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<br /> 4.1
<br /> 55
<br /> FU
<br /> ADJUST SPACING AS RE 'D-/
<br /> FOR PLUMBING,TYR(SEE 14
<br /> AS FOR PLUMBING DROP I I SOB)
<br /> DIMENSIONS) I -T I
<br /> ---2 P4
<br /> 2x12 HFu22 SOB
<br /> P(D
<br /> S210, lnJ 10 2't)c T'r
<br /> S08 T.
<br /> rvPUNO
<br /> IL
<br /> t OLT
<br /> 1 ASH
<br /> BY,X12 GL67(IF)
<br /> 6, HHU 5.50110
<br /> H
<br /> D2 - 12.3 _TJ C FLOOR FRAMING PLAN NOTES:
<br /> S16x_t"LAP LOWER 1. Floo�Sheathimg -k T&G Warel Span Rating 46(271)wfth long dimension perpardill alhirg Framing
<br /> Sheathing be W I I so
<br /> TOP PLATE 1 4"AND to all F lbermandSloaingbe—ith h..i,.I.f.,�,i,,gtoA.P.A.Specifi�tonAFG-01.FarnenStrealinngto
<br /> ATTACH TO FLAT 2X4 Framingh 0 131"0 x 2Y2"Nail,or Simpson WSV sBs2y2,,.c.w.as follOws: F-
<br /> BLKG BTWN STUDS Framing Edges0
<br /> 4 12 W) Framing,Field 10 OCC W
<br /> �x boundaries,Blocking,Struts LL _j
<br /> "'" dicatntl a Blocked D aph egm rovitle 2x Flal Blocking r General Su al Ne ee)' aq Unlremetl S teal g net 01 LLj
<br /> - AI areas in Pa
<br /> as. as n as z
<br /> (2)x6 '14
<br /> Framing,Field 1 O"OC
<br /> Bear 11o,ndarms,,,,Blocking.Struts4".c
<br /> S08 Drawings for other Sheathing Nailing requirements. Z
<br /> 0 2. Flow Framing shall bs as indicated on plan.Refer to General Structure]Notes for other equ'rhrl.or,
<br /> z
<br /> 0
<br /> _1 z
<br /> ROOF FRAMING PLAN NOTES:
<br /> 7 -�voxv 0 IS
<br /> 3. Roof Sheathing shelf be 9�ari Rating 24/16).Fast—Sheathing to Framirhiwiih 0.1 fcll,,,
<br /> 4Z�
<br /> Framing E 1 Wool z
<br /> T P
<br /> 11 L Field
<br /> <
<br /> in Framing z >
<br /> Boundaries,blocking,Struts
<br /> FOS
<br /> 4 HUrIL- 5 At Unframed Panel Edges,provide PSCA Framing Clips centered between each Frammg Member.See D gs for other LLJ
<br /> Sheathing Nadmg requirsurnints.
<br /> %�15 GLB(DROPPED) SO" LL1
<br /> CS16sT-O"- (411 1. CSl6x6'-O"LAP LOWER
<br /> E TO PLATE 1 -6:
<br /> PLAT TOP PLATE 1'4'AND
<br /> ATTACH TO FLAT 214 At areas ind,cated as Blocked Diaphragm.provide 2x Flat Bl,&,ng jiper General Structural Note,)at all Unframed Sheathing Pan,[
<br /> II BLKG BTWN STUDS Edges.Fasten Sheathing to Framing and Blocking with 0.131"O,ZV"Nails as follows:
<br /> 50/10 t2ming,Edge. 4"oc
<br /> if 16
<br /> 7. 1 a"!
<br /> \\ �S!91 �ALL FRAMING OR HARD Mps,Blocking,Struts 1 0.-1
<br /> \—ATTACH LOW See Drew for other Sheathing Nailing requirements.
<br /> NOT SHOWN OR SPECIFIED
<br /> ROOF TO BEAM TO REMAIN UNCHANGED 1, Raof1ramm,,h,I11111m1l1md,r,l,n
<br /> PER 1 11SO8,SIM
<br /> Trusses marked Strut shall be designed to accommodate the d-led loads and connections. W
<br /> MONO END TRUSS Z T
<br /> I
<br /> z 6. Overfanting Members she]]be 2x4 Q 24!'oc posted down to nnam training below w/2,4 @ 46"o,,staggered or as Indicated by(he Uj
<br /> (2Lb HTS30C 0)E BEAM 0 Truss Manufacturer. 0 <
<br /> 0 PLATE 7 Pnwshs solid Flat BI.Olung at all Valleys.Fasten Sheathing to Bluck,ngm accordance will,Note 3. _j Lij
<br /> LL
<br /> HU4 2ti 0
<br /> 8. Provide H2.5A Clip each side or TUOKS Screw each ply at 2 ply Or greater Gndi,lt Truss ends typ 0
<br /> (MAX) _j
<br /> CON..0112(F) )2x6 (2)2x6 WALL FRAMING PLAN NOTES: >
<br /> 1 01 3—Enter or Walls shall be Shear aIFWP_1-6 with 2—X6=tus @F16-o-c,a—n —
<br /> j1U212-2-
<br /> q6!6 J L (2 U_ 0
<br /> 2,2 Interior Walls shell be 2.Studs
<br /> n
<br /> I t 0 6%P,u 0
<br /> 7 ..N. Where adja—t Shear Walls am in contact,nail studs together per YSO6.See VS06 for spec,al stud requireme-at Snear Well
<br /> ,_61 1 (2)2.6 W/
<br /> wf'. LB .1.2-2 .2,and .2. z
<br /> T - 1 ——TRUSSES type.`1�3 P1 no P2
<br /> TO POST M—LA-9POST
<br /> W 0
<br /> 1 RAISED HEEL 16 @ 24"clo (2)2x6 S.'t�dp
<br /> DST 11 Bult,p Stud Groups in Wells Supporting Beams.Posts or Giper Trusses above shall be(2)Studs,j.o.,, SftGen.,WStr.,.,.l C)
<br /> SOB MONO TRUSSES 11 S09 HUC26W2/ 10 S-Daw,013)SO5.
<br /> 24"0. S09 To P
<br /> (2) SOB (2 X6 (2)2., Notes for fastening requirarments.
<br /> H 6�2 if 0 06 H 26-2 LL U)
<br /> T T .1� S (RIGHT SIDE ONLY T POST 4 ._ 12 Sea 101S06twSrmpswtoUSP hardware.-vims—table.
<br /> EXTEND FULL LENGTH
<br /> OF SHEAR WALL) LEGEND
<br /> EXTENDED FRONT PORCH OPTION ELEV.IN sXx DETAlLCAL1.-0UT
<br /> SHEAR WALL BELOW PER SCHEDULE OF 1/806
<br /> BEARING OR SHEAR WALL BELOW
<br /> BEARING OR SHEAR WALL ABOVE 0L
<br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING)
<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 16 SO4A(M)
<br />
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