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c <br /> 0 <br /> wN <br /> Co <br /> W <br /> ^n <br /> L9 <br /> u <br /> U �rn <br /> I�z x 1yy <br /> Q a <br /> a w <br /> r= <br /> �O <br /> 3 mm <br /> m y'r m <br /> a0N B <br /> Q�k dmi 508 CSt6x3'0" S08 SO6 <br /> - - <br /> BEAM TO PLATE <br /> SYzx13Yz GLB(DROPPED) <br /> 0 <br /> a S06 n LUS21D, <br /> HORIZ.HTS30C- I i v,Typ LINO SOB z� d <br /> BEAM TO PLATE JAIL u1 cj <br /> = <br /> Z*6 4x8 3yx12 GLB(F) <br /> 2 B <br /> SOB v <br /> rz r�o ejn�e 111 T.1 , <br /> J?xs VZl6x "co, <br /> 2x12 HF#2 <br /> 16"oc, <br /> SOB TYP.UNO ADJUST SPACING AS REO'D <br /> FOR PLUMBING,TYP.(SEE <br /> DI FOR PLUMBING DROP 2 FLOOR FRAMING PLAN NOTES: <br /> DIMENSIONS) SOB 1. oor heaihing shall be.' tck (Panel pan dong 46/24)with ongtlimens1on perpendicular fc supportc�lue�itiing <br /> to all Framing Members and Blacking below with on..,.conforming to A.P A.Spec'cation AFG-01.Fasten Sheathing to <br /> Framing with 0.131"0 x 2Y"Nails or Simpson WSV*94)!."screws as follows. <br /> 2x12 HF#2 Framing,Edges _ 6"0c <br /> 12"oc Framing,Fieltl 10"occo 0 <br /> 3 Boundaries,Blocking,Struts 6"dcl 1 a W <br /> S08 2 At areas indicated as Blocked Diaphragm,provide 2,Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel LL <br /> Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2y"Nails or Simpson WSV i#9x2Ya"screws as follows. T LU <br /> Framing,Edges <br /> DBL JOIST(F) c Fra. <br /> ing,Field 10"oc Q <br /> Boundaries,Blacking,Struts 4"oc <br /> See Drawings for other Sheathing Nailing requirements. V <br /> a Z <br /> 2. Fluor Framing shall be as indicated an plan.Refer to General Structural Notes for other requrements. <br /> a P ROOF FRAMING PLAN NOTES: O O <br /> 8 oo S eath ng shall be fo thick(anal Span�a't ng 24(i6).f 61en�Slieal�ing to�ramtng with 0.131 0 x ails a6' ow <br /> Framing Edges 8 or 1 - <br /> F„ S08 Framing,Field 12'oc J <br /> 0 Boundaries,Blocking,Struts 6"oc w <br /> -LAP LOWER v'L�+ ?} - At Unirametl Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other LL) <br /> G Sheathing Nailing requirements. <br /> AT 1'-4"AND --I <br /> 1 TO FLAT 2x4 At areas indicated as Blocked Diaphragm, LLI <br /> provide 2x Fiat Blocking 1per General Structural Notesl at all Unframed Sheathing Panel <br /> DEL JOIST F gas. g to Framing end Blocking with 0.13/"0 x 2Y"Nails as fallow.: <br /> TWN STUDS () Etl Fasten SheaNin <br /> Framing,Edges 4"oc <br /> 'tl tr 4 y Framing,Fieltl 12"oc <br /> NMY�x <br /> SOS +6 Boundaries,Blocking,Struts 4'.ocSee Drawings for other Sheathing Nailing requirements. <br /> O 5Y2X%Xx GLB(DROPPED) 4. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. <br /> C516x3'-0"- <br /> PLATE TO PLATE 5. Trussesmarked Soul&hall be designed to accommodate the Indicated loads and connections. LU <br /> ALL FRAMING OR HARDWARE LL PS 6 G. Overframing Members shall be 2x4 @'124"a:posted down tomain framing below w/2x4®48"ee,staggered,or asindicalad by the <br /> Truss Manufacturer. O >Uj <br /> NOTSHOOR SPECIFIED 0� LL. `27. Provide solid Flat Blockin at all Vage s Fasten Sheathin t Blocki <TO REMAIN UNCHANGED g y. g o ng in accordance with Note 3. OL.O = 8. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. O <br /> LL <br /> C J m WALL FRAMING PLAN NOTES. }�9�ior Walk shall bee hear Wall t Pi$with 2x8 Studs(d 16"oc,u.c.n.( interior Walls shall be 2x4 Studs Qy18'oc,uon �HUC26-22 GLB `x� TO POST `+s ,yrySYzx13Yi GLB a'+ +s/-70'-0" (EXTEND TO CORNER B Whereatljacenl Shear Wells are m contact nail 5t[rds tagelher per 3/SO6.Sea 1/SO6 for special Stud requirements al Smear Wall <br /> t'' ) types Pi-3 P1-2,and P2-2 O <br /> �_ _ .. CANT. W <br /> ATTACH LOW ROOF ---- ^IrI __ ATTACH LOW ROOF 10 Headers shall be 4u6 u o n.Be.Dealt13/So6. ^^ <br /> DIRECTLY TO RIM �� II L __ DIRECTLY TO RIM — — — — rQ U <br /> BEAM PER 12/SOB,SIM �I---- EI4D TRUSS., _ BEAM PER 12lS08,SIM END TRfA1 't Bu hi Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n,See General Structural ^^ <br /> - Notes for fastening requirements. <br /> I..L. Q <br /> (2)2x6 W/HUC26-2 MONO TRUSSES -4 RAF TEF.0 (2)2x62x6 W/HUC28-2 6 PER (nTO POST a 24'-To POST S08 13/SO7 12, see10/S06forSimpson to USP hardware conversion table.(�2a oc END TRUSS 4 RAFTERS Q 24"oc (H=5'-8") <br /> 2)2xd 2x FULL UL-PTH i2)2x6 W/HUC26-2 MONO END TRUSS <br /> ( LEDGER W/(2) TO POSTTRUSSES FULL DEPTH LEDGER LEGEND <br /> 12d EA TRUSS g Q 24"oc g1(2)12d EA TRUSS VERT <br /> -- -- VERT SO6 SO6 <br /> GHT <br /> TOP ONLY AT ENTRY <br /> \SO9 SIDE ONLY) (DOOR,EXTEND FULLSX.X <br /> LENGTH OF EA. XX DETAIL CALLO.T <br /> kSHEAR WALL) ®-X SHEAR WALL BELOW PER SCHEDULE OF 11S08 <br /> f <br /> to <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' O BEARING OR SHEAR WALL BELOW t <br /> BEARING OR SHEAR WALL ABOVE wd <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W o <br /> Q 1B <br /> O a <br /> POST BELOW <br /> w <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE XI I <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 S 04 B <br />