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HomeMy WebLinkAboutB15-0331CHICO CIRCUIT PERMIT# 17 1 �� v 3 3 j BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE CO� PLIANCE DA C� /� // 5 BY OVERSEER 10 HONEY RUN ROAD CHICO, CALIFORNIA 95928 BUTTE COUNTY S H E ET I N D E X NUMBER TITLE COVER SHEET / INDEX APARTMENT O W N E R A1.1 CHICO BIDWELL A2.1 CONGREGATION A2.3 OF A2.4 JEHOVAHS WITNESSES A2.5 B U I L D I N G S I T E A3.1 ADDRESS: 10 HONEY RUN ROAD A3.2 CHICO, CALIFORNIA 95928 A9.1 ASSESSOR'S PARCEL NUMBER: 017-240-039-000 A9.2 REPRESENTATIVE: JOEL TRENALONE k A9.3 PHONE NUMBER: (530) 520-1478 LONGEST DRIVE HONEY RUN ROAD AIR RETURN PLAN EXISTING J+` KINGDOM HALL 9,c 'Po PROPOSED CO Z APARTMENTS PROJECT INFORMATION v I LD' 70 /3E SPR I N fD OCCUPANCY: RESIDENTIAL ,� BUILDING TYPE: V—B /pr—r, (f RC. SfLT BUILDING AREA: 2944 SQ. FT. T LIVING AREA: 1598 SQ. FT. $ 3;�)S'rA y GARAGE ENTRY: 650 SQ. FT. 'Compl TOTAL ACTUAL AREA: 2492 SQ. FT. Vfinal re ALLOWABLE AREA: 7,000 SF `Compli SEISMIC ZONE DESIGN CATEGORY: SDC D Divisio WIND SPEED: 85 MPH (A S t7) Q D' NONE CODES: 2013 CALIFORNIA BUILDING CODE (CBC), 2013 CALIFORNIA LCODE (CRC), 2013 CALIFORNIA MECHANICAL CODE (CMC), 2013 PLUMBING CODE (CPC), 2013 CALIFORNIA ELECTRICAL CODE (CEC), 2013 F FIRE CODE (CFC) AND 2013 CALIFORNIA ENERGY CODE (2013 CALIFORNIA ANDARDS AS AMENDED BY THE STATE OF CALIFORNIA AND THE LOCAL N) 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE. S H E ET I N D E X NUMBER TITLE COVER SHEET / INDEX APARTMENT STR U CTU RAL S2.1 FOUNDATION PLAN S3.1 FOUNDATION DETAILS S3.2 BUILDING SECTION :te construction Post Debris Recovery port documentation and V.O.C. ance Certification submit to Building i_ prior to final building inspection BUTTE COUNTY B r -.-o3-3) ��a0 MAY 1 4 2015 �E LOPMENTOL F a� 1 REVISION 1 - 05/1 2015 S NUMBER ARCHITECTURAL A1.1 SITE PLAN A2.1 OVERALL FLOOR PLAN A2.3 ENLARGED FLOOR PLAN A2.4 ENLARGED FLOOR PLAN A2.5 ROOF FRAMING PLAN A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A9.1 TYPICAL FRAMING DETAILS A9.2 TYPICAL FRAMING DETAILS k A9.3 TYPICAL FRAMING DETAILS STR U CTU RAL S2.1 FOUNDATION PLAN S3.1 FOUNDATION DETAILS S3.2 BUILDING SECTION :te construction Post Debris Recovery port documentation and V.O.C. ance Certification submit to Building i_ prior to final building inspection BUTTE COUNTY B r -.