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A
r TANK HAS AN
ISULATION
LANKET,LEAVE
I PLACE
APPROVED STEEL STRAPS
SNUGGLY WRAPPED AROUND
TANK AND SNUG SPACER
PROVIDED BETWEEN THE
WATER HEATER AND WALL.
1
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t
BOARD OP
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3
'
RAFTER RAM
,
2 t
4
RAFTER PER
AFT AN fi�L.
1 2
,
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X 4 4 KING T:
Sp
REQUIRED
SNUG SPACER REQ
R
BETWEEN THE WATER
6
4
T Y
OP PLATE
r
HEATER AND THE ALL
--
5
FLUSH BEAM WHERE
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7
OCCURS -WITH PC
2X4 STUD
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an
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SCREW WITH WASHER
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SECTION A A
THIS SYSTEM MAY BE USED TO ANCHOR A HOT WATER
HEATER THAT IS ADJACENT TO A WALL. TANK FEET NEED
UP BE BOLTED
O THE
FLOOR
AN ON HEATER HOOKED
IN
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MIN.
PROVIDE 1X6 LET -IN
BRAC'G (IF NO SHEAR
WALLS OCCUR) 0 60
MAX. Q 450 MIN. W/
16d Q 0
16d 24"
(3) 8d EA. END & EA.
CE
O.CNAIL
(3) 16d E.N.
STUD BRACE EA.
TM
CORNER 0 25' Q.C. MAX.
2X TRIM'R &
{ 1 E.N.
PROVIDE 2X FIRE
KING STUDS
O 2X SILL
TO2XEXCEED
BLOCK WHERE WALLS
0 JAMB
10' H. & AT ALL
CL'G & SOFFIT LINES
2X STUDS
0 16" O,C.
(2) 10d T.N. 0 2X5P+T.D.F. SILL PLT.
EA, SIDE STUD W/ / DIA. ANCHOR
TO PLT. BOLTS W/ 7" EMBED-1`
PER FOUNDATION PLAN.
PROVIDE A. B.
0 6'-0" O.C. & 4t/2,"
MIN, / 12" MAX. FRM.
#,• •'• �' , •' SILL END
to
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12" MIN
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5- :Y4" PLYW'D SHEAT'G PER
PLAN 0/2X FLR. JST,
PER PLAN W/ R-19 INS.
6- ` G.I. MUDGREED AT EXT. WALLS
7- A-35 .Q 116" O.C.
WA.B.
$ 2X4 P.1. a.F Mt1DSILL.t ��/
PER PL -*/, 2,/2 X2 ff X
1/4" THK. PLATE WASHERRSV
9- CONCRETE FTN'G PER PLAN
10- t2) .4 EBAR'TOP & BOT.
10-
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2
CAP SHINGLES
4= IN. PICTHr
COMPOSITION `SHINGLES OVER ILAYER"
TYPE 15 FELT.
2s12 TO t 4.12 PITCH-
OR HAND -SEALED
COMPOSITIONSHINGLES OVER 2 LAYERS
TYPE 15 FELT.
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4-
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AT PARALLEL F.J.
2- 16d NAILS TO EACH RAFTER
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7- A-35 Q 16" O.C.
IN LIEU OF 2X BLOCKING,
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8- 2X4 P.T. Of MUOSILL Wl W O A
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5-
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FRAMED
0
fr" MIN
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t,d' THK. PLATE WASHER
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6-
PLYW'D SHT'G PER PLAN
9• CONCRETE FTN"G PER PLAN
v
10- t) •4 REBAR TOP & SOT,
0
-
RAM N
14 c
,:
ik,
00111 ON
�' .004
STL
BORED HOLES MAX 40X OF STUD
WIDTH 0 BEARING WALLS, 60X MAX.
0 NON -BEARING WALLS,
NOTCHES- MAX. DEPTH 25/. OF STUD
WIDTH 0 BEARING WALLS, 40/. MAX.
0 NON -BEARING WALLS.
FRACTION OFSTUD 2X4 2X6 2X$
�
257. D
T
13 ", 178„
40% D
13 "
21 " 3,
60Y D
2!"
31 t" 41 1!
NOTE: NOTCH & BORE
NOT TO OCCUR ON SAME
STUD WITHIN 36" OF
EACH OTHER.
