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1 RIDGE BOARD OR HIP
2X R.R. 3 5 ice, '�v3 RAFTER PER PLAN
,.> :` c s i f r f✓„ `''+ 2 RAFTER PER PLAN 12 2
4 - 3 4X4 ICING POST S01 r �, "` •, �. -�.
SNUG SPACER REQUIRED 4 TOP PLATE:
BEiWEENTHEWATER '' 2X6 CONT. (LET-tN) 6
INSULATION HEATE
IFTANKHASAN RANDTHEWALL « ' PURLIN W/ (2) 16d — 5 FLUSH BEAM WHERE
INBLANKET.
LEAVE AT EACH BRAG . • 7 OCCURS WITH PC
Ix
A A 2X4 STUD 2X4 BRACES Q z " $ 6 SIMP PC a:
48" O.C. W/ li ' °
1- 2X STUD WALL PER PLAN
APPROVED STEEL STRAPS I3) 16d TO RAFTER 7, 3- t6d F.N. TO RIPPED
SNUGGLY WRAPPED AROUND
TANK AND SNUG SPACER ii4" X 4114" LAG tx 2 - 2 X 4 PLT. .. _ KING POST
SCREW WITH WASHER RIM JST.
3- SHEAR WALL WHERE OCCURS
PROVIDED BETWEEN THE OR CONCRETE WALLS, a - �
HEATER WATERHEASU14' BSTITUTE14- 2X BLK'G OR 2 �
EXPANSION BOLTS
°°
FOR SCREWS)
IN 5- 3f4" PLYW'D 5HEAT'G PER (a`
PLAN O/ 2X FLR. JST.
�y D PER PLAN W/ R-19 INS. 3 3• ZXt
SECTION A -A _ p a 6- G.I. MUOSCREED AT EXT. WALLS >i
THIS SYSTEM MAY BE USED TO ANCHOR A HOT WATER 2-2X TOP PLT. *'> 2 X 0
ANKFEETNEED 7- A-35 � 16" O.C. 5 (.��
HEATER THAT IS ADJACENT TO A WALL. T
TO BE BOLTED TO THE FLOOR AND THE HEATER HOOKED 2X STUDS 2X C.J. 8- 2X4 P.T. D.F MUDStLL W/ A.B. 1 .CAP SHINGLES r* z
10 PER PLAN--W-/ 21/2"X21/2" X A i i
III
UP WITH A FLEXIBLE GAS CONNECTION.
-- }/a" THK. PLATE WASHER 2 4:i2 MIN. PITCH-
t 6" 3" COMPOSITION SHINGLES OVER i LAYER
9- CONCRETE FTN'G PER PLAN TYPE t5 FELT, 0
12" MIN 10- (2) 04 REBAR TOP & BOT., 7, ' �.�t;1 2.12 TO t 4:12 PITCH-
i-�� 4 SELF-SEALING OR HAND -SEALED °`
COMPOSITION SHINGLES OVER 2 LAYERS p
% TYPE 15 PELT.
O
%c
1 7 P LI 1 /�'� *�7��« {� ■I iO++ye ��...� KING
«.yam. ;r�•,.^.�,, �
i I tra�lr„rira {_"[ ''EXTERIOR ��0�� ��..i���a..A 1++.1+..��� :. `\.�i M POST - ���1....+�E �••w t•,; �,r � W
l.6 U}
6 .�
4'-0' MIN, LAP (2)16d / STUD SHR. WALL I
(8) 16d � MIN. & WHERE OCCURS 2 1 5 ro
LAP TOP PLT. 16d I� 16" O,C. $,N 2
e STUD MAX EXISTING E.N. EXISTING st
OR NEW 4 5 OR NEW '/ f _ c.>I' t, 2 x
~t `I \i t` � i `� � � • 7 N
PER PLAN PER PLAN t�l r ��" EN z
4X4
HDR.
MIN.
16d 0
O.C.F
NAIL
2X T
KING
0 J
(2) 1
EA. SI
TO P
AMB
Od
24"
ACE
-(3) 16d E.N.
T YP.
RIM'R &
STUDS
{21 16d E.N.
TO 2X SILL
TYP.