-o3-3) ��a0 MAY 1 4 2015 �E LOPMENTOL F a� 1 REVISION 1 - 05/1 2015 S NUMBER H E E TITLE T I N D E X ELECTRICAL E2.1 ELECTRICAL ENLARGED FLOOR PLAN E2.2 ELECTRICAL ENLARGED FLOOR PLAN MECHANICAL M2.1 MECHANICAL AIR SUPPLY PLAN M2.2 MECHANICAL AIR RETURN PLAN I See attached— Minimum erosion control and 'sediment controls for projects disturbing less than one acre L;c GO /01V •ii a �#°,. y, �q piaR a Sy�y �.� 4 �': z z� �� OS 't.�}�� J ,k y y '�Z� .� �• �a'fi fizt =•y$„ ,z..ix,+..•"r��.('+'w'�n! .. - x .. • w. � �� '. + s. -1 $� � r w2;y. ��a.(`.�� � :rtcc a xf+ r� e. M3 s a 3 ':j '� .Y i•. - M � J� 1' +''" '."f •c>S^'!i'� y,•, EF3 �i ss"f'+. •,,,..c`at"`�;�..'':..••yi.+t�.'J✓: .:: Ia1 ' :k f Z .ric3 e'. :� +x .'.Sy +E- '°!S r-.'§�v.s x'd` •..3'1 ; t � "• grss{. ,:..i=v^.>a.,*^ � .�ti' ,. � � -'rye �•K2a ''� �' .r�'`.Y�t{a,� �'s"'�. ���'� . �' ... t tip" R� _ • e r. r a -,yr. t .'... w � �� tsi� v »� u43sx"�` � v �. �'.^• r� f �' st•`� ~�` '�, > • i F ti t .. a ��;�•'% � �"•Xycs.., ,i!yf j;. � . 4 S �y�. �i �g�•��'^z•x, '� ` ALI ' �'� c b k cz w- mm r � i� r�„.Vm 'K7 Eli BUTTE t COUNT' G ...ns.. FEB 13 2015''V ? tA,it DEVELOPMENTr SERVICES t , BUTTE COUNTY -n.. 13UILDING DIVISION ,Yr � y hof - APPROVE® i.. 01-Fk, PERMIT # 131�'—d BUTTE COUNTY DEVELOPMENT SERVICES; r REVIEWED FOR C E COMPLIANCE _ DATE 6 (� BY Y y lA. Go 1 �i `-S87-29E 474 DRIVEWAY I S �o �Q PERMR # B COUNTY DE' 1 1. IF THE (MOUND SLOPES 100% WITHIN 40'-0' OF STRUCTURE FOUNDATION, THEN APPLICABLE CODE (CRC SECTION 403.1.7.1) REQUIREMENTS APPLY. 2. GRADE SHALL BE 5% WITHIN THE FIRST 10'-0' FROM ALL SIDES OF STRUCTURE 3. PER ELEVATION CERTIFICATE OMB NO. 1880-1008. FINISHED FLOORS ELEVATION AND ALL EQUIPMENT RELATED TO THIS STRUCTURE SHALL BE SET AT 257.04'. 4. FINISHED ROOD ELEVATION CERTIFICATE IS REQUIRED PRIOR TO FINAL APPROVAL OF STRUCTURE. 5. THE OWNG STRUCTURE HAS THREE FULLY WORKING BATHROOMS. THE NEW STRUCTURE SHALL HAVE TWO FULLY WORKING BATHROOMS. LIMIT OF EXISTING PAVING STING RESIDE 2,304 SQ FT HONEY RUN ROAD t� <61 >}y EXISTING WELL • O I PROPOSED RESIDENCE 2,492 SQ FT aMENT SERVICES Z 0 do v 90 i ) 16.36' 256.8 257.4 • I� d- IN 254.0" 200'-0 253.0 - 252.0 -- �,,,_ 251.0 �� FLOOppN 250.0 ; - ` eovN pgRY 249.0 - 248.0 NT 14'W 230' CONSTRUCTION IN i 6EMENTS . PORTIONS OF STRUCTURE TO BE OUT