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HomeMy WebLinkAboutB16-1589 039-230-070J w U 039.230.071 Cid O O N 15'-O" 039.230.070 (E) RESIDENCE :201-011- (E) GRAVEL DRIVEWAY TO REMAIN ROADWAY CENTERLINE m FF (F) LEACH LINES POOL PUMP N- 20'-O" (E) SEPTIC C/O (E) 1200 GALLON SEPTIC TANK 000 Mc ANARL IN AVE SITE PLAIN SCALE: 1116*' 039430.062 (W FENCE AT PROPERTY LINE (E) TREE TO BE REMOVED ZONED.* A-5 (AGRICULTURAL 5 -ACRE MIN.) APNes 039.230.070 GOVERNING LOCAL AGENCY: COUNTY OF BUTTE DESIGNED BY: 3115 JOHNNY LANE CHICO, CA 95973 SHEET SHEET Al A2 COVER SHEET LOOR # ELECTRICAL PLAN SHEET A3 TIONS Z SITE 1) CONTRACTOR SHALL RECOGNIZE AND NOTIFY ENGINEER IF CLAYS OR SOILS, NOT 5UITA13LE FOR CONSTRUCTION, ARE PRESENT. CONSTRUCTION SHALL NOT CONTINUE WITHOUT APPROVAL OF THE DESIGNER OR ENGINEER OF RECORD. 2) THE CONTRACTOR AND/OR OWNER SHALL BE RE5PON5IBLE FOR ESTABLI5HING AND MAINTAINIING ALL PROPERTY LINES AND CORNERS AND SHALL ENSURE THAT CONSTRUCTION 15 WITHIN ALL APPLICABLE 5ETBACK5 AND EASEMENTS. 3) THE ENTIRE AREA TO BE COVERED BY STRUCTURES SHALL BE CLEARED AND GRUBBED TO TO REMOVE SURFACE VEGETATION AS REQUIRED. 4) ALL GRADING SHALL CONFORM TO LOCAL GRADING ORDINANCES. GRADE SURROUNDING ANY BUILDING -STRUCTURES SHALL BE SLOPED A MINIMUM OF 5% AWAY FROM THE BUILDING PAD FOR A MINIMUM 10' IN ALL DIRECTIONS TO MAINTAIN SUFFICIENT DRAINAGE. WHERE PHYSICAL 055TRUCTIION5 OR LOT LINES PREVENT THIS, AN ALTERNATE METHOD SHALL BE USED TO DIVERT WATER U5ING A SWALE OR OTHER APPROVED METHOD. 5) THERE ;SHALL BE NO UTILITY TRENCHES WITHIN THE INFLUENCE ZONE OF THE FOUNDATION (A 45 DEGREE ANGLE PROJECTING FROM THE BOTTOM OF THE OUTER EDGE OF ANY FOOTING.) 6) CONTRACTOR SHALL PROVIDE A MECHANISM FOR RETAINING SITE DRAINAGE ON THE PROPERTY 5Y USE OF PERFORATED UNDERGROUND DRAINS TIED TO THE PROP05EP ROOF GUTTERS. PROVIDE 10' CLEARAkNCE TO EXISTING STRUCTURE. 7) THE COINTRACTOR 15 SOLELY RE5PON5IDLE FOR BRACING AND SHORING ALL EXCAVATIONS, DEWATERINIG OF EXCAVATION FROM EITHER SURFACE WATER, GROUND WATER OR SEEPAGE, TEMPORARY AND EX15TING STRUCTURES, AND PARTIALLY COMPLETED PORTIONS OF THE WORK TO ASSURE THE SAFETY OF ANY PERSON COMING IN CONTACT WITH THE WORK. 8) THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SHALL VERIFY ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RE50LV'ED BEFORE PROCEEDING WITH THE WORK. 9) NO STRUCTURAL MEM13ER5 SHALL BE CUT, NOTCHED OR OTHERWISE PENETRATED UNLESS SPECIFICALLY APPROVED BY THE MANUFACTURER OF THE PRODUCT. 