HomeMy WebLinkAbout10149938.pdfPRINTED ON CLEARPRINT 1000N _._ �_
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4'-07 MIN. LAP
(8) 1 16d . 0 MIN. St (2).16d STUD 6 co
16d 0 16" O.C. I.- 'SIMP'EPDXY-TIE TO SHEAR PANEL
LAP TOP PLT. 5 401 .1
MIN. PER PLAN
a STD MAX RFB*5X8 WIS"
EMBEDMENT DEPTH
2 TO CONC. AT 4 1/2" -MIN;
4X4 FROM END, 12 " MIN, 7 7 7 7 4 x
HDR. z FROM EDGE. SPACED PER
MIN. PROVIDE 1X6 LET -IN X. FOUNDATION PLAN
SSTS
..,BRAC'G (IF NO SHEAR
WALLS OCCUR) @ 60
uj 2: EXISTING CONC. FOOTING ANCHOR
46
MAX. 0 450 MIN. IN/ 0
16d 0 2 4 (3) 8d EA. END &EA. muj I END RIM JST, OR BLK'G
O.C.FACE (3) 16d E.R. STUD BRACE EA. $
NAIL TYP. CORNER 0 25'0.C. MAX. 4 4 r 41 16" LONG 2X SHIM' OR 0
2X BLOCK
2X TRIM'R & f—PROVIDE 2X FIRE 2,
KING STUDS o. (2) 16d E.N. BLOCK WHERE WALLS
TO 2X SILL
JAMS -5 FRM CORN'R &
L/ EXCEED 10'H. & AT ALL
IMAX.
CL [Tlf_L.1.
'Y" 'G & SOFFIT LINES
*SIMPSON' POST CONIC. B I'MIN. S1MP_.
PST SSTB LOAD
2
—2X,STUDS NOTESt NO. BOLT BOLT Le HB S
0 16" O.C. z gr
A* DRILL HOLES PER 'MANUF. SPECS.
2X P.T IA. SILL PLT. I- (E)'R.0OF SHTG 0/ 2X ROOF RFTR.. MIN. S. A307 THREATED RODS th/ StmPSON
(2) 10d T.N. 0 W/%" DIA. ANCHOR 2 E.N. 3 SET EPDXY IC80 -5279 HD2A (2) 5/8 % 12 4 1/2 41/2 4 X 4 16 2775
EA. SIDE STUD BOLTS W/ 7" EMSEDT 3- 2x 8 OCKING (ALT.) L
TO- PLT. HD5A (2) y4 3/4 16" 51/4 3 4X4 210 4010,
PER FOUNDATION PLAN.
4- 2X CONT. ISHAPED'W/ 16d @
PROVIDE A,,D, 6" O.C. TO BLOCK- OR- WITH HD6A % 24 4X6 28 5510
0 6'-0" O.C.-& 41/-2"
2- 16d NAILS TO EACH RAFTER
10 MIN. / 12" MAX. FRM. IN L�CU OF 2x BLOCKING. 7910
.6 SILL END HD8A (2) % % 31/2 4 X 28
5- 2X RAFTER 'CALIFORNIA' HDIOA (2) % 241' 4X6 28 9955
FRAIAD % % I m I .
6 PLYYVD SHT'G PER PLAN
-------------------------------------
''CALIFORNIA' FRAMED'
EXTERIOR BEARING WALL. 13
ROC,)IF
EBRAMI 4Q-
2
V�
RIDGE BOARD OR HIP
RAFTER PER PLAN 3 d F.N. TO RIPPED
KING? P05T + + 7
RAFTER PER PLAN
z 8
I .2X,STUD WALL PER PLAN
2X4 PLT.
v 6
3- SHEAR. WALL WHERE OCCURS
4- 2X SLK'G OR
RIM JST.
ROOF SHT'G 0/ 2X ROOF RFTR. (7
PER PLAN OX6STARTER BOARD z
-SHIPLAP- AT EXPOSED EAVES) :5- JY4" PLYW'D SHEAT'G PER
4><4 <ING P05T m
2- B.N. PLAN 0/ 2X FLR.JST.
A35 AT EA. SIDE 1- ST2115 48" O.C. IN 3- (5)- 16d 0 RFTR. TIE c . 14 PER PLAN W1 R-19 INS.
LIEU OF 2X4 TIES * Do 6- G.I. MUDSCREED AT EXT. WALLS
4- 2X BLK'G W/ A-35
2- S.N. 16" 0,C.. U.N.O. 7- A-35 @ 16" O.C.
3- 2X RIDGE BOARD
4-� PLYW'D ROOF SHEATHING PER PLAN 5- 2X CEILING JST. 10 8- 2X4 P.T.D.F MUDSILL W/ A.S.
PER PLAN' PER PLAN W/ 21/2"X21/2" X
- - - - - - - 4 5- ROOF RAFTERS PER PLAN 6- DSL TOP PLATE PER PLAN L 6" al THK. PLATE WASHER
\`--FLUSH BEAM 6- 2X4 TIES @ '48" O.C. 7- 2X STUDS @ 16" O.C. SEE SHEAR WALL SCHED. M 9- CONCRETE fTN'G PER PLAIN
PER PLAN 7- 3- 16d TYP. OR WD.SM.PER PLAN FOR SHEAR TRANSFER 0 12 IN 10- m*4 RESAR TOP & SOT.