EASEMENT -INCLUDING FOOTINGS, 1NDATIONS, WALLS, EAVES AND ROOF WELL HOUSE POWER POLE PROVIDE MINIMUM DISTANCE FROM `I FOOTING OF STRUCTURE OF 5 fT FROM ALL PORTIONS OF PRIVATE SEWAGE DEPOSAL SYSTEM INCUDING SEPTIC TANK, LEACH AREA AND PITS AREA OF WORK EXISTING SEPTIC EXISTING LEACH TRENCH REPLACEMENT TRENCH e SCALE 0 50 100 cop z Ld Q aN Q c !ROi O C Z11 O Z 8 0 o5cn z Ld (/)A 0 xn-A.c.) *o50'_O, SHEET NUMBER: Al. 1"�- 1. ALL EXTERIOR WALLS TO BE: 7/8" CEMENT PLASTER 0/ MTL LATH 0/ 2 LAYERS GRADE 'D' BUILDING PAPER 0/ 3/8" STRUCT. PLYWOOD 0/ 2X6 STUDS (AT 16" O.C.) 0/ 1/2- GYP. BD. 2. EAVE AND FASCIA SHALL BE COVERED WITH CEMENT PLASTER. 3. WINDOWS SHALL HAVE ONE PANE TEMPERED. 4. ANY EXTERIOR DECKING SHALL BE IGNITION RESISTANT PER 2013 CRC R327.9. 5. ALL EXTENDS DOORS SHALL BE SOLID CORE 1 3/8" THICK HAVING A FIRE RESTIVE RATING OF NOT LESS THAN 20 MINUTES. 6. PORCH CEILINGS SHALL BE CEMENT PLASTER. (N) EXTERIOR WALL TO COMPLY W/ "CS-WSP". CONTINUOUSLY (NJ INTERIOR WALL: SHEATHED WOOD STRUCTURAL PANEL, 2X4 WOOD STUDS W/ 1/2- TYPE GYP. BD. ® EA. SIDE. SHEATHING 3/8" MIN. PANEL THICKNESS. NAIL GYP. BD. ® 7" 'O.C. HORZ. AND VERT. JOINTS SHALL OCCUR OVER MINIMUM WOOD STRUCTURAL PANEL SPAN RATING: 24/0 STUDS OR BLOCKING. SOLE PLATES SHALL BE SECURED TO CONCRETE AND MAXIMUM WALL STUD SPACING: 16" TOP PLATES SHALL BE SEURED TO BOTTOM CHORD OF TRUSSES ® 24" O.C. PANEL NAIL SPACING: 6D COMMON, MIN 1.5" PENETRATION. 6" NOTE! USE WATER RESISTANT GYP. BD. 0 ALL BATHROOMS. O.C. ® EDGES/ 12" O.C. 0 FIELD FOR TOP CONNECTION AT INTERIOR WALLS SEE: 1/A9.1 MINIMUM LENGTH OF BRACED WALL PANEL = 32" FOR TOP PLATE SPLICES SEE: 6/A9.1 �p FOR DOOR AND WINDOW FRAMING DETAILS SEE SHEET A9.2 EA` NN I A I -310 Ah'A KAP W I sd CUMMUN A7 6-" 1 D/0 x I AC Al 48 I � A. ALL UNSUPPORTED PANEL EDGES SHALL BE BLOCKED. A R-19 BATT INSULATION 0 B. 8d COMMON NAILS SHALL HAVE A MIN DIAMETER OD 0.131" AND LENGTH OF 2 1/2" CSEEHEAR 2-2X4 W/ HDU2 HOULDOWN & C. ALL FIELD NAILING SHALL USE THE SAME NAIL SIZE PER EDGE NAILING AND BE AT 12" OC CHEDULE SSTB 24' ANCHORS D. ALL MUDSILL ANCHORS SHALL HAVE SIMPSON BP5/8 WASHERS MIN.92'-0 14'-7 1/2" 8'-8" 8'-8 1/2" 14'-0" 14'-0" 8'-8 1/2" 8'-8" 3'-1 1/2" 11'-6" 1. 