Loading...
HomeMy WebLinkAboutB15-3043 000-000-000GENERAL NOTES I. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES. 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REOUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD DANIEL J. DOBBIE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DANIEL J. DOBBIE. 3. THE CONTRACTOR AGREES THAT HE/5HE SHALL NOT DEVIATE FROM THESE DRAWINGS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE ENGINEER. 4, ALL OMISSIONS AND/OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 5, IF CERTAIN FEATURES OF CONSTRUCTION ARE NOT FULLY 5HOWN ON THE DRAWINGS OR GALLED OUT IN THE NOTES OR SPECIFICATIONS, THEN THEIR CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR CONDITIONS WHICH ARE SHOWN OR GALLED OUT ON THE DRAWINGS OR SPECIFICATIONS OR AS DIRECTED BY THE ENGINEER. 6, ALL CONSTRUCTION, INCLUDING MATERIALS AND WORKMAN5HIP, SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE 2012 EDITION AS ADOPTED AND MODIFIED BY THE STATE OF CALIFORNIA IN REFERENCE TO THE 2013 CALIFORNIA BUILDING CODE (GBG). -1. IN AREAS OF EXCAVATION THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES BEFORE STARING EXCAVATION. S. THE CONTRACTOR SHALL NOT SCALE THE WORKING DRAWINGS. SPECIAL INSPECTION I. SPECIAL INSPECTION IS REOUIRED FOR THE FOLLOWING TYPES OF WORK IN CONFORMANCE WITH SECTION 1701 OF THE 2013 EDITION OF THE "CALIFORNIA BUILDING CODE" (GBG): INSTALLATION OF 80LT5 IN CONCRETE 2. THE FOLLOWING REQUIREMENT SHALL BE MET FOR SPECIAL INSPECTION: A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGI57ERED PROFESSIONAL ENGINEER. B THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED ME516N DRAWINGS AND SPECIFICATIONS. G. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER, THE ARCHITECT, AND OTHER DESIGNATED PERSONS. ALL 5>15GREPANGIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY THE REGISTERED PROFE551CNAL 5TATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE C.B.C, S. SPECIAL INSPECTION APPLICATIONS MUST BE REVIEWED AND APPROVED BY THE BUILDING DIVISION PRICR TO THE ISSUANCE OF A PERMIT, ALL INSPECTION REPORTS SHALL NOTE ANY DI5GREFANGIES AND BE FILED WITH THE BUILDING DIV151ION WEEKLY DURING CONSTRUCTION, WHETHER CORRECTED OR NOT. INSPECTOR SHALL MAINTAIN INSPECTION LOGS AT THE JOB SITE FOR REVIEW BY THE BUILDING OFFICIAL OR HI5 REPRESENTATIVE. 4. INSPECTION PRCGRAM: SPECIAL INSPECTION OF THE HIGH 5TRENGTH BOLTS SHALL OCCUR DURING BOLT INSTALLATION AT THE ERECTION OF THE STEEL FRAMING. FOUNDATION I. SOIL DESIGN INFORMATION: 501L DESIGN PRESSURE: PAD FOOTINGS 1500 PSF 2, 50770M OF F0071N65 SHALL BE AT LEAST 12 INCHES BELOW LOl^1E5T ADJACENT FIN15H GRADE. 3. THE FINISH EXCAVATION FOR FOUNDATIONS SHALL BE NEAT 4 TRUE TO LINE WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVED BEFORSONCRETE 15 FLACED. 