HomeMy WebLinkAboutB16-2087 000-000-000O ENERAL NOTES
G -I
MISCELLANEOUS
I. PROVIDE 4" HIGH x �" WIDE STREET ADDRESS NUMBERS
OF CONTRASTING COLOR, VISIBLE FROM STREETS.
2. FIRE SPRINKLER SYSTEM 15 REOUIRED PER ORO 8313.3
OR NFPA 13D. FIRE SPRINKLER PLANS SHALL BE
SUBMITTED UNDER SEPARATE COVER; SUCH PLANS MUST
BE APPROVED, PERMIT ISSUED, AND HAVE INSPECTION BY
THE FIRE MARSHALL PRIOR TO BUILDING CLOSING IN.
3. GARAGE MAN DOOR TO BE SOLID GORE 1-3/8" THICK OR
20 MIN. FIRE RATED DR. w/ SELF CLOSING DEVICE PER
ORO 8302.5.1.
4. ALL DOORS w/ GLAZING TO BE TEMPERED GLAZING.
CONCRETE
I. CONCRETE TO BE 5 SACK MIX, 2500 P51 ® 28 DAYS
2. REINFORCING STEEL TO BE INTERMEDIATE GRADE
DEFORMED BAR5-TYPE N OR 40.
ROUGH CARPENTRY
I. INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH
HARDWARE AND FIRE STOPPING TO GUT OFF CONGEALED
DRAFT CPF-NIN65 AS REQUIRED BY GODE5.
2. STRUCTURAL FRAMING SHALL BE DOUGLAS FIR TO THE
GRADES INDICATED OR BETTER (WWPA GRADING RULES)
UNLESS NOTED OTHERWISE.
CONGEALED 4x BEAMS 8 POSTS ......................... NO. 2
EXPOSED 4x BEAMS S POSTS...............................NO. I
bxBMS 8 POSTS.........................................................NO. I
2x JOISTS AND RAFTERS........................................NO. 2
STUD, SILLS, PLATES...................................................NO. 2
SILLS ON CONCRETE...................................................PTHF
MISC. FRAMING NOT NOTED....................................NO. 2
3. PLYWOOD SHALL BE OF THE DESIGNATED GRADE AND
SHALL MEET THE REQUIREMENTS OF THE U.S. PRODUCT
STANDARDS PS 1-83.
4. NAILS AT PLYWOOD PANELS SHALL HAVE 9/e' EDGE
P15TANOE AND SHALL NOT PENETRATE FACE -PLY.
5. NO PIECE OF PLYWOOD ROOF, FLOOR OR WALL
SHEATHING SHALL BE LESS THAN 12" IN LEAST DIRECTION.
b. FRAMING HARDWARE SHALL BE SIMP50N STRONG -TIE OR
APPROVED EQUAL, WITH CONNECTORS AS SPECIFIED
-1. PROVIDE 50LID BEARING CONTINUOUS FROM ALL BEAMS
TO FOUNDATION.
8. PROVIDE FIRE BLOCKING IN CONGEALED SPACES
VERTICALLY AND HORIZONTALLY IN ACCORDANCE w/
2013 G.R.G. SECTION R302.II.
q. FASTENERS FOR PRESERVATIVE TREATED AND FIRE
TREATED WOOD SHALL BE OF HOT DIPPED ZING COATED
GALVANIZED STEEL, SILICON BRONZE OR COPPER. THE
COATING WEIGHTS FOR ZING COATED FASTENERS SHALL
BE IN ACCORDANCE w/ A5TMA 153. 2013 G.R.G. SECTION
R317.3.
10. EACH SIDE OF TOP PL. LAP SPLICE SHALL HAVE (8) I6d
(5? x .135" (P) MIN., TYP.
11. TYPICAL FASTENERS SHALL BE INSTALLED IN
CONFORMANCE w/ GBG TABLE 2304A.1.
12. STRUCTURAL COMPOSITE LUMBER SHALL BE VERSA -LAM
Fb3100 OR VER5A-RIM AS MFR. BY B015F CASCADE.
13. BEARING WALL HDRS. SHALL BE 4x10 #2 OR bxb D.F. #1
MIN., TYP., U.O.N.
PLUMBING
1. THE AGGREGATE AREA OF PLUMBING VENTS SHALL BE
12.57 SQ. INCHES, MIN.
2. GAS FIRED WATER HEATER TANKS SHALL BE FASTENED
TO THE ADJACENT FRAMING w/ 16 OAU6E METAL STRAP
(0516 OR EQ.) w/ MIN. 2" LONG #12 WOOD SCREWS ® 4"
ABOVE CONTROLS AND WITHIN 12" OF THE TOP OF THE
TANK.
4. SHOWER AND TUB -SHOWER COMBINATIONS SHALL BE
PROVIDED w/ INDIVIDUAL CONTROL VALVES OF THE
PRESSURE BALANCE OR THE THERMOSTATIC MIXING
VALVE TYPE.
5. INSTALL A 4" DRAIN FOR BUILDINGS PROVIDING MORE
THAN (3) WATER CLOSETS.
6. HORIZONTAL DRAINAGE PIPING SHALL BE 2% MIN. SLOPE.
1. SHOWER AND TUB/5HWR WALLS SHALL HAVE A SMOOTH,
HARD, NONABSORBENT SURFACE o/ A MOISTURE
RESISTANT UNDERLAYMENT TO A HEIGHT OF 72" ABV.
FINISH FLR. DRAIN INLET, PER GRG 8307.2
8. A NON -REMOVABLE BACKFLOW PREVENTION DEVICE
SHALL BE INSTALLED ON ALL EXTERIOR H05E BIBS.
q. THE WATER HEATER'S TYPE 'B' GAS VENT SHALL
TERMINATE NOT LESS THAN 5' IN VERTICAL HEIGHT ABOVE
THE HIGHE5T CONNECTED APPLIANCE DRAFT HOOD OR
FLUE COLLAR.
MECHANICAL
I. DRYER DUCT TO BE MIN. 4" Q TO THE OUTSIDE, EQUIPPED
WITH A BACK -DRAFT DAMPER. 4"4 DUCT LENGTH IS
LIMITED TO 14' WITH 2 ELBOW5. OTHER LENGTHS OR
SIZES AS PERMITTED OR REQUIRED BY THE
MANUFACTURE'S INSTALLATION INSTRUCTIONS MUST BE
APPROVED BY BUILDING OFFICIAL. (SUBMIT REOUEST
FOR MODIFICATIONS)
2. SINGLE-WALL METAL PIPE SHALL NOT BE USED AS A
VENT IN DWELLINGS AND RESIDENTIAL OCCUPANCIES.
GOVERNING CODES:
2013 GBG, 2013 ORO 2013 CEG, 2013 GPO, 2013 CMG,
2013 GFG, 2013 CALIF. HEALTH 8 SAFETY CODE AMENDMENTS
2013 CALIF. ENERGY CODE EFFICIENCY STANDARDS, ZONE II
2013 CALIF. ACCESSIBILITY REQUIREMENTS AMERICANS w/
DISABILITIES ACT, 2012 EDITION NFPA 101, 2013 GGBSG
OCCUPANCY GROUP: GROUP: R3 / U
ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503)
ALLOWABLE AREA: UNLIMITED
ACTUAL FLOOR AREA: 3435 S.F.
ALLOWABLE STORY/HEIGHT: (3) STORIES / 40'-0"
ACTUAL STORY/HEIGHT: (2) STORY / 35'-0"
CONSTRUCTION TYPE: TYPE VS
AUTOMATIC SPRINKLER: REQUIRED
WILDLAND URBAN FIRE
INTERFACE: REO'D, SEE WUI SHEET
SHEARWALL SCHEDULE:
SYMBOL: SHEARWALL:
Q /e" GDX PLYWD. OR OSB
A
w/ ad's ® 6", 12" O.G., I6d
SINKER SILL NAILS ® 8" O.G.
Q%" GDX PLYWD. OR 0513
4 w/ Sd'S ® 4", 12" O.G., w/
4x STUDS ® ADJ. PANEL
SPLICES, I6d SINKER SILL
NAILS ® 5Y2" O.G
Q3 s/e GDX PLYWD. OR OSB
wd'
/ 85 ® 5"'12" 0.0. w/
4x STUDS ® ADJ. PANEL
SPLICES, I6d SINKER SILL
NAILS ® 4142° O.G.
!`5" GDX PLYWD. OR OSB
Q w/ Sd'S ® 2", 12" O.G. w/
4x STUDS ® ADJ. PANEL
SPLICES, ibd SINKER SILL
NAILS ® 2142" O.G.
I. NAILS SHALL BE COMMON NAILS (2Y2"x.131"), TYP., U.O.N.
2. ALL PLYWOOD PANELS SHALL HAVE ALL EDGES BLOCKED.
22.0'
V '
O
t
N
ELECT.
MAIN'
NOTE:
FIRST FLOOR
WINDOWS TO HAVE
8'-0" HD. HT., U.O.N.
q.75' q.75'
H.B.
--v__-- (2) 5050 5.14. --�
-72�Ib50
WALL
& ARA5E
10'+ GLG.
GONG.
NOTE:
GARAGE WALLS AND CLO. FIN.
TO BE 8" TYPE 'X' GYP. BD.
(2) 13'-0" LONG 6x12
HDRS. w/ STRAPS
EA. 5HEARWALL 4x4
TRIMMER POST PER
c
(2) 10080 ROLL -UP GAR. DOORS.
7ANKLE55
FEMA REG2U I REMENT5
I. A BUILDING UNDER CONSTRUCTION FLOOD ELEVATION CERTIFICATE 15
REQUIRED PRIOR TO THE FRAME INSPECTION AND A FINISHED CONSTRUCTION
FLOOD ELEVATION CERTIFICATE 15 REQUIRED PRIOR TO FINAL APPROVAL OF
THE STRUCTURE. (BUTTE COUNTY GODS CHAPTER 26, ORDINANCE # 4041)
2. FLOOD ZONE: A
BASE FLOOR ELEV: 316.0'
MIN. HOUSE F.F.: 31"1.0'
MIN. GARAGE STEMWALL HT.: 316.1'
MIN. MECHANICAL UNITS F.F.: 311.0'
3. HOU5E FLOOD VENTILATION: 1340/144 = q.31 SQ. FT. OF NET FREE AREA.
PROVIDE (4) 18"x24" FLOOD VENT5 ® 2.4 5Q. FT. EACH. TOTAL FLOOD
VENTING AREA PROVIDED q.b 50. FT.
un
MITRE PORCH BEAMS o/
Al bxb POST 8 ATTACH TO
D& POST w/ "SIMPSON" 'L'
be U� H.B. STRAPS, TYP.
b+ �� Z
rill
- -- - - ------ - --- ------------= ---- -- -r -- - =--
bxl 10I II
III I
COVERED PATIO o
JI
IIIA III
,jry �ryN
2046 2046 ry 5 (2) 6080 FR. DRS. 3 �o,y+ ��
I 6x10 5.H. 5046 FIXED S.H. 6x10 HDR. ry' 5050 FIXED
r - 1 2650 S.H. 2650 S.H.
-HOSE BIBB w/
I Ni Nz GD 10 GLC. ry�
FULLNON-REMOVEABLE HOT. x'n� N
BACK-FLOW 2 DBL. SINK ry 13
PREVENTER, TYP. *A Ln I=AMILY
4-0
q.0'3 " ROOM
wry
IIIII
1III
W NOOK lo' GLC. IL I I
z I 10' GLC. EPA PHASE 2 APPROVED O
ZERO -CLEARANCE WOOD BURNING O
SII I I rKNEE FIREPLACE w/ NON-GOMBU5TIBLE
I I 5P. HEARTH. INSTALL PER MFR. SPEC. m
O PROVIDE INSTALLATION MANUAL ® 517E
2040 S.H.I I 2 6U2 I I c4-5" g _4 5 _8 2-2x&
6x10
- - SHELVES MIN. 2
REFI " GYP. BD. HALLSI I
o - - - - I r t GLC. UNDER STAIR
W SINK W fD
fo CLOSET
08 r - - K2 Iq.l' ry
2868 2880 2 -5 = ENT. CENTER I
w/ SELF T GLG I F I I I
DN
2
RGL05
PANTRY 'rye
I AREAS:
LINE -/2468 113
I
GS
MINIMUM HEATING EFFICIENCY:
X15% AFUE
REQUIRED HERS VERIFICATION:
Ist FLOOR LIVING AREA:
rn
SQ.
FT.
MINIMUM COOLING EFFICIENCY: 14.0
SEER 12.0 EER
-DUCT LEAKAGE VERIFICATION
I I
1 / I
1010
SQ.
10' CLO.
DUCT INSULATION:
Q
-HVAC: VERIFY AIRFLON (550)
a
FT.
TOTAL:
ry
SQ.
I
REQ'D
VERIFY FAN WATT DRAM
J
GARAGE AREA:
715
L4UND.
FT.
2480
NATER HEATER EFFICIENCY:
.82
- - -
m
COVERED PORCH AREA:
1376
SQ.
FT.
II
)
hDU
C
2 2x6
0
�,[
�
IO'CLO.
O0
? 6
� y
M
O
22"x30" ATTIC
ACCESS
I
PDR.I
W
N
w/
I9/e" MIN. S.G.
1
I
6
u�
I I '75/4"
DEN/OFIGE
o
r_i
V
`u
II
SELF-CLOSING
DOOR
L - - - - -1
O
O
5080 UP (18) MA
OPNG. I I RISERS w/ 10'
D I N T NC
-
ROOM
m
44
2 D_ =
2-2x6
u I I TREADS, PER
ROOM DETAIL 4-2 2880 O IO'CLO.