T.N. Q
DE STUD
LT.
t OJ L 10 8,
PROVIDE 1X6 LET -IN
BRAC'G (IF NO SHEAR
-.. --- -- -»
IZ
WALLS OCCUR) 0 60
MAX. @ 45' MIN. W/
� + e
(3) 8d EA. END & EA.
w
STUD BRACE EA.
_ II`
6
a
CORNER Q 25' O.C. MAX.
fl
PROVIDE 2X FIRE
i-
2X STUD WALL WHERE OCCURS
t53 16d 5a.
BLOCK WHERE WALLS
'�
ta»
PER PLAN
a
EXCEED 10' H. & AT ALL
CL'G & SOFFIT LINES
— - 6
-;
v
2-
2X4 PLT,
1-
RFTR. AND CEILING JOIST
o
3-
SHEAR WALL WHERE OCCURS
PER PLAN
Q
2X STUDS
7� F.G.
ota
4-
2X BLK'G OR FLOOR JST
2-
EXIST`G ROOF SHT'G
1-
(E) ROOF 5HT'G O/ 2X ROOF RFTR.ir
16" O.C.
5-
PLYW'D SHEAT'G PER
3-
NEW FLUSH BEAM PER PLAN
2-
E.N.
3
z
2X P.T.D.F, SILL PLT.
°0`
�'
PLAN O/ 2X FLR. JST.
4'
NEW SIMP U26.2 TO
3-
2X BLOCKING (ALT.)
WI%" DIA, ANCHOR
7" I~MBED'T
'"
"
�
PER PLAN W/ R-19 INS.
R.R. & C.J. & 2X BLK'G
4~
6d
cc
BOLTS Wl
PER FOUNDATION PLAN.
6-
2X BLIC'G Q t$ O.C.
AT PARALLEL F.J.
,�
6X O.C. TO BLOC- OR- WITH
2- f6d NAILS TO EACH RAFTER
'�
�ca'��C)' R`sfv
�'/„x,
0
PROVIDE A. B.
t4 6'-0" O.C. & 4t/2"
%-
A-35 Q 16" O.C.
!N LIEU OF 2X BLOCKING.
�C� �a� t,.�
ca
� s %D
w
z
MIN. l 12" MAX. FRM.
,y
L
= }
10
8-
5
2X4 P.T. D.F MUDSILL W/ %g" DIA
5-
2X RAFTER 'CALIFORNIA'
a�) J► c _ .
SILL END
, �� D: ,. .Ci
��RAMED
X lE3 L. A.B.ABPER PLAN W!
c�
410. �,
o
�`,\i
2' z"x2E/2' X
INK. PLATE
6-
PLYW'D SHT'G PER PLAN
t[
w
MIN
WASHER
g �'/Ir L
z
9-
CONCRETE FTN'G PER PLAN
f I
C?
�q� NAP
v
10- (i) 04 REBAR TOP & EiOT.J
1FOR
c�
EXTERIOR BFARIjI`JG WALLFRAMED18 14 10 FLU H BE>4M 8 ROOF 2=RAMI�I�TERI R FOOTIN
0
z
D }
a
` 0
3 2
_ 4 z
BORED HOLES MAX 40X OF STUD I t_
WIDTH e BEARING WALLS, 60/ MAX.
r-
0 NON -BEARING WALLS. _ x
MIN.
NOTCHES- MAX. DEPTH 25/. OF STUD c� _ 5 ¢
WIDTH @ BEARING WALLS, 40/. MAX.
C NON -BEARING WALLS.
6
STUD _
cu
1- ROOF SHT'G OI 2X ROOF RFTR.
PER PLAN OX6 STARTER BOARD w
t I ~SHIPLAP-- AT EXPOSED EAVES) 8
2- B.N. :n
3- (3)- 16d C� RFTR. TIE z
4- 2� ' BLK'G� n A-35 Q Slp�>`
FRACTION
OF STUD 2X6---- 2X8
HATE= NOTCHAORE
NOT TO OCCUR ON SAME
STUD WITHIN 36" of
n.2X4
5- 2X CEILING JST.c��CaACfq��,�,
PER PLAN
6- D8L TOP PLATE PER PLAN c No. 5 7
='
25/. D T/a" 13ia" 11/a'"
40! D 1/a" 21/$„ 3.,
EACH OTHER.