SHEAR WALLS
8- CJ / TIE PER PLAN W/ 4- 16d 8- SHEAR WALL PER PLAN
TO RAFTER WHERE OCCURS
SHEAR TRANSFER EXTERIOR FOOTING
14 10 2
KING POST 1=1_0 R111DGE AT SAVE
OUTER 1/3 OUTER I/
MIDDLE 1/3, 3
OF SPAN OFSPAN Off- SPAN 0 SHR. WALL
AT TOP OR SOT NO NOTCHES AT TOP OR, SOT 3 (2 ROWS) WHERE OCCURS
ALLOWED U. N. 0. EXISTING .N. 2 EXISTING
D ca OR E.N.'N"
NEW 04—_�, 5 OR NE W
PER PLAN PER..PLAN
EXIST'G
HIP BEAM SHEATH'G
fit_7t Vn/
EXISP(1�
RFTR
1. EXIST'G STUDS
11
3 NOTCHING 8
OUTER 1/3 MIDDLE 113 IOUTER 1/2 4 13 z 6
4X POST W/ (2) TS22
OF SPAN TOF'SPAN I 0
1
7 SPAN ONLY . . . . . . . 2. E.N. 7
BOTHSIDE 0 TOP AT TOP ORBOT NO NOTCHES AT TOP OR SOT 2
SOT. 2 1. X STUD' WALL, WHERE OCCURS
& sco ALLOWED U.N.O. 1 3. B.N. to &
m PER PLAN'
12. 1 1 1 _j 1 1 2- 2X4 PLT,
8 4. S.N. A,_ -A — — - U -T, 0
Alve z 3 SHEAR WALL WHERE OCCURS
cv 7_ > 5. PI Y'D SHTG PER PLANas F.G. 4- 2X BLK*G,OR FLOOR JST
5-71 z
T_ 5- PLYW'D, SHEAT'G PER
6 2-2X RAFTERS NAILED
TOGETHER
0 0_ PLAN 0/ 2X FLR.JST,
PER PLAN W/. R-19 INS.
7 2- 2X TOP PLT.
00 6- 2X SLKG 0 416 O.C.
. ....... .. .. C14 o-; 10 8. SIMP. A35 0 16" O.C. AT, PARALLEL F.J.
7- A-35 0 1611 O.C.
2X LARGEST BORING 2 9. SIMP A35F 0 16" 0.6. 10
BORE DIA. 8- 2X4 P.T. DY MUDSILL W/ DIA
MIN, JST. PLAN L X 10" L. A.B. PER PLAN W/
10. CL'G JS 31' L 6" L3
BEAM PER PLAN 11 ? ,X2V2" X
11 11. SHEAR 'WALL PER PLAN THK..PLATE WASHER
r__-RAC`10N 2X6 2X8 2X10 2XI2 2X14 12" MIN 9- CONCRETE I E FTN'G PER PLAN
OF J��ST 2001CBC .12. SOLID BLK'G 10- (1)*4 REBAR TOP & BOT.
2 SECTION 2320.8.3 13� 2X4 CRIPPLE STUDS
D/3 1114 2 L/s Y :IY4" 2X SHAPPED. NAILINGPLATE
KING POST 15 BORED OR NOTCHED JOISTS NTS SHEAR TRANSFER INTERIOR, FOOTING'
T_#r
D 1 RIDGE BOARD OR HIP
RAFTER PER PLAN 2 3
RAFTER PER PLAN
3 4X4 KING POST It,
BORED HOLES MAX 40ZOF STUD
WIDTH Q 81c AIRING WALLS, 60 MAX. 4 TOP PLATE
0 NON-BEW41NG WALLS. 5 2- 2X CEILING JOIST EYE
W. A35 EA SIDE TO K.P.
4
NOTCHES- MAv. DEPTH 25X OF STUD
WIDTH 0 BEARING WALLS, 407 MAX, 6 SIMP PC AT TOP PLT.
NON -BEARING WALLS.
7. 3- l6d F.N. TO RIPPED
Lo KING POST
Too 5
PLAN
_7
2
z r. 6 1- 4X4 POST WHERE
OCCURS W/ ST6215
IL 7 EA, SIDE
2- FLR. SHEATING; PER
PLAN 0/ 2X6 F.J.
75T 16" O.C. W/ R-19 INS
FR �,CTION
OF STUD
2X4
2X6
2X8
2.*
57 0
=8 -
—
E -^;/ D
2"
32'/4 "
444" 1
Alb, T 3- 2-2X BLK'G
NOTE: NOTCH & SORE 4- 4X GIRDER PER PLAN
NOT TO OCCUR ON SAME
STUD wITHN 361, OF 6 5- A-35 EA. SIDE
EACH OTHER. 8"X _8;"X2" P.T. PLATE
mol CSc
I a N � GUMIC. PIER
SECTION 2320.11.9- 2320.11.10 1 11 4 is,, so. 8- 4X4 CRIPPLE POST-
W1 2- A35F TO GIRDER
16 BORED OR NOTCHED STUDS NTS 12 KING POST CONCRETE PIER
7
7_
DRAWN
CHECKED
DATE
SCALE
Joe NO.
SHEET
AN
OF SHEETS