> 1. Floor Sheathing shallMembers <br /> an snick Tng below <br /> el Span Rating conforming <br /> inn to <br /> dimension cation FG-01.Fasten S Glue Sheathing Pi-X, SHEAR WALL BELOW PER SCHEDULE OF 1/SOB , <br /> I,all Framing Members and ails r below with atlhesive conforming to Mows eclflcaflon AFG-01.Fasten Sheathing to 2 <br /> Framing with 0.131"0 x T2"Nails or Simpson WSVM9 z Tz'saews as follows: ' <br /> Framing,Edges 6"oC BEARING OR SHEAR WALL BELOW N <br /> Framing,Field 10"oc O v Blocking,Struts Boundaries,B , 6"oc <br /> See Drawings for other Sheathing Nailing requirements. BEARING OR SHEAR WALL ABOVE <br /> HOLD DOWN SCHEDULE HORIZONTAL/DRAG STRAP SCHEDULE BEAM SCHEDULE g x i - <br /> SIMPSON DETAIL 2. Pic;Framing shag be 1612 Deep 4x2"Cannectar Plate Trusses @ 26 oc u.o.n.Change spacing to 19.2 oc,as required,to �} <br /> PLAN TYPE BOLT REFERENCE/ DESCRIPTION PLAN TYPICAL SIMPSON NOTES PLAN SIMPSON t CALLOUT FACE MOUNT HANGER mcel the deflection requirements.Loatlngshall be as follows uo.n. <br /> - C HOEDOWN ALLOUT DIAMETER CALLOUT STRAP TYPE BEAM TYPE Top Chord Live Load 40.psf Q <br /> POST BELOW <br /> Top Chord Dead Load 10 q <br /> 1 C516x48" 14/SD6 U.O.N. 1 CS16x36" BEAM TO BEAM Bt 312'x161x'GLB HU/HUC412(MAX)u o.n. B ttOm Chord N/A <br /> STRAP Live Load N/A T <br /> - - - B2 512'X16i2"GLB HU/HUC612(MAX)u o.n. Bottom Chord Dead Load - 5 psf '0 JOB NO.: <br /> I <br /> Mzzlmu L Load deflection shall be U600.MaxMum Total Load Deflection shall be 1240.Refer to General Structural Notes BLOCK THRU FLOOR FOR POST ABOVE(MATCH AREA) <br /> 2 (2)CS16x48" - 14/SO6 U.O.N. 121, (2)CS16XW' BEAM TO BEAM B3 6s4hr1612'GLB HGUS6.88/10,mo.n. for otherrequirements. • 23-239-06 <br /> STRAPS <br /> BEAM TO <br /> 3. End truss at stair w/veils @ 24 oc or per Arch I Provide min 240 plf drag load w/connection to wall below per 9/SOB PLOT DATE <br /> -'I <br /> 3 - NOT USED L� C8i6x36 HDR HEADER PER PLAN NOTE 5 06/08/2023 <br /> TOP PLATE <br /> BEAM TO 4. Ed noAMING PLAN NOTES <br /> 4 E#ei or Walls shall is Shear Wall ripe s @ S" 2x6 Studs @ 16 oc u o n <br /> 4 (2)CS78X38 ': (F) FLUSH FRAMED(BOTT.FLUSH W/BOTT.OF FRAMING) <br /> 4 - NOT USED - EA TOP PLATE Interior Sending Walls anal)be 2x4 Studs @ 16 oc a c n DATE: 0&08Y1023 <br /> --- ------ - --- Oem sing Walls shall be(2)walla with 2 Ar Space Each wall shall be 20 Studs @ 16 oc u.o.n.Each wall shall be sheathed with SCALE: Y%' 1'-0" <br /> VERTICAL L� HT530C TRUSS/BEAM ilayerofGWBin accerdancewith Architectural Drawings. X <br /> B - BEAM TO POST TO TOP PLATE where adjacent Shear Walls are In contact,nail studs together per 3ISOfi.See 1/SOB for special stud re i <br /> HT530 II_ HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN DRAWN: BDS <br /> __ - ------- ----- i - ------ q.henumts at Shear Wall <br /> e DSC2R/LSDS3 TRUSS/BEAM types P1-3,P1-2,P23.P2-3,and P2-2. CHCKD: RMH <br /> 6 STHD14 - t71507 U.O.N. TO TOP PLATE E. Headers shall be 410 U.O.N.See Detail IWS06. <br /> LAPBM12'AND TRUSS/BEAM 0 1 2 4 8 16 BLDG: SHEET NO.: <br /> _ 7J DSCSR/L-SDS3 8. Built-up SiW Groups In Walls aupportllg Beams,Posts or Girder Trusses above shall be(2J Studs,u.o.n.See General Structural <br /> 7 CS16x30"STRAP - ATTACH LW TO TOP PLATE 1/4"=1'-0" <br /> STUDS BLW - -- - ---- _ Notes for fastening requirements. <br /> �8 CS16x36" '. PLATE TO PLATE I A S03B <br />