(2) 2040 S.H. 10' GLG. ENTRANCE
11^ I I
I2 6.5 I
EUNI i I SOLID STUDS 10.0' �p 20-b' GLC. NZ NZ W II vv
UNDER BEAM, TYP. O CLO. �O� NO
III 3 `r -1 LINE x N x N I III
_� � -
K 31III �4YJ'ry+b J�0 ry 3 TEMP3080 tt (2) 3060 S.H.7.0' TEMP.ZT ry
4.4' 3.5' �13 < +
H.B. 2080
1
N tY tY FIX. FIX. ry III
+6�A ibx1 COVERED PORCH
�I
I I - 10'+ GLC. x x10 I I_
-- ---------------- --------- - - --- - - 10=----_-------- --- - - ---
EDGE OF DECK 6 FASCIA 22
PERMIT# VIv
I
LOWER LEVEL FLOOR PLAN 1/4" = I' -o"
NOTE:
THIS PROJECT 15 LOCATED IN A
NILDLAND URBAN INTERFACE
AREA. SEE SHEET NUI FOR
REQUIREMENTS
E0,r2 CODE COMPLIANCE
G`C 0 1 20,00
PROVIDE "FINISHED
CONSTRUCTION" FLOOD
ELEVATION CERTIFICATE PRIOR TO
FINAL BUILDING INSPECTION TO
BUILDING DIVISION
R, EMVED
NOV 0 3 2016
TRS AND ASSCCIA T SS
SERVICES
E/I(i.J,
mv
MINIMUM TITLE 24 REQUIREMENTS:
Date:
I
I AREAS:
II -I-16
GS
MINIMUM HEATING EFFICIENCY:
X15% AFUE
REQUIRED HERS VERIFICATION:
Ist FLOOR LIVING AREA:
1540
SQ.
FT.
MINIMUM COOLING EFFICIENCY: 14.0
SEER 12.0 EER
-DUCT LEAKAGE VERIFICATION
2nd FLOOR LIVING AREA:
1010
SQ.
FT.
DUCT INSULATION:
R8
-HVAC: VERIFY AIRFLON (550)
a
FT.
TOTAL:
2550
SQ.
RADIANT BARRIER ROOF SHEATHING:
REQ'D
VERIFY FAN WATT DRAM
GARAGE AREA:
715
SQ.
FT.
NATER HEATER EFFICIENCY:
.82
-IAQ FAN: VERIFY 55.5 CFM
m
COVERED PORCH AREA:
1376
SQ.
FT.
Rowsien:
Date:
By:
0
II -I-16
GS
N
a
w
h
�
V
O
'
�
m
o
'a
)
C
0
N
�1
�
O0
� y
M
O
W
T�
v
r_i
V
`u
•�
(0
44
-
� _
rq
p0
O
d c
14
r14
^ ,
coct
rr�
F�--I
E� ARC
y/
��GpRY
q
* No. C 1283
N�
N.
/1
CG STAF50N
2550
Date
7 Sept. 2016
Scale
Dram DAVID 5.
Joh I6-2172
Sheet
Of eight
Sheets
I[
SILL NAILING PER 2x4 ELKS. ®4'-O" O.G.
SCHEDULE w/ IOd'S ® b" O.G.
SILL FLOOR TRU55 (4) Ibd'5
NAILING E.N.i L
E.N.
E.N.1
E.N1 RIM JOIST,
SEE 2ND FLR.
FRMG.PLAN
RIM JOI5T,
SEE 2ND FLR.
FRMG. PLAN
E.N.
E.N.
A35'5 ® 4'-0"
O.G., TYP., U.O.N.
SECOND FLOOR
2 PM -71.1 III I' -oil 2
3/4" T 8 G PLYIND
GLUED 8 NAILED
w/ IOd RING
SHANK NAILS
b",12" O.G. o/ Ib"
FLOOR TRUSSES
® 24" O.G.-\
' �1_ 1l 111
3"xlb" FLUSH VSL w/
LUS410 HANGERS, w/
DBL. TRIMMERS
E.N1° 2x4 BRACE
® 4'-0" O.G., MAX.
CLO. LINE
SECOND FLOOR
i.l I " = I' -O"
SHADED WALL REPRESENTS
BEARING WALL5, TYP.
DASHED LINE
REPRESENTS
OUTLINE OF
UPPER LEVEL
AIN
TOILETS 8 TU5
FROM ABOVE, TYP.
NAIL FLOOR PLY. TO TOP OF
FLOOR JOISTS, FLUSH BEAMS
B 2x4 FLAT BLKG. ® 7HE5E
LOCATIONS w/ IOd'S ® b" O.G.
3' LONG G516
STRAP o/ FLOOR
PLY, TO FLOOR
TRU55 TOP CHORD �y
3' LON5 C SIb
J STRAP SPLICE
FLUSH BEAM TO
FLUSH BEAM
STAIR
WELL
I
14" x I6"
VSL, TYP.
- - - - - - -
13" x 16' VERSA -LAM RIM JOIST TYP. 3' LONG G516
4 STRAP SPLICE TOP
® PERIMETER OF SECOND FLOOR PLATE TO BOTTOM
- -, _:, _ - OF V5L BEAM
Q
rip
G$
so
By:
Pl
w/P�d s
_
,
N
I
%
BiNOOD
I
ING
FIREPLACE FLUE
FLAT BLKG.
SECOND FLOOR FRAMINO PLAN 1/4" 7V-0,
TRAP
)D
4u_I4u
44" PLYWOOD
HANGER
-FLUSH BM.,
SEE PLAN
2x14 STRINGER
® Ib" O.G.
RECO—ptt
1,1
I 2x4 STUDS TRP AND ASSO". A TIES
1 i ® I6" O.G.
I,t
II
Z ®851 GERS� _\
n
1x4 SILL - In x 16" V5L
(P.T.D.F. ® GONG. SLAB)
HOLDOWN DETAIL STAIR FRAM I NO DETAIL "SIMPSON" e
3" SDS SG W
5-5 1/4" = 1'-0" =M -q6 I I = 1'-0" T016'- � .;
2
I� —PORCH LINE BELO
( w)
I�
i
AT STUD TO
FLOOR TRUSS7 V5L
GUARD RAIL
CUSTOM
�I
HOLDOWN STRAP 3
TO RIM JOIST, SEE ,TYP.
2 I
fl
N
�
I�
I,
II
I
13 -O
By:
I
U
o
_
,
N
I
=
I
N
Q
w
2020 ryk
A
I ba Q
7
o
Nss�s
/I
/J
I
In
(2) 3050 S.H.
AWN.
a
I
I'
i
AT STUD TO
FLOOR TRUSS7 V5L
GUARD RAIL
CUSTOM
�I
HOLDOWN STRAP 3
TO RIM JOIST, SEE ,TYP.
2 I
fl
N
�
Date:
13 -O
By:
2
II -I-16
GS
2
N�
w
2020 ryk
A
I ba Q
o
Nss�s
2020
In
(2) 3050 S.H.
AWN.
a
AWN. (2) 3040 S.H.
0
o
•
ILE
TUB/ _- - - - THOWE
SHWR w/
I
U
V
d
?
N
ILE WALLS
I
BATHTUB
O
p
W
a
0
1
� y
M
BEDROOM
00
i W. I.
GS
I
w
I
-
DUCT CHASE,
B TH LIN. � i G�„ m
L�J'�
I�
CURB MSTR.
CONFIRM SIZE
W
BATH
W
♦�
1
*
z
0Nz
28w68 2468 246
2668
(2) 2468
O
O
I
BALOONY �N
2468
MW
_ 22"x30"
R.825H ATTIC
42" HIGH WALL
w/ WOOD GAP 2868
O
GLASS
'
A"
CHIMNEY
Oi
O
I
ACCESS
FLUE
ry
V
r�
w
R.825H
7
�[�OORY
A..o�ItC`
-.
m
G516
24.0')
Nig
ATF
REN.
7/17
FT�
OU5TAF50N
2350
Date
-I Sept.
2016
Seale
bi
Dawn DAVID
5.
Job I6-2172
Sheet
O
L Y J
(2) 468
Sheets
m
cslb
2868
2x6
I -
r
I m
-
o
BEDROOM
Ib 10.0'
I v
BEDROOM
+42" MIN. GUARDRAIL
a"
WHICH PREVENTS
PASSAGE OF A 4" DIA.
I
�b
fn o
Oryk
C SPHERE, TYP. SEE NOTE
REGARDING HANDRAIL
Ury+
ury+
I
?Si6
Uy+b
+S%
66+Si6
Gy�y
(2) 3050 S.H.
BELOW
b
— (2) 3050 S.H.
b
4.4' % 4.0' 50505 .H. 3.5' 4.1'
14'-82"
10'-4�"
13'-11"
39'-0"
I
'I
(
�I
I
�I
(
(
�I
I
I
�I
I
�I
PORCH
LINEIL f
PORCH LINE (BELOW)
(BELOI^l)J
L_ \—ENTISANOE
NOTE: STAIRS w/ (4) OR MORE RISERSSHALL HAVE MIN. () HANDRAIL A NOTE_ ATTIC MOUNTED F.A.U. TO
MOUNTED a 34"-58" ABV. STAIR TREAD N05IN6 4 OPEN TO BELOW HAVE UPSTAIRS/ DOWNSTAIRS ZONE
DAMPER. PROVIDE INDIVIDUAL ROOM
PERMIT AT UPSTAIRS ROOMS.
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR REVIEWED
CODE COMPLIANCE FOR CODE COMPLIANCE
DATE- I-��>_g- - _... BYA_...
DEC !� d 2�1�
UPPER LE\i!EL FLOOR PLAN v4" _ ,,-o r� AND ASSOCIATES
2016
Revision:
Date:
By:
II -I-16
GS
N�
In
a
0
o
•
FSI
M
U
V
d
o�
p
W
a
0
� y
M
W
W
W
♦�
O
O
MW
r�
w
Sip AA)
�[�OORY
A..o�ItC`
0
No. C
- 83
7f
Nig
ATF
REN.
7/17
FT�
OU5TAF50N
2350
Date
-I Sept.
2016
Seale
Dawn DAVID
5.
Job I6-2172
Sheet
Of eight
Sheets
11
—L—_LLL _IL ! .. _ _ _ _ .__... _ _ ...... .._.___-_ .------
I
_
RICHT ELEVATION 114" = 1�-on
FmMM UUmE =
FLASH
ON SHINOLE5 J
FLASH
r-411 If--
LEFT ELEVATION
NT BD. LAP SIDING GEMENT BD.
WRAPPED 6x6 P05T
w/ 2x WRAP TOP 8
RnT TYP nt= (A)
L�7_�L=JIT
2x6 TRIM ® WINDOW5
8 DOORS, TVP.
SPARK ARRESTOR GAP
N/ SHT. MTL. SCREEN
OIF
-FLASH
9
2x6/2x4 TRIM
CORNERS, TVP.
P
RMIT#-
---- 2X10 FASCIA w/ BUTTE COUNTY D_ ELOPMENT SERVICES
FA5GIA GUTTER REVIEWED FOR
CODE COMPLIANCE
FOR CODE COMPLIANCE
-- c�c t 4a4
TRE AND
2x3 SILL W Ix4 APRON,
TYP. ® WINDOWS
Revision:
Date:
By:
N
M
Iry
w
N
C
b
�
Iii
U
�
i
d
U
v
on
W
�
o
00
r �y7
0
pQ)�
V
�n�l�
Q)
o
W
cd
O�
.O
ro
r
Z�
mmW
M
C J
h"I
F�
ARBA%�
0
* No. C2128
Nl
7/ 7
Yj
STAF50N
/
2550
Date
i Sept.
2016
Scale
Drawn D /� * V / I D 5.
Job 16/"—�2
172
Sheet
Of
eight
Sheets
a
m
c4
LO
0
SU I LD I NCC 5F.GT I ON "A-411
REAR, ELS\/ATION 141 = ,.-o.,
REV0,7ED
FOR CODE COMPLIANCE
DEC 0a 2011
3RB AND ASSOCIATES
PERMITtt
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE �
DATE_._ �_ _ << _— DY" A
Redsion:
Dale:
By:
rl
_
III
N
01
4
W
EEO
s
M
�
M�1
U
on
O
`/
^.
A/
Q
E
W
0
N
- `
M
Y
rW
V
O
0
N
o
u
cd
O
N
QQ
CYD
0
w
A
O
*
No
128
N.
7/
0
ITAXON
2550
Date
7 Sept.
2016
Scale
Drawn
Job
16-2172
Sheet
4
Of
.eight
Sheets
2
a
d'
N
ri
v
l9
0
N
epi
rl
_
III
P.T. SILL N1):2 " DIA. x 12" A.B. ® 6'
O.G. AND 12" MAX. FROM ENDS W/
3"x3"x.229" PLATE WASHERS, TYP.
P.T. SILL W/y2 " DIA. x 12" A.B. ® 6'
O.G. AND 12 MAX. FROM ENDS W/
3"x3"x.229" PLATE WASHER5, TYP.
\ E.N
6" x 6" MIN. PLYWD.
SUSSET5 EA. 51ME w/
(5) 5d'S EA. TO P05T SEE FOUNDATION PLAN
8 GIRDER FOR FRAMINS SIZES
E.N. --_.
FINISH GRADE a
z j E FINISH GRADE Z
z a NAT. 4x4 POST
° GRADE
c
TOE -NAIL TO
Ilk4REDWD. BLOCK
8..
'<
MIN. z_ z w/ (3) Sd'S MIN.
