HomeMy WebLinkAboutB16-1767 039-380-010STORM WATER MITIGATION PLAN 15E5T MANAGEMENT PRAGTIGES
THE FOLLOWIN6 ARE BEST MANAEEMENT PRACTICES AND MINIMUM STANDARDS FOR SEDIMENT AND EROSION CONTROL FOR
PROJE01-5 DISTUR5IN6 LE55 THAN ONE ACRE. THESE PRACTICES SHALL BE IN PLACE THROUGHOUT THE PERIOD OF
NOVEMBER 15 THROU6H APRIL I. BUILDING OFFICIAL SHALL GIVE NOTICE WHEN PRACTICES MAY BE REQUIRED THROU6HOUT
THE YEAR BASED ON WEATHER CONDITIONS.
1. SCHEDULE WORK DURING THE DRY SEASON.
2. DIVERT STORM WATER FLOW AROUND ANY DISTURBED SOIL AREAS.
5. PRESERVE ALL EXISTING VEGETATION.
4. COVER ALL DISTURBED AREAS w/ TEMPORARY MULCH SUCH AS STRAW.
5. NO DRAIN INLETS OCCUR WITHIN i MILE OF PROJECT SITE.
6. NO ADJACENT PAVED PUBLIC, WAYS EXISTS WITHIN i MILE OF PROJECT SITE. SITE ENTRANCE AND EXIT STABILIZATION
NOT APPLICABLE.
i. GUTTING OR 6RADIN6 OF STEEP SLOPES 015%) SHALL BE AVOIDED WHENEVER POSSIBLE. WHERE OCCURS
REDIRECT RUNOFF OR USE JUTE BLANKETS TO STABILIZE SOIL.
6. PROVIDE AN APPROVED AND LABELED AREA FOR CONCRETE WASHOUT. PLASTIC, SHEET LINED HAY BAILS MAY BE USED.
WASHOUT SYSTEMS SHALL NOT BE PLACED IN PUBLIC, WAYS OR NEAR WATERWAYS OR DRAIN INLETS.
Q. DO NOT GLEAN OR REFUEL VEHICLE AND EQUIPMENT ON SITE. VEHICLE MAINTENANCE SHALT. NOT BE PERFORMED
ON CONSTRUCTION SITE.
10. STORE ALL CONSTRUCTION CHEMICALS, PAINT, FUEL, AND THE LIKE IN A COVERED AREA AWAY FROM STORM DRAIN
SYSTEMS AND HARDSCAPE AREAS.
11. PORTABLE TOILETS WHERE PROVIDED SHALL BE KEPT ON CONSTRUCTION SITE PROPERTY AND AWAY MINIMUM 50'
FROM ALL PUBLIC, WAYS AND STORM DRAIN SYSTEMS. DO NOT PLACE TOILETS OVER HARD HARDSCAPE AREAS.
12. ALL CONSTRUCTION TRASH SHALL BE REMOVED AND STORED IN COVERED TRASH RECEPTACLES. TRASH MUST NOT
COME IN CONTACT WITH RAINFALL OR RUNOFF.
15. ADJACENT PAVED PUBLIC, WAYS SHALL REMAIN FREE OF DEBRIS AND SOILS REMOVED FROM CONSTRUCTION 51TE AT
ALL TIMES. USE WATTLES TO MAINTAIN 51TE RUNOFF OVER CURB5, 6UTTER5 AND SIDEWALKS. USE DRAIN INLET PROTECTION
DEVICES AND CATCH BASIN FILTERS AT ALL STORM WATER DRAIN INLETS WITHIN 50 YARDS OF SITE.
14. GENERAL CONTRACTOR SHALL MAINTAIN THE ABOVE SYSTEMS AND PRACTICES THROUGHOUT THE CONSTRUCTION
PERIOD. 6C, SHALL EMPLOY A MAINTENANCE PROGRAM THOUGH OUT THE CONSTRUCTION PHASE OF THE PROJECT. 66.
SHALL INFORM ALL EMPLOYED ON THE 51TE OF SUCH PRACTICES TO INSURE EFFECTIVENESS OF BEST MANAGEMENT
PRACTICES.
EXISTING WATER
METER
EX15TING GONG. -
DRIVE SHALL
SERVE AS A
CONSTR. VEHICLE
ENTRY/AGGESS
EXIST.
C.O.NO.*
DRIVE
5ENERAL NOTE5
GOVERNING CODES AS FOLLOWS:
2013 CALIFORNIA BUILDING CODE(CBC), 2013 CRC, 2013 GEC, 2013 GPO, 2013 GMC,
2013 CFC, 2013 CALIFORNIA ENERGY CODE EFFICIENCY STANDARDS (ZONE 11).
2013 CALIFORNIA GREEN BUILDING STANDARDS CODE
PLUMB 1 NG NOTES:
I. THE AGGREGATE AREA OF PLUMBING VENTS SHALL BE 12.5-7 SQ. INCHES, MIN.
2. EXTERIOR H05E 5155 SHALL BE EQUIPPED WITH A NON -REMOVABLE BACKFLOW
PREVENTION DEVICE. GPO SEG. 603.5.1
3. SHOWER AND TUB COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL
CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR
COMBINATION PRESSURE 5ALANCE/THEM05TATIC MIXING VALVE TYPE.
GPC, SEG. 406.q
4. GAS FIRED WATER HEATER TANK SHALL BE FASTENED TO THE ADJACENT
FRAMING WITH 16 GA. METAL STRAP 4 2" LONG #12 WOODSREWS 8a� 4" ABOVE
CONTROLS AND WITHIN 12" OF THE TOP OF THE TANK. • a--
5. THE MAX. FLOW RATES SHALL APPLY TO THE PLUMBING FIXTURES AS FOLLOWS:
o. WATER CLOSETS: 1.28 GALLONS PER FLUSH
b. SHOWER HEADS: 2.0 GALLONS PER MINUTE.
o. LAVATORY FAUCETS: 1.5 GALLONS PER MINUTE.
d. KITCHEN FAUCETS: 1.5 GAL./MINUTE W/ 2.2 GAL./MINUTE TEMPORARY FLOW
6. THE NATURE OF WORK TO BE COMPLETED ON TH15 PROJECT WILL REQUIRE
COMPLIANCE WITH CALIFORNIA SENATE BILL 401 FOR THE INSTALLATION OF
WATER -CONSERVING PLUMBING FIXTURES. NOTE: ON AND AFTER JANUARY I,
2014, RESIDENTIAL BUILDINGS UNDERGOING PERMITTED ALTERATIONS, ADDITIONS
OR IMPROVEMENTS SHALL REPLACE NON COMPLIANT PLUMBING FIXTURES WITH
WATER-CONSERV i NG PLUMBING F I ZTURES. PLUMBING FIXTURE REPLACEMENT
15 REQUIRED PRIOR TO ISSUANCE OF A CERTIFICATE OF FINAL COMPLETION,
CERTIFICATE OF OCCUPANCY OR FINAL PERMIT APPROVAL BY THE LOCAL
BUILDING DEPARTMENT. SEE CIVIL CODE SECTION 1101.1 FOR THE DEFINITION OF
NON COMPLIANT PLUMBING FIXTURE, TYPES OF RESIDENTIAL BUILDINGS
AFFECTED AND OTHER IMPORTANT ENACTMENT DATES.