10 WHERE THE GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH ANY SPECIFICATIONS, THE DESIGNER SHALL BE NOTIFIED FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. 11) THE CONITRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE: SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL 5UP'ERV15E AND DIRECT THE WORK AND SHALL BE 50LELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 0135ERVATION VI5ITS TO 'THE SITE BY FIELD REPRESENTATIVES OF THE ENGINEER DO NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OF THE PROCEDURES FOR SUCH METHOD5 OF CONSTRUCTION. ANY SUPPORT &ERVICE5 PERFORMED BY THE ENGINEER DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED 5Y OTHER5. THESE SUPPORT 5ERVICE5 WHICH ARE PERFORMED AFTER COMPLETION OF CONSTRUCTION, ARE SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECS: THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISIONS OF CONSTRUCTION. 12) 055ERV;ATION VISITS TO THE SITE BY THE ENGINEER SHALL NEITHER BE CONSTRUED A5 INSPECTION NOR APPROVAL OF CONSTRUCTION. 13) CONTRAICTOR SHALL READ AND BE FAMILIAR WITH ALL FACETS OF THE PLANS AND 5PECIFICATION5 AND SHALL REQUEST CLARIFICATION AS REQUIRED BEFORE COMMENCING CONSTRUCTION. 14) CONTRAiCTOR SHALL BE RESPONSI13LE FOR ANY CONSTRUCTION WHICH 15 IN DEVIATION FROM THESE PLA,N5. 15) CONTRAICTOR 15 RESPONSI13LE FOR THE CORRECT INSTALLATION OF ALL MANUFACTURED PRODUCTS, INCLUDING BUT NOT LIMITED TO 055, T1-11, PARALLAM5 AND MICROLLAMS. ALL INSTALLATRON5 SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 16) ALL COMPITION5 SHOWN OR NOTED A5 EX15TING ARE 5A5ED ON THE BEST INFORMATION CURRENTLY' AVAILABLE AT THE TIME OF PREPARATION OF THESE DRAWINGS. NO WARRANTY 15 IMPLIED A5 TO THEIR ACCURACY. CONTRACTOR 15 TO FIELD VERIFY ALL CONDITIONS. 5HOULD CONDITIONS BECOME APPARENT WHICH DIFFER FROM THE CONDITIONS SHOWN HEREIN THEY SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT OR ENGINEER. THE ARCHITECT OR ENGINEER IMAY THEN PREPARE ADDITIONAL DRAWINGS AS MAY BE NEEDED TO ACCOMMODATE THE NEW CiONDITION5. 