_ _ _
MIN. 11111 1 111111111111 11111 11111 1111111 "'= l=' - I -III-III-III=III-III-I PRECAST
z NAT. GRADE =I II 11 =111- I =III-111=III=III :11 NAT. GRADE III a =111-I I I -III -III -III N
=III ° _ IIL-III-lu -III_ III II -III -III 111 -III -II - - z_ CONG. FIER
I I_I11 1=1 =1I 1-I 11=1I 1=1I 1=1I I u
1=1 I I- 11-11t. 11=1 11=1 I I-1 11=1 11=1 I 2 EMBEDMENT
° - #4 TOP I i_I i -I i -III -III, _ _ z _
° �o III
r —111=11 I1 11 11 II-I I -LII -I I IJT4i Tii i i l=l l=_III III I I _
_ da BOT. OF . a
III TI=III-111=I
1
1111111111111'
8 BOT.
---
-III III„'I'„III
Wirt. I'
m
— STORY FOOTI NC 2 2 STORY FOOTI NO P I ER FOOTI NO
gj F-1 I” I' -O” tj F-2 I = 1'-0" F-52 111 = 170"
P.T. SILL W/ Y2 " DIA. x 12" A.B. Is 6'
O.G. AND 12" MAX. FROM ENDS W/
3"x3"x.229" PLATE WASHERS, TYP. FOUNDATION NOTES:
LINE OF STEMWALL 1. PROVIDE (1) 18"x24" MIN., SCREENED U.F. ACCESS
z GONG. SLAB, SEE BEYOND (SEE FOUND. PLAN).
FOUNDATION PLAN" FELT EASED EDGE 2. UNDER FLOOR VENTING: SEE FEMA REGUIREMENT5
STRIP FOR HOUSE VENTING:
z p DRIVEWAY GONG. SLAB, SEE PROVIDE 165 LINEAR FT. OF CONTINUOUS SCREEN
FINISH SRADE SLAB mIv FOUNDATION PLAN
L
6..
' _I 11=11-111 d
NAT. SRADE I-1 11 11111
I� III ill a
VENT ® 0.25 50. FT. PER LINEAR FT. 4 PROVIDE
14" AIR SPACE AT DECK PERIMETER o/ FTG.
o PORCH PERIMETER. TOTAL UNDER FLOOR VENTING
d ° PROVIDED ® PORCH PERIMETER: 41.2 50. FT.
-1 3. GROUND IMMEDIATELY ADJACENT TO THE
z FOUNDATION SHALL BE SLOPED AWAY FROM THE
dp BUILDING AT A SLOPE OF NOT LESS THAN 6"
#4 TOP $ N ' CONT. #4 TOP WITHIN THE FIRST 10 FT. (5% SLOPE). PER 2013 5
BOTTOM 6 E30TTOM CRO SECTION R401.3
12" MIN. 4. ALL FOOTINGS SHALL BE FOUNDED ON
z TYP. U.O.N. UNP15TURBED NATIVE SOIL.
OARAOE FOOTI NO
P -19P I" =
NOTE. VERTICAL STEEL MAY BE OMITTED WHERE HEIGHT
DOES NOT EXCEED 32"
FINISH FLOOR MUST BE 1'-0"
MIN. ABOVE FLOOD ELEV.
ILII E.N.
m
g OARA0E
F-141
#4 HORIZ.
Dale:
By:
iv
BAR 13"
a
\>
-
t`
O C
FLOG
ELEVATION,
4x6 GIRDER
W
E-+
CONFIRIM
w/ FEMA
DECK CORNERS,
a
o
a
Ln
REQS.
TYP. OF (4)
�
L
FLOOD VENTING, VENT
•�
w
Y2" DIA. o b.'S ® 12" O.G., THESE SKSn`
AREA SHALL BE EO.
U
ou
#4 VERT.
COMPOSITE DECKING o/
TO (I) S0. IN. PER (1)
E
BAR 22" O.G.
COMP
<� >
SITE DECKING o/
SO. FT. OF CRAWL
< 0
0
P.T.D.
�
SPACE AREA
2x8 P.T.D.F.
i>
�
00
' `
O
LEDGER w/ y4"x3y2'
SDS 50REW5 W
1
IF <�n
GRADE BENEATH
1
n
< v ,
`r
4
4lcd
STRUCTURE MUST BE
^^`'``
W
EO. TO OR HIGHER
THAN GRADE OUTSIDE
a
Q)
OF STRUCTURE AT ALL
•�
4-1 0O
VENT LOCATIONS
N
w
�
�
U
1=1 17711
111-111 —) �'
a
4
I �—III=III -
N
1_I
cd
0
d
c)
W
i
-III
rS--I
0
_
4�
-1
Sip ARCy
�G�C90
CJ� F� (lam
* No. C21 83
FOOTINO
PETAL
F-1-7
I' =
P.T. SILL W,142" DIA. x 12" A.B. ® 6'
O.G. S 12" MAX. FROM ENDS W/
3"x3"x.229" PLATE WASHERS, TYP.
50LID BLKS.
\ SILL NAIL `NHERE BEARINS
/ WALL IS ABOVE
NATURAL
GRADE
2x STUDS
MATCH SIZE
OF STUDS
ABOVE
LL
d d
a
m �
Fit
INTERIOR FOC
5 / F-23.1
#4 TOP ffi
I- BOTTOM
1 NO (2 -STORY)
I -CD
P.T. SILL KI Y:2 " DIA. x 12" A.B. ® 6
O.G. AND 12" MAX. FROM ENDS W/
_ 5"x3"x.229" PLATE WASHERS, TYP.
P.T. SILL N/)/2" DIA. x 12" A.B. ® 6' SHEAR PLY. PER
O.G. AND 12" MAX. FROM ENDS w/ SGHED. AS NOTED
2x10 5"x3"x.229" PLATE WASHERS, TYP. ON FLOOR PLAN
FASGIA� - -
CONTINUOUS 2x6 BLKS.
VENT � FLR. JSTS. N
FLR. JSTS. -
5HT. MTL. FLA5HIN5°
FFINISH 3 DECKING, 5EEJ L NOTE:
GRADE FLOOR PLAN SEE DETAIL
CONT. LEDGER w/ 1/5 $ 2/5 FOR
4"x32" SDS SCREWS d PERIMETER
®8" O.G. w/ LU28 a FOOTING
-'-I i _ <b III -I 1=1 I -III -III -I 1=1 HANSER5
Z NAT. SRADE -1111 MiN.," II III III III-III=111-III
A
1111 °
BOT. III 11 1=1 1=1 III ITI-1 I i 1="'-"'
III III -III -1f( II III -III -III=
III -- _ _- -I III -III III -III ° a • ° ° III III=1 I I='
VIII11111 ��-1 11=1 11=III-1 I I-1 I I I I I I I I I I i -I
12"
FOROH r—OOTINO DEOK OONNEOTION
I' -O" CUSTOM I" = I' -O"
STEPS
Revision:
Dale:
By:
N
\>
t`
H
PROVIDE 3" CONTINUOUS SCREEN
4x6 GIRDER
W
E-+
VENT 6 PORCH PERIMETER
DECK CORNERS,
a
o
a
Ln
U
TYP. OF (4)
�
M V
•�
w
Y2" DIA. o b.'S ® 12" O.G., THESE SKSn`
U
ou
o�
COMPOSITE DECKING o/
in
E
COMP
<� >
SITE DECKING o/
P.T.D.F. 2x8 F.J.'S ®Ib" O.G.
< 0
0
P.T.D.
�
.2x8 F.J.'S ®I6" O.G.
2x8 P.T.D.F.
i>
�
00
' `
M
LEDGER w/ y4"x3y2'
SDS 50REW5 W
IT
IF <�n
SS�/S
N&E b
�y,��b 8" O.G.�R5 ®
TYP SS��
n
< v ,
4
4lcd
Revision:
Dale:
By:
N
t`
H
a
W
E-+
a
o
a
Ln
U
U
�
M V
•�
w
�
U
ou
o�
E
a
W
0
a
00
' `
M
4
4lcd
^^`'``
W
LJ
Q)
•�
4-1 0O
N
�
�
U
0
N
cd
0
d
c)
W
rS--I
0
4�
-1
Sip ARCy
�G�C90
CJ� F� (lam
* No. C21 83
V1j. /17
F
ST�lSoN
2350
Date
i Sept. 2016
Scale
_
Dm� DAVID S.
'°h
16-2172
Sheet
Of
eight Sheets
2
IL
0
M
e-1
N
<-1
O
N\
ei
chi
rl
ROOF PLY:
50LID BLOCKING-
5HEARPLI
SEE PLAN
A55 a 4'-0"
O.G., TYP,
U.O.N.
I" MIN. AIR
SPACE TO
INSULATION
VENTS
F-A\/F 1DETA I L
FASCIA, SEE
ELEVATION
E.N.
SIDING—
G.E. TRU55
PLY
A35 0 4'-0" O.G.,
TYR, U.O.N.
SHEARPLY,
SEE PLAN
E.N.
E.N.
2 CABLE END
j R-12
GIRDER TRU55 ' 1- ' 7
MIN. 3'-0" LONG 0516 STRAP w/
MIN. (13) 5d'S EA. END (SKENED
AS SHONN, IF NECESSARY)
PLAN VIEW
TRUSS, NAIL ROOF PLY TO
TOP CHORD N/ ad's ® 6" O.G.
DOUBLE 2X TOP PLATE
la"
0516 STRAP w/
(13) 5d'5 MIN.
EA. END -
2x STUDS ® 16"
TRU55 STRAP
ROOF NOTES:
I. ROOF FRAMING SHALL BE:
PRE -MFR TRUSSES a 24" O.G. TYP. U.O.N.
2. ROOF PITCH SHALL BE:
5:12 a GARAGE, LAUNDRY 4 SECOND LEVEL
5:12 ® FRONT COVERED PORCH
3:12 a BALANCE OF COVERED PORCH
3. ROOF O.H. SHALL BE:
1'-6" ® ALL G.E.
1'-4" a 5:12 PITCH (HOUSE)
o" -a" ® 5:12 PITCH (LAUNDRY AREA)
I' -O" ® 8:12 PITCH (GARAGE)
2'-0" a 3:12 PORCH (REAR it SIDES)
I'-2 3/5" ® 5:12 PITCH (FRONT PORCH)
4. ROOF COVERING SHALL BE:
COMPOSITION SHINGLES o/ 15# FELT o/ Y2' GDX OR 055. w/
8d'S a b", 12" O.G.
5. REQUIRED ATTIC VENTILATION:
GARAGE LAUNDRY AREA 8 PORCH
2304 / 300 = '1.65 SQ. FT. OF NET FREE AREA
VENTILATION REQUIRED.
•LON VENTING: PROVIDE (14) 3Y2"x223/,5" EAVE VENTS
.33 50. FT. EACH. TOTAL LON VENTING PROVIDED: 4.62
5Q. FT. OF NET FREE AREA
•HIGH VENTING: PROVIDE (3) TRIANGULAR GABLE END
VENTS ® 10 50. FT. EACH. TOTAL HIGH VENTING
PROVIDED: 30 SQ. FT. OF NET FREE AREA.
HOUSE (SECOND LEVEL)
1131 / 300 = 3.77 50. FT. OF NET FREE AREA
VENTILATION REQUIRED.
-LON VENTING: PROVIDE (4) 32"x225" EAVE VENTS
.33 50. FT. EACH. TOTAL LOW VENTING PROVIDED: 1.32
50. FT. OF NET FREE AREA
-HIGH VENTING: PROVIDE (3) TRIANGULAR GABLE END
VENT5 ® 10 SQ. FT. EACH. 'TOTAL HIGH VENTING
PROVIDED: 30 50. FT. NET FREE AREA
6. ATTIC MOUNTED F.A.U. PROVIDE SERVICE LIGHT w/ SNITCH
a AGGE55 HOLE. PROVIDE IIOV SERVICE OUTLET ® UNIT.
PROVIDE 24" NIDE CATNALK FROM AGGE55 HOLE TO 30"
50. x!30" HIGH CLEAR MAINTENANCE PLATFORM a UNIT.
51DING, SEE ELE\/ATION5
x I�" ANGLE w/
G.I. FLASHING " DIA. (2) 4" x 2" LONG
THREADED LAG BOLTS INTO
TOP CHORD OF
x6 SPACER RAFTERTRUSS OR ROD TRUSS, TYP.
ROOFING OVER
FELTS
4g,
Llb)�d
4'-0" O.G.,
.C.N.
ROOF PLY.NKER 5t .
2x6 SOLID
BLKG.
E.N.
3/a" GDX. PLYWD.
OR OSB w/ 8d'5
a 4",12" O.G.
1�" x 4" ANGLE W NUTS SEISMIC RESTRAINTS
AND HASHER, TVP. (4) DIRECTIONS SOLID BLKG. N/
TERTIGHT CORROSION O.G.
RE51STANT METAL DRIP PAN
3 ROOF TO NALL FLA5HINO q F.A.U. MOUNTINO R-44 5HEAR TRANSFER I _oil
I -O ' & R-25 511 = 11-011 Fj AC, -5 3/411- I O (,
NOTE:
ROOF SHEATHING AND ATTIC
GABLE END WALLS SHALL BE "TECH
SHIELD" RADIANT -BARRIER OR EO.
ROOF PLAN 1/4" = 1'-0"
- TII
r r it
REVIEWED FUH
CODE COMPLIANCE
�k�TF li — BY �)
rvr% uulJt ;(-)MPLIF NCE
Dl c
TRS AIRS ASSOCIATES
Revision:
Dale
By:
N
to
r
W
N
00
rn
tn
.a
V
U
�
on
ca
�
W
w�a
0
w
e
00
_ y
M
�nn-llI �
k
rTW
c
u
O�
N
0
0
mW
W
MM
V' J
rr0
w
Sip ARch
0RY
*
No. 21283
- RE
7/17
G STAP50N
YV
2550
Date
7 Sept. 2016
Scale
Dmm DAVID
S.
Job
16-2172.
Sheet
Of
eight
Sheets
VENTILATION REQUIREMENTS
I. KITCHEN VENTILATION:
A. THE KITCHEN SHALL HAVE AN EXHAUST FAN
w/ A MIN. VENTILATION RATE OF 100 CFM.
B. THE N015E RATING SHALL BE 3 SONE
MAXIMUM.
G. THE FAN SHALL BE DUCTED TO THE OUTSIDE
N/ A MINIMUM 5" cP SMOOTH DUCT (55' MAXIMUM
RUN w/ (2) ELBOWS OR FITTINGS).