MECHANICAL NOTES:
I. DRYER DUCT SHALL BE A METAL MATERIAL A MIN. OF 4" DIAMETER AND SHALL
HAVE A SMOOTH INTERIOR SURFACE. DUCT SHALL NOT BE FASTENED WITH
SCREW TYPE FASTENERS WHICH MAY IMPEDE THE AIR FLOW OR CATCH LINT
YET MUST BE FASTENED AND SEALED "SUBSTANTIALLY AIRTIGHT" AT EACH
JOINT. (AN APPROVED FASTENING SYSTEM IS ALUMINUM DUCT TAPE)
DRYER DUCT SHALL BE EQUIPPED WITH A BACK DRAFT DAMPER AND
THE EXHAUST DUCT LENGTH
SHALL BE 14 FEET MAXIMUM WITH WITH MAXIMUM TWO 010 DEGREE ELBOWS.
INSTALLATION INSTRUCTIONS MUST BE APPROVED BY THE BUILDING OFFICIAL.
(E) WATER
By
EXISTING
_%I,. I
EXISTING SHED
I
SHOP
�
rp
`16
OF LEACH
COVER ANY BARE -
I
I I I
LINE
SOIL AROUND
SOIL
84' OF LEACH --,,\
3:E
II
EXISTING GONG.
REPLACEMENT
MASTER BDRM.
1
WALK TO CONSTR.
AREA
SITE N1 BARLEY
f :;
SITE SHALL SERVE
.
NOTE: AREA OF
p
AS A CON5TR.
TILE
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1
ACCESS
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SOUSE 8
SQUARE FEET) TO
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EXISTING RESTROOM
PRECAUTIONARY
III
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AT EXISTING SHOP
COMPOST 50GK
DURING RAIN
1
TO SERVE AS
(STORMWATER
•
EVENT ALSO: COVER
I SANITARY WA5TE
RUN OFF BARRIER
I
I FACILITY IN LIEU
TYPICAL.
i -_ ` _ _> >
OF PORT-A-POTTIE
AROUND CONSTRUCTION
.': _
l
SITE w/ BARLEY STRAW.
EXISTING 50'
U
j j l
i
LEACH FIELD.
(E) WATER
By
DR. OLA
ry L=4' Jry SHALL BE
,z, q.* ,20 TEMPERED
_%I,. I
TO A
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OF LEACH
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SOIL
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REPLACEMENT
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MASTER BDRM.
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4
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DURING RAIN
0
EVENT ALSO: COVER
ALL BARE SOIL
N
O
AROUND CONSTRUCTION
l
SITE w/ BARLEY STRAW.
r
U
EX15TlNG
EXISTING GONG.--_
TIGHT LINE
DRIVE SHALL_--'
Z
SERVE ASA
1
LO
LO
=____-_====1Ii
EXISTING
CONSTR. VEHICLE
1 -
(Y1
SEPTIC TANK
ENTRY/AGGESS
ALL EXISTING
MD
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7
TR 5 WILL BE
ABANDONED
�
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LEACH FIELD
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NOTE:
NO DRAIN
INLETS EX15TS ON MARIAN AVE.
a
r
0 n A Y
�.
PROPERTY
INFORMATION
OWNER5 NAME:
w
THOMAS FLEMINO
PROPERTY
ADDRE55:
1184 MARIAN AVE.
APN.
APN. 0541-580-010
FLOOD INFO.
FLEMING
X (UNSHADED)
III _ 5 ITE PLA N ___
FLOOR PLAN STRUCTURAL _NOTE
1) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL
SHEETS 501-SD3 FOR ADDITIONAL INFORMATION.
2) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.:
EXTERIOR WALL: 2X4 DF STUD AT 16" O.G.
INTERIOR WALLS: 2X4 DF STUD AT 16" O.G.
3) SEE DETAIL 5/SDI FOR TYPICAL STUD WALL
ELEVATION AND TYPICAL WALL OPENING SCHEDULE.
4.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS
OR HARDWARE FOR EXISTING FRAMING WITHOUT
THE EXPRE55 WRITTEN CONSENT OF THE ENGINEER
OF RECORD.
5) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND
FIELD CONDITIONS SHALL BE IMMEDIATELY 5ROU6HT
TO THE ENGINEER OF RECORD.
6) ALL EXPOSED FRAMING SHALL BE PRESSURE
TREATED WITH TREATMENT PROCESS AND
APPLICATION APPROPRIATE FOR EXPOSURE
ACCORDING TO MFR'S WRITTEN GUIDELINES.
1) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN
COMPLIANCE WITH 2013 GBG FASTENING SCHEDULE,
TABLE 2304.9.1, UNLESS NOTED OTHERWISE.
FLOOR PLAN 5TRUGTURAL NOTES:
1) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL
SHEETS SDI-SD3 FOR ADDITIONAL INFORMATION.
2) TYPICAL MINIMUM 5EARIN6 WALL FRAMING U.N.O.:
EXTERIOR WALL: 2X4 DF STUD AT 16" O.G.
INTERIOR WALLS= 2X4 DF STUD AT 16" O.G.
3) SEE DETAIL 5/SDI FOR TYPICAL STUD WALL
ELEVATION AND TYPICAL WALL OPENIN6 SCHEDULE.
4) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS
OR HARDWARE FOR EXISTING FRAMING WITHOUT
THE EXPRE55 WRITTEN CONSENT OF THE ENGINEER
OF RECORD.
5.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND
FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT
TO THE ENGINEER OF RECORD.
6) ALL EXPOSED FRAMING SHALL BE PRESSURE
TREATED WITH TREATMENT PROCESS AND
APPLICATION APPROPRIATE FOR EXPOSURE
ACCORDING TO MFR'S WRITTEN GUIDELINES.
1) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN
COMPLIANCE WITH 2013 GBG FASTENING SCHEDULE,
TABLE 2304.9.1, UNLESS NOTED OTHERWISE.
SPECIAL I N5PEGTI ON REGU I RED
SPECIAL INSPECTION 15 REQUIRED IN ACCORDANCE WITH GBG CHAPTER 11 FOR
THE EPDXY HOLDOWN ANCHOR BOLTS INSTALLED IN HARDENED CONCRETE. THE
SPECIAL INSPECTOR MUST BE EMPLOYED BY THE OWNER AND APPROVED BY THE
BUTTE COUNTY BUILDING DIVISION. PLEASE PROVIDE THE NAME OF THE SPECIAL
INSPECTOR THAT WILL BE EMPLOYED TO PROVIDE THE SERVICE. SPECIAL
INSPECTORS NOT ALREADY APPROVED BY THE BUTTE COUNTY BUILDING DIVISION
MUST SUBMIT A STATEMENT OF QUALIFICATIONS AND VERIFICATION OF CURRENT
ICG (OR EQUIVALENT) CERTIFICATION FOR THE PARTICULAR ITEM THEY WILL BE
INSPECTING.
,TE SPECIAL INSPECTOR FOR TH15 PROJECT WILL BE BRAD FORSYTHE OF
/APPLIED TESTING. CONTACT MR. FORSYTHE AT 3060 THORNTREE DRIVE #10,
CHICO, GA 959'73 PHONE: (530) 691-6625
GODC AN^LT515
BUILDING TYPE: V -B
OCCUPANCY: R-5
USE: RESIDENTIAL
HOUSE 5QUARE FOOTAGE: 161Q 50. FT.
SCOPE OP WORK
TH15 PROJECT 15 A REBUILD/REMODEL OF AN EXISTING HOME.
