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ELECTRICALGENEML NOTES
1. ALL WORK 514ALL BE DONE IN ACCORDANCE W/ THE 2001
C8C. PLUMBING,
2- VERIFY ALL DIMENSIONS. w • NOT SCALE DRAWINGS.
3. IT SHALL ME THE RESPONSAISILITY,. TWF CONTRACTOR
VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO
COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE
UPON DISCOVERY OF ANY OMISSIONS OR CONFLICTS IN
THE DRAWING&
4 PREPARATION OF BUILDING SITE SHALL BE PER
SECTION 3302 CSC.(ALL STLTIPS AND ROOTS SHALL
BE REMOVED FROM THE SOIL O A DEPTH AT -
12 INCHES BELOW THE SURFACE OF THE GROUND TO
B OCCUPIED BY THE BUILDING)
GROUPALL NAILING TO COMPLY LU/ TABLE CBC
TYPE OF CONSTRUCTION YN
OCCUPANCY
.
A c&
TITLE 24 S U M MARY
ENERGY (TITLE 24) REQUIREMENTS
INSULATION EXT WALLS R-13
.ATTIC R-30
SUBFLOOR R-19
FENESTRATION FENESTRATION - -FACTOR-0.40 MAX
SW6C= 039, MAX
A/C EFFICIENCY N/A
RADIANT BARRIER OR FOUAL TO 00
INSTALLED TO COVER ROOF
GABLE s WALLS AT ATTICf�
* ALTERNATE FOR OR/OR DUCTS
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DETACHED �
GARAGE
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EXISTING WALLS TO REMAIN
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rya
EXISTING WALL Tc.,r REMG�VED CdC. DRIVE
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LEGEND
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021
110 V Ilk/ BATTERY BACK-UP*
a19 j t 110
y SMOKE DETECTOR
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RECE35ED CEILING LICs1-IT
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a k $ 4b � ve`vd`u
L AIR DIFFid R GRILLE
i nr 1 2 L.. 1«3 6 4 gym •= T
t FLIr19:E ENT AS REQUIRED MECHANICAL FAN. MIN.
S AIR CHANGES PER &IR.
t-0- FLUORESCENT ENT LIGHT
. TELEPHONE JACK
d AFI RECEPTACLE OUTLETS SUPPLIED BY
j BRANCH CI -UITS PROTECTED BY
AN ARC -FAULT CIRCUIT INTERRUPTER
EX I ST ' G # SMOKE DETECTOR NOTE
LROOMSQ ET FROVIDE SMOKE DETECTORS
� ACW BE
"I'RCH 1AND s r BEDROOMS PER SECTION 30.%13 r 31{71:S.Id
200 CISC. SD IN OXISTWx BEOR(7OM$ MAY
ISE BATTERY FOWERED,
HOSE 819ft TO HAVE A NON -REMOVABLE
MACK-FLOW PREVENTER Ota WITW A LISTED
ATMOSI VACUal BREAKEIZ
C Y P R E S S
,,AREA ANALISYS
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2X& PLUMBING WALL / FAT WALL
RECESSED,1
�ILET. I* GAL PER FLUSH
SEE OU)NER SPECS
, ENCLOSURE
DOORS 4 PANELS MUST BE LABELED CATEGORY It
10
LINE OF SOFFIT ABOVE
NET AREA OF SHOWER 914ALL BE NO LESS THAN
It
40 K STU NATURAL GAS WALL HEATER.
1024 60. IN. OF FLOOR AREA. 4 ENCOMIOASSA
PROVIDE GAS FUEL
0 DIA. CIRCLE.
WALL COVERING ,.WATER
EXTENDPROOF BACKIWGTO - TO WALLS
10" ABOVE DRAIN. MATERIALS OTHER
13
HEATERMIN. ✓
RELOCATED 50 GAL N.G. WATER
STRUCTURAL ELEMENTS -044ALL BE
PLYWOOD PLATFORM. PROVIDE SEISMIC STRAPS
MOISTURE RESISTANT
AND NON-RIOGID CONNECTIONS. ENCLOSURE W1
5
LAVATORY SINK. SEE OWSIER SPECS
2068 SC OR W1 12" 80. G-1. SCREENED LOUVERED
VENTS WITHIN 12" TOP 4 SOT. VENT TRHU ROOF:
SHELF 4 POLE
14
RELOCATE DOOR. FRAME AND FINISH OPENING.