4. THE TE571NS LAB SHALL SUBMIT COMPACTION REPORTS FOR ALL FILL TOTHE ENGINEER PRIOR TO REQUESTING FOUNDATION INSPECTION. ALL LOOSE 501L AND FILL DIRT, INCLUDING BACKFILL BEHIND RETAININGWALLS, SHALL BECOMPACTED TO AT LEAST qC9- OF MAXIMUM DENSITY, REINFORCING STEEL I. BAR REINFORCING SHALL CONFORM TO ASTM A615, INCLUDING SUPPLEMENT 51: ALL REINFORCING SHALL BE GRADE 60, 2. DETAILS FOR REINFORCING SHALL CONFORM WITH CHAPTER 7 OF THE AMERICAN CONCRETE INSTITUTE PUBLICATION 315-11, UNLESS OTHERWISE NOTED. 3. LAP5 AT BAR 5PLICE5 IN CONCRETE CONSTRUCTION SHALL CONFORM TO CHAPTER 12 OF THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE 318. 4. VERTICAL 5AR5 IN CONCRETE CONSTRUCTION SHALL BE ACCURATELY POSITIONED AT THE CENTER OF THE WALL, UNLESS OTHERWISE NOTED. 5. BAR SUPPORTS SHALL BE PROVIDED AS SPECIFIED IN THE "MANUAL OF -1f STANDARD PRACTICE" ISSUED BY THE CONCRETE REINFORCING STEEL r I N5T I TOTE. 6. ALL REIFORCING SHALL 5ECURELY TIED IN PLACE PRIOR TO PLACING CONCRETE OR GROUT. 7, WELDING OF CRO551NG BARS AND TACK WELDING OF REINFORCING SHALL NOT BE PERMITTED. REINFORCED CONCRETE I. A. THE MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH SHALL BE: FOUNDATIONS/ FOOTINGS 3000 PSI SLABS 3000 PSI NO SPECIAL INSPECTION OF CONCRETE 15 REQUIRED AS NOTED BELOW PER 2013 GBG SECTION 1705.3 EXCEPTION I. ISOLATED FOCTIN05 < 3 STORIES AND EXCEPTION 2.1 FOR CONTINUOUS FOOTIN65 SUPPORTING LIGHT -FRAME Pl LLS AND EXCEPTI N 3. FOR NONSTRUCTURAL SLA_E35 ON GRADE THEREFOREO NSPECIAL INSPECTION OP CONCRETE SHALL BE REQUIRED. B. THE MAXIM.RTSLUMF SHALL BE 4 INCHES. G. MIX DESIGNS SHALL BE SUBMITTED FOR ALL CONCRETE WITH REQUIRED STRENGTHS GREATER THAN 3000 PSI. MIX DESIGNS SHALL BE PREPARED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA AND SUBMITTED TO THE PROJECT DESIGN PROFESSIONAL FOR REVIEW. 2. PORTLAND GEMENT SHALL CONFORM TO ASTM 0150, TYPE I OR 11, 3. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM G33. 4, ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM GEMENT CONTENT, 5. READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED IN AOCORDANGE WITH A5TM Cq4. 6. MINIMUM CONCRETE COVER (IN INCHES) FOR REINFORCING STEEL FOR NON- PRE57RE55ED CONCRETE; A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" S. FORMED SURFACES EXPOSED TO EARTH OR WEATHER tt6 AND LARGER 2" tt5 AND SMALLER 1 1/2" 7. SLEEVES, PIPES, AND CONDUITS SHALL NOT BE PLACED THROUGH CONTINUOUS OR SPREAD FOOTINGS, GRADE BEAMS, OR TIE BEAMS. 0. CONSTRUCTION JOINTS SHALL BE ADEQUATELY KEYED. THEIR LOGATION5 AND DETAILS, WHEN NOT 5HOWN ON THE DRAWINGS, SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. q. CONCRETE PLACEMENTS SHALL BE CONTINUOUS BETWEEN CONSTRUCTION JOINTS. 