9690 MCANARLIN AVE DURHAM, C SERVICE CONTACTS SERVICE CONTACT PHONE COUNTY DEVELOPMENTAL SERVICES (830) 538-1601 UNDERGROUND SERVICE ALERT (800) 227-2600 .FimA� Durham Davton Hw VICINITY MAP Osoom 180o" cu a U j " u N Blossom Ln ,w,= _ _ l CL r > Bundick Rd Ferso�l;Rd n Ranch Ln Ranz Rd� lii y � i - Vista Ln h Durham cil �i SCOPE OF PROJECT 167 5QFT UNCONDITIONED ENCL05URE U51NG NON-BEARING WOOD FRAMED WALL5 WITHIN THE COVERED PORCH AREA OF A SINGLE FAMILY SINGLE STORY RESIDEN GENERAL INFORMATION GOVERNING CODE5 2013 CRC, ENERGY CODE AND ALL APPLICABLE LOCAL ORDINANCE5 BUTTE COUNTY AUG 1'5 2016 DEVELOPMENT pcSERVICES �J�6`lvM fCCh�c BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODS�OMPLIANCEDATE 2S% BY l� AUSMUS LAND DEVELOPMENT CIVIL ENGINEERING ARCHITECTURAL DESIGN STRUCTURAL DRAFTING 3115 joc LANE CHICO CA 95927 (530) 921.26M QVf PPS/pNgl h� C �C MU 286 * 0 -30-2017 qlF pF CAI.�F�R Z oZ Z O U <� 0 �� Z w M� �> O z z O U ZR� _ z R S a xM Cs 4 walww � I WNW DRAWN BY: E DA SCALE: AS NOTED DATE: 07/04/16 CHECKED BY: E ©A r ELECTRICAL LF -&F -ND HIGH EFFICACY LUMINAIRIE5 OR LOW -t- EFFICACY (INCANDESCENT) LUMINAIRES CONTROLLED BY A MANUAL OWOFF 5WITGH WITH A PHOTOCELL AND MOTION SENSOR. 1/811x1" DEEP SAWCUT (FILL WITH CAULKING) KEY COLD JOINT WHERE OCCURS 03s AT 18" OC EAU OR, 104s AT 24" OC E/W 4" MIN. 2,500 psi ' CONCRETE SLA15 4" MIN OF 1/2" TO 3/4" CLEAN AGGREGATE 6 MIL VAPOR —I •''ill'!' BARRIER OR EQUAL DIRECTLY UNDER ENGINEERED FILL CONCRETE W/ 6" OR NATURAL SOIL MIN LAPPED JOINTS CONCRETE SLA5 DETAIL /11 S� LAP TOP PLATES AT CORNERS DBL. 2x TOP PLATE / W/ Ibd NAILING 12"oa TYP (SEE DETAIL SPLICES) 2x 5TUD5 AT 16"oc --- 2x BOTTOM PLATE (PRESSURE TREATED AT SLAB FLOORS) (2)-2X KING STUDS AT OPENINC75 OVER 6 -O 4x12 DF#2 OR IN WIDTH EACH SIDE OF 6x8. HDR U.O.N. OPENING (4) 166 EA END EACH END SINGLE POLE LIGHT SWITCH IT"rF/CAL 5 -WAY LIGHT SWITCH USE 4x OR DBL. IS 120 VOLT UL, TAMPER RESISTANT, GFGI � PROTEG , MOUNT BOTTOM OF BOX AT + IS" GING ABOVE FINISHED FLOOR UNLESS NT sra�a.NF +1R OTHERWISE NOTED. Q 0 TY�'1 G�4L DOOM' INSTALL CEILING FAN PER OWNER. O SECURE MOUNTING BOX WITH ABILITY Y N�OY TO WITHSTAND 5OLB FORGE PER CRC SEE ARCH' FOR BLOC OWNER TO INSTALL CARBON O MONOXIDE ALARM IN HALLWAY � ON0 ADJACENT TO EXISTING BEDROOMS PER CRO R514 AND 8515 f--- Ibd ® 12 oc 2x TRIMMER INSTALL GFGI AND WEATHERPROOF HIP RECEPTACLE HIGH EFFICACY LUMINAIRIE5 OR LOW -t- EFFICACY (INCANDESCENT) LUMINAIRES CONTROLLED BY A MANUAL OWOFF 5WITGH WITH A PHOTOCELL AND MOTION SENSOR. 