ATTICTHAN
8
PROVIDE R-13 INSULATION AT ALL EXTERIOR
15
RELOCATED WASHER 4 DRYER SPACE W/ RECESSE
140T 4 COLO WATER WOOK-UPS VENT TO OUTSIDE W1
WALL$ PER TITLE 24
4"0 METAL DUCT (14 FT LONG W/ 2- W' ELBOWS MA
CABINET.OWNERPER
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DATE: FEe-0
JOB NO: 4L,
SHEET NUMBER:
Al
PWROPID EXISM
'N V —05W6'T--N SOUTH
hwh.-
0
EXIST '6 PROP'D
CONST"N 5NST'N EAST
0 ELEVATION NOTES
IWEEP SCREED PER r4
KF WD. SIDING EXTERIOR TO MAT
EXISTING
3 2X FASCIA RO. SO.
TO MATC14 (E)
4 ASPHALT SHINGLE
0/ 300 FELT UNDERLAYMENT.
5 IX WOOD TRIM TO MATCH (E) TYP.
& WOOD LOUVERED ATTIC VENT TO MATCI-Z
EXISTING
I CONCRETE LANDING
SCREENED FOUNDATION VENT
ATTIC VENTILATION
ATTIC AREA- 4SS 50 FT
450 SO. IN. PROVIDED IN ATTIC
VENTS (VERIFY)
50% OF THE RECUIRED IT'S
PROVIDED B FT MIN. ABOVE
PLATE LINE
2
gg
I CAP SWiW-xLES
2 412 MIN. PICTH-
COMPOSITION SHINGLES OVER I LAYER
TYPE Iro FELT,
212 fcic 1014em-
selgr- ALA -690&eo-
014 Eli 9 1:041ERS
RIDGE Y-l'-O"
I
BLK*G W/ (3) - 2" DIA 14OLES
UJ/ G.I. SCREEN BACKG W14ERE OCCURS.
KEEP INSULATION CLEAR I" MIN.
2
412 MK PICTW-
COMPOSITION SHINGLES OVER I LAYER
TYPE 15 FELT.
2 i2 TC-r-�
ERS 2
R 1949ftT.
3,
2X RO.SO. FASCIA (SEF- EXT. ELEV)
30" MAX.
A.
STUCCO EXTERIOR 0/ SEE EXT. ELEV.
BLD'G PAPER
5
IX& STARTER BOARD
-SWIPLAP AT EXPOSED EAVES
6
G1 EDGE DRIP
I
INSULATION PER TITLE 24
8
STUD WALL PER PLANS
C6
43
1/2 GYP. SO.
3
<
4
EAVE
2
1. BLDG. PAPER 0/ G.l.'W* VALLEY FLASHING
W1 CRIMPED EDGE$
2. ROOFING. SEE ROOF PLAN
3. FRAK6 PER STRUCT.
2
3
VALLEY FLASHING
SI
1.
11000 SIDING 0/ BLDG. PAPER
01 G1 SCREED W/ WEEP HOLES
2
SLAB W14ERE OCCURS
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UNIMUM NOMINAL ANCHOR SOLT DIA. SHALL BE s/s- INCH
SPACED PER SWEAR SCHEDULE OR * &*-0" OC. MAX.