200i CBC
SECTION 2320.11.9. 2320.11.10
NTS
BORED ORNOTCHED ;HIED 1"IJC.�
OUTER 1/3 MIDDLE 1/3 OUTER 113
OF SPAN OF SPAN OF SPAN ONLY
AT TOP OR BOT NO NOTCHES AT TOP OR SOT
D ALLOWED U.N.O.
t I
OUTER 113 MIDDLE 1/3 OUTER 113 NOTCHING
OF SPAN OF SPAN OF SPAN ONLY
AT TOP OR SOT NO NOTCHES AT TOP OR SOT
ALLOWED U.N.Q. t
t N�c�
2X LARGEST
BORE DIA. BORING
MIN.
OF, 561i i'
2X6
2x8 2X10 2XT2
2X14
0/6
2001 CBC
D/3
11 ,y"
23 ;� 3t, 3 .�
SECTION 2320.8.320
BORED
OR
NOTCHED
JOISTS
i�
luo
1 18" MAX 1 'z
t+
4 $ 3 2 z
3 4 z
4
L
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2 5
w
6 { G O/ 2X ROOF RFTR.(a
s
1- ROOF SHT'G O/ 2X ROOF RFTR. 1- ROOF SHT'G PER PLAN OX6 STARTER BOARD 7 p
I PER PLAN OX6 STARTER BOARD-SHIPLAP AT EXPOSED EAVES) $
-SHIPLAP- AT EXPOSED EAVES) 2- B.N.
2- 2X4 FLAT LOOKOUT 0 32" O.C.� �g�OFF �
3- {3)- 16d 0 RFTR. TIE � BOG / � z
3 B.N.
INTO FIRST RAFTER 4- 2X BLK'G W/ A-35 1t `
S ,.,
16" Q.C.. U.N.Q. c �& !
4- (2)- 16d 0 EA. 2X4 �, :ca C, 352 7 OWNER.
5- 2X IQEILINia J
5- A-35 0 2'-0" O.C. ' PLAN'' 0
I2 o .t
OR SEE SHEAR WALLPER, r
' 6- DBLTOP ;PLATE :PER PLAN ` SCHEDULE OR U.N.O. '`SEE SHEAR WAIL SCMIViL
6- 2X STUDS 0 16" O.C. 7- 2X STUDS i6" Q;C.. A, I
4t OALIO z
SEE SHEAR WALL SCHED. 7- SHEAR WALL PER PLAN OR IND. BM PER PLAN FOR SHEAR TRANSFER
8- SHEAR WALL PER PLAN SHEAR WALLS N
FOR SHEAR TRANSFER � WHERE OCCURS ,
SHEAR WALLS 8- 2X BLK'G 0 48" O.C. WHERE OCCURS z �
FIRST BAY ONLY
SHEAR TRANSFER AT SHEAR I
TRANSFER
5 3 t2 ROW
57 2 3JO DESMFTION,
1• 'SIMP` EPDXY- TIE TO ! N
RF6 •5X8 Wl5" MIN. '
EMBEDMENT DEPTH 6 a
TO CONC, AT 4 fpp" MIN, ,
FROM ENO 12 '• MlN, � � °
FROM Ed& SPACED PER
FOUNDATION PLAN i1
2. EXISTING CONIC. FOOTING °
I �- ` 4 1 i. 2X OR 3X STUDS PER PLAN z
I END RIM JST, OR BL.K'G z & S.W. SCHEDULE 0 q
N E 2. ., N ':
4 1 4. 16" LONG 2X SHIM OR - " 12 z a
2X BUCK o° 6 $ 0
2.
" B.N.
. . 3BN"
4. S.N. o
2 i " ' 1- 4X4 POST WHERE OCCURS 5. PLY'D SHT'G PER PLAN ' w I
NOTES' > p a W! 576215 EA. SIDE 6 2- 2X RAFTERS NAILED TOGETHER; r
i
-�-. - - A ORItlL HOLES PER MOW.SPECS. ECs. `' 2- FLR, SHEATING PER -- 7 z I
MIN, e. A"? THREA'EO ROOS W/ sit p4m b p PLAN 0/ 2X6 F.J. et 10 12 �
SET EPOxY 05279 16 O.C. W/ R-19 INS 7 2- 2X TOP PLT. :" DRAWN: /
tl ,1 -'2
3- 22X BLKG
8. SIMP. A35 et 16" O.C.
` 1 CHECKED.' 4- 4X GIRDER PER PLAN L 9. SIMP A35F 12 36" O.C.
la, 1
16 5- A-35 EA. SIDE 11 DATE:
18" S0,
,t { 6- 8"X s8"" X2" P.T. PLATE i0. CL'G JST. PER PLAN
% �"�-.` \" /8 � X �, W/ DIA A..B. JOB NO:
2 r a 7- CONC. PIER 11. WALL FINISH PER PLAN
f 12, SOLID BLK'G SHEET, NUMBER:
3
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