FA
MINIMUM TITLE 24 REQUIREMENTS '
HEATING EFFICIENCY-. 92 AFUE v,-
COOLING EFFICIENCY: 14 SEER 4 12 EER
DUCT INSULATION: R-6 ✓
RADIANT BARRIER ROOF SHEATHING: NOT REQUIRED
HERS VERIFICATION: DUCT LEAKAGE REQUIRED
WATER HEATER EFFICIENCY: 0.996
PERMIT
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DATE IOJZCO
COMBUSTION and VENTILATION AIR NOTE
IF THE GAS WATER HEATER IS INSTALLED IN A CONFINED SPACE SUCH A5 A CABINET OR CLOSET (CONFINED SPACE 15 ONE HAYING A VOLUME OF LESS
THAN 50 CUBIC FEET PER 1000 Btuh OF THE A66REOATE INPUT OF THE WATER HEATER WITHIN THAT SPACE), AIR MUST BE SUPPLIED THROUGH TWO
PERMANENT OPENINGS OF EQUAL AREA. ONE 15 TO BE LOCATED WITHIN 12" ABOVE THE FLOOR AND THE OTHER IS TO BE LOCATED WITHIN 12" FROM
THE GEILIN6. THE MINIMUM NET FREE AREA OF EACH OPENING MUST NOT BE LESS THAN ONE 5QUARE INCH PER 1000 Btuh OF THE TOTAL INPUT RATING
OF THE GAS WATER HEATER IN THE ENCLOSURE (BUT NOT LESS THAN 100 SQUARE INCHES), IF EACH OPENING COMMUNICATES WITH OTHER UNCONFINED
AREAS INSIDE THE BUILDING.
TOTAL Btu's / 1000 X 50 = MIN. CU. FT. OF ROOM SIZE
iUA41 .
W.H. DOOR: VENT TOP d BOT. w/ VENTS HAVING MIN. 100 50. w��� FvN c. JOy9�t�y
IN. EA. OF NET FREE AREA FOR COMBUSTION AIR INTAKE.
VL SEE "COMBUSTION AND VENTILATION AIR NOTE" ABOVE. w 8.3 3 OZ ?m
41'-O" 5:_0:1 Q %J
* "..012 tp
9'-6" �'-6" 14'-4"
sp�T CIVi1.
4PROVIDE FOR OFC
MIN.
TYP. SHEARWALL 46" 5Q. LANDING
5Di ELEVATION I
GAS WATER
HEATER SEE
PLUMBING NOTE
#4 IN THE GENERAL
NOTES THIS PAGE.
By
DR. OLA
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a ALL DOORS
O.S. ,TYPIC
TO A
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yn- L=4' �,
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THESE PLANS HAVE BEEN
REVIEWED FOR COMPLIANCE
ONLY WITH THE ATTACHED
SUCTURAL CALCULATIONS
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m
REF.
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ATTIC 1
w
ACCESS
GREAT ROOM
VAULTED GEILIN6
-_-- GEILINOBREAK
- - - - - --
�
FLAT GLC.
1 501 TYP. HD ® CORNER
L=4' 4* J
�OJ'Z Q - y 305OSH 50505H
4 �� POCKET BM.
L=4' INTO WALL
BUTTE
COUNTY
OCT 19 2016 I6'-6"
DEVELOPMENT
SERVWES
1/7
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30505H
WINDOW MEETS
p EMERGENCY AGGESS,
o LIGHT AND VENTI-
LATION REQUIREMENTS.
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CARPET
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V-4" II' -8"
. ......... I --------------------- 4 54-61
L: LINEN �
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PORCH
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Q PORCH SEE
p,-I1x , FOUND. PLAN
Av
L=4'
AREAS N
LIVING AREA: 16161 50. FT. (400 ADDITION)
COVERED PORCH: 66 SO. FT.
1,p.=,, -o. FLOOR PLA N
Revisions
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MASONRY FIREPLACE
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1 501 TYP. HD ® CORNER
L=4' 4* J
�OJ'Z Q - y 305OSH 50505H
4 �� POCKET BM.
L=4' INTO WALL
BUTTE
COUNTY
OCT 19 2016 I6'-6"
DEVELOPMENT
SERVWES
1/7
DIcP
� o�m
30505H
WINDOW MEETS
p EMERGENCY AGGESS,
o LIGHT AND VENTI-
LATION REQUIREMENTS.
HALLr BEDROOM
Ll o
p 6' GEILIN6 = 6' CEILING
CARPET
4'-0"4'-0"
V-4" II' -8"
. ......... I --------------------- 4 54-61
L: LINEN �
tY 26
HALL BATH 2 Wwp
6
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PORCH
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p"' L -NEW GONG.
Q PORCH SEE
p,-I1x , FOUND. PLAN
Av
L=4'
AREAS N
LIVING AREA: 16161 50. FT. (400 ADDITION)
COVERED PORCH: 66 SO. FT.
1,p.=,, -o. FLOOR PLA N
Revisions
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FLEMING
REMODEL
Date
10-10-16
Scale
SHOWN
Drawn
M.A.
Sheet
Of
� Sheets
ROOF PLAN 5TRUCTURAL NOTES:
NON-COMPLIANT
PLUMBING
1) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL
12) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER
SHEETS 501-503 FOR ADDITIONAL INFORMATION.
A5 TRUSS DE51&N5 BECOME AVAILABLE FROM TRUSS
(N) 24" X IS"
MANUFACTURER. CONTRACTOR SHALL OBTAIN 516NE0
2) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA,
TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD
TECO, OR PITTSBURGH RATED 5HEATHIN(5, SPAN
AND BUILDING DEPARTMENT APPROVAL PRIOR TO
RATING 32/16, EXPOSURE I STRUCTURAL PANELS,
CONSTRUCTION.
APPLIED WITH LONG DIMENSION ACROSS SUPPORTS
AND ADJACENT PANELS STAGGERED WITH WENDS
15) CONTRACTOR TO VERIFY THE LOCATION AND LOADING
OFFSET 4'. EDGE NAIL WITH ad COMMON OR
OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS.
EQUIVALENT (0.131" DIA X 2 1/2") AT 6" O.G. AT
IMMEDIATELY NOTIFY TRU55 COMPANY OF ANY
ALL PANEL EDGES, BOUNDARIES, GABLE ENDS,
DISCREPANCIES.
BLOCKING AND WHERE INDICATED ON PLAN. FIELD
NAiL AT 12" O.G. PROVIDE 1/8" GAP AT ALL PANEL
14.) PROVIDE METAL HANGERS PER 5/5D1 A5 REQUIRED,
ED6E5 U.N.O. BY PANEL MANUFACTURER. AT ALL LOW
UNLESS NOTED OTHERWISE.
SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN
SUPPORTS AT ABUTTING PANEL EDGES.
15) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN
Fn1
COMPLIANCE WITH 2013 GBG FA5TENIN6 SCHEDULE,
3.) SEE NOTE SECTION 8-5N FOR ROOF TRUSSES BY
TABLE 2304.9.1, UNLE55 NOTED OTHERWI5E.
OTHERS.
Exceed 1.6
4) TYPICAL HEADER BELOW SHALL BE:
ARCHITECTURAL ROOF PLAN NOTES:
4X8 DF -L #2 UNO.
I. ROOF PITCH SHALL BE: A5 SHOWN
5) PROVIDE 4X POST MIN. AT ALL BEAM AND 61RDER
2. ROOF O.H. SHALL BE A5 SHOWN.
3. ROOF COVERING SHALL BE: COMPOSITION SHINGLE ROOF
iRU55 BEARING POINTS AND CONTINUE IN WALL TO
o/ 5HEATHIN6 PER ROOF PLAN STRUCTURAL NOTES THI5 PACE.