2. BATHROOM VENTILATION:
A. EACH BATHROOM SHALL HAVE AN EXHAUST
FAN w/ A MIN. VENTILATION RATE OF BO CFM.
B. THE N015E RATING SHALL BE 3 SONE
MAXIMUM.
G. THE FAN SHALL BE DUCTED TO THE OUTSIDE
w/ A MINIMUM 4"0 SMOOTH DUCT (-75' MAXIMUM
RUN w/ (2) ELBOWS OR FITTINGS).
D. BATHROOM EXHAUST FANS MUST BE
CONTROLLED BY A HUMID15TAT CONTROL
CAPABLE OF ADJUSTMENT BETWEEN A
RELATIVE HUMIDITY RANGE OF 50 TO 80%.
2013 CGBSG SECTION 4.506.
5. WHOLE - BUILDING VENTILATION:
SEE GFIR FOR WHOLE BUILDING VENTILATION
REQUIRED CFM.
ONE BATHROOM FAN SHALL BE 10 CFM. MIN. w/ A
MAXIMUM NOISE RATING OF I SONE. THE 5WITGH
SHALL BE LABELED "VENTILATION CONTROL."
ELEOTRICAL 5YMBOL5:
$ SINGLE POLE SNITCH- WALL MTD. FIXTURE
$a THREE WAY 5WITGH FLUORESCENT
WALL MTD. FIXTURE
$p DIMMER SWITCH TRACK FIXTURE
CDIMMER/3-WAY SWITCH } PENDANT LIGHT
$T TIMER SWITCH SCONCE FIXTURE
E) OCCUPANCY SENSOR MINI SCONCE FIXTURE
DUPLEX REGEPT. MOTION -ACTIVATED
y(( SECURITY LIGHT
220 VOLT OUTLET
UNDER CABINET
DUPLEX SPLIT WIRED �{ FLUORESCENT LIGHTING
QUAD. REGEPT. r=ZI FLUORESCENT FIXTURE
0
FLOOR OUTLET PUOK LIGHT
Q TV OUTLET %t/P CEILING FAN w/ LIGHT
PHONE OUTLET ® EXHAUST FAN
e TV/PHONE OUTLET
VP SUITABLE FOR DAMP
LOCATION
GLC. MTD. FIXT.
GM IIOv CARBON MONOXIDE
FLUORESCENT ALARM w/ BATTERY
GLC. MTD. FIXT. BACKUP
LED GLC. MTD. FIXT ® 110 V. SMOKE DETECTOR
RECESSED GLC. FIXT 51ONAL PUSH BUTTON
ELEC. BALLAST, S BELL
AIR -TIGHT, IG RATED EY ELEG. DISCONNECT
FLUORESCENT
RECESSED GLS. FIXT. ® WHOLE HOUSE VACUUM
CONNECTION
LED
RECESSED GLC. FIXT. PANEL BOARD
MINI REGE59ED GLC. FIXT.
GFI AUTOMATIC GARAGE
H.B. HOSE 81BB w/ — L a DOOR OPENER LISTED IN
}{— ACCORDANCE W UL 325,
NON -RT -MOVEABLE w/ GFI OUTLET
BACK-FLOW PREVENTER, TYP.
-}— FUEL GAS OUTLET
I. ALL LIGHTING FIXTURES SHALL BE ASSUMED INCANDESCENT U.O.N.
AS LED OR FLUORESCENT.
2. ALL EXTERIOR LIGHTING FIXTURES SHALL BE "SUITABLE FOR
E FOR DDAMP LOGATI�NS"
ELECTRICAL NOTES:
1. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EACH BATHROOM AND
LAUNDRY. THESE CIRCUITS SHALL SERVE NO OTHER OUTLETS.
2. ALL 15 d 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN BEDROOMS, 200
FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, AMP.,
5UNROOMS, RECREATION ROOMS, HALLWAYS, CLOSETS OR SIMILAR ROOMS, SHALL 5 -WIRE
BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUITS INTERRUPTERS. ELECT.
MAIN
3. PROVIDE (2) OR MORE 20 -AMP SMALL APPLIANCE BRANCH CIRCUITS EVENLY
PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR
51MILAR AREA TO SERVE ALL WALL AND FLOOR OUTLETS. SUCH CIRCUITS SHALL WP/
HAVE NO OTHER OUTLETS. SPI
4. ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED
TAMPER RESISTANT RECEPTACLES.
5. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE SECURELY
SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN bibs OR EXCEEDS 161n. IN ANY
DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER
PER 2013 CEO SECTION 410.15. (a). OUTLET BOXES SHALL NOT BE USED AS THE
SOLE SUPPORT FOR CEILING FANS PER 2013 SECTION 314.2-1 (a 4 d).
6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED.
-1. ALL GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE
HIGH-EFFIGAGY AND CONTROLLED BY A MANUAL -ON OCCUPANCY SENSOR.
NATER HEATER MANDATORY FEATURE5
WATER HEATING SYSTEMS USING GAS OR PROPANE WATER HEATERS TO SERVE
INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS:
I. A 12OV ELECTRICAL RECEPTACLE THAT IS WITHIN 3 FEET FROM THE WATER
HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS
2. A CATEGORY I II OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE
BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER
HEATER 15 INSTALLED
3. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE
BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING
WITHOUT PUMP ASSISTANCE
4. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEA5T 200,000 BTU/HR.
WP/
6FI
NOTE:
GARAGE RECEPTACLES
TO BE +18" MIN. A.F.F.
6ARAOM
i
6FI
Date:
I
Qi
KITCHEN LIGHTING
SCHEDULE:
-
\ / I
\,E)
A B
LUMINAIRE TYPE:
HIGH EFFICACY:
WATT5:
QUANTITY:
HIGH EFFICACY WATT5: OTHER WATTS:
COMPACT FLUOR.
YES
26
x
x
4' FLUOR. TUBE
YES
32
x
x
3' FLUOR. TUBE
YES
25
x
x
2' FLUOR. TUBE
YES
1-1
x
x
MANDATORY
TOTAL (A): x TOTAL (B): O
COMPLIES IF A >/= B
YES X NO
I
FOR ELEGTRIG
TO 5WITGH
BEDROOM BELOW MSTR.
0
U
VEHICLE CHARGING
NATER HEATER MANDATORY FEATURE5
WATER HEATING SYSTEMS USING GAS OR PROPANE WATER HEATERS TO SERVE
INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS:
I. A 12OV ELECTRICAL RECEPTACLE THAT IS WITHIN 3 FEET FROM THE WATER
HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS
2. A CATEGORY I II OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE
BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER
HEATER 15 INSTALLED
3. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE
BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING
WITHOUT PUMP ASSISTANCE
4. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEA5T 200,000 BTU/HR.
WP/
6FI
NOTE:
GARAGE RECEPTACLES
TO BE +18" MIN. A.F.F.
6ARAOM
i
6FI
UPPER LEVEL ELEOTRIOAL PLAN 1/4" = P-0"
------------
—cn---------
-
- — — — — — — — — — — — — —
11 II
II II
I I III
1 i COVERED PATIO
II
III •\-------------- --- •`\ � `\ I I I
I I •1 _ � i I I
t
/ t
'•� e (I p
i� 71em
FI j D.
FAMILY i" III
II 1 II
NOOK ROOM.
I VERIFY I GF /
\ LOCATION
II I II
1 A/c
GOND.
UNIT
I KIT HE 14
GFI G------._-------
�Iy i
1 ----
----
F
- �• II
GM
7jLAL)ND.
i --- - — --- DEN/OFFICE iI
I, y r, !FDR.. ROOM r 1
- FI •\•� I I -
• - 11
O TO 5WITGH 8
LIGHT ABOVE -
I
6FlD I N I NCS ENTRNGE
PERMIT # _
/ ROOM 3 WP/ BUTTE COUNTY DEVELOPMEEi, ;ERVIC
-� --- &F1 REVIEWED FO
CODE COMPLIA
1 DATE I Y�I
II II
- _` ..
.-
COVERED PORCH - - ------ - - H.B.
1 ------------ ------------
---__--
------------- ----- n
- - - -
------
- -FOR CODE COMPLIAITCE
c C fl , 2u dpi
nInI�Q I mr.-rw ie.w PI bm _.. MIS AND ASSOCIATES
Revision:
Date:
I
Qi
II -I-16
BEDROOM / GFI GFI
-
\ / I
\,E)
L�LJ
D
GFI
j
LIJ
-------
- - -o --------------- IF
I
W
% ELEG. SUB -PANEL
GFI
SEE GALGREEN
ii !! L_VJ
RESIDENTIAL
MANDATORY
/ �
MEASURES, 4.106.4.1
I
FOR ELEGTRIG
TO 5WITGH
BEDROOM BELOW MSTR.
0
U
VEHICLE CHARGING
OPEN TO BELOW
REa'S. PROVIDE
SEPARATE
GROUNDING WIRE
FROM EACH PANEL
W
TO ELEG. MAIN
H.S.
UPPER LEVEL ELEOTRIOAL PLAN 1/4" = P-0"
------------
—cn---------
-
- — — — — — — — — — — — — —
11 II
II II
I I III
1 i COVERED PATIO
II
III •\-------------- --- •`\ � `\ I I I
I I •1 _ � i I I
t
/ t
'•� e (I p
i� 71em
FI j D.
FAMILY i" III
II 1 II
NOOK ROOM.
I VERIFY I GF /
\ LOCATION
II I II
1 A/c
GOND.
UNIT
I KIT HE 14
GFI G------._-------
�Iy i
1 ----
----
F
- �• II
GM
7jLAL)ND.
i --- - — --- DEN/OFFICE iI
I, y r, !FDR.. ROOM r 1
- FI •\•� I I -
• - 11
O TO 5WITGH 8
LIGHT ABOVE -
I
6FlD I N I NCS ENTRNGE
PERMIT # _
/ ROOM 3 WP/ BUTTE COUNTY DEVELOPMEEi, ;ERVIC
-� --- &F1 REVIEWED FO
CODE COMPLIA
1 DATE I Y�I
II II
- _` ..
.-
COVERED PORCH - - ------ - - H.B.
1 ------------ ------------
---__--
------------- ----- n
- - - -
------
- -FOR CODE COMPLIAITCE
c C fl , 2u dpi
nInI�Q I mr.-rw ie.w PI bm _.. MIS AND ASSOCIATES
Revision:
Date:
I
Qi
II -I-16
BEDROOM / GFI GFI
-
BATH i GL. M5TR.J
\ BATH
GFI
GM
® BALCONY --
- - - - - ® O
- - -o --------------- IF
�
W
E -I
I\ /I
�Uv=
ii !! L_VJ
i I
/ �
I
TO 5WITGH
BEDROOM BELOW MSTR.
1�1
U
ENTRANCE BEDROOM
OPEN TO BELOW
0.
UPPER LEVEL ELEOTRIOAL PLAN 1/4" = P-0"
------------
—cn---------
-
- — — — — — — — — — — — — —
11 II
II II
I I III
1 i COVERED PATIO
II
III •\-------------- --- •`\ � `\ I I I
I I •1 _ � i I I
t
/ t
'•� e (I p
i� 71em
FI j D.
FAMILY i" III
II 1 II
NOOK ROOM.
I VERIFY I GF /
\ LOCATION
II I II
1 A/c
GOND.
UNIT
I KIT HE 14
GFI G------._-------
�Iy i
1 ----
----
F
- �• II
GM
7jLAL)ND.
i --- - — --- DEN/OFFICE iI
I, y r, !FDR.. ROOM r 1
- FI •\•� I I -
• - 11
O TO 5WITGH 8
LIGHT ABOVE -
I
6FlD I N I NCS ENTRNGE
PERMIT # _
/ ROOM 3 WP/ BUTTE COUNTY DEVELOPMEEi, ;ERVIC
-� --- &F1 REVIEWED FO
CODE COMPLIA
1 DATE I Y�I
II II
- _` ..
.-
COVERED PORCH - - ------ - - H.B.
1 ------------ ------------
---__--
------------- ----- n
- - - -
------
- -FOR CODE COMPLIAITCE
c C fl , 2u dpi
nInI�Q I mr.-rw ie.w PI bm _.. MIS AND ASSOCIATES
Revision:
Date:
Sy:
Qi
II -I-16
GS
N
�
r
H
�
W
E -I
�Uv=
1�1
U
@)
d
.,
0.
�
W
o
0
0
rW
V
�J
W
$-f
•
0
,col
O
nom\
W
I a
cd
•r-�
r -I
n
N
--
O
O
0
W �
CYD
0
4.1
AD
*
No. C21
3
N�
R N.
l/
LISTA
50N
2550
Date
'1 Sept.
2016
Stale
Dm-
DAVID
S.
Job
I6-21-72
Sheet
Of
eight
Sheets
N\
ei
SECTION R327.3
STANDARDS OF QUALITY
R327.3.1 General. Building material, systems, assemblies and methods of construction used in this chapter shall be in accordance with Section R327.3.
R327.3.2 Qualification by testing. Material and material assemblies tested in accordance with the requirements of Section 703A shall be accepted for use when the
results and conditions of those tests are met. Product evaluation testing of material and material assemblies shall be approved or listed by the State Fire Marshal, or
identified in a current report issued by an approved agency.
R327.3.3 Approved agency. Product evaluation testing shall be performed by an approved agency as defined in Section 1702. The scope of accreditation for the
approved agency shall include building product compliance with code.
R327.3.4 Labeling. Material and material assemblies tested in accordance with the requirements of section R327.3 sl bear an identification label showing the fire test
results. That identification label shall be issued by a testing and/or inspecting agency approved by the State Fire Marshal.
1. Identification mark of the approved testing and/or inspecting agency.
2. Contact and identification information of the manufacturer.
3. Model number or identification of the product or material.
4. Pre-test weathering specified in this chapter.
5. Compliance standard as described under Section R327.3.7.
R327.3.5 Weathering and surface treatment protection.