1/811x1" DEEP SAWCUT (FILL WITH CAULKING) KEY COLD JOINT WHERE OCCURS 03s AT 18" OC EAU OR, 104s AT 24" OC E/W 4" MIN. 2,500 psi ' CONCRETE SLA15 4" MIN OF 1/2" TO 3/4" CLEAN AGGREGATE 6 MIL VAPOR —I •''ill'!' BARRIER OR EQUAL DIRECTLY UNDER ENGINEERED FILL CONCRETE W/ 6" OR NATURAL SOIL MIN LAPPED JOINTS CONCRETE SLA5 DETAIL /11 S� LAP TOP PLATES AT CORNERS DBL. 2x TOP PLATE / W/ Ibd NAILING 12"oa TYP (SEE DETAIL SPLICES) 2x 5TUD5 AT 16"oc --- 2x BOTTOM PLATE (PRESSURE TREATED AT SLAB FLOORS) (2)-2X KING STUDS AT OPENINC75 OVER 6 -O 4x12 DF#2 OR IN WIDTH EACH SIDE OF 6x8. HDR U.O.N. OPENING (4) 166 EA END EACH END TYFIGAL A A IT"rF/CAL /NG LL USE 4x OR DBL. IS NALL CONDITION AT TALL ELEVATION AT HOLDOWNS (5 PLAN FOR LOGAT GING wALL5 - 2x CRIPPLES NT sra�a.NF +1R !EAR Q TO HDR. SET AT TY�'1 G�4L DOOM' 'LIGE OR PLATE NOTCH STANDARD WINDOW Y N�OY SEE ARCH' FOR BLOC 1-16T. UNLESS REQUIREME OTHERWI5E NOTED" f--- Ibd ® 12 oc 2x TRIMMER OR PER 5F I EA. SIDE EA. 51DE WALL REQ U.O.N. W/ 16d KING STUD AT 12"oa EA. SIDE PLATE 5 GREATEF 2x SILL - DBL. 5 LL AT OPENINGS OVER 5'-0" WIDE TRIPLE OVER 10' WIDE) 2x CRIPPLE 5TU125 5/8" DIAMETER ANCHOR 5OLT5 11 AT 6'-0" O.G. U.O.N. 5PAGED PER (4) 8d TYP PLAN(MIN. 2 BOLTS PER PLATE, OR (D 16V E I NAIL 1 11 11MAX. 12" FROM CORNERS)To TYFIGAL A A L L fff;<A /NG LL T'rF I GAL NALL FRAM I NO ELEVATION L L TUD w ON) GING NT sra�a.NF +1R !EAR Q r 'LIGE OR PLATE NOTCH THAN 1/5 (WIDTH .- 4 1/2" ML q 1/2'! -MAX. 5"x5"x0.2241" PLATE WA5HER5 AT EACH BOLT (TYP) N Li ILI ❑ (EJ 51 DE`(ARD ❑ FENCE TO REMAIN a Li ❑ 151-0" (E) SETBACK y 41 -PLAWNL 41 W + lk + W W W W W W W W �Y �Y 41 y W W W W W y W W (E 4XI2 ° 2 '• d � 1 EP . ' d , m 3 FIREPLACE d . d t— MATCH W FF • a ELEVATION a1 n • d. a , a ®. 4 _ , d 4 a 1 ' o m EXI STING d , ° LIVING o r ROOM i d ' a .. PRO. OSEI> • sur COM a qI d . ct- M) BUILT-IN ,4� -c4V CABINETS ° (EJ FIBER GEMENT I��• SIDING TO REMAIN .' (1=J EXTERIOR WALL MOUNTED LIGHT TO • . b REMAIN . d GARAGE e 1 SUNROOM 1=LOOR PLAN a '• , d GONSTRUGTION NOTES 1� (E) 4X ROOF -BEARING BEAM TO REMAIN O2 (E) EXTERIIOR STUCCO WALL TO REMAIN. 413 (P) DOOR OPENING PER FLOOR PLAN ® (P) WINDOIW OPENING PER FLOOR PLAN l�5 (E) FOOTIMI6 FOR (E) HOUSE © (E) 6"x6" POST TO REMAIN O7 DOWEL 8 EPDXY #4 REBAR 6" INTO (E) FOOTING- ® (E) FOOTING TO REMAIN O(P) S -COACT STUCCO EXTERIOR TO MATCH PORTIONS, OF (E) HOUSE. 