FOUNDATION.
4. PROVIDE NET FREE VENTILATION TO THE ENTIRE ATTIC,
6.) USE 2X4 DF #2 MIN. RAFTERS AT 24" O.G. AT LOW
AREA OF 1/300 (1 50. FT. VENTILATION PER 500 50. FT. OF
ATTIC AREA) PROVIDED THE FOLLOWING CONDITION 15 MET:
ROOF PORTIONS, MAXIMUM SPAN = 4'-5".
AT LEAST 40% AND NOT MORE THAT 50% OF THE REQUIRED
-IJ PROVIDE P05. ATTACHMENT OF ALL POST TO BEAM,
VENTILATING AREA 15 PROVIDED BY VENTILATORS
LOCATED IN THE UPPER PORTION OF THE ATTIC, SPACE. UPPER
BEAM TO BEAM, BEAM TO POST, AND P05T TO P05T
CONN'S WITH (2) 5T22 STRAPS MIN. AND A35 CLIPS,
VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FT. BELOW
U.N.D. PER PLAN AND DETAILS.
THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED
VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION
8J DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR
PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION
HARDWARE FOR EXISTING FRAMING WITHOUT THE
OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE
EXPRESS WRITTEN CONSENT OF THE ENGINEER OF
INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE
THE R06E OR HICHE5T POINT OF THE SPACE
RECORD,
THAT 3 FT. BELOW
SHALL BE PERMITTED.
9.} ANY DISCREPANCIES BETWEEN FRAMING 5HOWN AND
FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT
ATTIC, OVER LIVING SPACE VENTILATION
TO THE ENGINEER OF RECORD.
ATTIC AREA ABOVE LiVIN& SPACE: 16111 50. FT.
Within units:
16111/300=5.311 50. FT. OF NFVA REQUIRED
10.) VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, RAKE
HIPS AND VALLEYS WITH ARCHITECT.
5.3x/2=2.611 50. FT. REQUIRED BOTH 1115HAND LOW
(2169X144=388 SO. IN. REQUIRED BOTH HIGH AND LOW)
BREAKS, SLOPES,
Maximum 1.5 gallons per
11.) ALL EXPOSED FRAMING SHALL BE PRE55URE
INSTALL (18) 22"x3.5" SAVE VENTS w/ A NFVA OF 22 SQ. IN. EA.
TREATED WITH TREATMENT PROGES5 AND APPLICATION
18x22=3116 50. IN. PROVIDED.
APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S
INSTALL (4) 14"x24" GABLE END VENTS w/ A NFVA OF 9'7.6 IN. EA
WRITTEN GUIDELINES.
4x9'7.6=390 SQ. IN. PROVIDED
W' O.H. ® TYPICAL HEADERS:
/EAVES, TYP. 4x16 D.F. #2
_
4x10 D.F. #1 BM.
r
18" O.H.
TYPICAL 0
CABLE ENI
<� I
I I
3 I I
SD3 I I
TYP.
GABLE (�
END �(4)A55 CLIPS DRAG
TRUSS -to -DOUBLE
TOP PLATE
1 1
I I
I I 6:12
I
I DRAG
61RDER
(4)A55 CLIPS DRAG
TRUSS -to -DOUBLE
TOP PLATE
DRAC-
(4)A35 CLIPS DRAG
TRUSS -to -DOUBLE
TOP PLATE
1/411=11-011 /411=11-O11
x•12
1500#
TRUSS 1500#
1. If the existing plumbing fixture water usage/flow rate is equal to or lowe than the figure shown, it is not required to be upgraded.
1 (4)A35 CLIPS DRAG
I I TRUSS -to -DOUBLE
I I TOP PLATE
I I
I I
1 I
I\ i
N
OI
OI
--rr
nI
1
l� I
1-T-1 �1
22 x 50"\ 1 °
ATTIC
G L__�E55 A, t
tj SEE DET. 1/3 FOR F.A.U.
MOUNTING.-
trT111
SD3 s �
NOTE: PROVIDE SERVICE LI&94T w/
SWITCH a9 ACCESS HOLE 8 IIOV I
SERVICE OUTLET ® FAU. PROVIDE
24" WIDE CATWALK FROM AGCE55
N HOLE TO 50" SO. x 30" H16H CLEAR
MAINTENANCE PLATFORM
�0 n
PER 4/SD3
M5TA36 STRAP
DT PLATE -to -
DRAG TRUSS
N
SD3 ff �
4xi0 D.F.-#1 B_M__
L__
K
I TYP.
SV!l
�� cc
�
I
I
I
{
I
NON-COMPLIANT
PLUMBING
WATER-GON5ERVIN6 PLUMBING FIXTURE
(Fixture Complying with current Code Applicable to New Construction)
11a TYPICAL FLOOR 5HEATHINC (UNO): 3/4" THICK, APA
FIXTURE 1
RATED 5HEATHIN6 OR RATED STURD-I-FLOOR, SPAN
(N) 24" X IS"
MAXIMUM WATER USACE/FLOW RATE
2013 GPO Ch. 4
2013 GALGreen
2013 GPO Ch. 4
2013 GALCreen
2013 GPO Ch. 4
2013 CALGreen
FIXTURE
TYPE
WATER U5A6E/
�' SD
FLOW RATE
Div. 4.3
Div. 4.3
Div. 5.3
51N6LE-FAMILY
MULTI -FAMILY
COMMERCIAL
5LABS)-SEE SOILS REPORT IF APPLICABLE.
G- 4" FREE DRAINING MATERIAL -SEE SOILS REPORT
FL___jL-J
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ALL FLOOR
RESIDENTIAL
RE5IDENTIAL
Fn1
SUBCONTRACTOR.
E- CONTRACTOR TO PROVIDE CONTROL JOINTS AT
10'-O" O.G. EA. WAY MAX.
Single flush toilets: 128 gal lons/f lush
Water Closets
Exceed 1.6
Dual flush toilets: 1.25 gallons/flush effective flush volume (the composite,overoge
flush volume (the composite, average flush volume of two reduced
(Toilets)
gallons/flush
flushes and one full flush)
INTERIOR WALLS: 2X4 DF STUD AT 16" O.G.
Exceed 1.0 gal.
0.5 gallons/flush
Urinals
per flush
W
RECORD.
2.0 gallons per minute 0 80 psi. Also certified to the performance criterla of U.S.
13J ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND
2X6 DF2 AT ib��O.G. (MAX SPAN = 7 -11)
FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT
EPA WaterSense Spealf icotlon for Shower heads
TO THE ENGINEER OF RECORD.
WALLS RUN PARALLEL TO JOIST.
(A hand-held shower is considered a showerheod)
Shower heads
Exceed 2.5
gallons
minute
For multiple shower heads serving one shower, the combined flow rate of ail
ail shower heads and/or other shower outlets controlled by a single valve shall not
ARCHITECT.
per
exceed 2.0 gallons per minute as 80 psi, or the shower shall be designed to allow
IF FLOOR BUILD-UP WILL EXCEED 15 PSF.
TREATED WITH TREATMENT PROCESS AND APPLICATION
only one shower outlet to be in operation at a time.
APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S
Maximum 1.5 gallons
Within units:
0.5 gallons per minute
1. &RADE IMMEDIATELY ADJACENT TO THE
UNLESS NOTED OTHERWISE.
per minute a 60 psi;
Maximum 1.5 gallons per
a 60 psi
Faucets-
Exceed 2.2
minimum O.8 gallons
per minute a 20 psi
minute ® 60 psi; min.