R327.3.5.1 General. Material and material assemblies tested in accordance with the requirements of Section 703A shalll maintain their fire test performance under
conditions of use when installed in accordance with the manufacturers instructions.
R327.3.5.2 Weathering. Fire -retardant -treated wood and fire -retardant -treated wood shingles and shakes shall meet the fire test performance requirements of this
chapter after being subjected to the weathering conditions contained in the following standards, as applicable to the materials and the conditions of use.
R327.3.5.2.1 Fire -retardant -treated wood. Fire -retardant -treated wood shall be tested in accordance with ASTM D 2898, "Standard Practice for Accelerated
Weathering of Fire -Retardant Treated Wood for Fire Testing (Method A)" and the requirements of Section 2303.2.
R327.3.5.2.2 Fire -retardant -treated wood shingles and shakes. Fire -retardant -treated wood shingles and shakes shall be approved and listed by the State Fire
Marshal in accordance with Section 208(c), Title 19 California Code of Regulations.
R327.3.5.3 Surface treatment protection. The use of paints, coatings, stains, or other surface treatments are not an approved method of protection as required in this
section.
R327.3.6 Alternates for materials, design, tests and methods of construction. The enforcing agency is permitted to imodify the provisions of this chapter for
site-specific conditions in accordance with Section 1.11.2.4. When required by the enforcing agency for the purposes of granting modifications, a fire protection plan shall
be submitted in accordance with the California Fire Code, Chapter 49.
R327.3.7 Standards of quality. The State Fire Marshal standards for exterior wildfire exposure protection listed below and as referenced in this chapter are located in
the California Referenced Standards Code, Part 12 and Chapter 35 of this code.
SFM Standard 12-7A-1, Exterior Wall Siding and Sheathing. A fire resistance test standard consisting of a 150 kW intensity direct flame exposure for a 10 minutes
duration.
Sill St,
andard 12-7A-2 Exterior Windows. 'A fire resistance test standard consisting of a 150 kW intensity direct flame exposure for a 8 minutes duration.
Sill Standard 12-7A-3, Horizontal Projection Underside A fire resistance test standard consisting of a 300 kW intensity direct flame exposure for a 10 minute duration.
Sll Standard 12-7A-4, Decking. A two-part test consisting of a heat release rate (Part A) deck assembly combustion test with an under deck exposure of 80kW
intensity direct flame for a 3 minute duration, and a (Part B) sustained deck assembly combustion test consisting of a deck upper surface burning ember exposure with a
12 mph wind for 40 minutes using a 2.2 Ib (1 kg) burning "Class A" size 12" x 12" x 2.25" (300 mm x 300 mm x 57 mm) roof test brand.
Sill Standard 12 -7A -4A, Decking Alternate Method A. A heat release rate deck assembly combustion test with an under deck exposure of 80 kW intensity direct flame
for a 3 minute duration.
Sil Standard 12-7A-5, Ignition -Resistant Material. A generic building material surface burning flame spread test standard consisting of an extended 30 minute ASTM
E84 or UL 723 test method as is used for Fire -Retardant -Treated wood.
SECTION R327.4
IGNITION RESISTANT CONSTRUCTION
R327.4.1 General. The materials prescribed herein for ignition resistance shall conform to the requirements of this chapter.
R327.4.2 Ignition -resistant material. Ignition -resistant material shall be determined in accordance with the test procedures set forth in SFM Standard 12-7A-5
"Ignition -Resistant Material" or in accordance with this section.
R327.4.3 Alternative methods for determining Ignition -resistant material. Any one of the following shall be accepted as meeting the definition of ignition -resistant
material:
1. Noncombustible material. Material that complies with the definition for noncombustible materials in Section 202
2. Fire -retardant -treated wood. Fire -retardant -treated wood identified for exterior use that complies with the requirements of Section 2303.2 of the California Building
Code.
3. Fire -retardant -treated wood shingles and shakes. Fire -retardant -treated wood shingles and shakes, as defined in Section 1505.6 of the California Building Code
and listed by State Fire Marshal for use as "Class B" roof covering, shall be accepted as an Ignition -resistant wall covering material when installed over solid
sheathing.
SECTION R327.5
ROOFING
R327.5.1 General. Roofs shall comply with the requirements of Sections R327 and R902. Roofs shall have a roofing assembly installed in accordance with its listing and
the manufacturer's installation instructions.
R327.5.2 Roof coverings. Where the roof profile allows a space between the roof covering and roof decking, the spaces shall be constructed to prevent the intrusion of
flames and embers, be firestopped with approved materials or have one layer of minimum 72 pound (32.4 kg) mineral -surfaced nonperforated cap sheet complying with
ASTM D 3909 installed over the combustible decking.
R327.5.3 Roof valleys. Where valley flashing is installed, the flashing shall be not less than 0.019 -inch (0.48 mm) No. 26 gage galvanized sheet corrosion -resistant
metal installed over not less than one layer of minimum 72 -pound (32.4 kg) mineral -surfaced nonperforated cap sheet complying with ASTM D 3909, at least 36 -inch -vide
(914mm) running the full length of the valley.
R327.5.4 Roof gutters. Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter.
SECTION R327.6
VENTS
R327.6.1 General. Where provided, ventilation openings for enclosed attics, enclosed eave soffit spaces, enclosed rafter spaces formed where ceilings are applied
directly to the underside of roof rafters, and underfloor ventilation shall be in accordance with Section 1203 of the California Building Code and Sections R327.6.1 through
R327.6.3 of this section to resist building ignition from the intrusion of burning embers and flame through the ventilation opening.
R327.6.2 Requirements. Ventilation openings for enclosed attics, enclosed eave soffit spaces, enclosed rafter spaces formed where ceilings are applied directly to the
underside of roof rafters, and underfloor ventilation openings shall be fully covered with metal wire mesh, vents, other materials, or other devices that meet the following
requirements:
1. The dimensions of the openings therein shall be a minimum of 1/16 inch (1.6 mm) and shall not exceed 1/8 inch (3.2 mm).
2. The materials used shall be noncombustble.
Exception: Vents located under the roof covering, along the ridge of roofs, with the exposed surface of the vent covered by noncombustible wire mesh, may be of
combustible materials.
3. The materials used shall be corrosion resistant.
R327.6.3 Ventilation openings on the underside of eaves and cornices. Vents shall not be installed on the underside of eaves and cornices.
Exceptions:
1. The enforcing agency may accept or approve special eave and cornice vents that resist the intrusion of flame and burning embers.
2. Vents complying with the requirements of Section R327.6.2 may be installed on the underside of eaves and cornices in accordance with either one of the following
conditions:
2A.The attic space being ventilated is fully protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 of the California Building
Code or,
2.2.The exterior wall covering and exposed underside of the eave are of noncombustible material, or ignition -resistant -materials as determined in accordance with
SFM Standard 12-7A-5 Ignition -Resistant Material and the vent is located more than 12 feet from the ground or walking surface of a deck, porch, patio, or
similar surface.
SECTION R327.7
SECTION 327.8
EXTERIOR COVERING
EXTERIOR WINDOWS AND DOORS
R327.7.1 Scope. The provisions of this section shall govern the materials and construction methods used to resist building ignition and/or safeguard against the intrusion
R327.8.1 General.
of flames resulting from small ember and short-term direct flame contact exposure.
R327.8.2 Exterior glazing. The following exterior glazing materials and/or assemblies shall comply with this section:
R327.7.2 General. The following exterior covering materials and/or assemblies shall comply with this section:
1. Exterior window.
1. Exterior wall covering material.
2. Exterior glazed doors.
2. Exterior wall assembly.
3. Glazed openings within exterior doors.
3. Exterior exposed underside of roof eave overhangs,
4. Glazed openings within exterior garage door.
4. Exterior exposed underside of roof eave soffits.
5. Exterior structural glass veneer.
5. Exposed underside of exterior porch ceilings.
R327.8,2.1 Exterior windows and exterior glazed door assembly requirements. Exterior windows and exterior glazed door assemblies shall comply with one of the
6. Exterior exposed underside of floor projections.
following requirements:
7. Exterior underfloor areas.
1. Be constructed of multiple glazing with a minimum of one tempered pane meeting the requirements of Section 2406 Safety Glazing, or
Exceptions:
2. Be constructed of glass block units, or
1.1. Exterior wall architectural trim, embellishments, fascias and gutters.
3. Have a fire -resistance rating of not less than 20 minutes when tested according to NFPA 257, or
1.2.Roof or wall top cornice projections and similar assemblies.
4. Be tested to meet the performance requirements of SFM Standard 12-7A-2.
1.3.Roof assembly projections over gable end walls.
R32Z8.2.2 Structural glass veneer. The wall assembly behind structural glass veneer shall comply with section R327.7.3.
1.4. Solid wood rafter tails and solid wood blocking installed between rafters having minimum dimension 2 inch (50.8 mm) nominal.
R32Z8.3 Exterior doors. Exterior doors shall comply with one of the following:
1.5. Deck walking surfaces shall comply with Section R327.9 only.
1. The exterior surface or cladding shall be of noncombustible or Ignition -resistant material, or
R327.7.3 Exterior walls. The exterior wall covering or wall assembly shall comply with one of the following requirements:
2. Shall be constructed of solid core wood that comply with the following requirements:
1. Noncombustible material.
2.1.Stiles and rails shall not be less than 1 3/8 inches thick
,o
y
2.2.Raised panel shall not be less than 1 1/4 inches thick, except for the exterior perimeter of the raised panel that may taper to a tongue not less than 3/8 inch
2. Ignition -Resistant material.
thick.
3. Heavy timber exterior wall assembly.
3. Shall have a fire -resistance Hating of not less than 20 minutes when tested according to NFPA 252.
4. Lo watt construction assembly.
9
4. Shall be tested to meet the performance requirements of SFM Standard 12-7A-1.
5. Wall assemblies that meet the performance criteria in accordance with the test procedures for a 10 -minute direct flame contact exposure test set forth in SFM
U
Standard 12-7A-1.
R32Z8.3.1 Exterior door glazing. Glazing in exterior doors shall comply with Section 708A.2.1.
Exception: Any of the following shall be deemed to meet the assembly performance criteria and intent of this section:
SECTION R327.9
1.1:0ne layer of 5/8 -inch Type X gypsum sheathing applied behind the exterior covering or cladding on the exterior side of the framing.
DECKING
1.2.The exterior portion of a 1 -hour fire resistive exterior wall assembly designed for exterior fire exposure including assemblies using the gypsum panel and
R327.9.1 General. The walking surface material of decks, porches, balconies and stairs shall comply with the requirements of this section.
sheathing products listed in the Gypsum Association Fire Resistance Design Manual.
R327.9.2 Where required. The walking surface material of decks, porches, balconies and stairs shall comply with the requirements of this section when any portion of
R327.7.3.1 Extent of exterior wall covering. Exterior wall coverings shall extend from the top of the foundation to the roof, and terminate at 2 inch (50.8 mm) nominal
such surface is within 10 feet (3048 mm) of the building.
solid wood blocking between rafters at all roof overhangs, or in the case of enclosed eaves, terminate at the enclosure.
R327.9.3 Deckling surfaces. The walking surface material of decks, porches, balconies and stairs shall be constructed with one of the following materials:
R327.7.4 Open roof eaves. The exposed roof deck on the underside of unenclosed roof eaves shall consist of one of the following:
1. Ignition -resistant material that complies with the performance requirement of both. SFM Standard 12-7A-4 and SFM Standard 12-7A-5.
1. Noncombustible material.
2. Exterior fire retardant treated wood.
2. ignition -Resistant material.
3. Noncombustible material.
3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside exterior of the roof deck.
4. Any material that complies with the performance requirements of SFM Standard 12 -7A -4A when attached exterior wall covering is also either noncombustible or
4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the roof deck designed for exteriorfire exposure including
ignition -resistant material.
assemblies usingthe sum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual.
9YP P 9 P Yp
when he decking surface material complies with the performance
Exception: Wall material may be of any material that otherwise complies with this chapter wh t g P
Exceptions: The following materials do not require protection:
requirement ASTM E 84 with a. Class B flame spread rating.
1.1. Solid wood rafter tails on the exposed underside of open roof eaves having a minimum nominal dimension of 2 inch (50.8 mm).
SECTION R327.10
1.2. Solid wood blocking installed between rafter tails on the exposed underside of open roof eaves having a minimum nominal dimension of 2 inch (50.8mm).
ACCESSORY STRUCTURES
Gable end overhangs and roof assembl rojections be and an exterior wall other than at the lower end of the rafter tails.
1.3. Y projections Y9
R327.10.1 General. Accessory and miscellaneous structures, other than buildings covered by Section 701A.3, which pose a significant exterior exposure hazard to
W
applicable buildings during wildfires shall be constructed to conform to the ignition resistance requirements of this section.
1.4. Fascia and other architectural trim boards.
R3 2 The provisions of this section shall apply to trellises, arbors, patio covers, carports, gazebos, and similar structures of an accessory or
R327.7.5 Enclosed roof eaves and roof eave soffits. The exposed underside of enclosed roof eaves having either a boxed -in roof eave soffit with a horizontal
P
ousApplicability.character.
miscellaneous cha
cella
underside, or sloping rafter', tails with an exterior covering applied to the underside of the rafter tails, shall be protected by one of the following:
Exceptions
1. Noncombustible material.
1. Decks shall comply with the requirements of Section 709A.
2. Ignition -Resistant material.
2. Awnings and canopies shall comply with the requirements of Section 3105.
3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside of the rafter tails or soffit.
R327.10.3 Where required. Accessory structures shall comply with the requirements of this section.
4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the rafter tails or soffit including assemblies using the gypsum panel
and sheathing products listed in the Gypsum Association Fire Resistance Design Manual
R327.10.3.1 Attached accessory structures shall comply with the requirements of this section.
