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C <br /> Fv <br /> >P 2 <br /> 0 = > <br /> Q'N - <br /> 22 J 1 <br /> {L' z W <br /> a =w <br /> H <br /> 3& <br /> mM <br /> - F.}p4Vro S08 SOB SO6 <br /> C.,Bx3'-0"- <br /> vs <br /> a. %x13Yz GLB(DROPPED)BEAM TO PLATE P1-6 <br /> HDR <br /> Fx 8 W <br /> m SO6 v LU5210, g UJ <br /> HORIZ.HTS30C- m P16 ,._TYP UNO S08 z =? <br /> BEAM TO PLATE Z <br /> ? � 3Yzx12 GLB(F) +`u L>; <br /> 4x8 <br /> 0'L <br /> BOB 11p' <br /> i� g <br /> J o <br /> 2x12 HF#2 <br /> 2 @ 16"oc, <br /> SW TYP.UNO ADJUST SPACING AS REO'D YdOL <br /> FOR PLUMBING,TYP.(SEE <br /> A6 FOR PLUMBING DROP 2 FLOOR FRAMING PLAN NOTES: <br /> DIMENSIONS) S08 i. Floor Sheaihmg shall be•/.'thick &G(Panel Span Rat ng 48/24)vi ih long d on peryend'cular to supports Glue Sheathing <br /> to all Fram ng Members and Blocking b Faw with adhe5 ve onef 48124).....g to A.PASped"'Me AFGO, Fasten Shealh'ng to <br /> g vi,in 0.131'0 x 2Y Nails,,Simpson WSV#gx2Yz"screws as follows: r� <br /> 12IHF#2 Fram uFraming,Edges 6'Oc co@ 12"oc Framing,Field 10"oc o <br /> Boundaries,Blocking,Struts I G..hll L <br /> 3 Ai areas indicated as Blocked Diaphragm de 2x Flat Blocking <br /> ?2 SOS 22 i Ed Fasten Sheathing to Framing <br /> gm,provi g(per General Simpson <br /> al Notes) tall onews as <br /> Sheathing Panel LLJ <br /> i6 +s Edges. g rtting a,tl Blocking vi ih O 131 0 x 2Yz Nails or S meson WSV#9x2y'saews as follows. <br /> Framing Edges 4 oc <br /> DBL JOIST(F) Framing,Field 70'oc Q <br /> o ` <br /> - -- 19 Boundaries,"locking,Struts 4'11 <br /> j rl Sea Draw ngs for other Sheathing Nailing requ repents. q <br /> 2. Floor Framing shall b..an n plan.Raferto Gen—Strucwral Notes for other requirements. Z V <br /> a _ Pi-6 ROOF FRAMING PLAN NOTES: O <br /> 3. Roof She tl' hall be'is thG Panels 1g ) g ming with 0.131"0x Nals as follows: <br /> ro 9 ( Pan Ratl 24/16.Fasten Sheathln l0 2 <br /> SO6 � N a Fram g Edges 6'oc N <br /> SOe Framing Feld 12'oc <br /> Boundaries,elocking,Struts 6"Oc W <br /> ry+' IN, <br /> � At Unframed Panel Edges,provide PSCA Framing Clips cantwed between each Framing Member.See Drawings for o r T LLJ <br /> -0"-LAP LOWER `Y +s - Sheathing Nailingregwrements, ly J <br /> ATE 1'4"AND W <br /> 0 <br /> t TO FLAT 2X4 At areas indicated as Blocked Diaphragm,provide 2x Flat Block ig(per General Structural Nctesl at all Unframed Sheathing Panel <br /> TWN STUDS *DBLJOIST Edge.Fasten Sheathng to Framing and Blocking will,0.131 0 x y Nails asfollows.Framing,Edges 4"ocFraming,Field 12"oc <br /> S08 p+6 oundares. ocking,SaltsO See Drawngs for other Sheathing Na ng requrementsO <br /> tr o SYzx16Y GLB(DROPPED) 4. Roof Fram ng shall be as inmceled on plan Refer to General Structural Notes CS16XY-0"- <br /> W0 PLATE TO PLATE 6 Trusses marked Strut shall be designed to accommodate hre-ndcateb loads and connections. W <br /> ALL FRAMING OR HARDW <br /> _ARE_ <br /> fir (V� 6 Ovedram ng Members shall be 2X4 @ 24 oc pasted down to man framing below w/2x4 Q 48 oc,staggered,or as indicated by the W <br /> P ,1y,6 Truss Manufacturer <br /> LL �21 <br /> NOT SHOWN OR SPECIFIED z O <br /> TO REMAIN UNCHANGED C h 7. P—la,sold Flat Blockng at all Valleys.Fasten Sheath g to Block ng'n amordance with Nate 3. W <br /> LL <br /> Qm 0 8 Provide H2.5A Chip each side or TLOK6 Screw each ply at 2-ply or yreater Girder Truss ends,typ. LL Q <br /> o WALL FRAMING PLAN NOTES: J r(� <br /> SOB m 9 Exledor Walls shall be Shear Wad type Pi 6 w m 2x6 Studs Q i6 ec u o n I <br /> Interior Walls shall be 2x4 Studs @ i6 oc a o.n. <br /> 2`0+6 5Y_%12 GLB +6. a+ ry+6 ry ?� 2�+ ANT G V <br /> RIM+i 10-0"_ C 5Yx12 GLB - '/d 'L 1 SY x13Y GLB +b. 6 Where adjacent Shear Walls are n wnlacl not I studs together per 3/SO6 See 1/SOB for special stud requirements at Shear Wall <br /> RIM /10'-0" (EXTEND TO CORNER) types P13 P1 2 and P2 2 O <br /> ._ O 0 H d I I b <br /> 2x4 SHTG LEDGER . 2x4 SHTG LEDGER J 1 ea ers s lal a 4x6,u o n.See Deta113IS06 V�` <br /> W/(2)12d EA STUD MONO TRUSS W/(2)12d EA STUD — — — — — — 11 eli It up Stud Groups n Walls supp—mg Beams Posts or G per Trusses--hall be(2)Studs,u.o.n.See General Sv.opu l <br /> --- MONO TRUSS p1_p P1 2 Notes for fastening requirements <br /> 2 2x6 W/HUC26-2 (2)2.6 W/ 1- 11 2 2X6 W/ 12. Be-10/S06 for Simpson to USE hardware conversion table. <br /> TO POST MONOTRUSS_ HUC2G-2 S09 END <br /> HUC26-2 SOB JEER <br /> W <br /> TO POST END TRUSS TO POST (H=5'-6") D <br /> 17 (2)2x6 W/HUC26-2 <br /> S09 (2)2 TO POST 16 <br /> ENDTRUSs - sots LEGEND <br /> -- sDs s6s <br /> 16� (RIGHT (TOP ONLY AT ENTRY XX DETAIL CALLL-our <br /> SX.X <br /> S09 'i SIDE ONLY) DOOR,EXTEND FULL <br /> LENGTH OF P-X SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> SHEAR WALL) <br /> m <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' N <br /> 0 BEARING OR SHEAR WALL BELOW <br /> m <br /> BEARING OR SHEAR WALL ABOVE d <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) to o <br /> y ¢ a <br /> ®/y O <br /> PORT BELOW <br /> W <br /> PT.LID. BLOCK THRU FLOOR FOR POST ABOVE K <br /> HDR HEADER PER PLAN NOTE 10 <br /> i/4"=,•-0" 0 1 2 4 8 16 S 04A <br />