EMBEDED INTO CONCRETE I" MIN. W/ MIN. DISTANCE FROM
THE END OF SILL PLATES TO ME 4 2/s" t AND A MAXIMUM OF
PLATE WAS14ERS (MIN. SIZE OF 2" X 2" X 3116 ") SHALL
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FOUNDATION PLAN
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LEGEND
EXISTING FOOT'G
NEW FOOTIG
FOUNDATION NOTES
CONCRETE SLAB W1 03 REBAR
* 101, 0,C - BOTH WAYS 0/ 211 CLEA
D 0/ N DAMP
SAN6 MIL. VAPOR BARRIER
01 4" MIN. LAYER OF COMPACTED GRAVEL
OF 34" MAX SIZE. 0/ COMPACTED EARTH
2. EXISITW-s 12")<12" CONC. FTN'6
3. CONCRETE FOOTING. (12- W X 12" D W/
(2) 04 TOP 4 BOTTOM MIN.
5. 24" L. *4 REBAR DOWELL r,'w INTO EXISTING
FOOT`6 TOP i SOT W1 SIMP. SPDXY"
6. 18"X 24" G.I. SCREENDED FOUNDATION ACCESS
NOTES -
a. -VERIFY WROUNe, LOCATION W1 FLR. PLAN
b. -WOLDOU.N ANC14CIRS MUST BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
c. -SUWACE WATER WILL DRAIN AWAY FROM BUILD'G.
d. HOLO-DOM CONNECTOR BOLTS INTO WOOD
FRAMING REQUIRE APPROVED PLATE WASWEIlW AND
WOLD-DOWNS S14ALL BE TIGHTENED JUST PRIOR TO
COVERING THE WALL FRAMING.
s. ALL INTERIOR NOD
N-SEARIWx WALLS WITH O5140 T PINS.
RANSET 03348, OR EQUIVALENT. AT 36- .C,
UNLESS OTHERWISE NOTE.
t. %" DIA A. S. MAY BE REPLACED BY %" DIA
THREADED RODS W/ V14" EMBED. WIT14
CIA-6EL 1000 EPDXY SYSTEM
ER 4846. (OR EOUIVALENT
0
l AT THE
SAME SPACING. PER 232.11.4 cBC
SHEAR PANEL
112 ' C-0, C-C PLYW`0 BLKD.
W/ 10d * 6" O.C. E.N. 4 12" O.C. FN.
2X P.T.D.F. SILL CONNECTION W/
%"DIA. A.B. 0 36" O.C.
USE 5/8 " DfA. THREADED RODS
CIA-dEL 10" EPDXY OR EQUAL
(ICBO 4846) AT EXIST*G FOUNDATION.
TOP ANCHORAGE WITH A-35 * 16" O.C.
FRAMING NOTES
F44"DE ROOP RADIANT SAIMER
MR TITLE 24 AT ROM ?A4EATI4IWs
L
ROOF SHEATWIWx ZZ
COX PLYWOOD (32/16) OR OSS, UNBLOCKED
IAPWRAGM. Wl NAILING-
0 6" O.C. SUPPORTED ENDS 4 BOUNDARY
8d * 12" O.C. FIELD.
USE (S) 16d 0 TOP PLT, CHORD SPLICE W/ ST6224
(USE IXry SOLID SHEATHING OR A-C GRADE PLYWOOD
AT EAVES 4 OVERHANG)
2.
PROVIDE 4X POST AT EAC14 END OF 4XIO OR
LARGER MEMBERS, DOUBLE STUDS FOR 4X& SINGLE
STUD FOR 4X6 OR SMALLER MEMBERS
3.
WHERE DOUBLE 2x SOLE PLATES ARE USED, PROVIDE
PROGRESSIVE NAILING,
4.
ALL NAILS ARE COMMON NAILS.
5.
ALL STUDS 0 16" O.C. MAXIMUM.
6.
ALL LAG BOLTS (LB) TO BE 8" LONG INSTALLED
WITH PILOT HOLE AND WRENCH.
1.
FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED
AT ALL EDGES OF ALL PLYW'D SWEETS IN SWEAR WALL.
S.
ALL PLYWOOD PANELS SHALL BE
MANUFACTURED USING EXTERIOR GLUE.
SIMP ST6236
AT TOP PLATE
2 LAYERS OF 1511 FELT WALL BE USED AT
ALL STUCCO APPLIED OVER PLrUX=.
rlvl�
je.
SEE DETAILS Q) K, �3 FOR ALLOWED BORING
AND NOTCHING OF STUDS AND JOISTS
tEl
wore
SEE DET. (i) FOR TYP. EXTERIOR
WALL FRAMINd-i
12.
MIN. 2X6 STUDS 0 16"O.C.
AT PLUMBING WALLS.
13,
ROOF DIAPHRAGM NAILING TO BE INSPECTED
BEFORE COVERING, FACE GRAIN OF PLYWOOD
614ALL BE PERPENDICULAR TO SUPPORTS
14.
DOUBLE JOIST ARE REQUIRED UNDER PARALLEL
BEARING PARTITIONS
(E) LEGEND
< '17C H E N
CALIFORNIA FRAMING
t
SOFFIT FRAMING
SHELF
FRAMING PLAN I INTERIOR BEARING WALL
OUTER 1/3 ' MIDDLE 1/3 , OUTER 1 /3
OF SPAN OF SPAN T OF -SPAN ONLY T
AT TOP OR BOT NO NOTCHES AT TOP OR BOT
ALLOWED U.N.O.
D }
C)
22-51
OUTER 1/3 MIDDLE 1/3 OUTER 1/3 NOTCHING
OF SPAN OF SPAN I OF SP-AN 6NLY_T
AT TOP OR BOT NO NOTCHES AT TOP OR SOT
ALLOWED U.N.O.
0 0
�EKF 1 10
2X LARGEST
BORE DIA, BORING
MIN.
FRACTISONT OF JOI2X6 2X8 2XlO 2XI2 2X14
D/6 IZ.. 1 21/8" 2001 CBC
-a SECTION 2320.8.3
BORED OR NOTCHED JOIST NTS
BORED HOLES MAX 40Z OF UD
WIDTH 0 BEARING WALLS.60ST7 MAX.
to NON -BEARING WALLS.
MIN,. NOTCHES- MAX. DEPTH 257 OF STUD
WIDTH 0 BEARING WALLS, 407 MAX.
0 NON -BEARING WALLS,
STUD
FRACTION
OF STUD 2X4 2X6 2X8
NOTE- NOTCH & BORE
NOT TO OCCUR ON SAME
STUD WITHIN 36" OF
EACH OTHER.
0 .001 CBC
q,ECTION 2320.11.9- 2320.11.11
BORED OR NOTCHED STUDS NTS
ff
1- ROOF SHT'G 0/ 2X ROOF RFTR
PER PLAN OX6 STARTER BOARD
- SHIPLAP- AT EXO PSED EAVES)
3- IS)- 16d 0 RFTR. TIE
4- 2X BLK'G W/ A-35
16" O.C.. U.N.O.
5- 2X CEILING JST.
PER PLAN
6- DBL TOP PLATE PER PLAN
STUDS
OR WD. SM. PER PLAN
8- SHEAR WALL PER PLAN
WHERE OCCURS
SHEAR TRANSFER
AT EAVE
SEE SHEAR WALL SCHED.
FOR SHEAR TRANSFER 0
SHEAR WALLS
NOTE- NOTCH & BORE
NOT TO OCCUR ON SAME
STUD WITHIN 36" OF
EACH OTHER.
0 .001 CBC
q,ECTION 2320.11.9- 2320.11.11
BORED OR NOTCHED STUDS NTS
ff
1- ROOF SHT'G 0/ 2X ROOF RFTR
PER PLAN OX6 STARTER BOARD
- SHIPLAP- AT EXO PSED EAVES)
3- IS)- 16d 0 RFTR. TIE
4- 2X BLK'G W/ A-35
16" O.C.. U.N.O.
5- 2X CEILING JST.
PER PLAN
6- DBL TOP PLATE PER PLAN
STUDS
OR WD. SM. PER PLAN
8- SHEAR WALL PER PLAN
WHERE OCCURS
SHEAR TRANSFER
AT EAVE
SEE SHEAR WALL SCHED.
FOR SHEAR TRANSFER 0
SHEAR WALLS
le 40
cri
SHEAR PANEL
PER PLAN
.1
X O
cog
001,
z z z IV z
X M
SSTB
ANCHOR
5 FRM CORNR &
1 Y4"
FRM EDGE
'SIMPSON'
NO.
POST
BT
OL
CONC.
BOLT
Le
HB
Se
IMIN.
PST
SIMP.
SSTB
MAX.
LOAD
HD2A
(2) 5/8
5/8
12"
41/241/2
4X4
9 16
2775
HD5A
(2) y4
-Y4
16"
51/4
3
4X4
20
4010
HD6A
(2) %
%
24".61/8
31/2
4X6
28
5510
HD8A
(2) ya
I ?/a
24"
61/8
31/2
4X6
28
7910
HD10A
(2) 319 T
TfT6
1
31/214X6
28
L_
19990
I
HOLDOWN NTS
I. CONCRETE SLAN PER PLAN
2. CONC. FTG. PER PLAN SHT'G
24" MIN.OVERLAP PER PLAN
3. TOP AND BOT(ALT.)
REINF. PER PLAN 7
4. EXTEND SLAB REINF. 6
(*3 REBAR a 18" O.0
INTO FOOTING) OR OVERLAP
MIN. 24" AND TIE TO SLAB
REINF. IF ALT. DOWELL USED
5. COMPACTED FILL
6. 2 OR 3X P.T.D.F. SILL PLATE 0 11
PER PLAN @ A.S. PER PLAN
7, 2 OR 3X STUDS 0 16" O.C.
PER PLAN
/ - j?�l 7777777
I- ROOF SHPG 0/ 2X ROOF RFTR,
PER PLANOX6 STARTER BOARD
-SHIPLAP- AT EXPOSED EAVES) COLD JOINT
2- 2X4 FLAT LOOKOUT 0 32" O.C. OPTION AT 2-P=UR
NOTCH INTO FIRST RAFTER
3- SN. 5
4- (2)- 16d 0 EA. 2X4 LOCATION OF
5- A-35 0 2'-0" O.C. TOP REIF IF 2-POUR
OR SEE SHEAR WALL
SCHEDULE OR U.N.O.
6- 2X STUD S a 16" O.C.
SEE SHEAR WALL SCHED. 7- SHEAR WALL PER PLAN
FOR SHEAR TRANSFER 0 WHERE OCCURS
SHEAR WALLS 8- 2X BLK'G @ 48" O.C.
FIRST BAY ONLY
SHEAR TRANSFER AT
GABLE END
I- ST2115 0 48" O.C. IN
LIEU OF 2X4 TIES
2- B.N.
3- 2X RIDGE BOARD
4- PLYW*D ROOF SHEATHING PER PLAN
5- ROOF RAFTERS PER PLAN
6- 2X4 TIES 0 48" OX.
7- 3- 16d TYP.
8- CJ / TIE PER PLAN W/ 4- 16d
TO RAFTER
-Y4-"l--O" 1 7
TYP.
(2) l6d E.N.
TO 2X SILL
TYP.
EXTERIOR
--- --------
BEARING
WALL
FRAMING
III-11-011
I. 'SIMPEPDXY-TIE TO
RFS *5X8 W/5" MIN.
EMBEDMENT DEPTH
TO CONC. AT 4 V2" MI
FROM END, 12 " MIN.
FROM EDGE.SPACED P
M FOUNDATION PLAN
2. EXISTING CONC. FOOTIN
3. END RIM JST.OR BLK'G
4. 16" LONG 2X SHIM OR 31
2X BLOCK
2.
NOIES:
A. DRILL HOLES PER MANUF.SPECS.
A307 THREATED RODS W/ SIMPSON
SET EPDXY ICSO 15279
J
A.B.AT EXISTING FTN'G
0
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ti 2017 W. ALco AVE.
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MACIELALQMSN.CLAM
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JOB DESCRIPTION:
V�fj%OD 499 SO FT
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CHECKED:
DATE:
FENS-04-05
JOB NO: ---
SHEET NUMBER:
A-3