5. Boxed -in roof eave soffit assemblies with a horizontal underside that meet the performance criteria in accordance with the test procedures setforth in SFM
R327.10.3.2 When required by the enforcing agency, detached accessory structures within 50 feet of an applicable building shall comply with the requirements of this
Standard 12-7A-3.
section.
Exceptions: The following materials do not require protection:
R327.10.4. Requirements. When required by the enforcing agency accessory structures shall be constructed of noncombustible or ignition -resistant materials.
1A.Gable end overhangs and roof assembly projections beyond an exterior wall other than at the lower end of the rafter tails.
H
1.2.Fascia and other architectural trim boards.
R327.7.6 Exterior porch ceilings. The exposed underside of exterior porch ceilings shall be protected by one of the following:
1. Noncombustible material.
2. Ignition -Resistant material.
3. One layer of 5/8 -inch Type X gypsum sheathing applied behind the exterior covering on the underside of the ceiling.
4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the ceiling assembly including assemblies using the gypsum panel
^1.4
H
and sheathing products listed in the Gypsum Association Fire Resistance Design Manual
5. Porch ceiling assemblies with a horizontal underside that meet the performance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3.
Exception: Architectural trim boards.
H
R327.7ZFloor projections. The exposed underside of a cantilevered floor projection where a floor assembly extends over an exterior wall shall be protected by one of
AACA/T��a
the following:
1. Noncombustible material.
No. C21
2. Ignition -Resistant material.
REN.
3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside of the floor projection.
4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the floor projection including assemblies using the gypsum panel and
sheathing products listed in the Gypsum Association Fire Resistance Design Manual
LDLANC)
5. The underside of a floor projection assembly that meet the performance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3.
Exception: Architectural trim boards.
R327.7.8 Underfloor protection. The underfloor area of elevated or overhanging buildings shall be enclosed to grade in accordance with the requirements of this
TERPA(l
chapter or the underside of the exposed underfloor shall consist of one of the following:
Date
2014
1. Noncombustible material.
Scale
2. Ignition -Resistant material.
3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside of the floor projection.
4: The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the floor including assemblies using the gypsum panel and sheathing
Job
products listed in the Gypsum Association Fire Resistance Design Manual
5. The underside of a floor assembly that meets the performance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3.
Exception: Heavy -timber structural columns and beams do not require protection.
wul
R327.7.8 Underside of appendages. When required by the enforcing agency the underside of overhanging appendages shall be enclosed to grade in accordance with
PERMIT #
the requirements of this chapter or the underside of the exposed underfloor shall consist of one of the following:
C�
BUUTTE COUNTY DEVELOPMENT SERVICES
BUTTE
1. Noncombustible material.
REVIEWED FOR
CODE COMPLIANCE
2. Ignition -Resistant material.
the the floor projection.
C.
DATE - i c7 i -.-. BY__
3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on underside of
4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the floor including assemblies using the gypsum panel and sheathing
products listed in the Gypsum Association Fire Resistance Design Manual,
5. The underside of a floor assembly that meets the performance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3.
REVIEWED
FOR CODE COMPLIANCE
Excention: Heaw-timber structural columns and beams do not reauire orotection.
DEC A 1 `00
`ARB AND ASSOCIATE$
Revision:
Date:
By:
`N
I
I
l
•
W
N �+
�
,o
y
H
�
U
V V
U
V
�
N
�1
Q
0
00
M
W
r�
W
H
m�
F�--i
H
^1.4
H
H
AACA/T��a
�C
*
v�
No. C21
83
REN.
17
LDLANC)
URBAN
TERPA(l
Date
2014
Scale
Dram
Job
Sheet
wul
Of
Sheets
TITLE 24 MANDATOR)' MEASURES
G-7
BUILDING ENVELOPE MEASURES
I. DOORS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL BE MANUFACTURED TO LIMIT AIR LEAKAGE.
2. FENESTRATION PRODUCTS (EXCEPT FIELD -FABRICATED WINDOWS) SHALL HAVE A LABEL LISTING THE CERTIFIED U -FACTOR, CERTIFIED SOLAR HEAT GAIN COEFFICIENT (SHGG), AND
INFILTRATION THAT MEETS THE REWREMENTS OF §I0-I11(a).
5. EXTERIOR DOORS AND HINDOW5 SHALL BE WEATHER-STRIPPED; ALL JOINTS AND PENETRATIONS CAULKED AND SEALED.
4. INSULATION SPECIFIED OR INSTALLED SHALL MEET STANDARDS FOR INSULATING MATERIAL. INDICATE TYPE AND INCLUDE ON GF -61R FORM.
5. THE THERMAL EMITTANGE AND SOLAR REFLECTANCE VALUES OF THE COOL ROOFING MATERIAL MEETS THE REQUIREMENTS OF §110.8(1) WHEN THE INSTALLATION OF A COOL ROOF 15
SFEGIFIED ON THE GF -IR FORM
6. A RADIANT BARRIER SHALL HAVE AN EMITTANGE OF 0.05 OR LESS WHEN THE INSTALLATION OF A RADIANT BARRIER 15 SPECIFIED ON THE CFIR"
T. L005E FILL INSULATION SHALL CONFORM WITH MANUFACTURER'S INSTALLED DESIGN LABELED R -VALUE
FIREPLACES DECORATIVE GAS APPLIANGE5 AND 6A5 LOG MEA5URE5:
I. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A CLOSABLE METAL OR GLA55 DOOR COVERING THE ENTIRE OPENING OF THE FIREBOX.
2. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A COMBUSTION OUTSIDE AIR INTAKE, WHICH 15 AT LEAST SIX SQUARE INCHES IN AREA AND 15 EQUIPPED w/ A READILY ACCE5515LE,
OPERABLE, AND TIGHT -FITTING DAMPER AND OR A COMBUSTION -AIR CONTROL DEVICE.
3. MASONRY OR FACTORY -BUILT FIREPLACES HAVE A FLUE DAMPER WITH A READILY ACCESSIBLE CONTROL"
4. CONTINUOUS BURNING PILOT LIOHT5 AND THE USE OF INDOOR AIR FOR COOLING A FIREBOX JACKET, WHEN THAT INDOOR AIR IS VENTED TO THE OUTSIDE OF THE BUILDING, ARE PROHIBITED.
5PACE CONDITIONING, WATER HEATING AND PLUMBING 5Y57EM MEA5U117,E5
1. HVAC EQUIPMENT, WATER HEATERS, SHOWERHEAD5, FAUCETS AND ALL OTHER REGULATED APPLIANCES SHALL BE CERTIFIED BY THE ENERGY COMMISSION.
2. WATER HEATER RECIRCULATION LOOPS SERVING MULTIPLE UNITS MEET THE AIR RELEASE VALVE, BACKFLOW PREVENTION, PUMP ISOLATION VALVE, AND RECIRCULATION LOOP CONNECTION
REQUIREMENTS.
3. CONTINUOUSLY BURNING PILOT LIGHTS ARE PROHIBITED FOR NATURAL GA5: FAN -TYPE CENTRAL FURNACES, HOUSEHOLD COOKING APPLIANCES (APPLIANCES WOUT AN ELECTRICAL SUPPLY
VOLTAGE CONNECTION w PILOT LIGHTS THAT CONSUME LESS THAN 150 Btu/hr ARE EXEMPT), AND POOL AND SPA HEATERS.
4. HEATING AND/OR COOLING LOAD5 SHALL BE CALCULATED IN ACCORDANCE w/ ASHRAE, SMAGNA OR ACCA.
5. INSTALLED AIR CONDITIONER AND HEAT PUMP OUTDOOR CONDENSING UNITS SHALL HAVE A CLEARANCE OF AT LEAST 5' FROM THE OUTLET OF ANY DRYER VENT.
6. HEATING SYSTEMS SHALL BE EQUIPPED W THERMOSTATS THAT MEET THE SETBACK REQUIREMENTS OF SECTION 1102(0).
O FEDERAL MINIMAL STANDARD SHALL BE EXTERNALLY WRAFPED INSULATION HAVING AN
1. 5T RAGE OAS WATER HEATERS RATED w/ AN ENERGY FACTOR NO GREATER THAN THE FED W/
INSTALLED THERMAL RESISTANCE OF R-12 OR GREATER.
8. UNFIRED HOT HATER TANKS, SUCH AS STORAGE TANKS AND BACKUP 5TORAOE TANKS FOR SOLAR WATER -HEATING SYSTEMS, HAVE R-12 EXTERNALINSULATION OR R -I6 INTERNAL
INSULATION R -VALUE 15 INDICATED ON THE EXTERIOR OF THE TANK.
4. FIRST 5 FT. OF HOT AND GOLD HATER PIPES CLOSEST TO HATER HEATER TANK, ALL FIFING WITH A NOMINAL DIAMETER OF 4 OR LARGER, ALL PIPING ASSOCIATED w/ A DOMESTIC HOT
HATER RECIRCULATION SYSTEM REGARDLESS OF THE PIPE DIAMETER, PIPING FROM THE HEATING SOURCE TO STORAGE TANKS, PIPING BURIED BELOW GRADE, AND ALL HOT WATER PIPES
FROM, THE HEATING SOURCE TO KITCHEN FIXTURES MUST BE INSULATED ACCORDING TO THE REQUIREMENTS TABLE 120.3-A.
10. ALL DOMESTIC HOT HATER PIPES THAT ARE BURIED BELOW GRADE MUST BE INSTALLED IN A HATER PROOF AND NON -CRUSHABLE CASING OR SLEEVE THAT ALLOWS FOR INSTALLATION,
REMOVAL, AND REPLACEMENT OF THE ENCLOSED PIPE AND INSULATION.
11. PIPE FOR COOLING SYSTEM LINES SHALL BE INSULATED AS SPECIFIED IN §150.0(J)2A. PIFINO INSULATION FOR STEAM AND HYDRONIC HEATING SYSTEMS OR HOT WATER SYSTEMS WITH
PRESSURE >15 psig SHALL MEET THE REOUIREMENT5 IN TABLE 120.3-A.
12. INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND.
13. INSULATION EXF05ED TO WEATHER SHALL EITHER BE RATED FOR OUTDOOR USE OR INSTALLED WITH A COVER SUITABLE FOR OUTDOOR SERVICE.
14. INSULATION FOR CHILLED WATER PIPING AND REFRIGERANT SUCTION LINES SHALL INCLUDE A VAPOR RETARDANT OR BE ENCLOSED ENTIRELY IN CONDITIONED SPACE.
15. SYSTEMS U51NO GAS OR PROPANE HATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE: A 120V ELECTRICAL RECEPTACLE WITHIN 3' OF THE HATER HEATER; A
CATEGORY III OR IV VENT, OR A TYPE B VENT WITH A STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER IS INSTALLED; A CONDENSATE DRAIN
THAT IS NOT MORE THAT 2" HIGHER THAT THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE; AND A GAS SUPPLY LINE WITH A
CAPACITY OF AT LEAST 200,000 BTU/HR.
I6. RECIRCULATING LOOPS SERVING MULTIPLE DWELLING UNITS SHALL MEET THE REOUIREMENT5 OF §I10.3(c)5
17. SOLAR WATER -HEATING SYSTEMS AND COLLECTORS SHALL BE GERTIFIED AND RATED BY THE SOLAR RATINGS AND CERTIFICATION CORPORATION OR BY A TESTING AGENCY APPROVED
BY THE EXECUTIVE DIRECTOR.
DUCTS AND FAN MEASURES:
1. ALL AIR-D15TRIBUTION SYSTEM DUSTS AND PLENUMS INSTALLED, ARE SEALED AND INSULATED TO MEET THE REQUIREMENTS OF GMG SECTIONS 601, 602, 603, 604, 605 AND
AN51/5MAGNA-006-2006 HVAC DUST CONSTRUCTION STANDARDS METAL AND FLEXIBLE 3rd ADDITION. SUPPLY -AIR AND RETURN -AIR DUCTS AND PLENUMS ARE INSULATED TO A MINIMUM
INSTALLED LEVEL OF R-6.0 OR ENCLOSED ENTIRELY IN CONDITIONED SPACE AS CONFIRMED THROUGH FIELD VERIFICATION AND DIAON05TIC TE5TINO. CONNECTIONS OF METALS DUCTS
AND INNER GORE OF FLEXIBLE DUCTS ARE MECHANICALLY FASTENED. OFENIN65 SHALL BE SEALED w/ MASTIC, TAPE OR OTHER DUCT CLOSURE SYSTEM THAT MEETS THE APPLICABLE
REQUIREMENTS OF UL -ISI, UL INA, OR UL 14,515 OR AEROSOL SEALANT THAT MEETS THE REQUIREMENTS OF UL '723. IF MASTIC OR TAPE 15 USED TO SEAL OPENINGS GREATER THAN Y4 INCH,
THE COMBINATION OF MASTIC AND EITHER MESH OR TAPE SHALL BE USED.
2. BUILDING CAVITIES, SUPPORT PLATFORMS FOR AIR HANDLERS, AND PLENUMS DEFINED OR CONSTRUCTED w/ MATERIALS OTHER THAN SEALED SHEET METAL, DUCT BOARD OR FLEXIBLE DUST
SHALL NOT BE USED FOR CONVEYING CONDITIONED AIR. BUILDING CAVITIES AND SUPPORT PLATFORMS MAY CONTAIN DUSTS. DUSTS INSTALLED IN CAVITIES AND SUPPORT PLATFORMS
SHALL NOT BE COMPRESSED TO CAUSE REDUCTIONS IN THE CROSS-SECTIONAL AREA OF THE DUSTS.
3. FACTOR FABRICATED DUST SYSTEMS SHALL COMPLY w/ 5PEGIFIED FOR DUCT CONSTRUCTION, AND CLOSURES; JOINTS AND SEAMS OF DUST SYSTEMS AND THEIR COMPONENTS SHALL NOT
BE SEALED w/ CLOTH BACK RUBBER ADHESIVE DUCT TAPES UNLESS SUCH TAPE 15 USED IN COMBINATION w/ MA5TIG AND DRAW BONDS.
