HomeMy WebLinkAboutB20-2451 CF Exception Site Plan 1-27-21 SITE IMPROVEMENT PLAN ABBREVIATIONS CONTACT INFORMATION A A
vv$ SQUARE FEET(SYMB) KIT. KITCHEN OWNER APPLICANT JURISDICTION rn
4 AND NICK MALONE Butte County
® AT LAD. LADDER 466 A I NSLEY AVE. BUILDING DEPARTMENT z `° E
q CENTER LINE LAM. LAMINATE .0 0
0 DIAMETER LAV. LAVATORY YUBA Gay, GA. a5aa1 1 County Center Drive :11117
it POUND lbs. POUNDS Ph. a25.8a0.-15-14 Orovi I le, GA a5a658 Q CO .CO
t
(E) EXISTING CC c) m
A.B. ANCHOR BOLT L.L. LIVE LOAD e-mail: pwpropertydevelopment@aol.com Bus. Ph. 530-538-1541 (O ° ,-, 6
ABS AGRYLONITRILE- Fax. 530-538-2140 \_� 0 m E
BUTADIENE-STYRENE MAX. MAXIMUM I
Z 13 c
'�� ADJ. ADJUSTABLE M.G. MEDICINE CABINET (D } m
p------- -.. ,` ASPH. ASPHALT MET. METAL DOCUMENT AUTHOR • •
\
„ , „ , NG AIR CONDITIONING U1
I l v, l _ I l A l I _ I I I \A MFR. MANUFACTURER
/ \ AGGR. AGGREGATE MIN. MINIMUM SQUAREONE DESIGN DRAFTING W Q CO
M.H. MANHOLE ERIK JENS Y a,
\ ARCH. ARCHITECTURAL MISG. MISCELLANEOUS
546 YOLO STREET, SUITE 'A' up co
•
\ AV&.OX AVERAGE APPROXIMATE MIR. MIRROR
MUL. MULLION YUBA CITY, GA. a5acl N
/ \ AMP. AMPERE M.O. MASONRY OPENING cu o
Ph. 530.�f43.�i568
` \N �2° BD. BOARD M.Z.U. MULTI ZONE UNIT e-mail: evens@Sc�ldesign.com �'
lQ'O" O\„W BET. BETWEEN (N) NEW 0 o
5,8 ` /O/ / BLDG. BUILDING N. NORTH }
/ 28' BLK.BM. BLOCK C0
/ BEAM N.I.G. NOT IN CONTRACT FOR ADDITIONAL INFORMATION NOT SHOWN HERE PLEASE CONTACT THE APPROPRIATE OFFICE t /'�
// O BOT. BOTTOM WA NOT APPLICABLE �/
/(-)6
, \ B.U.R. BUILT UP ROOF N.T.S. NOT SCALE SQUARE FOOT TOTALS
/ / Copyrighted Instruments of Service 2019
\ J� / GAB. CABINET
O.A. OVER ALL
CASE. CASEMENT OBS. OBSCURE THIS DRANNS is Art INSIN TRIMENT of se2NIGE,
GEM. GEMENT SQUARE SOOT f�6E5 '�°`� 'tIN� ITY°�
O.C. ON CENTER .sts SG)ARE ONE DESIGN a DRAFTING INC..
/id \ G.I. GAST IRON O.D. OUTSIDE DIAMETER MD PERMISSION USEBE EXTENDED Y B S DOCUMENT LIMITEDAGREEMENT PRIOR WITTEN
G.J. CONSTRUCTION JOINT PROPOSED HOME WITH its SQUARE ONE DESIGN a DRAFTING INC..
OH. OVERHEAD TNIS INSTRUMENT MUST BE MET SIGNED Si'THE
/ SV \ / GLNG. CEILING OPG. OPENING afrrloR/DESIGNER FOR SUBMITTAL TO AGENCY REVIEW
O LIVING AREA 1248
,� ' O COL. COLUMN GARAGE / STRG. AREA 475.7 IP .11345 COPYRJGHT MIEN 4 DRAFTING ING ovus
o/---
--
I GOMPO. COMPOSITION OFF. OFFICE GOY. FRONT PORCH SO tp AND DOES Nor AUTHORIZE TIE REPRODUCTION OF
�' 2 = GONG. CONCRETE GOV. REAR. PORCH 62 III INTELLECTUAL DIA N PROPERTY LINLEESS B THE r ELECTRONIC F TRANSMISSION
/ 1- CONT. CONTINUOUS THIS DRAWING IS TAN ARCHITECTURAL DRAWING.
O / CONTR. CONTRACTOR/ /
F��' PERFORATED
24; Z I C.M.T. CERAMIC MOSAIC TILE P.G.P. PORTLAND GEMENT P.