0.8 gallons per
TABLE 2304.9.1, UNLESS NOTED OTHERWI5E.
Lavatory
ollons
per minute
minute 0 20 psi
Four,ets
PROVIDE FOR MIN.
In common and publtc use
PERMIT #
BUTTE COUNTY DEVELOPMENT SERVICES
45" So. LANDING 1 .rYP SS
® THIS DOOR 502 ��
areas: 0.5 gallons per
REVIEWED FOR
CODE COMPLIANCE
6
minute a® 60 psi
lb gallons per minute
lb gallons per minute
I.8 gallons per minute
a 60 P.S.I. May
a 60 P.S.I. May
a 60 psi
temporally increase
temporally increase
up to 2.2 gallons per
up to 2.2 gallons per
minute a 60 psi, and
minute a 60 psi, and
Faucets- Exceed 2.2 must default to
Kitchen gallons maximum 1.& gallon per
must default to
maximum 1.8 gallon per
Faucets per minute minute a 60 p.s.i.
Where faucets
minute ® 60 p.s.i.
Where faucets
meeting the above
meeting the above
are unavailable,
are unavailable,
aerators or other
aerators or other
means may be used
means may be used
to achieve reduction.
to achieve reduction.
1. If the existing plumbing fixture water usage/flow rate is equal to or lowe than the figure shown, it is not required to be upgraded.
1 (4)A35 CLIPS DRAG
I I TRUSS -to -DOUBLE
I I TOP PLATE
I I
I I
1 I
I\ i
N
OI
OI
--rr
nI
1
l� I
1-T-1 �1
22 x 50"\ 1 °
ATTIC
G L__�E55 A, t
tj SEE DET. 1/3 FOR F.A.U.
MOUNTING.-
trT111
SD3 s �
NOTE: PROVIDE SERVICE LI&94T w/
SWITCH a9 ACCESS HOLE 8 IIOV I
SERVICE OUTLET ® FAU. PROVIDE
24" WIDE CATWALK FROM AGCE55
N HOLE TO 50" SO. x 30" H16H CLEAR
MAINTENANCE PLATFORM
�0 n
PER 4/SD3
M5TA36 STRAP
DT PLATE -to -
DRAG TRUSS
N
SD3 ff �
4xi0 D.F.-#1 B_M__
L__
K
I TYP.
SV!l
�� cc
�
I
I
I
{
I
\l
i
i
I
I
I
la SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL
11a TYPICAL FLOOR 5HEATHINC (UNO): 3/4" THICK, APA
SHEETS SDI-SD3 FOR ADDITIONAL INFORMATION.
(4)A35 CLIPS
DRAG TRU5S-to-
DOUBLE TOP PLATE
ROOF PLAN
FOUNDATION PLAN 5TRUCTURAL NOTE5:
la SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL
11a TYPICAL FLOOR 5HEATHINC (UNO): 3/4" THICK, APA
SHEETS SDI-SD3 FOR ADDITIONAL INFORMATION.
RATED 5HEATHIN6 OR RATED STURD-I-FLOOR, SPAN
(N) 24" X IS"
RATING 48/24 (24 FOR STURO-I-FLOOR), EXPOSURE
ACCESS TO NEW
2) PROVIDE ANCHOR BOLT 51ZE AND 5PAGIN6 PER
3
U.F. AREA. VERIFY
5TA66ERED WITH 4' EN05 OFFSET 4'. GLUE PANELS
TO ALL FRAMING, EDGE NAiL WITH IOd COMMON RING
�' SD
LOCATION
A- 4" CONCRETE SLAB WITH #3 AT 15" O.G.
SECURELY LOCATED AT MID -DEPTH OF SLAB.
(0
I
PROVIDE I/8" GAPS AT ALL PANEL EDGES U.N.O. BY
A5TM E 1643 (DELETE AT EXTERIOR
PANEL MANUFACTURER.
5LABS)-SEE SOILS REPORT IF APPLICABLE.
G- 4" FREE DRAINING MATERIAL -SEE SOILS REPORT
FL___jL-J
L -J
ALL FLOOR
IF APPLICABLE.
D- PROPERLY PREPARED 5U156RADE-5EE 501LS
I
Fn1
FOUNDATION PLAN 5TRUCTURAL NOTE5:
la SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL
11a TYPICAL FLOOR 5HEATHINC (UNO): 3/4" THICK, APA
SHEETS SDI-SD3 FOR ADDITIONAL INFORMATION.
RATED 5HEATHIN6 OR RATED STURD-I-FLOOR, SPAN
H
RATING 48/24 (24 FOR STURO-I-FLOOR), EXPOSURE
I STRUCTURAL PANELS, APPLIED WITH LONG
2) PROVIDE ANCHOR BOLT 51ZE AND 5PAGIN6 PER
DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS
SHEAR WALL SCHEDULE AND TYPICAL DETAILS.
5TA66ERED WITH 4' EN05 OFFSET 4'. GLUE PANELS
TO ALL FRAMING, EDGE NAiL WITH IOd COMMON RING
3.) RECOMMENDED SLAB SECTION:
SHANK NAILS OR EQUIV. (0.148" DIA X 3") AT 6" O.G.
AT ALL PANEL ED6E5, BOUNDARIES, BLOCKING AND
A- 4" CONCRETE SLAB WITH #3 AT 15" O.G.
SECURELY LOCATED AT MID -DEPTH OF SLAB.
WHERE INDICATED ON PLAN. FIELD NAIL AT 10" O.G.
B- WATERPROOF MEMBRANE IN COMPLIANCE WITH
PROVIDE I/8" GAPS AT ALL PANEL EDGES U.N.O. BY
A5TM E 1643 (DELETE AT EXTERIOR
PANEL MANUFACTURER.
5LABS)-SEE SOILS REPORT IF APPLICABLE.
G- 4" FREE DRAINING MATERIAL -SEE SOILS REPORT
10)�� NO,SPRINKLER, NDC AL
NAGOCHxA
C�)
ALL FLOOR
IF APPLICABLE.
D- PROPERLY PREPARED 5U156RADE-5EE 501LS
AND WALL PENETRATIONS WITH FRAMING
REPORT IF APPLICABLE.
SUBCONTRACTOR.
E- CONTRACTOR TO PROVIDE CONTROL JOINTS AT
10'-O" O.G. EA. WAY MAX.
11J PROVIDE P05. ATTACHMENT FOR ALL BEAM TO P05T,
z0�
O �
4CO
BEAM TO BEAM, POST TO BEAM, AND P05T TO P05T
4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.:
CONN'S WITH (2) 5T22 STRAPS MIN. AND A35 CLIPS
EXTERIOR WALL: 2X4 OF STUD AT 16" O.G.
U.N.O. PER PLAN AND DETAILS.
INTERIOR WALLS: 2X4 DF STUD AT 16" O.G.
12) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR
5) SEE DETAIL 5/501 FOR TYPICAL STUD WALL
HARDWARE FOR EXI5TIN& FRAMING WITHOUT THE
EXPRESS WRITTEN CONSENT OF THE ENGINEER OF
ELEVATION AND TYPICAL WALL OPENING SCHEDULE.
W
RECORD.
6) TYPICAL FLOOR JOIST AT GROUND LEVEL SHALL BE:
13J ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND
2X6 DF2 AT ib��O.G. (MAX SPAN = 7 -11)
FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT
7a PROVIDE DOUBLE JOIST UNDER ALL WALLS WHERE
TO THE ENGINEER OF RECORD.
WALLS RUN PARALLEL TO JOIST.
14) VERIFY ALL ELEVATIONS, 5TEP5, DIMENSIONS, WALL
eQ FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM
SIZES AND LOCATIONS, AND FLOOR ELEVATIONS WITH
DEAD LOAD OF 15 P5F (INCLUDING FRAMING). CONTACT
ARCHITECT.
SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION,
15) ALL EXPOSED FRAMING SHALL BE PRESSURE
IF FLOOR BUILD-UP WILL EXCEED 15 PSF.
TREATED WITH TREATMENT PROCESS AND APPLICATION
APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S
WRITTEN GUIDELINES.
NOTE:
I(o) PROVIDE METAL HANGERS PER 8/90I A5 REQUIRED,
1. &RADE IMMEDIATELY ADJACENT TO THE
UNLESS NOTED OTHERWISE.
FOUNDATION SHALL SLOPE AWAY FROM
BUILDING AT A SLOPE A MINIMUM OF 2%
Ila ALL 5TRCTURAL MEMBERS SHALL BE FASTENED IN
PER SECTION R401.3.
COMPLIANCE WITH 2013 GBG FASTENING SCHEDULE,
TABLE 2304.9.1, UNLESS NOTED OTHERWI5E.
41'-D°
5111
PROVIDE FOR MIN.
PERMIT #
BUTTE COUNTY DEVELOPMENT SERVICES
45" So. LANDING 1 .rYP SS
® THIS DOOR 502 ��
,�4
REVIEWED FOR
CODE COMPLIANCE
6
��(/
O
DATE _�O "��' �� BY' Sr
r 1 NFVA EA. LOCATE VENTS PER
FOUNDATION PLAN.
22 X'71= 1556 50. IN.
r-,
L -J L -J L L L -J L -J I---Ji
y, I2 -2 m sY VERIFY 12"xi2" CONTINUOS
FOOTING w/ #4 TOP b BOTTOM
CONTACT E.O.R. w/ 0150REPANGIE5
W�
L_J L_J L__Jj
IL - t
N°
LU
�0 EXI5TIN6 GONG. ° 5'-4" MAX.
FIREPLACE FOUNDATION jg TYP.
TOREMAI
r-, Nr-, r-, r-, r-� r_, r
L -J L -J L -J IL -J L -J
L -J L -J L J IL --_j I- JI
(N)4x6 D.F. #2 GIRDER, TYP. 2 7 TYP. 51�,
j �Cb
INEW 4" THICK GONG. (N) 15" 511• x 12" THICK
PORCH SLAB w/ #4
24" O.G. E.W., BROOM PRECAST GONG. PIER, TYP. (F3) TYP- HD �
FIN. SLOPE TO DRAIN ® EXIST. SD2
oH.5 16" 50. x
�J m 6 TYP. SD2 THICK w/
24" 50. x 12" THICK T
# I SD2 (3) #4 E.W. ��
C w/ (3) 4 EA.WAY l d- tq � Q 4J m 4
�` Date 10-10-I160
Q�OrESv'UnA Scale 5HOY `�N
c� c ,�4�Vy C. JChA, t 62 Drewn
_7 C, sQ ESQ �cJ so �R` THESE PLANS HAVE BEEN M A.
4 OH. RSz �A $ 2 REVIEWED FOR COMPLIANCE sheet
'nO �j�� 04 SD2 ONLY WiTH THE ATTACHED
101-0" 5'-g" i3'-8" * E * STRUCTURAL CALCULATIONS
w i 1 i►11
sT CiVIL
gTFGFCA',.0� �bltD It b
Of 3 Sheets
Revisions I By
H
UNDER FLOOR VENTILATION
H
PROVIDE 1 50. FT. OF UNDER-
FLOOR (U -F) VENTILATION PER SS
150 50. FT. OF U.F. AREA. ONE
VENTILATION OPNC. SHALL BE
WITHIN 3 FT. OF EA. CORNER OF
r-,
rTHElBUILDING. r- r --I r--1
8
TYP. D2
L -J L -J L -J L -J L
VENTILATION CALCULATION
L -J
16111 50. FTY150=10.7711 50. FT. REQ'D.
(10.19X144=1554 50. IN. REQ'D)
zV
F-1
INSTALL (22) 14" X 6" FOUNDATION
C�)
VENTS PROVIDING 71 SQ. IN. OF
r 1 NFVA EA. LOCATE VENTS PER
FOUNDATION PLAN.
22 X'71= 1556 50. IN.
r-,
L -J L -J L L L -J L -J I---Ji
y, I2 -2 m sY VERIFY 12"xi2" CONTINUOS
FOOTING w/ #4 TOP b BOTTOM
CONTACT E.O.R. w/ 0150REPANGIE5
W�
L_J L_J L__Jj
IL - t
N°
LU
�0 EXI5TIN6 GONG. ° 5'-4" MAX.
FIREPLACE FOUNDATION jg TYP.
TOREMAI
r-, Nr-, r-, r-, r-� r_, r
L -J L -J L -J IL -J L -J
L -J L -J L J IL --_j I- JI
(N)4x6 D.F. #2 GIRDER, TYP. 2 7 TYP. 51�,
j �Cb
INEW 4" THICK GONG. (N) 15" 511• x 12" THICK
PORCH SLAB w/ #4
24" O.G. E.W., BROOM PRECAST GONG. PIER, TYP. (F3) TYP- HD �
FIN. SLOPE TO DRAIN ® EXIST. SD2
oH.5 16" 50. x
�J m 6 TYP. SD2 THICK w/
24" 50. x 12" THICK T
# I SD2 (3) #4 E.W. ��
C w/ (3) 4 EA.WAY l d- tq � Q 4J m 4
�` Date 10-10-I160
Q�OrESv'UnA Scale 5HOY `�N
c� c ,�4�Vy C. JChA, t 62 Drewn
_7 C, sQ ESQ �cJ so �R` THESE PLANS HAVE BEEN M A.
4 OH. RSz �A $ 2 REVIEWED FOR COMPLIANCE sheet
'nO �j�� 04 SD2 ONLY WiTH THE ATTACHED
101-0" 5'-g" i3'-8" * E * STRUCTURAL CALCULATIONS
w i 1 i►11
sT CiVIL
gTFGFCA',.0� �bltD It b
Of 3 Sheets
Revisions I By
H
H
NW
W
r�
1D
zV
F-1
C�)
4
t~ 1
o�
z0�
O �
4CO
O
o
co
w
W
�
w
W
1/4"=1'-O"
FOUNPAT I ON PLAN
3/8" DI
THREAt
ROD (6
PER Fr
A.
SINGLE POLE SWITCH
14"x24" CABLE END
GLC. MTD. FIXT.
D
)ED
14"x24" &ABLE END
VENTS, TYPICAL.
THREE WAY SWITCH
VENTS, TYPICAL.
2x6 BARGE,
LIGHTING TRANSFORMER
D
w)
TYPICAL
�•�
COMPOSITION SHINGLE ROOF
PANEL BOARD
F.A.U.
Ira
L�r
MINI RECESSED GL6. FIXT.
FASCIA CUTTER TYP.
ELEC. DISCONNECT
T
TIMER SWITCH
I
AT ALL EAVES
IrHl
GEMENT BD. SIDING w/ GEMENT
BD. IX4 BATTENS OVER ® 16"
O.G. INSTALL UNDERLAYMENT(
120v DUPLEX REGEPT.
--2X4
®
TRIM ® CORNERS,
4" ®DRS. AND WDWS.
PROVIDE OPTION FOR
B
BELL
MEETING SIDING MFR. SPECS.
220 VOLT OUTLET
00
6" TRIM, VERIFY w/
FEE*
cion
110 V. SMOKE DETECTOR
AND SEG. R705.2
0)
DESIGNER
GM IIOv CARBON MONOXIDE
EAST ELEVATION
NEST
ELEVATION
NORTH ELEVATION
3/8" DI
THREAt
ROD (6
PER Fr
A.
SINGLE POLE SWITCH
T
GLC. MTD. FIXT.
D
)ED
�3
THREE WAY SWITCH
-�-
RODS
LIGHTING TRANSFORMER
D
w)
HIGH EFFICACY
RECESSED 01-6. FIXT.
�•�
PANEL BOARD
F.A.U.
DIMMER/5-WAY SWITCH
I I/8" x I I/8" ANGLE w/
(2) 1/4" x 2" LONG LA6
BOLTS INTO TOP CHORD
OF TRUSS, TYPICAL.
SEISMIC RESTRAINTS
(4) DIRECTIONS
1-5/8" x 1-5/8"
12 &A. UNISTRUT
Fi F.A.U. MOUNTING
5/411 i t -Oil
ELECTRICAL PLAN NOTES:
I. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT WHICH WILL SERVE THE LAUNDRY ROOM,
PANTRY, DINING ROOM, BATH ROOMS AND SIMILAR AREAS. PROVIDE AT LEAST TWO 20 -AMP
SMALL APPLIANCE BRANCH CIRCUITS TO BE SUPPLIED TO THE KITCHEN COUNTER TOP
RECEPTACLES. THESE CIRCUITS SHALL SERVE NO OTHER OUTLETS.
2. PROVIDE 4 -WIRE RECEPTACLES FOR ALL DRYER AS PER GEC, 250-60.
5. SMOKE ALARMS AND CARBON MONOXIDE DETECTION DEVICES SHALL RECEIVE THEIR PRIMARY POWER FROM
THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP.
4. ALL 15 d 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS,
DINING ROOMS LIVING ROOMS, LIBRARIES, DENS, RECREATION ROOMS, HALLWAYS, CLOSETS OR
SIMILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUIT INTERRUPTER.
5. FIXTURES, LAMP HOLDERS AND RECEPTACLE OUTLETS SHALL BE SECURELY SUPPORTED.
A FIXTURE THAT WEIOH5 MORE THAN 6 LBS. OR EXCEEDS 16" IN ANY DIMENSION SHALL NOT BE
SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER 5EC.410.15 (o). OUTLET BOXES SHALL
NOT BE USED AS THE SOLE SUPPORT FOR GEILIN6 FANS PER 2010 SEG. 514.21 (add)
6 ALL 125 VOLT, SINGLE PHASE 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT.
7. PROVIDE STUB FOR LANDSCAPE 1_16HTIN6 AND SWITCH ® FRONT DOOR. PROVIDE d INSTALL
IRRIGATION TIMER LOCATE PER OWNER DIRECTION.
8. BATHROOMS AND LAUNDRY ROOM AND ALL CLOSET L16HT5 SHALL MANUAL MOTION SENSOR. (MMS)
q. VERIFY LOCATION OF MAIN PANEL AND SUB PANEL.
10 . RECESSED FIXTURES INSTALLED IN INSULATED CEILINGS ARE IGAT AND CERTIFIED ASTM E2b5 OR
EQUIVALENT. INSTALLATION 15 AIRTIGHT (CAULKING, 6A5KET5)
11. ALL INTERIOR RECEPT. AND SWITCHES SHALL BE INSTALLED w/ CASKETS.
CALIFORNIA BUILDING EFFICIENCY STANDARDS REQUIRES MECHANICAL VENTILATION FOR RESIDENTIAL
UNITS AS FOLLOW5:
1. KITCHEN VENTILATION - PER A5HRAE 51 TABLE 5.5 THE KITCHEN SHALL HAVE AN EXHAUST FAN w/ A
MINIMUM VENTILATION RATE OF 100 CFM AND A NOISE RATING OF LE55 THAN SONE 5. THE FAN SHALL
BE DUCTED TO THE OUTSIDE w/ A MINIMUM 6" ROUND FLEX DUCT OF LESS THAN 155' AND TWO ELBOWS
OR FITTIN65 OR A MINIMUM 6" ROUND SMOOTH DUCT OF UNLIMITED LENGTH AND (2) ELBOWS OR FITTINGS.
OR FITTINGS.
2. BATHROOM VENTILATION - EACH BATHROOM, EXCEPT AS NOTED BELOW IN NOTE 5 SHALL HAVE
AN EXHAUST FAN w/ A MINIMUM VENTILATION RATE OF 50 CFM AND A NOISE RATIN& OF LESS THAN
SONE 5. THE FAN SHALL BE DUCTED TO THE OUTSIDE w/ A MINIMUM 5" ROUND SMOOTH DUCT OF
LESS THAN 75' IN LENGTH AND (2) ELBOWS OR FITTINGS. BATHROOM EXHAUST FANS MUST BE
CONTROLLED BY A HUMIDSTAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY
RANGE OF 50 TO 50%.
5. WHOLE BUILDING VENTILATION - AT LEAST ONE OF THE REQUIRED BATHROOM EXHAUST FANS NOTED
ABOVE SHALL MEET THE FOLLOWING SPECIFICATIONS AS DETERMINED IN THE CALCULATION PROVIDED:
+ MINIMUM 60 CFM.
+ SONE RATING OF I
+ SWITCH CONTROL LABELED: "VENTILATION CONTROL"
CFM = CONDITIONED FLOOR AREA/100 + 7.5(NUMBER OF BEDROOMS + 1)
CFM = 161q/100 +7.5(5+1)
GFM = Ib.1q + 50
GFM = 46.1q
NOTE: AT LEAST 50% OF THE TOTAL WATTAGE 5HALL BE FfIGH EFFICACY.
FIXTURE TYPE HIGH LAMP QTY.
EFFICACY WATTAGE
COMPACT FLUOR. YES 26 x 8 _
INCANDESCENT PENDANTS NO 60 x 2
X -
X = -
X -
(COMPLIES If A _> B) TOTAL: Al
H16H EFFICACY OR LOW EFFICACY
WATTAGE WATTAGE
)nA
OR
OR
OR
OR
OR
B:
120
RESIDENTIAL INDOOR LIQ+MN6 REQUIREMENTS
ELECTRONIC BALLAST FOR FLUORESCENT LAMPS RATED >15W MUST BE ELECTRONIC, AND HAVE
AN OUTPUT FREQUENCY > 2OkHz
HIGH EFFICACY CRITERIA: TO QUALIFY AS HIGH -EFFICACY, LUMINARIES MIDST BE CERTIFIED TO
THE CALIFORNIA ENERGY COMMISSION.
LUMINARIES THAT CAN ACCEPT LOW -EFFICACY LAMPS AND LED LUMINARIES THAT HAVE NOT
BEEN CERTIFIED DO NOT QUALIFY AS HIGH EFFICACY. WITH THE EXCEPTION OF DECORATIVE,
MONOCHROMATIC ZEDS, JOINT APPENDIX JAb REOUIRES THAT LED LUMINARIES DESIGNED FOR
INDOOR RESIDENTIAL USE HAVE A MINIMUM GRI OF 90 AND A GGT OF 2700K -4000K IN ORDER
TO QUALIFY AS HIGH EFFICACY. FULL CRITERIA ARE IN TABLE 150.0-A AND JOINT APPENDIX
JAb.
LUMINAIRES NOT DESCRIBED IN TABLE 150.0-A MUST MEET HIGH -EFFICACY REQUIREMENTS LISTED
IN TABLE 150.0-8:
- <5W 501mm
>5W - 15W 451mM
>15W - 40W 601mm
>40W golmm
MANDATORY REQUIREMENTS FOR SWITCHING DEVICES AND CONTROLS:
-HIGH EFFICACY LUMINARIES MUST BE SWITCHED SEPARATELY FROM LOW -EFFICACY LUMINARIES.
-EXHAUST FANS MUST BE SWITCHED SEPARATELY FROM LIGHTING SYSTEMS.
-LUMINARIES MUST BE SWITCHED WITH READILY ACCESSIBLE CONTROLS THAT PERMIT MANUAL
OWOFF SWITCHING.
-NO CONTROLS MAY BYPASS A DIMMER OR VACANCY SENSOR FUNCTION WHERE THAT DIMMER
OR
VACANCY SENSOR HAS BEEN INSTALLED TO COMPLY WITH SECTIONI50.0(k)
BATHROOMS SECTION 150.0(IV REQUIRES AT LEAST ONE 1416H -EFFICACY LUMINAIRE IN EACH
BATHROOM. ALL OTHER LIGHTING MUST BE HIGH EFFICACY OR CONTROLLED BY VACANCY
SENSORS.
KITCHENS MUST HAVE A MINIMUM OF 50% OF THE TOTAL RATED WATTAGE OF PERMANENTLY
INSTALLED LIGHTING IN KITCHEN5 MUST BE HIGH -EFFICACY LIGHTING.
KITCHEN L.I6HTIN6 PERMANENTLY INSTALLED INSIDE CABINETS MAY USE A MAX. OF 20K PER
LINEAR FOOT OF ILLUMINATED CABINET.
REGARDLESS OF THE NUMBER OF SHELVES OR DOORS PER CABINET SECTION, THE LENGTH OF AN
ILLUMINATED CABINET MUST BE DETERMINED U51N6 ON OF THE FOLLOWIN6 MEASUREMENTS:
-ONE HORIZONTAL LENGTH OF ILLUMINATED CABINET
-ONE VERTICAL LENGTH PER ILLUMINATED CABINET SECTION
-NO MORE THAN ONE VERTICAL LENGTH PER EVERY 40 HORIZONTAL INCHES OF ILLUMINATED
CABINET.
RESIDENTIAL OUTDOOR LIE444TIN6 REQUIREMENTS
CONTROLS FOR SINGLE-FAMILY RESIDENTIAL BUILDINGS, OUTDOOR L16HTING PERMANENTLY
ATTACHED TO A RESIDENTIAL BUILDING OR OTHER SUILDIN65 ON THE SAME LOT MUST
GENERALLY BE HIGH EFFICACY.
LOW -EFFICACY OUTDOOR LI6HTIN6 MUST BE CONTROLLED BY ALL OF THE FOLLOWING:
-A MANUAL ON/OFF SWITCH THAT DOES NOT OVERRIDE TO ON.
-A MOTION SEN5OR NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLES THE
MOTION SENSOR, OR A MOTION SENSOR WITH AN OVERRIDE SWITCH THAT TEMPORARILY
BYPASSES THE MOTION SENSING FUNCTION AND AUTOMATICALLY REA4TIVATE5 THE
MOTION SENSOR WITHIN 6 HOURS.
-A PHOTO CONTROL, ASTRONOMICAL TIME CLOCK OR ENERGY MANAGEMENT CONTROL
SYSTEM THAT DOES NOT HAVE AN OVERRIDE OR BYPASS SWITCH DISABLING THE
CONTROL AND 15 PRO6RAMMED TO AUTOMATICALLY TURN THE OUTDOOR LI6HTIN6 OFF
DURING DAYLI&HT HOURS.
LED QUALITY REQUIREMENTS: OUTDOOR LED LUMINARIES DO NOT HAVE TO MEET THE GRI
REG UIREMENT IN JOINT APPENDIX JAb, BUT TH05E PERMANENTLY ATTACHED TO RESIDENTIAL
BUILDING5 MUST HAVE A CGT OF 2'IOOK - 5000K IN ORDER TO QUALIFY AS HIGH EFFICACY.
DECORATIVE, MONOCHROMATIC LED's ARE THE EXCEPTION TO THIS RULE. LED LANP50APE
LUMINARIES ARE ALSO NOT REQUIRED TO BE CERTIFIED TO THE COMMISSION FOR
COMPLIANCE WITH JOINT APPENDIX JAB.
ELECTRICAL SYMBOLS
COMPOSITION 5HINCL.E ROOF
- FASCIA GUTTER TYP.
AT ALL EAVES
-------------
SOUTH ELF\/ATION
NOTE: PROVIDE
ELEC. POWER TO
M.W. d VENT
HOOD. VERIFY
LOCATIONS w/
EQUIP. MFR.
�--T -- - - - - - -r- -
_
i
SEDT I Obi A/5
NOTE:
LAUNDRY ROOM LIGHTING
SHALL BE HIGH -EFFICACY
LUMINAIRES AND SHALL
A
C
PERMIT# 4((- l` 62
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODECOMPLIANCE
L0.726-11,21
DATE (� -Z 6 - 1 l�
NOTE: LIGHT d
EXHAUST FANS
AT BATH GLC.
SHALL BE
SUITABLE FOR
DAMP
LOCATIONS.
NOTE: BATH 2
EXHAUST FAN
SHALL SERVE
AS THE WHOLE
BUILDIN6
VENTILATION
UNIT PER THE
VENTILATION
EXHAUST It
WHOLE BLDG.
VENTILATION
REQUIREMENTS
L EOTR I GAL. FL AN
Revisions
SINGLE POLE SWITCH
T
GLC. MTD. FIXT.
D
516NAL PUSH BUTTON
�3
THREE WAY SWITCH
-�-
RECESSED GLC. FIXT.
LIGHTING TRANSFORMER
D
RHEOSTAT SWITCH
HIGH EFFICACY
RECESSED 01-6. FIXT.
T_
PANEL BOARD
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DIMMER/5-WAY SWITCH
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PENDANT LIGHTS
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QUAD. REGEPT.
SCONCE FIXTURE
4
EXHAUST FAN
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SPOT LIGHT FIXTURE
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O
JUNCTION BOX
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FLUORESCENT FIXTURE
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Z
M
-
L16HTIN6
�--T -- - - - - - -r- -
_
i
SEDT I Obi A/5
NOTE:
LAUNDRY ROOM LIGHTING
SHALL BE HIGH -EFFICACY
LUMINAIRES AND SHALL
A
C
PERMIT# 4((- l` 62
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODECOMPLIANCE
L0.726-11,21
DATE (� -Z 6 - 1 l�
NOTE: LIGHT d
EXHAUST FANS
AT BATH GLC.
SHALL BE
SUITABLE FOR
DAMP
LOCATIONS.
NOTE: BATH 2
EXHAUST FAN
SHALL SERVE
AS THE WHOLE
BUILDIN6
VENTILATION
UNIT PER THE
VENTILATION
EXHAUST It
WHOLE BLDG.
VENTILATION
REQUIREMENTS
L EOTR I GAL. FL AN
Revisions
By
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Date
10-10-16
Spate
5HONN
Drawn
M.A.
Sheet
3
Of
5 Sheets