4. FIELD FABRICATED DUCT SYSTEMS SHALL COMPLY w/ REOUIREMENT5 FOR DUST CONSTRUCTION, CONNECTIONS, AND CLOSURES, AND OTHER REQUIREMENTS SPECIFIED FOR DUCT
CONSTRUCTION DUCT INSULATION R -VALUE RATING; DUCT INSULATION THICKNESS; AND DUCT LABELING.
5. ALL FAN 5Y5TEM5 THAT EXCHANGE AIR BETWEEN ORIGINAL CONDITIONED SPACE AND THE OUTSIDE SHALL HAVE BACK DRAFT OR AUTOMATIC DAMPERS.
6. GRAVITY VENTILATING SYSTEMS SERVING CONDITIONED SPACE SHALL HAVE EITHER AUTOMATIC OR READILY ACCESSIBLE, MANUALLY OPERATED DAMPERS EXCEPT COMBUSTION INLET AND
OUTLET AIR OPENINGS AND ELEVATOR SHAFT VENT5.
T. INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND HIND, BUT NOT LIMITED TO THE FOLLOHINO; INSULATION
EXPOSED TO HEATHER SHALL BE SUITABLE FOR OUTDOOR SERVICE. CELLULAR FOAM INSULATION SHALL BE PROTECTED AS ABOVE OR PAINTED WITH A COATING THAT 15 WATER
RETARDANT AND PROVIDES SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL.
5. FLEXIBLE DUSTS CANNOT HAVE POROUS INNER CORES.
4. WHEN SPACE CONDITIONING SYSTEMS USE FORGED AIR SYSTEMS TO SUPPLY CONDITIONED AIR TO AN OCCUPIABLE SPACE, THE DUSTS SHALL BE SEALED AND DUST LEAKAGE TESTED, AS
CONFIRMED THROUGH FIELD VERIFICATION AND PIAON05TIC TE5TING, IN ACCORDANCE HITH REFERENCE RESIDENTIAL APPENDIX RA3.
10. MECHANICAL SYSTEMS THAT SUPPLY AIR TO AN OCCUPIABLE SPACE THROUGH DUCTWORK EXCEEDING 10' IN LENGTH AND THROUGH A THERMAL CONDITIONING COMPONENT, EXCEPT
REOUIREMENT5 OF 150.0(m)12.
EVAPORATIVE COOLERS, SHALL BE PROVIDED w/ AIR FILTERS DEVICES THAT MEET THER §
11. SPACE CONDITIONING SYSTEMS THAT UTILIZE FORGED AIR DUSTS TO SUPPLY COOLING TO AN OCCUPIABLE SPACE SHALL HAVE A HOLE FOR THE PLACEMENT OF A STATIC PRE55URE FR05E
(HSPP), OR A PERMANENTLY INSTALLED STATIC PRESSURE PROBE (PSPF) IN THE SUPPLY PLENUM" THE SPACE CONDITIONING SYSTEM MUST ALSO DEMONSTRATE AIRFLOW :50.5& W/GFM AS
CONFIRMED BY FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE W REFERENCE RESIDENTIAL APPENDIX RA -5.
U
12. ZONALLY CONTROLLED CENTRAL FORGED AIR COOLING SYSTEMS SHALL BE CAPABLE OF SIMULTANEOUSLY DEL IVER G IN IN EVERY ZONAL CONTROL MODE AND AIRFLOW FROM THE
DWELLING, THROUGH AIR HANDLER FAN AND DELIVERED TO THE DWELLING, OF 5 O 350 CFM PER TON F NOMINAL COOLINO CAPACITY AND OPERATING AT AN AIR -HANDLING UNIT FAN
EFFICACY OF 50.58 W/CFM A5 CONFIRMED BY FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE WITH REFERENCE APPENDIX RA3.
13. ALL DWELLING UNITS SHALL MEET THE REOUIREMENT5 OF A5HRAE STANDARD 62.2. NEITHER WINDOW OPERATION NOR CONTINUOUS OPERATION OF CENTRAL FORGED AIR SYSTEM AIR
HANDLERS USED IN CENTRAL FAN INTEGRATED VENTILATION SYSTEMS ARE PERMISSIBLE METHOD OF PROVIDING THE HHOLE BUILDING VENTILATION.
14. WHOLE BUILDING VENTILATION AIRFLOW SHALL BE CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE w/ REFERENCE RESIDENTIAL APPENDIX RA3.YAH
RESIDENTIAL LIGHTING MEASURES:
1. INSTALLED LUMINARIES SHALL BE CLASSIFIED AS HIGH -EFFICACY OR LOW -EFFICACY FOR COMPLIANCE WITH §150.0(k) IN ACCORDANCE WITH TABLE 150.0-A OR TABLE 150.05, AS
APPLICABLE.
2. WHEN A HIGH EFFICACY AND LOW EFFICACY LIGHTING SYSTEM ARE COMBINED IN A SINGLE LUMINAIRE, EACH SYSTEM SHALL SEPARATELY COMPLY WITH THE APPLICABLE PROVISIONS OF
§150.0(k).
3. THE WATTAGE AND CLASSIFICATION OF PERMANENTLY INSTALLED LUMINARIES IN RESIDENTIAL KITCHENS SHALL BE DETERMINED IN ACCORDANCE w/ §130.0(c). IN RESIDENTIAL KITCHENS,
THE WATTAGE OF ELECTRICAL BOXES FIN15HED w/ A BLANK COVER OR WHERE NO ELECTRICAL EQUIPMENT HAS BEEN INSTALLED, AND WHERE THE ELECTRICAL BOX CAN BE USED FOR A
LUMINAIRE OR A SURFACE MOUNTED CEILING FAN, SHALL BE CALCULATED AS 180 WATTS OR L
OW EFFICACY LIGHTING PER ELECTRICAL BOX.
4. BALLASTS FOR FLUORESCENT LAMPS RATED 13 WATTS OR GREATER SHALL BE ELECTRONIC AND SHALL HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 kHz.
5. PERMANENTLY INSTALLED NIGHT LIGHTS AND NIGHT INTEGRAL TO INSTALLED LUMINAIRE OR EXHAUST FAN SHALL BE RATED TO CONSUME NO MORE THAN FIVE WATTS OF POWER PER
LUMINAIRE OR EXHAUST FAN AS DETERMINED IN ACCORDANCE w/ §130.0(c). NIGHT LIGHTS DO NOT NEED TO BE CONTROLLED BY VACANCY SENSORS.
6. LIGHTING INTEGRAL TO EXHAUST FANS, IN ROOMS OTHER THAN KITCHENS, SHALL MEET THE APPLICABLE REQUIREMENTS OF §I50.0(k)
T. HIGH EFFICACY LUMINAIRES MUST BE 5NITCHED SEPARATELY FROM LOW EFFICACY LUMINAIRES.
8. EXHAUST FANS SHALL BE 5WITGHED SEPARATELY FROM LIGHTING SYSTEMS.
4. LUMINAIRES SHALL BE 5WITGHED w/ READILY AGCE55I61-E CONTROLS THAT PERMIT THE LIMINAIRES TO BE MANUALLY 5WITGHED ON AND OFF.
10. NO CONTROL SHALL BYPASS A DIMMER OR VACANCY SENSOR FUNCTION IF THE CONTROL IN INSTALLED TO COMPLY w/ §150.0(k).
11. LIGHTING CONTROLS COMPLY w/ APPLICABLE REOUIREMENT5 OF §110.4.
12. AN ENERGY -MANAGEMENT CONTROL SYSTEM (EMGS) MAY BE USED TO COMPLY W DIMMER REOUIREMENTS IF; IT FUNCTIONS AS A VACANCY SENSOR.
13. A MULTI5CENE PROGRAMMABLE CONTROLLER MAY BE USED w/ DIMMER REQUIREMENTS IF IT PROVIDES THE FUNCTIONALITY OF A DIMMER.
14. A MINIMUM OF 50 PERCENT OF THE TOTAL RATED WATTAGE OF PERMANENTLY INSTALLED LIGHTING IN KITCHENS SHALL BE HIGH EFFICACY.
15. KITCHEN LIGHTING INCLUDES ALL PERMANENTLY INSTALLED LIGHTING 1N THE KITCHEN EXCEPT INTERNAL LIGHTING IN CABINETS THAT ILLUMINATE ONLY THE IN51DE OF CABINETS, LIGHTING IN
AREAS ADJACENT TO THE KITCHEN, INCLUDING BUT NOT LIMITED TO DINING AND NOOK AREAS, ARE CONSIDERED KITCHEN LIGHTING IF THEY ARE NOT SEPARATELY SNITCHED FROM THE
KITCHEN LIGHTING.
16. PERMANENTLY INSTALLED LIGHTING THAT 15 INTERNAL TO CABINETS SHALL USE NO MORE THAN 20 WATTS OF POWER PER LINEAR FOOT OF ILLUMINATED CABINET.
1-1. A MINIMUM OF ONE HIGH EFFICACY LUMINAIRE SHALL BE INSTALLED IN EACH BATHROOM; AND ALL OTHER LIGHTING INSTALLED IN EACH BATHROOM SHALL BE HIGH EFFICACY OR
CONTROLLED BY VACANCY SENSOR.
15. PERMANENTLY INSTALLED LUMINAIRES IN ATTACHED AND DETACHED GARAOE5, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY, AND CONTROLLED BY VACANCY SENSORS.
14. PERMANENTLY INSTALLED LUMINAIRES LOCATED IN ROOMS OR AREAS OTHER THAN KITCHENS, BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY
LUMINAIRES, OR CONTROLLED BY EITHER DIMMERS OR VACANCY SENSORS.
20. LUMINAIRES RECESSED INTO INSULATED GEILIN05 SHALL BE LISTED FOR ZERO CLEARANCE INSULATION CONTACT (IG) BY UNDERWRITTEN LABORATORIES OR OTHER NATIONALLY RECOGNIZED
TE5TING/RATING LABORATORY; AND HAVE A LABEL THAT CERTIFIES THE LUMINAIRE 15 AIRTIGHT HIT AIR LEAKAGE LESS THEN 2.00FM AT 15 PASCALS WHEN TESTED IN ACCORDANCE WITH
ASTM E255; AND BE SEALED HITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING. FOR RECESSED COMPACT FLUORESCENT LUMINAIRES w/ BALLASTS TO QUALIFY AS
HIGH EFFICACY.
21. LUMINAIRES PROVIDING OUTDOOR LIGHTING, INGLUDNG LIGHTING FOR PRIVATE PATIOS IN LOH-RISE RESIDENTIAL BUILDINGS WITH FOUR OR MORE DWELLING UNITS, ENTRANCES, BALCONIES,
AND FORCHE5, WHICH ARE PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY.
EXCEPTION 1: PERMANENTLY INSTALLED OUTDOOR LOW EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THAT THEY ARE CONTROLLED BY A MANUAL-ON/OFF SWITCH, A MOTION
SENSOR NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLES THE MOTION SENSOR, AND ONE OF THE FOLLOWING CONTROLS: A PHOTOCONTROL NOT HAVING AN OVERRIDE OR
BYPASS SWITCH THAT DISABLES THE PHOTOCONTROL; OR AN ASTRONOMICAL TIME CLOCK NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLES THE ASTRONOMICAL TIME CLOCK;
OR AN ENERGY MANAGEMENT CONTROL SYSTEM (FMCS) NOT HAYING AN OVERRIDE OR BYPASS SWITCH THAT ALLOW5 THE LUMINAIRE TO BE ALWAYS ON.
EXCEPTION 2: OUTDOOR LUMINAIRES USED TO COMPLY HITH EXCEPTIONAL MAY BE CONTROLLED BY A TEMPORARY OVERRIDE SWITCH WHICH BYPASSES THE MOTION 5EN51NO FUNCTION
PROVIDED THAT THE MOTION SENSOR 15 AUTOMATICALLY REACTIVATED WITHIN SIX HOURS.
22. INTERNALLY ILLUMINATED ADDRESS 51GN5 SHALL COMPLY WITH SECTION 140.8; OR SHALL CONSUME NO MORE THAN 5 WATT5 OF POWER.
23. LIGHTING FOR PARKING LOTS AND CARPORTS WITH A TOTAL OF 8 OR MORE VEHICLES PER 517E SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS IN SECTIONS 130, 132, 134, AND 141.
LIGHTING FOR PARKING GARAGES FOR e, OR MORE VEHICLES SHALL COMPLY HITH THE APPLICABLE REGUIREMENT5 OF SECTIONS 130, 131, 134, AND 146.
24. PERMANENTLY INSTALLED LIGHTING IN THE ENCLOSED, NON DWELLING SPACES OF LOW-RISE RESIDENTIAL BUILDING WITH 4 OR MORE DWELLING UNITS SHALL BE H16H EFFICACY LUMINAIRES.
EXCEPTION: PERMANENTLY INSTALLED LOW EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THAT THEY ARE CONTROLLED BY AN OCCUPANT 5EN5OR(5) CERTIFIED TO COMPLY WITH
THE APPLICABLE REQUIREMENTS.
5OLAR READY BUILDIN05:
1. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A MINIMUM BU513AR RATING OF 200 AMPS.
2. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE 50LAR ELECTRIC
INSTALLATION. THE RESERVED SPACE SHALL BE: POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION, PERMANENTLY MARKED AS
"FOR FUTURE SOLAR ELECTRIC"
2013 CALGreen Residential Mandatory Measures
Planning and Design
4.106.2 - Storm Water Drainage and Retention - Projects which disturb less than one acre of soil and are not part of a
larger common plan of development shall manage storm water drainage during construction.
4"106.3 - Grading and Paving - Construction plans shall indicate how the site grading and drainage system will manage
all surface water flows to keep water from entering building.
Exception: Additions or alterations not altering the drainage path.