10. UNLESS 07HE-RWI5E SHOWN ON THE DRAWINGS, SLABS ON GRADE SHALL BE CAST IN SQUARE OR RECTANGULAR PATTERNS NOT EXCEEDING 400 SQUARE FEET, WITH A MAXIIMUM DIMENSION OF 20 FEET BETWEEN CONSTRUCTION, WEAKENED PLANE, OR CONSTRUCTION JOINT5. I J E G J E .a WOOD NOTES I. SAWN WOOD MEMBERS SHALL BE DOUGLAS FIR OR LARCH, 545, AND SHALL BE GRADE MARKED BY A GRADING AGENCY RECOGNIZED BY THE INTERNATIONAL CODE COUNCIL (IGC), UNLESS OTHERWISE NOTED ON DRAWINGS. 2. WOOD GRADES, UNLESS NOTED, SHALL BE AS FOLLOWS: LIGHT FRAMING (2" TO 4" THICK 4 2" TO 4" WIDE) NO.2 JOISTS 4 HEADERS (2" TO 4" THICK, 6" 4 WIDER) NO.2 BEAMS 4 5TRIN6ER5 (6X 4 LARGER) NO.I POST 4 TIMBERS (6X 4 LARGER) NO.I 3. BOLTS SHALL CONFORM TO ASTM A301. NUTS SHALL CONFORM TO A5TM A563, HEX GRADE A. 4. ALL BOLT HEADS, NUTS, AND LAG SCREWS BEARING ON WOOD SHALL HAVE STANDARD GUT WASHERS UNLESS NOTED. 5. BOLT HOLES DRILLED IN WOOD SHALL BE DRILLED 1/32" LARGER THAN THE NOMINAL BOLT DIAMETER EXCEPT FOR PILOT HOLES TO RECEIVE LAG BOLT THREADS. 6. NAILING OF SAWN WOOD MEMBERS, UNLESS OTHERWISE NOTED, SHALL BE DONE WITH COMMON WIRE NAILS AND CONFORM TO TABLE 2304.q.1 OF THE CBG. -1. GUTTING, DRILLING, OR NOTCHING OF 5EAM5/JOI5T5/PO5T5 SHALL BE PERMITTED ONLY AS SHOWN ON THE DRAWING5 OR AS INDICATED IN WRITING BY THE ENGINEER. 5. ALL 511 -LS OR PLATES RESTING ON CONCRETE OR MASONRY, WHICH 15 IN CONTACT WITH THE EARTH, SHALL BE PRESSURE TREATED DOUGLAS FIR, L1. PROVIDE BLOCKING OR BRIDGING PER 5EG 2305.5.2 OF THE GBG AND SEG 4.4.1.2 OF THE NATIONAL DESIGN SPECIFICATION. 10. MOISTURE CONTENT OF WOOD AT THE TIME OF PLACING SHALL NOT EXCEED Icl PERCENT. BUILDING CODE ANAL"'515: CALIFORNIA BUILDING CODE 2013 EDITION OCCUPANCY GROUPS: UTILITY AND MISCELLANEOUS U PRIVATE GARAGE TYPE OF CONSTRUCTION V -B ALLOWABLE AREAS: ALLOWABLE AREA (Aa) (N/INCREASES PER SEG 506.1) If = (F/P - 0.25) * W/30 5 Comply with California State Fire Marshall IF = (q5/q5 - 0.25) * 501,30 = F-7 Requirements for roof covering, valleys & gutters, attic l F = 415 FT ventilation, exterior wall openings, exterior walls, P = q5 FT windows, decks and under floor venting -2013 CRC W = 50 FT Section R327 1s=O U OCCUPANCY (ALLOWABLE AREA) TABLE 503 BASIC ALLOWABLE (At) = 5,500 5F Aa = (At + (At*If) + (At*Is)) = Ao = (5500 + (5500*.75) + (5+500*0)) = 9,625 5F U ALLOWABLE AREA 9,6255E U ACTUAL AREA NEW GARAGE 513 SF OK FIRE PROTECTION ANALYSIS: TABLE 601 TYPE V -B REOUIRE5 0 FIRE -RESISTANCE RATING AT ALL BUILDING ELEMENTS. 12 1/4 i _ I III ill i II WE57 ELEVATION 1/4" = 1'-0" SEE ELEVATION A -A THI5 SHEET SPECIAL FRAMING REQUIREMENTS NORTH ELEVATION 1/4" = 1'-O" APPLICABLE 00DE5: 2013 CALIFORNIA BUILDING CODE 2013 CALIFORNIA MECHANICAL CODE FIRE GO 20 3 CALIFORNIA E D 2013 CALIFORNIA ELECTRICAL CODE 2013 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS ELEVATION A -A 1/2" = I' -O" 50U7H ELEVATION 1/4" = I'-0" 3 OVER APA RATED SIDING AT EXTERIOR FACE TYP COVER WALL WITH SHEAR WALL 5HEATHiNG PER PLAN 4 SCHEDULE 4 ANCHORS PER PLAN Comply with 2013 CRC Section R327 Materials and construction methods for exterior wildfire exposure for Current information on approved materials from Cal Fire/ California Division of Forestry see California State Fire Marshall website See attached- Minimum erosion control and sediment controls for projects disturbing less than one acre PERMIT q BUTTE COUNTY DEVELOPMENT SERVICES �CV OZC W ©LIAFONC E SaarE BY EAST ELEVATION 1/4, = I' -O" REVISIONS BY PLAN 10/25 015 N W � 0 'I LU CV 3< U .� uZi 0 m Z 0 4�a� m 2 i �i II l CL fL l j 77 i� 'I II II I OPEN j l l l I CARGO CONTAINERO BEYOND F i� 11 li I I I' i l EAST ELEVATION 1/4, = I' -O" REVISIONS BY PLAN 10/25 015 LO U Q P. (W V LU 9 -m J`h 20 Q z 0 OUJ� N W � 0 8= LU CV 3< U .� uZi 0 m Z 0 4�a� m 2 Og CL LO U Q P. (W V LU 9 -m J`h 20 Q z 0 OUJ� z 0 `) yi_ Q m 2 - •..arv.aYr w-n.,u.0 u,n6-.. ,.aye a: v, r- _. . LU LU co kh Complete construction Post Debris Recovery final report documentation and V.O.C. - O Compliance Certification submit to Building Q r DATE 10/22/2015 = ROFESS/O�N �C�,t� U �0�!�LJ.CoeYF2 I/4 -P-04 LION Q �2 OP d� c oRAwn D CD N0.42028 m did or Ef�.03/31H6 A 51� 3ULI S �' C►VI1. ��XP sl�Er BUTTE 9TFOF CAUFO COUNTY DEC 10 2015 DEC 0 2 2015 1 DEVELOPMENT SERVICES OF SHEETS "`t %• �� 'C ;I I IIII 111111 II II r I CONTINUOUS ROW 2x BLOCKING OF EDGE NAILING FOR ITEMS BETWEEN JOISTSC.C. NOT NOTED SEE DTL 1/2 SHEATHING ROOF JOISTS PER PLAN PER PLAN L I= � OUTLOOKERS Vox'. 2x BLOCKING BETWEEN JOISTS 7F JOISTS :ALLEL TO ROOF JOISTS .L PER PLAN STRAP PER PLAN OVER BEAM t TOP PLATES M 51 ELEVATIONS PER PLAN A35' CLIP 2- 2x4 UNDER BEAM 'M FOR ITEMS NOT NOTED SEE PTL 2/2 ROOF 5HEATI 15/32" APA R TRAP PER PLAN TRAP PER PLAN _ SHEATHING (� BEAM PER PLAN UNBLOCKED OVER TOP OF BEAM OVER TOP OF BEAM FACE OUTHANGER 4 WALL PLATES 4 WALL PLATES N/ 3/8" APA RATED 8d COMMON SIDING, 8d GALV ® 6'b.c. EDGI CASING NAILS ®6" BOUNDARY N EDGE NAIL, FIELD FILED NAIL 6 x NAIL ® 12" STUD WALL TO SIDES 2x4 LEDGER W/ BC -AM POST GAP OF BEAM PER PLAN PER PLAN 2x6 HANGERS 3- 16d 2- Ibd SINKERS (p24"o.c. SINKERS ®Ib"d.c. A. SND) lJ BEAM PER PLAN NOTCH ENDS FOR FASCIA 4x10 WHERE OCCURS POST GAP PER PLAN MEMBERS P05T OVER OPENING IN UNDER \� WEST WALL 4x4 #I P05T BEAM 2x4 CONTINUOUS UNDER SEAM HUG' HANSER FASCIA MEMBER \ +8'-I" 2x4 JOISTS ®24"o:c. ((� '_oW/ 'U' HANDERS ," = I„ r = 1'-0" ROOF FRAMING PLAN LTOP NALL PLATE PLATES 8- *d S NKERS BETIWEEN SPLICECES SHALL S '-O" IN THE TOP 1/4" = I 8 BOTTOM 2x PLATES. 2x4 c I6"o.c. 571U0 VNALL POST PER PLAN SIDING PER PLAN- S ELEVATIONS —2x4 PRESSURE TREATED �I SILL PLATE N/ 1/2"x 10" POST BASE PER PLAN ANCHORS s 48"o.c. IN/ CONTINUE REINFORGINS 5PI/2-3' PLATE WASHERS FROM FOOTING BEYOND �I SII - SLAB PER PLAN I bf - #4 CONTINUOUS RE I NFORG I NSPER PLAN EXISTINS i TOP 8 BOTTOM HOUSE in � xry 0-- I =-O ' 4 GLR AT DONE L 3 SIDES /4ER I 8„ \ry�uQ L4x4x5/5 p CARGO x 0'-4" LONG PLAN VIEW O CONTAINER IAV I- 3/4"m b 51MP5ON CARBON GARSO STEEL STRONS-BOLT CONTAINER U EMBED N ( �- SLAB PER =PLAN I • ----- z4 CONTINUOUS TOP 8 BOTTOM N Pm- mrr# P`3_V y3 BUTTS /ICES �5 �xK 'C 11 C: 'ACE DATE— :R FLOOR/FOUNDATION PLAN SHEAR WALL 5GHEDULE: FIXTURES, LAMP HOLDERS, AND RECEPTAGLE5 OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE WEIGHING MORE THAN b# OR EXCEEDS 16" IN ANY DIMENSION SHALL BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER. OUTLET BOXES SHALL NOT BE THE SOLE SUPPORT FOR CEILING (PADDLE) FANS. MATE ADJAGE TO 4ALL BE SLOPED AV , AT A SLOPE NOT L 3T 10 FEET (5% SLO! — O 4 CORNERS 4 TYP 2 m m MARK 51LL PLATE ANGORAGE 5HEATHINm: EDGE NAILING SPECIAL CONSTRUCTION 5 3/8" APA RATED SIDINS ad GALVANIZED CASING ® b" c.c. 1/2" x 10" AB ® 48" o.c. NONE J INDICATES LENST 4 OF J I — — — 4_7 —1 2 I ryry��.�l.. 3/4 -HR . _..I_.._ i _ . . DOOR v IL — — — — — — — I }+sz Gia+ �� I THE GROUND IMME THE FOUNDATION I �i� FROM THE BUILDIN- o r �� I THAN b" IN THE FI sF y Fps I I I- LAYER 5/8" TYPE -X mYPBOARD FULL HEIGHT AT INSIDE FACE OF WALL TO I 4 P b„ �J UNDERSIDE OF ROOF 5HEATHINm. 2 l0 GARAGE 2 2 4" GONG SLAB �OAIV EACH NA'T' 0 lu THE RA6_�E FLOOR O SHALL ASLOPE FROM WALL THE BACK TOWARD THE MAIN VEHICLE ENTRY I p CARSO ifIl CONTAINER ' Ib°7° ROLLUP DOOR �F AANt' AUTOMATIC GARAGE F SHALL BE 5 T DOOR OPENER \��Qi� 26 P, LISTED NITH UL 325 A 2 I FLOOR/FOUNDATION PLAN SHEAR WALL 5GHEDULE: FIXTURES, LAMP HOLDERS, AND RECEPTAGLE5 OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE WEIGHING MORE THAN b# OR EXCEEDS 16" IN ANY DIMENSION SHALL BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER. OUTLET BOXES SHALL NOT BE THE SOLE SUPPORT FOR CEILING (PADDLE) FANS. MATE ADJAGE TO 4ALL BE SLOPED AV , AT A SLOPE NOT L 3T 10 FEET (5% SLO! — O 4 CORNERS 4 TYP 2 m m MARK 51LL PLATE ANGORAGE 5HEATHINm: EDGE NAILING SPECIAL CONSTRUCTION 5 3/8" APA RATED SIDINS ad GALVANIZED CASING ® b" c.c. 1/2" x 10" AB ® 48" o.c. NONE NOES: I. ALL UNSUPPORTED PANEL ED6E5 5HALL BE BLOCKED N/ MIN 2x4 FLAT. 2. ALL PLYWOOD NAILING SHALL BE DONE NITH GALVANIZED CASING NAILS OR A SUN NAIL EQUIVALENT. 3. ALL MUDSILL ANCHOR BOLTS SHALL HAVE 'BPI/2-3' PLATE NA5HER5. I OFES P�Ne�g. J. Do J � o c;? w N0.42028 m Exp. 03/31/16 cP 9p CIVIL �xP FCF 1FOFl BUTTE CAL COUNT' JAN 2 6 2016 JAN 2 9 2016 .C'AA V7f,na REVISIONS BY PLAN 10/25,2015 GHEGK PLAN 1/26/12016 (V W g_WWus'' N Lu W% v J O QQb ZlJJ co ` Qa-a O _ a A". 10/22/2015 SCAI%4'•1'-O' UON ORAW4 d)d JOB 15039 srIEEr 2 OF SHEETS rm .— N _= J i / I1\ I I I I � I I I � I I I , , I I , I i , i i I , I I I t , , i , , 272.94' PROPERTY LIN t , i I A O I zo sm I r ��2 I 30' SETBACK UNE40 �- z l pOom O CD Q , lz O o I x a N0 I 152•_2• �- og v i I 1 oz \ a O I , �' o I• I ---------------------- F� –, J mz o w I I I – 7 I I I 100•-0• \♦ i I I I o m \\\ I I UNE I I , 30' $ETD-AQK I I I I I I I I I , , , I i I , I I , , I I I I 292.74' PROPERTY UNE I I I i t I I I , , I , I , , I , i , , I , TTI > I ;cl) C , 1^D / /20 — I „ 0 m Z 0"rD0 , 0, \� m 000 0 7Z7- z I 1 6C 6 I I yCOA � I f G^OOm e Z rn zzo Z I I I Aym O 1C I I I I I FTI ci) ` J 1 I n O FTI V J 1 I O \ nm 0 \\ v \ m.J \ < JJm m m D D NEW GARAGE FOR N �o KI JEON G JEON Z N 3 STEAMBOAT ROCK ROAD BUTTE VALLEY, CA 95965 rm .— N _= J ELECTRICAL / MECHANICAL NOTES 1. All lighting shall comply with mandatory lighting requirements per California Energy Code 2. Exterior Water Proof Duplex receptacle shall be 15 & 20 AMP 120V, 2010 CEC ART. 210.52(E)(1) & 210.8 3. All electrical receptacles shall be tamper resistant, 2010 CED ART. 210.2 (B) 4. All circuits in the house shall be AFIC Protected, 2010 CEC ART. 210.2 (B) 5. Exterior Light must be high efficacy or controlled by photolmotion sensor 6. All fixtures, lamp holders and receptacles shall be securely supported. 7. Per the mandatory measures for residential lighting, all the lights for the house and garage shall be high efficacy lights. If low efficacy lights are installed they must have dimmer controls and / or manual on vacancy sensors. 8. All receptacles within the garages shall be GFCI protected. 2013 CEC Art. 210.8 (A)(2). 9. Please specify that the automatic garage door opener shall be listed in accordance with UL 325. CRCR309.4 and Health and Safety Code Sections 19890 and 19891. 10. Fixtures, lamp holders and receptacles outlets shall be securely supported. A fixture that weighs more than 6 pounds or exceeds 16 inches in any dimension shall not be supported by the screw shell of a lamp holder per 2013 CEC Art. 410.30 (a). Outlet boxes shall not be used as the sole support for ceiling (paddle) fans per 2013 CEC Art. 314.27 (A) & (D). 11. Electrical panel and sub -panels grounding shall comply 2013 CEC Article 250-32. Provide separate grounding wire to each panel from main electrical service entrance panel. ELECTRICAL SYMBOLS 0 DUPLEX RECEPTACLE WP$ DUPLEX RECEPTACLE WATERPROOF 220 V0 DUPLEX RECEPTACLE 220 V SWITCH @ +42" $3 SWITCH - 3WAY CEILING LIGHT FIXTURE �I OUTDOOR LIGHT FIXTURE SUB PANEL (100AMP) ® GRAGE ROLL -UP DOOR OPENER ® ROLL -UP DOOR MOTOR SO SMOE DECTOR TO MAIN PANEL ELECT,?,,, C�� UFCRM/q REFQAND UIREMENT D AR771 BONDING 3 FOR GROUNDING COMPLY Wrr" CAZZ10,,?jM aEC7'VCA1 CODE—for wiring meftdr secure conductors and conduit per all applicable requirements as required by the 2013 CEC for the specific method of wiring vrwoEvELOPM NT3ERVIC_ FOP BUTTE COUNTY JAN 2 9 2016 �� v v-i.UPMBN'T SERVICES REVISIONS BY 1/15/16 KJ aditional notes Z Q n Q U I— U W W w *,..... _ �a 0 U > Ld w Q �"D m .• Q , 0 0 0 C� y LL 0 Q 0 0 w W 0 1- Q 0 LLJQ DATE 10/22/2 SCALE NOT TO SCALE DRAWN JOB SHEET 4 OF I SHEE �. i.; 71 1 C'. bo( C �,