10 (E) 51MP50N P05T BASE TO REMAIN 11 1/2" 6YP5UM WALL BOARD 12 (E) FIBER GEMENT SOFFIT SIDING TO REMAIN 13 (P) GONG !SLAB PER DETAIL 5 14 2X STUDS W' OC. SAME WIDTH AS BEAM 15 (E) POST CAP TO REMAIN 16 2X P.T. DF SILL O17 NO. 4 DEFORMED BARS TOP AND BOTTOM 60K° XSTEEL. THREE INCHES CLEAR WALL LE69END PROP05ED 2X4 NON-BEARING WALL 1 —1 (E) NON-BEARING WALL TO REMAIN *^ (E) BEARING WALL TO REMAIN A a NINDON LEC5END INSTALL 5050 DBL HUN6 WINDOWS PER OWNER INSTALL 28" SIDELIGHT PER OWNER DOOR LEGEND M INSTALL DBL FRENCH DOORS PER OWNER v4/MIN 0.52 U -FACTOR 4 0.25 5HG0 INSTALL 5068 EXTERIOR DOOR W/ DOUBLE HUN6 GLAZING CONSTRUCTION NOTES REMOVE (E) WINDOWS 4 INSTALL NEW DOORS PER LEGEND 412 (E) 6X6 P05T TO REMAIN CONSTRUCT GONG 51DEWALK. SLOPE 1% AWAY FROM HOUSE ® CONSTRUCT GONG SLAB PER DETAIL 5 PERM1AlT # C2, 45 0"-" 1 BUTTE COUNTY DEVELQ AI NE T SERVICES REVIEWED FOR CO . E CO i'" LIA �E DATE ��BY (E) RAFTERS SUNRooM FRAMIN6� PLAN NTS E DATE IDE5CRIPTION 08/10/16 I PC#1 AUSMUS LAND DEVELOPMENT CIVIL ENGINEERING ARCHITECTURAL DESIGN STRUCTURAL DRAFTING 3115 JOHNNY LANE (S30)9C23648 QVVESSIpNgI WIx" MV10A s.9- mm * b�-30-2017 Jl• CIV1� �� Ill or DRAWN BY: EDA SCALE: AS NOTED DATE: 07/08/16 CHECKED BY: EDA PROD NO.: sra�a.NF +1R aew►.ws irew�wr r «,w DRAWN BY: EDA SCALE: AS NOTED DATE: 07/08/16 CHECKED BY: EDA PROD NO.: ,. • , .. • ' ... � , . ' . • ENCLOSURE ::: y p (E) EXTERIOR WALL • I I REAR. EAST) LEVATION /=1 witinnwa INEI NN No COVERED PORCH %�...�. ... .. �r PROPOSED LEFT (NOR. ELEVATION AUSMUS rAf LAND DEVELOPMENT CIVIL ENGEgZERING ARCHITECTURAL DESIGN STRUCTURAL DRAFITNG 3115OHN" LANE CHICO CA 95927 (530) 521.2648 WESIlSIpHgl�y , tC Ucz y w m 65286 * 9-30-2017 F OF CAV\F Z7 z z Qd .. Qv a+ 04 Wd ki z z < O < V PERMIT.9E21 - 1`5�0c! BUTTE COUNTY DEVELOPMENT SE`tVICES REVIEWED FOR OD DATE g 2�J BY DATE ,aM.w '1i1.MM' �.rr�.• it III 71t 7F-1 El0 ,ONc ,+Mrs^ fnMlRlrrr� °o°❑ .■ goo, a ,. • , .. • ' ... � , . ' . • ENCLOSURE ::: y p (E) EXTERIOR WALL • I I REAR. EAST) LEVATION /=1 witinnwa INEI NN No COVERED PORCH %�...�. ... .. �r PROPOSED LEFT (NOR. ELEVATION AUSMUS rAf LAND DEVELOPMENT CIVIL ENGEgZERING ARCHITECTURAL DESIGN STRUCTURAL DRAFITNG 3115OHN" LANE CHICO CA 95927 (530) 521.2648 WESIlSIpHgl�y , tC Ucz y w m 65286 * 9-30-2017 F OF CAV\F Z7 z z Qd .. Qv a+ 04 Wd ki z z < O < V PERMIT.9E21 - 1`5�0c! BUTTE COUNTY DEVELOPMENT SE`tVICES REVIEWED FOR OD DATE g 2�J BY DATE DRAWN BY: EDA SCALE: 1/4"=1' DATE: 0'7/08/16 CHECKED BY: EDA PROD NO.: ,aM.w '1i1.MM' �.rr�.• it III 71t 7 a� ,ONc ,+Mrs^ fnMlRlrrr� .■ goo, a wmw*$ w DRAWN BY: EDA SCALE: 1/4"=1' DATE: 0'7/08/16 CHECKED BY: EDA PROD NO.: f