4.106.4.1- Electric Vehicle (EV) charging - For new constructed dwelling units, install a listed raceway to accommodate
a dedicated 208/240 -volt branch circuit. The raceway shall not be less than trade size )(nominal 1 -inch inside
diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box
or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be
continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall
Provide capacity to install a 40 -ampere minimum dedicated branch circuit ands aces reserved to permit
installation of a branch circuit overcurrent protective device. The service panel or subpanel circuit directory shall
identify the overcurrent protective device spaces(s) reserved for future EV charging as "EV CAPABLE". The raceway
termination location shall be permanently and visibly marked as "EV CAPABLE".
Energy Efficiency
4.201.1-5.201.1- Low-rise residential (Section 4.201.1) and high-rise residential/hotel/motel (Section 5.201.1) building
shall meet or exceed the minimum standards design required by the California Energy Standards. Standards for
residential buildings do not require compliance with levels of minimum energy efficiency beyond those required by
the 2013 California Energy Code.
Water Efficiency and Conservation
Indoor Use-
4.303.1- Water Conserving Plumbing Fixtures and Fittings. - Plumbing fixtures and fittings shall comply with the
following:
4.303.1.1 - Water closets flush volume shall not exceed 1.28 gals per flush.
4.303.1.2 - Urinals flush volume shall not exceed 0.5 gals per flush.
4.303.1.3.1- Single showerheads shall have a maximum flow rate of not more than 2.0 gpm.
4.303.1.3.2 - Multiple showerheads shall have a combined flow rate of all showerheads and/or shower outlets
controlled by a single valve shall not exceed 2.0 gpm or only one shower outlet to be in operation at a time.
4.303.1.4.1- Residential lavatory faucets maximum flow rate shall not exceed 1.2 gpm. The minimum flow rate shall
not be less than 0.8 gpm.
4.303.1.4.2 -Lavatory faucets in common and public areas of residential buildings shall not exceed 0.5 gpm.
4.303.1.4.3 - Metering faucets shall not deliver more than 0.25 gals per cycle.
4.303.1.4.4 - Kitchen faucets maximum flow rate shall not exceed 1.8 gpm. Kitchen faucets may temporarily increase
the flow above the maximum rate, but not to exceed 2.2 gpm.
Note: When complying faucets are unavailable, aerators or other means may be used to achieve reduction.
4.303.2 - Plumbing fixtures and fittings shall be installed in accordance with the Plumbing Code.
Outdoor Use -
4.304.1- Irrigation Controllers - Automatic irrigation system controllers for landscaping by the builder and installed at
the time of final inspection shall comply with the following:
1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to
changes in plant watering needs as weather or soil conditions change.
2. Weather -based controllers without integral rain sensors or communication systems that account for rainfall shall
have a separate wired or wireless rain sensor which connects or communicates with the controller(s).
Material Conservation and Resource Efficiency
4.406.1- Rodent Proofing - Annular spaces around pipes, electric cables, or other openings in sole/bottom plates at
exterior walls shall be closed with cement mortar, concrete mason or a similar method acceptable to the enforcing
masonry p 8
agency to prevent passage of rodents.
4.408.1- Construction Waste Reduction of at least 50%- A minimum of 50•O/ of the construction waste generated at
site is diverted to recycle or salvage.
4.408.2 Construction Waste Management Plan - Submit a construction waste management plan meeting items 1-5 in
Section 4.408.2. Plans shall be undated as necessary and shall be available for examination during construction.
4.408.3 - Waste Management Company - Utilize a waste management company, approved by the enforcing agency,
cY,
which canP rovide verifiable documentation that diverted construction and demolition waste materials meet the
requirements in Section 4.408.1.
4.408.4 - Waste Stream Reduction Alternative - Generate a total combined weight of construction and demolition
waste disposed in landfills that is equal to or less than 4 lbs per sq. ft. of the building area.
4.408.4.1- Waste Stream Reduction Alternative (High -Rise Residential) - Generate a total combined weight of
construction and demolition waste disposed in landfills that is equal to or less than 2lbs per sq, ft. of the building
area.
4.410.1- Operation & Maintenance Manual - An operation and maintenance manual shall be provided to the building
owner or occupant.
Environmental Quality
4.503.1 General - Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove
or pellet stove shall comply with US EPA Phase II emission limits where applicable. Woodstoves, pellet stoves, and
fireplaces shall also comply with applicable local ordinances.
4.504.1 Coverings of Duct Openings and Protection of Mechanical Equipment during Construction - Duct openings and
other related air distribution component openings shall be covered during construction.
4.504.2.1 -Adhesives, Sealants and Caulks - Shall be compliant with VOC and other toxic compounds limits.
4.504.2.2 - Paints and Coatings - Shall be compliant with VOC limits.
4.504.2.3 - Aerosol Paints and Coatings - Shall be compliant with product weighted MIR limits for ROC and other toxic
compounds.
4.504.3 - Carpet Systems - Shall be compliant with VOC limits.
4.504.4 - Resilient Flooring Systems - 80% of floor areas receiving resilient flooring shall comply with the VOC -
emission limits defined in the Collaborative for High Performance Schools (CHIPS) Low -emitting Materials List or to
be certified under the Resilient Floor Covering Institute (RFCI).FIOOrScore Program.
4.504.5 - Composite Wood Products - Particleboard, medium density fiberboard (MDF) and hardwood plywood used in
interior finish systems shall comply with low formaldehyde emission standards.
4.505.2 - Concrete Slab Foundations - A vapor retarder and capillary break is installed at slab on grade foundations.
4.505.3 - Moisture Content of Building Materials - Wall and floor framing materials shall be checked before enclosure.
4.506.1- Bathroom Exhaust Fans - Exhaust fans which terminate outside the building are provided in every bathroom.
4.507.2 - Heating and Air Conditioning System Design - Duct systems are sized , designed, and equipment selected
using the following methods: 1. Establish heat loss and heat gain values according to ACCA Manual J or equivalent.
2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment
according to ACCA 36-S (Manual S) or equivalent.
Installed & Special Inspection Qualifications
702.1- HVAC system installers are trained and certified in the proper installation of HVAC systems and equipment.
702.2 Special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the
discipline in which they are inspecting.
703.1- Documentation - Verification of compliance with the code may include construction documents, plans,
specifications, builder or installer certification, inspection reports, or other methods of acceptable to the enforcing
agency which show substantial conformance.
TABLE 4" (.t
,ADHESIVE� LIMIT"
L4r4 WoUeerid Lcom FymptCon,pM md4 Ili Ghali" porLitor
ATI:CHI ECTUIR19.LAPPLICATIONS
UPPrt4T VOCLIMFT
Tt1amcar Poottdloiars
-
Ca *f l2d tadh astatias .
760
r 5utclo nr ".et adhi�sivd
Till
A4"oad ienadcsp inn
foo
Rubber floor hs hc6hL
ix
,Suhflbar
ASI
LAeramic-Llh? dheAves
Riltu ttn"ua n7r E ccatinas
4'C"f and as halt tilt. adhcshvs
5f)'
l�rti^�Li91 �n:�
cl,R)
ylal��ih�siw:
r�irw twm 041 ik'lt ives
760
1ltulri :u' _ * ct r srou ion adh �lsvrr
70
Structural pla7i0v idhesinzs
Ir:.fl
Sin Oc :Ir'roy,finenhrartm3limive5
1250
1�aLhsrttdla4as+:�tJ�L �`c"ifl�llllisd�.i
',
SPECI4I.TY 1J PLIC TTMJ
�"J
PVC w1di
`_S ICI
:Pvf-- weldi ng
41"71
ABS V-didino
35,275
PIasticc~cament,i idlin"
230
AdticTivV7 nrirwwrfor b1zistic
1550
t«, mucl idh nil "
P'
E
Sf'i:ixil. 'Q .. Q,.b €�Sniarl 3tf{iu 514
art
.,.._11
Suticatr l wond rneniberadhe;i L
140
`TT and 1d no atihcswwe
_250
5013 TRATE SSPEMFIC APPLICATIONS
1fi,Titem erataaeeratirls .
Tyi:'tal to w,1 Tal
PInS,ttt. f Marci4
Cf)
)
1Trrrnt-; treat d a l (cxc opt we"A),.
..
wood
4( ryry i�.s
L%1 a1t+91t3 Cg2AiMrn rw�hn pp
_ AND
I. If an arlhvAry is a and to b vd! dill
with th-, highest VO(f con".M sha
L For odd itionul, Infofsrrationt vrli
spax-i:6ri in thiw table, Soe Scutt
IYute 116F:.
tro etl"wr. the acttlsi
SEALANTS
PP ENT 0CLIWIT
Aft irce'tur-A
250
Niaxinw deck
760
No branttf:
Iml
Roadvow
250
Si n eL*-4v rwwf m emhra rk
ix
01her
ASI
SEALAhfl' PRIMERS
Riltu ttn"ua n7r E ccatinas
Ardhiremird
f;r3nitiitY?t1s
u,:ry�y
, 775
g gF'o
�d
PA'Ivodifltd. Akirminicm;
cl,R)
y
palari.nefo.a"iw
760
Crater....
o
x
+d
EFFECSTI'VE
COATIFN& CATFGDITW 0,1126io `;
ErFECTivs
111 I2
I7 tit coatin
S
I^I?nfl-a1�1L`t f l!
Yfl.
T4rftat ' h 0m `n t I ?
J`1t �+r
�J rw
S'PECI ALT!; C1TATINnS
Atsna➢namrOh cfiatrtas
00
I)Cl
L?asmorrts�%altycnli
i
Riltu ttn"ua n7r E ccatinas
N
Di tminoas mc+ rttn e'rs
cl,R)
H
POW bretikers
3-90
o
{`k'wre�etc onrr ,, eRfta'!k
7�t)
•
f't'kncretefmo<?�ro rautecs
11xr
T�3ut;rr seat
�"J
D6 fop coafin v
I-50
�
AAI? .lmi
330
Fire'tesistive ooatxta ;
35Rb
a
0
11991 eau
IWJ
F-'trin-PlA t B ti7n tNiS
l
Cf 1
Gv "hlcnrts, cratacys 024 00intO
3(0
1fi,Titem erataaeeratirls .
4M,
Jaditd"1id Jnatlite OK*tflC�3%tfl
Cf)
)
�
rW
W
4( ryry i�.s
L%1 a1t+91t3 Cg2AiMrn rw�hn pp
_ AND
i.xh�rCaatin S
1f'
ff01:110i •.rcrctitcd, atilig
tal
t,f ul ricotc* T22LAn, s
2
PreUa,9 t waa8, Inra�rs
4
Yrittn:'am wafts ait't unflrotrzra r€ '..
I(C
_Irt11n ±acs. s:
3
W
YI)oas.iixe
IL� co atin 's
R,v f om if 's
V1
P110 j5rmpfatovO 3aa
ilii
5dt
sh-Macs
tr�`ple.ar
R3 t7e...
7AD
�J7
s ai rs, nteJ �oftnrzasm+atr rx
35a
t00
Notins
�
s�ID ARcy
pRY A. A�/J��
'a`t%im 65t7 ilidtintz
450
* No. C 2
v� N 7/1
ATF
S�rtrsrira o1n
*
RE51D
TmIft c 0aa matins
1Cr
MANDATORY
'7V1l acid Lite refinish Cclafinr!
Data 2016
'(cite rucdua�tn�-nfiran.t
��'I
Drawn
V1`60d eonth-A" .
275
..
d Rmtvfs
3 X
-tdch rinJeta
3
#" dams of'!dt:JC r Ii:ter of cast ' �' includin :�-ae~sr anti imlvr_ii �, mom t
cpm fx+mds.
gyp'
2w ''�1r�sla�ccifr�cllimty r6rnAlniva~_tiicIitnlesi�tcv ira..ditrni:t;ateliwlxslixts:iYhae-
cluentcolumnsinthe t-tbk
3, Values in thi' tab$0 are d dewed from Those specMd by Or Calil"rmia Air'
d n
fda�s;+�lccra; Board Arcttitzttutnl Oxratan.x �usC_ew_j CorttDnul Ivisaasvro„
F3+,ord.
FORMALVE"YDE LIMITS'
?ytaximufn Foerrl tlrlebydo Erni fion In Nrl0 ppr LVIlion
FIRDDUCT
C"RENT LIAT
woOd 1yVw'cry]i+7KFrs,"Yet3tk"
S
��g�f �,:
ff � oo d lyu=iso cm .5+511 * &Qr4'
Yfl.
ih;1kS4'1'jl ll
J`1t �+r
�J rw
rfcil ittm'deriit t3L�cr
0::11
`Ihan mc*,:Iiiiim cleftsits' 6lerbmirdl
I)Cl
PERMIT #�(�o_j�
BUTTE COUNTY DEVELOPMENT
REVIEWED FOR SERVICES
CODE D COMPLIANCE
DATE
R!7-YIEWED
FOR CODE COMPLIANCE
DEC (i 1 `TJu
a i. tel'
`t'R'B'At D 142SOCI.ATES,
L
NOTE
THE PRO`JEGT M'ANAOER OR GENERAL CONTRACTOR
N I LL BE THE RESPONSIBLE PERSON TO COLLECT AND
FROM DE VERIFICATION OF CALOREEN COMPLIANCE TO
THE E3U I LD I NO I NSFEGTOR PRIOR TO E31JI LD I NO FINAL.
W 111. LAE__ I V..
Revision:
Date:
By:1-4
N
O4
r-
H
4
a
ao
�I
o
•
eq .O
N
t
I�
U
u
tw
U W
U
�
p I:
� W
W
a
0
C4
en
aA
M
Cf 1
Cf)
)
�
rW
W
0
I -I
W
Fr-�I
V1
W
W
E- -I;
I -i
s�ID ARcy
pRY A. A�/J��
* No. C 2
v� N 7/1
ATF
O��
RE51D
TIAL
CALGREEN
MANDATORY
MEA5URE5
Data 2016
Scale
Drawn
Job
Sheet
Of
Sheets
lb. 94ql
UP -I -j