I. I�t P c2 �'+, I�Ii
7- 2X STUDS @ 16" O,C. SEE SHEAR WALL SCH
�/ ' i
60f D 2"— _ 3 �+` 4' �4'�
�nn� r:�r
�
'J . � c. c_, ran r_� h-r' �,•.. -r' � � .t. rt1 �r 1 1
OR WD. BM, PER PLAN FOR SHEAR TRANSFER -..- ..._
SECTION 2320.11.9- 2320.11.10 8•- SHEAR WALL, PER PLAN SHEAR WALLS
A X A o�i WHERE OCCURS �� C'1111i.
x
OF z
EAR TRANSFER
19 BORED OR NOTCHED STUDSNTS 15 AT GAVE
�---- 5 3 (2 ROWS)
OUTER 1/3 MIDDLE 1/3 OUTER 1/3 # 1'✓ 0
II it
OF SPAN OF SPAN OF SPAN ONLY 2 3 AT TOP OR BOT NO NOTCHES A7 TOP OR $flT t. 'StMP' EPDXY-TtE TO z
I „
D ALLOWED U.N.O. RFB +5X8 W/5" MIN. <
u> EMBEDMENT DEPTH 6 ut
TO CONC. AT 4 I/z` MIN.
FROM END, 12 "MIN,
FROM EDGE. SPACED PER E,
J} n 3 FOUNDATION PLAN 11
w 2. EXISTING CONC, FOOTING 0
as I 4 } 1. 2X OR 3X STUDS PER PLAN z
` & S.W. SCHEDULE p
NOTCHING .... ,�. ,�.. ,... w 3. END RIM JST'. OR BLK'G Z
OUTER 1J3 MIDDLE 1/3 OUTER 1J3 z - 5 2 2. E.N. c�_
4 4. 16" LONG 2X SHIM OR - n
" 12
OF SPAN OF 0)
SPAN OF SPAN ONLY 1 2X BLACK II 6
AT TOP OR BOT NO NOTCHES AT TOP OR BOT 2.
3. B.N.
j ALLOWED U.N.O. _ 11 D
4. S.N. 0
D 1- 4X4 POST WHERE OCCURS 5. PLY'D SHT'G PER PLAN i
Ica 2 ` NS#TES= _ c• W/ ST6215 EA. SIDE
A. ORILL HOLES PER MANUF. SPECS. 2- FLR, SHEATING PER }O - J7 12 6 2 2X RAFTERS NAILED TOGETHER
0 0—, 1- -Y4* MIN. 8. A307 THREATED RODS W/ Sr*0SON P b PLAN 0/ 2X6 F.J. a J
16 O.C. wt R-19 INS 7 2- 2X TOP PLT.
" SET EPDXY X= w5279 2
a L... «r» ,...«..J 3- 2-2X BLK'G ,
2X LARGEST
E 8. SIMP. A35 9 16' O.C.
4~ 4X GIRDER PER PLAN ,�__l
9, SIMP A35F @ 16" O.C.
BORE DIA. BORING 5- A-35 EA. SIDE
MIN, 18" SO.11
NNW 6- 8"X 8" X2" P.T. PLATE 10, CL'G JST. PER PLAN
W/ %" DIA A..B.
FRACTION
7- CONC. PIER 11. WALL FINISH PER PLAN
2X6 2X8 2x1O 2x12 2XI4
OF JOIST 12. SOLID BLK'G
D/68" 1r/a,. 11/2„ 1T/a„ 2°/a" 2UQ1 C8C
D/3 1}/4" 23/,._ 3„ 3Y4.. 4%" SECTION 2320.8.3
_A_..._B.ATI�IN=TNa CONCRETE' PIER BORE OR NOTCHED JOISTS �'
SHEAR TRANSFER
NTs �
r
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t
a °4
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r`�'•�. = n w
REVISIONS
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from the
SMALL NOT
latiOn Of any
,
DRAWN-
CHECKED. -
DATE:
JOB NO:
SHEET,NUMBER: