HomeMy WebLinkAboutB16-2762 041-030-0730
PROPOSED
r..int CAQtMiAlt
v1ENT SERVICES
:OR
�\NCE
ESIDENCE 4
.LING UNIT.
Poi; FIRE SPRINKLERS REQUIRED
N0. OF STORIES 2
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CPG, CEC, CFC,
Green auilding
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2nd FLOOR PLAN
a
121 0"
51 011
33'10" LCs,
NO
50,0
261 0"
16' 0" 1 51011
W. P.
6x12 HDR.
'CONC.
STOOP
tH. B.
121 0°
2x6 WALL
O-
6x12 HDR. A
®
FORAGE. 3
\2x6 WALL GFI
GFI
p
GFI
15' 0 3/4" HI, '= GFI
O
-
I I I I 1 I I I I I I I CMD
350
C
WIND - PLF
2x4 WALL w/ u 3'0" 1 3/8"
5/8" TYPE "X" d, 0 CONCRETE FLR. SOLID CORE
pump RM,
/� I t I I
ANIMAL 5 I �J.l.. �'
-
I I s� o
U
GYP. BRD. � �•
C D X
_
O
1 - SIDE
ap
-
CONCRETE FLR.
CONC, t DIRT FLR. IQ
<r
GFI
3 o
3 1/2"x 111/8" EXPOSED V LAM BM,
S' CEILING -4
S' CEILING 48" HI,
GFI
1/25.
FIELD NAILING
- T -'- - r =r - r - r -' - r
GFI
STEEL PLAT�LT
WALL
I
'-
°
CONC.
ON 2-2x
tr
WALL -
Q, gi
SIMP. H-1
SIMP, H-1
I I I 1
I I I 3 3
5/8" TYPE "X" GYP. BRD �. 31011
S' CEIL,
SPACING
1/2" -0 36"
1/2" 6 24"
O
11 I UNDER STAIRS t LANDING I I I I I
12'10" LG.
No —
HOLDOWNS , -
\ 5 1/4"x11 1/8" V -LAM HDR,-
w/
DR. w/ DBL. TRIMMERS
'I 3
6x12 HDR.
p HD, 0 6'4" Q
0
a ANIMAL STALL 3
0
a CONC, t DIRT FLR, 48" HI
O m 9' CEILING WALL O
w
� Ok
13' LG. A
NO
HOEDOWNS 2x4 WALL
GFI O
1 +48 48" HI,
GFI
1 WALL
b�
d
O
6x6 POST w/
ECCQ
3
SDS2,5
3 � _
I
6x12 HDR, A A
O HD,�64 -
' o
o� 3.0..
0
3
z
amA. ROOF TRUSS 24" 0/C
ANIMAL STALL -
0
CONC, t DIRT FLR. X' O
b b S' CEILING 48" HI.
WALL
H. B. 10
2x4 WALL GFI +48" GFI 0
GFI
FE 4 TACK
0
15'4" LCs. D
NO CONCRETE FLR, 3 0�� O
HOEDOWNS S' CEILING 4
O GFI
6, 3
SMEAR WALL SCHEDULE
SHEAR WALL
6x12 HDR. A
®
NOTES
I i I I I I I I I I I I
GFI
p
GFI
HD.664
O
SEISMIC - PLF
I I I I 1 I I I I I I I CMD
350
C
WIND - PLF
o0
IQ
3'0"
o
CONCRETE FLR.
I I s� o
U
E, F,
C D X
n
or EXT. OBS 1,2
1 - SIDE
ap
I I H14ND AIL ,�
�
8d (o"
8d 10 4"
z
ce
3 o
.�
(o) ANCHOR WASHERS t0 BE 3" SQ, x I/4" THICK
'I I 26 -1 l/16" RISERS I' UP �
GFI
1/25.
FIELD NAILING
In
48" HI.
STEEL PLAT�LT
SILL PLATE
I
'-
°
CONC.
ON 2-2x
tr
WALL -
Q, gi
SIMP. H-1
SIMP, H-1
I I I 1
I I I 3 3
5/8"f 52"
S' CEIL,
SPACING
1/2" -0 36"
1/2" 6 24"
O
n
Q3
21011
U
r
GFI15' 0 3/4" HI, 2x4 WALL w/ GFI 4
1
GFI
L
=
5/8" TYPE "X" GYP. BRD.
04
to
3'0" x 1 3/8" SOLID
L
31 6��
21 6��
CD
H, B.
2x4 WALL GFI +48"
an
c�
CORE 20 MIN. LABEL
d
GFI
_
O
E
SELF CLOSING
GFI +48" 48" HI,
0
cri
GFI
Q)
WALL
`=
GFI
12'10" LG.
No —
HOLDOWNS , -
\ 5 1/4"x11 1/8" V -LAM HDR,-
w/
DR. w/ DBL. TRIMMERS
'I 3
6x12 HDR.
p HD, 0 6'4" Q
0
a ANIMAL STALL 3
0
a CONC, t DIRT FLR, 48" HI
O m 9' CEILING WALL O
w
� Ok
13' LG. A
NO
HOEDOWNS 2x4 WALL
GFI O
1 +48 48" HI,
GFI
1 WALL
b�
d
O
6x6 POST w/
ECCQ
3
SDS2,5
3 � _
I
6x12 HDR, A A
O HD,�64 -
' o
o� 3.0..
0
3
z
amA. ROOF TRUSS 24" 0/C
ANIMAL STALL -
0
CONC, t DIRT FLR. X' O
b b S' CEILING 48" HI.
WALL
H. B. 10
2x4 WALL GFI +48" GFI 0
GFI
FE 4 TACK
0
15'4" LCs. D
NO CONCRETE FLR, 3 0�� O
HOEDOWNS S' CEILING 4
O GFI
6, 3
SMEAR WALL SCHEDULE
SHEAR WALL
®
®
NOTES
SLOPE FLOOR
1) OVER DOUGLAS FIR STUDS 6 16" 0/C .
GFI
ctl
v
SEISMIC - PLF
260
350
2) ALL PANEL EDGES BLOCKED w/ 2x FRAMING . U,O,N,
3) VERTICAL FRAMING FOR EDGE NAILING 9 ABUTTING
WIND - PLF
335
485
o
CONCRETE FLR.
� f
PANELS TO BE 44 POST or 2-2x STUDS w/ 2-ROUJS l(od
SINKERS 6 12" 0/C FULL HEIGHT .
3/8" PLYWOOD
C D X
C D X
or EXT. OBS 1,2
1 - SIDE
1 - SIDE
4) IF NAIL GUN IS USED , NAILS t0 HAVE A FULL HEAD ,
5) TO BE INSTALLED 19 EACH END OF EACH TRUSS.
EDGE NAILING 4
8d (o"
8d 10 4"
W. P,
_
.�
(o) ANCHOR WASHERS t0 BE 3" SQ, x I/4" THICK
4
GFI
110" LG,
FIELD NAILING
Sd 12"
Sd 6 12"
STEEL PLAT�LT
SILL PLATE
1 1/2"
11/2"
THICKNESS
ON 2-2x
TRUSS TO PLATE 5
SIMP. H-1
SIMP, H-1
ANCHOR BOLT 6
5/8"f 52"
5/8" 6 36"
SPACING
1/2" -0 36"
1/2" 6 24"
50,0"
IN
1"x 20" EXPOSED VERSA LAM BM,
CONCRETE FLR,
15' CEIL. w/
5/8" TYPE "X"
GYP. BRD.
WALLS TO HAVE
1/2" GYP, BRD,
1"x 20" EXPOSED VERSA LAM BM.
100 AMP,
El EC. SUB
PANEL
3'0" 1
2x4
WALL
mo
M
GFI
�4 -
N
6' 011
6x6 POST w/
ECCQ 1.1-6
SDS2.5
i
0 3'o" HUNTING 4 F15HING
X CARPET
9' CEILING GFI 2x4 WALL
GFI GFI
x ROOF TRUSS g 24" 0/C
N
w
2x6 WALL
n
a
SLOPE FLOOR
24 WALL
GFI
ctl
v
QQ
z
QUAD RM.
2x6 WALL
3 3'0"
>3
> o
o
CONCRETE FLR.
� f
x
9 CEIL.
T 0 ,
O
Q1
-x 0
2x6 WALL
to in
a
O
GFI
(ox(o POST w/
ECCQ 1.1-6
SDS2.5
'` - J'
1 X I
GFI
2x4 WALL
GFI
TOOL RM,
CONCRETE FLR,
S' CEILING
ELDOWNS
4" LG.
W. P,
GFI
220
DISC,
C.U.
a
2x6 WALL
a
O
24 WALL
GFI
ctl
v
GFIGFI
L
12'x 14' OPENING
2x6 WALL
3 3'0"
`a
dtl5
1/4"x 111/8" VERSA LAM HDR,
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n
Q1
2 - 6'x 14' BARN DOORS
$
B
6x12 HDR.
Q)
w
O >
W. P,
_
.�
8' LG.
GFI
110" LG,
- co
8' LG.
HDU4
HDU4
ao
HDU4
ON 2-2x
ON 2-2x
ON 2-2x
X
121 0"
i,
26' 011
4
50,0"
n
(ox(o POST w/
ECCQ 1.1-6
SDS2.5
'` - J'
1 X I
GFI
2x4 WALL
GFI
TOOL RM,
CONCRETE FLR,
S' CEILING
ELDOWNS
4" LG.
W. P,
GFI
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DISC,
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GFI CONCRETE FLR,I
IL i0 H7�VE 5/8" TYPE "X" GYP
3'0" a . RD. UNDER EXT, PLASTER
X
H. B.
51/4"x 111/8" VERSA LAM HDR,
8'x 8' OPENING
1st FLOOR PLAN 6Q* FT, cans.
1/4
ll _ 11 OII
W, P.
GFI
CONC.
STOOP
121 0"
R-3 DUELLING = 18 1 SQ, FT.
ACCE55ARY-1IU" — = 2613 5Q, FT,
COVERED PORCH = 90 5Q, FT.
TOTAL = 4Uo0 5Q, FT.
PERMIT
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
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2x4 OR 2x6 2x6 1611 0/C
16" 0/C w
} 4" CONC, SLAB } 4" CONC, SLAB
p
7 df 00
(o 411 BASE
dJ N cv
O #4 TOP 4 BOTTOM
"
1 -STORY 12 0 0 12
2-6TORY 15
FOOTING
FOOTING
2x4 A2x6 P. T. D. F. SILL
OR 2x6
w/ 1/2" DIA, x 12" A. B.
16 0/C SNOT PIN 3" 50, x 1/4" 6'0" 0/C - U. 0. N.
4" CONC, SLAB WASHER 4" CONC, SLAB
cz df
O D
411 BASE 411 BASE
CZ cep cv _
"4 TOP 4 BOTTOM " #4 TOP 4 BOTTOM
0 0 1211 1 -STORY o 0 121' I -STORY
II
C, 15 2-5TORY A -1-15 2-5TORY
FOOTING ff2 FOOTING jT
2x6 tv 1611 0/C SHEAR WALL
E.N.
FLOOR TRUSS 2x CONT, SHAPED
2x4 SOLID BLKG. E -N" TO FIT w/ 2 - 16d 6 6" 0/C
16d Is 8" 0/C INTO TOP PLATE 4 BOTT,
CORD OF FLOOR TRUSS
1/2" PLYWD. w/ TECH SHIELD
RADIANT BEARIER t
13/4" x 1/2" CROWN
STAPLES 6 6" / 12" 0/C
UNBLOCKED
PLYWOOD 5A, #I " SHOWER
SHEAR PANEL T—
5 2x6 g
16" 0/C
Ll j
1 ,
1
1/2" PLYWD. w/ TECH SHIELD 12 -
RADIANT BEARIER d 6� 2x6 16" 0/C
13/4" x 1/2" CROWN
STAPLES 9 6" / 12" 0/C
UNBLOCKED TRUSS 0 24" 0/C\1
2x6 LEDGER w/ 2 - 6DS25312
SCREWS TO THE CENTER
OF EA, 2x6 STUD s 16" 0/C
ANIMAL 5TA1_L
2x6 iv 16" 0/C
4" CONC. SLAB
.DIRT FLOOR
C
6x12 HDR.
2X8 CAP
-2x6 f 16" 0/C
�r-
TRUSS a 24" 0/C
MASTER
2x4 0 16" 0/C
/3/4" T* PLYWOOD
11 l/8" FLOOR TRUSS a 16" 0/C
" CONC. SLAB
2x6 6 1611 0/C
TRUSS f 16" 0/C --_"�
SHEAR 1)TL*
PLYWOOD
SHEAR PANEL
2x6 9 16" 0/C 5
-�� 12
�6
2x6 6 16" 0/C
TRUSS A 24" 0/C
2x6 LEDGER w/ 2 - SD625312
6x12 HDR. SCREWS TO THE CENTER
OF EA, 24 STUD o 16" 0/C
TOOL RM.
2x6 g 16" 0/C
SECTION 4
..4.,roil
O
1/2" IGNITION
RESISTANT
EAVE - TYP.
0
mer
O
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50' 0"
12' 0" 26' 0"
1
Z -STORY
3
0 0 0
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r— — — — — — — — —- - ----- — — — —— — — — — —— ---- --------1—r-- ---�----------------,
�
' I 1 -STORY 2 1-5TORY I I 1
I
1 i 41 011 12 011 ' i i 2 -STORY
1 ' DIRT
2 I
1; FLOOR M I I 3 I
I
SI oll 161 oii .4 SI oil; 1 -STORY
I '
1 I
I' — — — — — — — — — — — — — — — — — — — _
j_ I , I
I , I
I _
2
I ;.n csJ I 1 3u I
o 4" CONC, SLAB w/ =VID
#3 6 24" 0/C E. W.
1-5TORY -1-- L---„_,40” SQ, x 1811 w/
' 3611 SQ, x 18" w! S -4 EA, WAY
1--- -,-; 4 - #4 EA. WAY _ I
1 1 I
' 2 -STORY 1 I I
I 1
3 '
L _ J
o ' I DIRTi--------------_
FLOOR 2 -STORY
1 ' ' TYP. I I
I I 3 �--- --� I
0 611 11611 81611 116ii o
I
0 1 0 28" SQ, x 18" -
MID 1 5 - #4 EA. WAY 12' 0" '
' I 4 II CONC. 6LA5
I '
UJ/ #3 6 24" 0/G E, W, _ i DIRECTION OF SLOPE
m I I GARAGE FLOOR SLOPED
TO FACILITATE MOVEMENT
OF LIQUID TO DRAIN OUT
' 1 ' 311 GARAGE DOOR AS PER
I-6TORY311 , 2013 CRC R30S.1
I 4811 SQ, X 18" W/ ---L- ---
' 3 1 3 TYP. --- --1- 40" SQ x 18" w/ 8 - #4 EA, WAY 1 I 5 - #4 EA, WAY 1 ,
I
1 --- --T- 1 ( 1 1
o i 1 DIRT ' I
I FLOOR
1 , I r — — — — — — — — — — — — — — — — ,
I �
I i 2-5TORY
' 1- STORY i 2 1 1-5TORY
3 i 1 -STORY 1 I
'
3
I
' - I #3 - 4'011 LONG IN SLAB ' ' - - - ------- - - - - -
J
r _ _ _ _ _ - - - - - - - - - _ I i #3 - 4'0" LONG IN SLAB CENTER ON CORNER 1
i TYP. OF 2 i
2-STOI /`tl' 1i0 C 5LA5 W/
' 1 -STORY i 1 RY
1 1 ; #3 6 24" 0/G E. W,
' ' I
3 2 -STORY 3
I , , 1 1 -STORY
I, L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ - - _ _ _ — _ _ _ _ _ _ _ _
L_ _ _ _ _ _ _ _ _ _ _ _ _ _ J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J
I
sSTB20 I 55TB2055T520
I' oil 81 oil 31 oil
12'011 26'0" 1210ii
50' 011
OUNDATION NOTES
1, THIS FOUNDATION Is A "DOUBLE POUR" SYSTEM .
2. ALL EXTERIOR SLABS TO HAVE 2% MIN, SLOPE
AWAY FROM STRUCTURE , AND "3 BARS 6 2411 0/C
EACH WAY.
3, CONCRETE SUB -CONTRACTOR TO VERIFY ALL
DIMENSIONS BETWEEN FOUNDATION PLAN 4 FLOOR
PLAN PRIOR TO POURING CONCRETE.
4, SUB GRADE TO BE SATURATED w/ WATER TO A
DEPTH OF 12" TO 1811 PRIOR TO POURING CONCRETE.
5, SLABS TO HAVE TOOLED JOINTS OR CRACK
CONTROL STRIPS,
6, PROVIDE 6 MIL. VAPOR BARRIER UNDER SLAB w/
JOINTS LAPPED 6" MIN, 4 COVER w/ 2" MIN, OF SAND,
50'x 10' GONG. STOOP
FOUNIDA
1/4"=110"
TION PLAN.
61x 12'
CONC.
STOOP O co
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3 M
rOUNTY DEVELOPMENT SERVICES
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JOB NAME
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-------------
GENERAL NOTE5
1 3/4" x 1/2" CROWN
STAPLE G 311 0/C
'
L
U ALL HEADERS TO BE 412 g 2x4 WALLS 4 64
20) BATH "1 EXHAUST FANS t0 BE "ENERGY
35) SMOKE ALARMS TO BE DIRECT WIRED TO BLDG,
TRUSS G 24" OIC--'7MATERIAL
D. F. 01 g 2x(o WALLS. - U, 0, N.
STAR" COMPLIANT 4 TO BE DUCTED TO BE
w/ BATTERY BACKUP t INTERCONNECTED TO
I
5" DIA, FLEX DUCT -10' MAX, LENGTH AND
ALL OTHER ALARMS , AS PER CRC R314 ,
6 24" 0/C
2) CONTRACTOR TO FOLLOW ALL OF 2013 CALGreen
TERMINATE OUTSIDE THE BUILDING t
I
PLATE LINE
RESIDENTIAL MANDATORY MEASURES .
A HUMIDITY CONTROL
BE CONTROLLED N ROL
36) CARBON MONOXIDE ALARMS TO BE DIRECT
6
CHAPTER 4 ,
S BETWEEN A RELATIVE
CAPABLE OF ADJUSTMENT
WIRED TO BLDG, w/ BATTERY BACKUP 4
-
3) FIXTURES, LAMPS HOLDERS 4 OUTLETS TO BE
HUMIDITY RANGE OF 50% TO 80%,
INTERCONNECTED TO ALL OTHER C. M. ALARMS,
AS PER CRC R315
SECURELY SUPPORTED, A FIXTURE WEIGHING
AS PER 2013 CGBS 4.50(o.
,
2x6 6 1611 0/C2x6
MORE THAN (6) POUNDS OR EXCEEDS 16" IN
21) MAX. FLOW RATES FOR PLUMBING FIXTURES :
31) GFCI REQD. FOR ALL 12 -VOLT RECEPTACLES.
ANY DIMENSION SHALL NOT BE SUPPORTED
BY THE SCREW SHELL OF A LAMP HOLDER.
TOILETS =1.28 GPF , SHWR, HEADS : 2,0 GPM
38) PLUMBING FIXTURES WILL COMPLY w/ CA.
qt
OUTLET BOXES SHALL NOT BE USED AS THE
.,
LAUNDRY FAUCETS : 15 GPM t
SENATE BILL 401, FOR THE INSTALLATION
SOLE SUPPORT FOR CEILING (PADDLE) FANS.
SINK FAUCETS : 1.8 GPM ,
OF WATER CONSERVING FIXTURES.
a<
11-
22) ALL EXTERIOR OUTDOOR LIGHTS SHALL BE
39) THE BUILDER SHALL INSTALL A NORMAL I" INSIDE
SOLAR 1'
4) BATH RM, TO BE SERVED BY A SEPARATE
HIGH EFFICACY LUMINARIES or LOW EFFICACY
DIAMETER, LISTED RACEWAY TO ACCOMIDATE A
20 AMP. BRANCH CIRCUIT. THIS CIRCUIT TO
(INCANDESENT) LUMINARIES CONTROLLED BY A
DEDICATED 208/240 VOLT BRANCH CIRCUIT.
PANEL
SERVE NO OTHER OUTLETS,
MANUAL-ON/OFF SWITCH w/ A PHOTOCELL t
THE RACEWAY SHALL ORIGINATE IN THE MAIN
ARRAY;
5) BATH "2 EXHAUST FAN TO DOUBLE AS THE
MOTION SENSOR,
OR SUB -PANEL, t WILL TERMINATE INTO A LISTED
"WHOLE - BLDG. EXHAUST FAN" t TO BE 15 din
23) DRYER VENT DUCT TO BE A MIN, 4" DIA, TO
RIC
BOX THE PURPOSED SITE OF ALL
VEHICLE CHARGER. THIS AND ALL ADDITIONAL
DDI ION
-711
.
Lu/ 6" DIA. SMOOTH DUCT - 145' MAX. LENGTH ,
THE OUTSIDE t EQUIPPED w/ A BACK DRAFT
SPECS. OF THE CA. GREEN BLDG. STANDARDS
CoY
r A
FAN TO BE RATED g I - SONE . FAN SWITCH
BE LABELED , "WHOLE BUILDING VENTILATION
DAMPER .
SECTION 4.106.4 SHALL BE MET.
FAN SHOULD OPERATE WHENEVER THE HOME
24) PROVIDE SEPARATE GROUND WIRE TO ALL
40) THE GROUND IMMEDIATELY ADLACENT TO THE
Jo. 12
IS OCCUPIED".
PANELS FROM MAIN SERVICE ENTRANCE PANEL.
FOUNDATION SHALL BE SLOPED AWAY FROM
pe
ICACY
AS PER 2013 CEC ART, 250-32,
THE BLDG. is A SLOPE OF NOT LESS THAN 6"
6 ALL LIGHTING TO BE 100 HIGH
LIGHTING IN LA OBE RM. ROOMS,
25) ALL EXTERIOR RECPTACLES MUST BE WATER
WITHIN THE FIRST 10'0" (5% SLOPE). AS PER
,UTILITY -.
t GARAGE TO BE CONTROLLED BY VACANCY
PROOF/ GFCI PROTECTED. AS PER 2013 CEC
2013 CRC SECTION 8401.3 .
SENSORS.
ART. 210.52 (E) (U 4 210.8 ,
41) LIGHT FIXTURES IN TUB or SHOWER ENCLOSURES
F11be!ee!e
1) FIRE SPRINKLER PLANS ARE A DEFERRED
2(o) AFCI PROTECTION IS REQD, THROUGHOUT THE
TO BE LABELED, "SUITABLE FOR DAMP
LOCATION". AS PER 2013 CEC ART.
t- iu
V
SUBMITTAL, TO BE SUMITTED PRIOR TO ROUGH
DWELLING AS PER 2013 CEC ART. 210.12 (A) ,
(A) 4 (D),
I
FRAMING INSPECTION,
ALL 120V SINGLE PHASE, 15 t 20AMP, BRANCH
�41010
n....
1 0- v
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CIRCUITS SUPPLYING OUTLETS TO BE
t42) ALL STAIR HANDRAILS 70 BE INSTALLED g
8) PROVIDE ON JOB SITE ADDRESS NUMBERS
PROTECTED BY A LISTED ARC -FAULT
1i,,34"- 38" HI. ABOVE THE TREAD NOSING w/ 11/2"
11
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PLAINLY VISIBLE t LEGIBLE FROM THE PUBLIC
INTERRUPTER , COMBINATION TYPE INSTALLED
CLEAR BETWEEN HANDRAIL 4 WALL, 4 BE A ">
STREET , NUMBERS TO CONTRAST w/ THEIR
TO PROVIDE PROTECTION TO THE BRANCH
I 1
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TYPE I or 2 GRIP, AS PER 2013 CRC R311.18.
11
BACKGROUND 4 TO BE A MIN. OF 4 HIGH w/
A MIN, STROKE WIDTH Of I/2
CIRCUIT . INCLUDING LIGHTS , RECEPTACLES ,
43) EXTERIOR WINDOWS TO BE DUAL PANE w/ ONE
4 SMOKE DETECTORS ,
PANE TO BE TEMPERED AS PER 2013 CRC
I
9) ALL EXTERIOR OPENINGS , INTERSECTIONS
21) ALL 125V SINGLE PHASE, 15 4 20AMP.
SECTION R321,8
rsQ)
4 ATTACHMENTS AS LISTED IN CRC R103.8
RECEPTACLES SHALL BE LISTED AS TAMPER
(44) ALE"EXTERIOR DOORS TO BE 20 MIN. LABEL AS
TO BE HAVE CORROSION - RESISTANT
RESISTANT RECEPTICALES AS PER 2013 CEC
I PER 2013 CRC SECTION R321.8.1 .
FLASHING .
ART. 406.12 .
BRD,
•,
45) PORCH CEILING 70 COMPLY w/ 2013 CRC
10) ALL EXHAUST FANS (INCLUDING RANGE HOOD)
28) PROVIDE A MIN. OF (l) 20AMP. RECEPTACLE
SECTION 8321.
z
TO HAVE A BACK DRAFT DAMPER.
IN LAUNDRY AREA , AS PER CEC 210.52 F ,
Dl
46) WOOD STOVE TO COMPLY w/ U. S. EPA PHASE 2
(o 12
11) PROVIDE R-23 INSULATION FOR EXTERIOR
29) PROVIDE A MIN. OF (2) 20AMP, SMALL
EMISSION LIMITS t APPLICABLE LOCAL ORDINANCES.
WALLS. AND R-49 IN THE ATTIC.
APPLIANCE BRANCH CIRCUITS EVENLY
41) WATER HEATER DISCHARGE FROM A RELIEF VALVE
---
12) DRILLING 4 NOTCHING STUDS TO BE IN
PROPORTIONED IN THE KITCHEN, PANTRY,
DINING or SIMILAR AREAS TO SERVE ALL WALL-
INTO THE WATER HEATER PAN IS PROHIBITED.
-., .,
1
ACCORDANCE w/ CRC 8602.6.
t FLOOR RECEPTACLES, SUCH CIRCUITS SHALL
Fd --1 _. i
J48) WATER NEATER PRESSURE RELIEF VALVE Td .
1 1
13) DOUBLE TOP PLATES t0 HAVE A MIN. LAP
HAVE NO OTHER OUTLETS PER 2013 CEC
TERMINATE TO THE EXTERIOR BETWEEN 6" t 24" ...._-,
OF 24" NAIL w/ 8 - 16d ON EA, SIDE OF JOINT
ART. 210. .
ABOVE GRADE 4 POINTING DOWN AS PER 2013 CPC
,
U. 0. N, . LAP PLATES g INTERSECTIONS 4
30) BONA ALL METAL GAS t WATER PIPES
SECTION 608.5,52(5)
CORNERS.
TO GROUND . ALL GROUND CLAMPS TO
9) THEELECTRIC WJIR GIN THE IIvESTOCK 6t4LL5 Te,
-------------
j
BE AN APPROVED TYPE 4 ACCESSIBLE .
BE MC CABLE WIRING AS PER 2013 CEC ART. 54TA)
14J PROVIDE FIRE BLOCKING AS PER CRC 8302.11.
t 541.5 (A - G). THE WIRING METHODS OF ARTICLE 502,
31) PROVIDE EROSION CONTROL 4 STORM
�. PART 2 WILL BE ALLOWED FOR AREAS DESCRIBED IN
15) ANNULAR SPACES AROUND PIPES, CABLES ,
WATER POLLUTION PREVENTION MEASURES
541.1 64),
CONDUITS , or OTHER OPENINGS IN PLATES g
EXT. WALLS TO BE PROTECTED FROM RODENT
DURING CONSTRUCTION .
50) THE ELECTRICAL GROUNDING SYSTEM TO COMPLY
PASSAGE BY CLOSING OPENINGS AS PER
32) WATER HEATER TO HAVE :
w/ CEC ART. 541.2 , EQUIPOTENTIAL PLANE.
CGBS SECTION 4.406 .
A) 2 - SEISMIC STRAPS. ONE STRAP g UPPER
51) SWITCHES, RELAYS, RECEPTACLES, CIRCUIT BREAKERS,
1(o) MATERIAL FOR EXTERIOR WILDFIRE EXPOSURE :
1/3 4 2nd STRAP TO BE g LOWER 1/3 NO
CONTROLLERS t FUSES TO HAVE ENCLOSURES AS PER
AS PER 2013 CRC SECT, R321,
CLOSER THEN 4" OF CONTROLS.
5415 (C). 2013 CEC ART. 541.6,
A) EXT, WINDOWS -TESTED TO MEET PERFORMANCE
B) A CATEGORY 3 or 4 VENT, or a "B" VENT
P52) LUMINAIRES'TO COh1F'LY w%Oi3`�laAR7. 541.8
REQUIREMENTS of SFM STANDARD 12 -1A - 2 .
w/ STRAIGHT PIPE BETWEEN THE OUTSIDE
(A) THRU (C).
B) EXT. SIDING - HARDY BIRD.
TERMINATION t THE SPACE WHERE THE
CQ)`MINIMIZE THE ENTRANCE 'OF DUST,LUMINAIRES ,_-
D) EXT, DOORS -TESTED TO MEET PERFORMANCE
WATER HEATER IS INSTALLED AS PER CPC
SECTION 509.6.2.E
`SHALL BE INSTALLED TO MINIMIZE THE ENTRANCE wM
F DUST, FOREIGN MATTER, MOISTURE 4 CORROSIVE
REQUIREMENTS of SFM STANDARD 12 -1A - I .
C) A CONDENSATE DRAIN THAT IS NO MORE
MATERIAL:
E) UNDER EAVE-1/2" IGNITION -RESISTANT MATERIAL
THAN 2" HIGHER THAN THE BASE OF THE
c5) EXP05ED'TO'PHYStCAL'DAMZ5.'I1MIRaIR56
SHTG, ON TOP OF TRUSS TAILS ONLY .
INSTALLED WATER HEATER. AND ALLOWS
EXPOSED TO PHYSICAL DAMAGE SHALL BE
NATURAL DRAINING w/OUT PUMP ASSISTANCE,
PROTECTED BY A SUITABLE GUARD.
Il) AT THE TIME OF FINAL INSPECTION , AN
p) A GAS SUPPLY LINE w/ A CAPACITY OF g
t1'EXPOSED TO 'WATER: LUMINAIRES EXPOSED TO'
OPERATION 4 MAINTENANCE MANUAL,
ACCEPTABLE TO THE ENFORCING AGENCY ,
LEAST 200,000 BTU / HR,
` WATER FROM CONDENSATION, BUILDING CLEANSIf -
(WATER SOLUTION SHALL BE LISTED AS SUITABLE
TO BE PROVIDED t0 THE OWNER PER
33) ALL HOSE BIBBS (EXCEPT CLOTHES WASHER
or
FOR USE IN WET LOCATIONS,
CG55 4,410 .
CONNECTION) TO HAVE ANTI -SIPHON DEVICE .
53) KITCHEN LIGHTING TO COMPLY w/ 2013 CEC SECTION
18) ADHESIVES , SEALANTS , CAULKS , PAINT
34) LAUNDRY RM, OUTLETS TO BE SERVED BY g
150 (k) 3,
STAINS , AEROSOL PAINTS , CARPET 4
LEAST lU 20AMP. BRANCH CIRCUIT, THIS
54) ALL RECESSED LIGHTS TO BE AT/IC RATED t COMPLY
RESILIENT FLOORING TO COMPLY wl VOC
CIRCUIT TO SERVE NO OTHER OUTLETS.
w/ 2013 CEC SECTION 150 (k) 8.
t OTHER TOXIC COMPOUNDS LIMITS PER
CGBS 4.504 ,
19) MOISTURE CONTENT OF BLDG, MATERIALS
USED IN WALLS 4 FLOOR FRAMING IS NOT
TO BE ENCLOSED IF THE FRAMING MEMBERS
EXCEED 1990 MOISTURE CONTENT AS READ.
12
BY CGBS 4,505 .
612
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\111/a" FLOOR TRUSS 16" o/c (UPPER PORTION 15 310" MIN, ABOVE THE EAVE VENT5J
12 2nd FLOOR ATTIC
2x6 g 16" o/c 10 1/2" IGNITION ATTIC -- 1560 SQ, FT, 0 300 -- 5.20 SQ. FT, -02-1 -- 1.43 SQ, FT,
TRESISTANT TOTAL 2nd FLOOR REQUIRED VENTING
RUSS 0 24�� 0/C .
EAVE -TYP.
2 GABLE VENTS PROVIDED -- 3.10 SQ, FT.
BARN 5 I/4"x II 1/811 2x6 LEDGER w/ 2 - _ PROVIDE 14 - 3.5"x 14" EAVE VENTS - 4.16 SQ, FT,
V -LAM HDR. SD525312 5 I/4"x 111/8" „��* SPACED EQUALLY ALONG 2nd FLOOR EAYE,
SCREWS TO THE CENTER V -LAM HDR.
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let FLOOR ATTIC
QUAD RM. � ATTIC = 1440 SQ, FT, 0 300 -- 4.80 SQ. FT, o "1 = 6.86 SQ. FT.
o TOTAL 1st FLOOR REQUIRED VENTING .
PROVIDE 8 - 3.5"x 20" DORMER VENTS = 3.92 SQ, FT,
PROVIDE 14 - 1511x 14" EAVE VENTS -- 4.16 SQ, FT,
SPACED EQUALLY AROUND 1st FLOOR EAYE,
4 CONC, SLAB
- ATTIC VENT NOTES
6ECTION S
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1. EAVE VENTS TO BE 11VALCAN11 or TESTED EQUIVALENT,
2, PROVIDE 1" AIR SPACE BETWEEN INSULATION 4 ROOF SHTG,
AS PER CRC 1203.2 .
3. GABLE VENTS TO BE FULLY COVERED w/ METAL WIRE MESH
w/ MIN. OF 111611 4 NOT TO EXCEED 1/811 OPENINGS.
14"x 16"
1/8"=110"
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1, ROOF PLYWOOD TO BE 1/211 CDX w/ TECH SHIELD 5, TECH SHIELD RADIANT BARRIER or EQULL TO BE
RADIANT BARRIER or EQ. 4 13/4" x 1/2" CROWN INSTALLED ON ALL VERTICAL SURFACES IN THE
STAPLES 6 611 / 12" 0/C . STAPLE CROWNS TO BE ATTICS,
IN LINE w/ FRAMING MEMBERS .
2. PROVIDE H1 CLIP 6 EACH END OF ALL TRUSSES. PE ,?A1
P"
!TTE COUNTY DEVELOPMENT SERVICES
3, FASTENERS FOR ROOF COVERING TO BE _REVIEWED FOR
CORROSION RESISTANT • CRC 1501. ,ODE COMPLIANCE
4, ROOF GUTTERS TO HAVE THE MEANS TO PREVENT DATE- " � BY 01V-'
THE ACCUMULATION OF LEAVES 4 DEBRIS AS PER
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RADIANT BARRIER or EQ. 4 13/4" x 1/2" CROWN INSTALLED ON ALL VERTICAL SURFACES IN THE
STAPLES 6 611 / 12" 0/C . STAPLE CROWNS TO BE ATTICS,
IN LINE w/ FRAMING MEMBERS .
2. PROVIDE H1 CLIP 6 EACH END OF ALL TRUSSES. PE ,?A1
P"
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3, FASTENERS FOR ROOF COVERING TO BE _REVIEWED FOR
CORROSION RESISTANT • CRC 1501. ,ODE COMPLIANCE
4, ROOF GUTTERS TO HAVE THE MEANS TO PREVENT DATE- " � BY 01V-'
THE ACCUMULATION OF LEAVES 4 DEBRIS AS PER
2013 CRC SECTION R321.5.4 .
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