' 3/8„ , / G.M.U. CONCRETE MASONRY UNIT ENT. PAINT
/ GLR. CLEAR PT. POINT
Ay
/ so,
/ G.T. CERAMIC TILE P.T.D.F. PRESSURE TREATED
0„
/
,• ,• ^ • • ,• I • I ,• RAID. PLYWOOD
' ' — % : ' ' ' :: 58�• DBL. DOUBLE DOUGLAS FIR
17 AG. 2 GAR GARAGE 22;0 / D.FIR. DOUGLAS FIR
DEG. DEGREE Q.T. QUARRY TILE SHEET INDEX
/ DET. DETAIL
DEN I I. DEPARTMENT R. RISER
'� /� DIA. DIAMETER R.A. RETURN AIR SHEET No. DESCRIPTION
(70 / \� GONG. DIAL. DIAGONAL R.D. ROOF DRAIN
tr `s II— DRIVEWAY / DIM. DIMENSIONREFR. REFRIGERATOR
/ �: , ���� D.P. DIMENSION POINT Cl I COVER SHEET, SITE PLAN CONTACTS
�/. / REG. REGISTER
DOWN EN-0 2 RESIDENTIAL MANDATORY MEASURES
��'J hp / D.O. DOOR OPENING READ. REQUIREDEDEN-I 3 ENERGY COMPLIANCE REPORTS
/ `o RFC. ROOFING585 LODGEVIEW DRI / DR. DOOREA.
` /O Ds. DOWN SPOUT . RROOM
OUGH OPENING Al4EXTERIOR ELEVATIONS
/�j�,� DWG. DRAWING
24= // I 585 RWD. REDWOOD A2 5 FLOOR PLAN
H
9 3/8„ /Lr
DWV DRAIN,WASTE s VENT
RWL RAIN WATER LEADER 51 6 STRUCTURAL BRACING PLAN
3
/ PROPOSED jE 52 -f FOUNDATION PLAN
/ 2 BATH RESI D BEDROOM E / Q 5. SOUTH
J W E.G. EXISTING GRADE 53 8 ROOF FRAMING PLAN
E.J. EXPANSION JOINT SECT. SECTION CDI a ROOF FRAMING DETAILS
ry ELEC. ELECTRIC �IILLV. SHELVING
EXPOSED 5.G.
Z / ELEV. ELEVATION GD2 10 FOUNDATION DETAILS
d �ROO�0° / / E.P. ELECTRIC PANEL SHT. SHEET
* ------ / NT 5 EQ. EQUAL SH SSIMILAR
INGLE HUNG El 11 ELECTRICAL PLAN
LID GORE
B / GBI 12 GREEN BUILDING MANDATORY MEASURES
\ \ \ / 6 EQUIP. EQUIPMENT SL SLIDING
EXP. EXPANSION
23; „ S.P. STRUCTURAL PLYWD.
\ / 30,0„ / EXT. EXTERIOR SQUARE ATTACHED
\ EXPD S SQ. SHELF AND POLE
TWO COPIES OF TRUSS CALCULATIONS
S.ST. STAINLESS STEEL
\ / F.A. FIRE ALARM TWO COPIES OF ENERGY CALCULATIONS
STEEL
\ v F.A.U. FORGED AIR UNIT STD. STANDARD
F.D. FLOOR DRAIN
N Z�� STOR. STORAGE
08 3$� , - 28'6" / STRUGT. STRUCTURAL SEPARATE SUBMITTAL
FDN. FOUNDATION
F.G. FINISH GRADE
h' ti \ ro• ,� SUSP. SUSPENDED FIRE SUPPRESSION SPRINKLER SYSTEM DESIGN
1p.28, c1) / / / F.H. FIRE HYDRANT SYM. SYMMETRICAL
- F.V. FIELD VERIFYSHWRoyR PHOTO VOLTAIC (PV) ENERGY SYSTEM WILL BE UNDER A SEPARATE PERMIT
\ FIN. FINISH
TOTAL LOT AREA 7596 FLASH. FLASHING T. TOILET ENERGY REQUIREMENTS
TOTAL AGREI.GE 174 Acres / FLOUR. FLUORESCENT T.G. TOP OF CURB
TOTAL GOVERAGE T.O.G. TOP OF CONCRETE
1123.5 $ �� F.O.G. FACE OF CONCRETE
TOTAL PERCENT OF COVERAGE 22 % COVERAGE - F00I I-'KINT F.O.F. FACE OF FINISH TEL TELEPHONE
F.O.S.\ / FACE OF STUD T.O.G. TOP OF GRADE W
THRS. THRESHOLD ♦ �
\ (/� FT. FOOT Tg6 TONGUE AND GROOVEV
THIS IS NOT AUOINDARr SURVEY.THIS ISAREPRESENTATION v FIG. FOOTING INSULATION: WALLS: RI5 AT 4" WALLS - R5 RI61D FOAM BOARD BELOW STUCCO
of MISTNI6 TC IC A CCHDITI THIS IS A REFRESENTATICN Q TKBD. TACK BOARD
Cf EXISTING CONDITIONS.of THE REFERENCED SITE FUR. FURRING Z
�� �� Kelly Ridge Estates ` FPRF. FIRE PROOF TV. TELEVISION ROOF: R38 MIN. ABOVE CEILING BELOW ATTIC
OR1HE0 ,A�,TS. 1 R O TEMP. TEMPERED ROOF DECK: RI3 @ TOP CHORD OF ROOF TRUSSES W
Tie AUTHOR RELARES THAT ALL r�osER+ SEE FUT. FUTURE
VERIF®IN THE FIELD Unit 3
TER TERRAZZO121
T.O.W. TOP OF WALL FLOORS: N/A/ _
GA. GAUGE GALV. GALVANIZED THK. THICKNESS (n
/ / G.B. GRAB BAR GLAZING: TOTAL AREA: 10.5% W
GL.BLK. GLASS BLOCK U FACTOR = 0.30 MIN. FOR OPERABLE WINDOWS CC W
/ GR. GENERAL W `
GL. GLASS U.O.N.U.
