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D <br /> H� <br /> on <br /> Aon <br /> LU <br /> ❑_I E =C <br /> F l <br /> W— <br /> U0w <br /> IL= s <br /> U WS <br /> a =w <br /> z <br /> 50 <br /> mm <br /> 1 8 <br /> SOB SOB <br /> 4 10 6 <br /> ADJUST SPACING AS REO'D 41•;s <br /> 14 .. FOR PLUMBING,TYP.(SEE Z't <br /> SOB DI FOR PLUMBING DROP C) <br /> 2 LL I I DIMENSIONS) W <br /> SOB 2x12 HF#2 <br /> @ 19.2"oc,TYP. '! g <br /> LTYP210 <br /> UNI`0 SOB <br /> JL— qF 4$N�i <br /> IF 4' <br /> SY X72 GUS(F) x <br /> v HHUS5.50110 <br /> +y 4xt2(F) ry 2 �CN4L 44'� <br /> S08 <br /> FLOOR FRAMING PLAN NOTES' <br /> 0"LAP LOWER — i oor Sheam ng shall be ihlck Pane pan sung 45124)with long 0 m-at.Perpend'c I ro auppons GI SI at5t g <br /> I'Il aTE V-4"AND to all Fram ng Members and Block ng beloww m aonesive wntorming to A P ASpeafcal on AFG-01 Fasten Sheathing m �— <br /> O 3 I <br /> 4xt2 <br /> 2 SOB p Framing with 0.131 0 x 2Y Nails or Simpson wSV#9x)y screws as follows' �1 <br /> AT TO FLAT 2z4 m <br /> BI_b._ 'WN STUDS �Fy ti Frami ng,Edges 6 oc Frammg,Field 10 oc <br /> O Boundaries,Blocking,Struts 6"oc <br /> LL— <br /> o At--indicated as Blocked Diaphragm provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel 7 LLI <br /> Edges.Fasten Sheathing to Framing and Blocking with 0 131 0 x 2Yz Nail,or Simpson WSV#9x2Y"screws as follows. L <br /> to a (2)2x6 p1� Frammg,Edges 4 oc Q <br /> w @ Framing,Field 10 oc Q. <br /> ko ii 8 Boundades,Blocking,Struts 4"oc Q <br /> W ''� S08 Bee Drawings mr other Sheahing Nailing requirements. Ur <br /> O y 2. Floor Framin hall be as indicated on Ian.Refer m General Structural Notes for other re i <br /> O3 ��I�i 9% P quirements. <br /> ROOF FRAMING PLAN NOTES: O Z <br /> m ryt6 3. R..f Sheathing is <br /> shal be "Mick(Panel Span Rating 24116).Fasten Sheathing to Framingwith Q131"o x j'Nails as loilows O <br /> ry Framing,Edges 6"oc z �— <br /> O -} d 12"oc Q Framing Fiel <br /> m Boundanes,Blocking,Struts 6"oc z <br /> 5 „ ry HU212-3 ro 4 p <br /> 0"LAP LOWER----'- S58 Q/`�} n' 3 2x12 F b�+ SOB (pJ r�0 Sheathing Na innel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other J <br /> O O ? CSt6x3'-0"- g gregmremen W SE V-4"AN O --- +/-10'-6" 5Yx15 GLB(DROPPED) PLATE TO PLATE <br /> TO FLAT 2x4 At areas intlicated as Blocked OlapM1raym,provitle 2x FIal8lockiny Iper General SINCWfaI Notes)at all Unframed Sheathing Panel <br /> WN STUDS Edges. -Sheathing to Framing and Bloding with 0.131"0 x 2Ya"Nails as follows' m <br /> -----— ------------ — HHUS5.50/10 Framing,Edges 4"oc <br /> 11 13 II Framing,Field 12"oc <br /> S09 SOB SIM- Bountlade5,Blocking,Struts 4"oc <br /> ALL FRAMING OR HARDWARE Sea Drawings for other Sheathing Nailing requirements. <br /> NOT SHOWN OR SPECIFIED MONO V I <br /> TO REMAIN UNCHANGED TRUSSES I a. Roof Framing shall be as intlicated on plan.Rater to Genersi Structural Notes. <br /> �___.—...-_.� @ 24"oc <br /> ry <br /> S Trusses marked Strut shall be designed to accommodate the rimcated loads and connections. LU <br /> IHORIZ.HTS30C 6 Ovedrani n Members shall he 2.4 24'oc posted down to i a n Irani n below,w12x4 48 oc staggered, r as indicated b the O ; <br /> EA.SIDE BEAM �121,x8 Truss Manufacturer @ poa g � 9gere o yrTACH LOW TO PLATE -_ U212-2W 11 <br /> ROOF TO BEAM ro I 11 7 Provide solid Flat Blocking at all Valleys Fasten Sheathing to Blocking n accordance w ih Note 3. O l.LPER 11/S08,SIM N �? S08 HU412^, N�� Td (�X) 6 Provide H25A Clip each side or TLOK6 Sc—each ply at 2-ply or greater Grder Truas ends ryp. Q <br /> (2)2x6 (2)2x6 CONT.4x12(F) ? <br /> ------- ? WALL FRAMING PLAN NOTES _ <br /> - T6 9. sumor Is shall be ear Wall type P1-wi x to a(r�76'Oc U.O.A. <br /> LL <br /> 2 2X6 6 L LA. ' . 1, Interior Wags shall be 2x4 Studs @ 16 oc u o.n. <br /> COMMON TRUSS _ - (2)2x6 W/ SYsz15 GLB Where adjacent Shear Walls are-n contact,nail studs together per 3/SD6.See 1/SO6 for special stud requirements at Shear Wall <br /> HUC26-2 COMMON TRUSS types Pt-3 P1-2 and P2-2. 1' ' C O <br /> (2)2x6 W/— 11 MONO TO POST (2)2x8 °' RAISED HEEL 1 to Headers shall ue 4x8,u.o n.See DetaI13/506. rrr e _ <br /> HUC26-2 COMMON TRUSS _"- S08 a F— <br /> _ �509 TRUSSES — `� MONO TRUSSES d V <br /> TO POST i � 1 GABLE END TRUSS r1 <br /> @ 24"oc @ 24"qG i t. Built-up Stud Groups in Welts supporting Beams,Posts or Giber Trusses above shall be(2)Studs,u.o.n.See General Structural LL-(2)2z6 WI S08 Notes for fastening r <br /> (2)2x6 HUC26-2 g 11 aquiiemenis. <br /> SHTG LEDGER S09 <br /> GABLE END TRUSS TO POST SO6 S09 PER 13/S08 1Z See 101S06 for Simpson to USP hardware conversion table. <br /> (RIGHT SIDE ONLY (2)2x6 W/ <br /> SHTG LEDGER EXTEND FULL LENGTH HUC26-2 <br /> 16 PER 13/608 OF SHEAR WALL) TO POST <br /> So9 � LEGEND <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' j DETAIL CALL-UT <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/SD6 g <br /> so <br /> I I BEARING OR SHEAR WALL BELOW N <br /> l= <br /> C <br /> BEARING OR SHEAR WALL ABOVE a <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) w po�ii <br /> Q A <br /> O c <br /> POST BELOW $` <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> • 0 1 2 4 8 t6 SO4B <br />