|
C,
<br /> w
<br /> 2m I,
<br /> LL <uu
<br /> uj
<br /> 3:
<br /> o"
<br /> r-
<br /> 8'o'6 rl 3_�
<br /> ve CS16x3'-O'-
<br /> dM TO PLATE
<br /> I�G 5X2x13Y2 GLB(DROPPED) 7
<br /> H t
<br /> 5
<br /> o
<br /> SOB
<br /> 1z SOB
<br /> txl2G B 4X8
<br /> S08
<br /> ISAS
<br /> k12 H--#2
<br /> 16"oc.
<br /> 2"�
<br /> P. NO-
<br /> AS FOR PLUNIBINi,
<br /> "7it' f FLOOR FRAMING PLAN NOTES
<br /> 1, loot Ib,17`f1,,1 & ( net pan Rating,4672-4)with-biri�Siope,�,d[,,Iosupporls,Glue Sheathing
<br /> to all
<br /> Framing Members and Blocking 1.1—with d1h.aw.formaig to APASpecification AFG-01.Fasten Sheathing to
<br /> Framing with 0131"0,ZK"Nails or Simpson WSV#gx2Y2"screws as follows',
<br /> -_2k12 In,al,, Framing Edges 6'oc MILL
<br /> @ lo"ot: LU
<br /> Boundanes Blocking,Struts 6".c
<br /> LL
<br /> At areas Intl Gated as Blocked Diaphragm,proAds,2x Flat Blocking(ips,General Structural Note,)at all Unframed Sheathing Panel w
<br /> SOB Edges.Faster Sheathing to Framing and Blocking�Ith 0.131"0 x Zv2"Nails or Simpson WSV Sax sa,follows,
<br /> Framing,Ed!
<br /> DBLJOIS (RI <
<br /> Framing Fie w
<br /> 'IIIBoundaries, <
<br /> 4X87
<br /> Sea Drawings for.1h,,,Sh-li 9 N.Ifingnecf.inmerm.
<br /> 2. Floor Framing shall be aSmd—ted on plan.Refer to General Sunctill'al Notes for other reqn,remens. z 1:11 41i 11 111 1 Ill z
<br /> 6
<br /> C ROOF FRAMING PLAN NOTES
<br /> I T ,�sh.amimqt.Framing mtff_07.1_31"0729 Nails as fdl 0 0
<br /> A SD6 IFraming,Edges F-no-cl -
<br /> ji-rantrig,He"Boundaries,I1 Blocking,Strut LlJ
<br /> Uj
<br /> A,Unframed Panel Edges,Provide PSCA Framing Clips centered b1 each Framing Member.See Drawings for other
<br /> CS1 6x8'-O"-LAP LOWER Sheathing Nailing requirements. LIJ
<br /> TOP PLATE I'-W'ANDATTAC At.indicated as Stocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel
<br /> ...FLAT 2X4 Edges.Fasten Sheathing to Framing and Blocking,ith 0.131"0 x 2Y,'Nails,,falloon;
<br /> DBIL JOIST BLKG BTWN STUDS Framing,Edges T4 07C
<br /> IFraming,Field
<br /> SOB + Boundaries,Blocking Str,AKEM
<br /> Sea Drawings for other Sheathing Nailing requirements.
<br /> o 4, of Framing Shall be as indicated on plan.Refer to Ger-at Sft I Note,.
<br /> PLATE TO PLATE Z 5, Trusses marked Strut shall be designed to acconmod,ta,the indicated loads and connections, ry z
<br /> 6. 0—frannng Members, hall be 2.4 Q 24"..posted dom,to me Inmany beibelow /2x4(Ig 48"ot,Staggered,or as indicated by the
<br /> All FRAMING OR HARDWARE True.Manufacturer
<br /> c NOT SHOWN OR SPECIFIED < >
<br /> 6 TO REMAIN UNCHANGED Provide 7. solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance w,th Note 3, w
<br /> 8. P o,n,l H2.5A Clip Side or TLOK6 S.—.e.h ply in 2-ply.,q..t.,GIhd.rTndS.and..trip.
<br /> o 0
<br /> WALL FRAMING PLAN NOTES.
<br /> did
<br /> 5 1: 9. Erm, rWalisshaf Pi:if—wltdi-56 Studs@ 16'oG,d.o.n.
<br /> O SOB (2)2x6 W1 Inanio"Walls shall I be Shear Wail hyp
<br /> HUC26-2 be 2X4 Studs Q 16"cc,d.o.n.
<br /> 5Yxl2GLB TO POST z
<br /> 15r �LT
<br /> 5Y2xl 2 GLB Where adjacent Shea,Wa"I ar—,contact,nail Studs together per 31S06.See 1/SG6 for speciallud(equenaments at Shea,Wall
<br /> RIM-/-10'-0" types P1-3,PI-2,and P2�2 0 I .IN se ATTACH LOW ROOF LL <
<br /> DIRECTLY TO RIM DIRECTLY TO RIM 11. Buih.0 Stud Groups in Walls supporting Seems,Posts or Gi,de(Truseets,above shall be(2)Studs u.o.r.See General Structural C)
<br /> 10. headers shall be 46,u.o.r.See Detail 13)SO6.
<br /> ATTACH LOW ROOF
<br /> NO BEAM PER 12/S06,SIM -Et)TRUSS BEAM PER 121SO8,SIM Not-f'or fastening requirements.
<br /> TRUSS
<br /> TO POST
<br /> PER (2)2x6 W/HUC26-2
<br /> TO (2)2x6 POST . 2X4 RAFTERS— .1 TRUSSES 12. See 10/606 for Simpson to USP hardware camnssion bible. LL
<br /> @ 2W'w TO 24"oc
<br /> iRS @ 24"o END TRUSS
<br /> oT� LEDGER Vily(2)
<br /> END TRUSS MONO (2)2k6 W/HUC26-2 2x FULL DEPTH
<br /> THUEDGER S 1 0 1 9 TRUSSES TO POST (2)2x6 LEGEND
<br /> RUSSVERT TRUSSES
<br /> 24".c 12d EA TRUSS 44 __�g
<br /> VERT
<br /> (TOP ONLY AT ENTRY (RIGHT DE-IL CALL-OUT
<br /> DOOR,EXTEND FULL SIDE ONLY)
<br /> LENGTH OF EA.
<br /> SHEAR WALL) T=_ SHEAR WALL BELOW PER SCHEDULE OF I ISD6
<br /> BEARING OR SHEAR WALL BELOW
<br /> EXTENDED FRONT PORCH OPTION-ELEV.'B'
<br /> BEARING OR SHEAR WALL ABOVE
<br /> (F) FLUSH FRAMED(BOTTOM FLUSH W1 BOTTOM OF FRAMING)
<br /> do
<br /> do
<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 SO4B(M)
<br />
|