URINAL U FACTOR = 0.30 MIN. FOR FIXED GLASS WINDOWS
U. UNLESS OTHERWISE NOTED
SR. GRADE U FACTOR = 0.30 MIN. FOR GLAZED DOORS CD
� Z — co
/ V.T. VINYL TILE LL
GYP. GYPSUM SHGG. MIN. = 0.22 FIXED / 0.23 OPERABLE J 0 d)
G.W.B. GYPSUM WALLBOARD VERT. VERTICAL
G.F.I. GROUND FAULT INTERRUPT V.F. VINYL FABRIC J
Butte CountyDepartment of Development Services / VIN. VINYL Q
p p HDR. HEADER
TIM SNELLINGS,DIRECTOR I PETE CALARCO,ASSISTANT DIRECTOR `'.1 x ` / H.B. HOSE BIB V.B. VAPOR BARRIER WATER HEATER: ENERGY STAR TANKLE55 DHW 0.82 ENERGY FACTOR OR BETTER WATER HEATER Q M 0
`� � H.G. HOLLOW GORE W W
7 County Center Drive -`'` / HAND. HARDWOOD HEATING AFUE: SPLIT SYSTEM HEAT PUMP: HSPF 1.0 / SEER 15 / EER 12.5 MINIMUMS. — Q 0
''" WINE. HARDWARE IN. WEST COOLING SEER: LOW LEAKAGE AIR HANDLER. Y (�
(530) 3 CA 1 Telephone Butte County
(530)538-7601 �_` ' HGT. HEIGHT W/ WITH W CD
(530)538-2140 Facsimile •C A L I F O R N A• `7�/ HORIZ. HORIZONTAL W.G. WMtK CLOSET PV SYSTEM: PV SYSTEM: 2.14 kW MINIMUM PROVISION - LOCATED ON RIGHT / SOUTH FACING ROOF J 0 W r
www.buttecountv.net/dds / H.W.H. HOT WATER HEATER WD. WOOD DUCT SYTEM: R 8.0 MIN. / TESTED
www.butteaeneralplan.net T
{IR, }{OUR W.W.M. WELDED WIRE MESH RAD I ANT BARRIER: NOT REQU I RED C� Z W V/
HVAG 4EAIR CONDITVENIONING NP. WA tKP HERS REQUIRED: YES - DUCTS, EER VERIFIED, Q11 (SEE T24 GALGS.) OTHERS REQUIRED Z J 0
/ WP. WA I tKPR00FING CC O
ADMINISTRATION*BUILDING*PLANNING WSGT. WAINSCOT ' W J
I.D. INSIDE DIAMETER IAQ FANS: YES, STANDARD: 66 GFM 5 OR MORE
/ INSUL. INSULATION W/5 WEATHER-STRIPPING COOL ROOF: 'COOL ROOF' SHINGLES REQUIRED
MINIMUM EROSION AND SEDIMENT CONTROLS FOR INT. INTERIOR Z - O
PROJECTS DISTURBING LESS THAN ONE ACRE JST. JOIST
JAN. OR W �'
J.H. JOIST HANGER
Z O1.0OQ
JT. JOINT BUILDING CODE COMPLIANCE
The BMP's (Best Management Practices) listed below must be in place during construction. The SIGNATURE
BMP's listed are minimum requirements and additional BMP's could be required based on site SYMBOLS
conditions. ALL WORK SHALL COMPLY AND BE IN CONFORMANCE WITH THE FOLLOWING GODES;
• Stabilized entry: Provide minimum 3"to 6"fractured rock 50'long x 15'wide by 6"deep over
construction grade fabric.
I. 2011 CALIFORNIA BUILDING STANDARDS CODE (CBG)
2. 2011 CALIFORNIA MECHANICAL CODE (CMG)
• All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets are wet or
during a rain event there shall be no tracking of soils onto the street. 3. 20111 CALIFORNIA PLUMBING CODE (GPG) SCALE:
• Wattles installed properly behind curb or sidewalks.
4. 201q CALIFORNIA ELECTRICAL CODE (GEC) A5 NOTED
• Rock bags(minimum 2 per side)at all drain inlet locations within 150'of the project site. 5. 2011 CALIFORNIA ENERGY CODE $ CALIFORNIA ENERGY COMMISSION STANDARDS (GELS)
• Internal filters placed inside each drain inlet. DIMENSIONAL GRID LINE
• Trash bars across the back of all drain inlets. 2 HORIZONTAL(NUMBERS) 6. 20111 CALIFORNIA EXISTING BUILDING CODE DATE: 2-2S-20
• Stabilize all disturbed soils in the front yard areas within 15'of the back of curb or sidewalk. (Straw VERTICAL(LETTERS) 7. 201c1 CALIFORNIA FIRE CODE (GFG)
or erosion blankets may be used for this application) (LETTERS MAY NOT BE USED-PLAN SPECIFIC) S. 201G CALIFORNIA GREEN BUILDING STANDARDS CODE (GGBSG). DRAWN BY:
• Stabilize all slopes where erosion could occur and cause silt run off.(Straw,visqueen or erosion Q. 201G GALIFORNIA RESIDENTIAL CODE (GRG). E .JENS
blankets may be used for this application)
• All paint,fuel,construction products etc.shall be stored in a covered location away from sidewalks 10. AND ALL OTHER STATE OR LOCAL COUNTY REQUIREMENTS AND STIPULATIONS, ORDINANCES.
and storm drain inlets. THIS APPLIES TO ALL SHEETS THROUGHOUT PLAN. JOB No:
• Portable chemical toilets if provided on the site must be kept off of streets and sidewalks and at least �\ /� DETAIL NUMBER 20-105
50'from the nearest storm drain inlet. 11 I DIRECTION BLDG. TABLE
• All trash must be collected and stored properly. Do not let items such as drywall mud boxes,paint 9SHEET SHOWN ON SHEET:
buckets,cleaning material containers etc.come in contact with any rainfall or storm water runoff.
• Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for this
application. Rollaway bins may also be used. All concrete washout systems shall be placed off of CONCRETE SLAB FOUNDATION OVER NATURAL GROUND $ CONCRETE BASED ON 20111 G.R.G. 1
the paved streets. IIIIIIIIii• TRU55 FRAMED ROOF STRUCTUREFULL C
After installation of the above items is complete a maintenance program needs to be developed to II AA 11 SEI ET ESHOWN ON EXTERIOR WALL STUDS - 2x4 #2 BTR @ 16" O.G. U.N.O.GTIONOCCUPANCY R-3,U
• insure the continued effectiveness of your BMP's. A
SPECIAL CONDITIONS 52 INTERIOR WALL STUDS - 2x4 STUD SR. @ I6 O.G. U.N.O.FRAMING LUMBER #2 BTR. No. OF STORIES ONE STORY OF SHEETS
CONCRETE - 3000 PSI 5 SACK SOIL BEARING PRESSURE 1500# REVISIONS
I
BUTTE COUNTY HAS INDICATED THAT THE PROPOSED STRUCTURE 15 LOCATED WITHIN THE PARTIAL SECTION GRADE 40 RE-BAR D P.G.COMMENTS 501E SITE CLASSIFICATION EBJ
STATE RESPONSIBILITY AREA (5RA) AND 15 REQUIRED TO FOLLOW THE WILDLAND URBAN INTERFACE MA) itSHEET SHOWN ON HARDWARE - SIMPSON D II-14-11
REQUIREMENTS IN G.R.G. SEG. R337. SEISMIC DESIGN GATAGORY A CODE REFERENCE EBJ
KVARIOUS FIRE-PREVENTATIVE MEASURES HAVE BEEN DESCRIBED ON THIS PLAN TO MEET COMPLIANCE. BUILDING TYPE VB Sprinklered UPDATES 2019
QJ
o K:\BUILDING\201 I\Approved forms\Res Green Bldg.forms\Erosion&Sediment Control Measures.doc WIND SPEEP 110 mph Ultimate
I EXPLANATION 5 XP AND/OR ZONED RES.
t HEIGHT/No. OF STORIES: ~I9'-O" /ONE STORY
N ASSESSORS PARCEL No. 069-190-018
T
t—