3'-1 1/2" 3'-1 1/2" SHADED WALLS DENOTE BRACED 2 WALL PANELS, 48" WIDE MIN., OA n'-6 ° 1 -5 AA 12'-6 ' A3.2 O 12'-61 -5 AO,r-6 ATYPICAL 0 o 0 O Q O i 1 • 0 ADD DRAFT STOP IN 5/8" TYPE X LINE WITH C GARAGE COMMON Op- GYPSUM BOARD WALL IN ATTIC i AT GARAGE COMMON SPACE WALL WOOD STRUCTURAL o AND CEILING PANEL 2x4 STUDIES Lo SIDES SHEETHED WITH N 3/8" GYPSUM BOARD BOTH SIDES PER 1 2 2013 CRC SECTION 302.12.1 p O 7'-6 O 6' 1 A 6' O 7'-6Lo ' A3.1 y y y yo 3'-0" 9'-0" 4'--0" 9'-0„ 3'-0,. y ti y do 13'-0" 13'-0" 14'-2 1/2" '-4 1/2' 12'-5" 14'-0" 14'-0" 12'-5" 5-4 1/2: 14'-2 1/2" 92'-0" OVERALL FLOOR PLAN PROVIDE A 4" DRAIN FOR BUILDINGS PROVIDING MORE THAN THREE WATER CLOSETS PER 2013 CPC TABLE 703.2 FOOTNOTE _4. . R O I F— Z W Q Q � ORs ZLo O tigz' L U0 a U soca w U m u W U Z wt -�Z garLQ n- J�' oma M Z��O O ©;U 1`'� W Li \ o m o J � U m > cc: O a ® SHEET NUMBER: A2.1 .,his -o,3 -T/ -,X-T4, '-'e- �'P7 0 IE ® SHEET NUMBER: A2.1 .,his -o,3 -T/ -,X-T4, '-'e- �'P7 0 I DG7T.�,O��rN�O�nDG7tnG� ZDZTTI-of"�>--* ZDD2DT7mm�D2D r>m00r0 C X C r n c: C X< p r O r C p r -1�rnr=p *-* C'TI�ODrc5 - cn� m� rT bD Zm�Dm-'Om�CnO;uFn �oZmZrXcn >OV) C:N�N-�m-40--jo-<mzm> (1) m�9r—wm*g� rnr-0mG)- mClv�rnr->bm 70 mpr �m C:) r m D D no orc nN m > Ll)cn c(i»CD N -DZD�rZDM -pm-uZn n=rte m Lf) C) (nNCnoZX <I=- — — --4 n �mpZ!� Om�D D m4��D _' �m� N m Co �Z�-mr r o Z7 p Cn m Oo Z 0 D TprTl 26'-0" 13'-3" I 7'-11" , 4'-10" cV y Z V TO N W W � 00 N_ I 0 0 I n m m tomo � mmc �m �mm 4 V) OE; T "1 ZOm �. n:13i m m m C 0 m R 30 CLOSET I I 0 5068 �QJ n>N �:o 10oLJ-l' -� o m O. U p D 1 � � Z �I _ a0 z W I " o n z C) I m z 0 � 00�. <nO I D W I I 3'-7Y2" 3'-4„ 2'-51'2" 5'-0„ 2'L3", mI 2468 I0 I PANTRY I N rn m I N L _--1 cq 1 -8„ Ln ----- x V A � D 36" x 60" m �L' 24" d LIN. FIBERGLASS WALK IN o SHOWER CLOSET I I 0 5068 �QJ n>N �:o m — x" mnw o m O. U p D BATH 00 00 I. O O 2868 2x6 PLBG. WALL D .cn � C M I 306 2'-0" 10'-8" 2'-1 " 1 1'-3" 12'-8" 13'-4" c� D D c� m 1% SLOPE D ■ 24'-0" SHEET TITLE: ENLARGED FLOOR PLAN D w < �1 0 D m rO = r- Z �nM0 m r O ;u xm -uM v m m 0 9 W I PROJECT TITLE CHICO CO APARTMENTS 10 HONEY RUN ROAD CHICO. CALIFORNIA 95928 BUTTE COUNTY 0 00 z W I " o r U) PROJECT TITLE CHICO CO APARTMENTS 10 HONEY RUN ROAD CHICO. CALIFORNIA 95928 BUTTE COUNTY 0 • N EN 14'-0" 12'-0" 2'-0" 1 4'-7" WH I `� CONCRETE FILLED PIPE VEHICLE -' BARRIER 0 0 GARAGE T N co 00 I 0 I N PLAN - SOUTH 8'- 8Y2" 4'-1Y2" BUILT IN DESK 8'=8 r 3'-1Y2" 11'-6" IVV ILJ:41 ALL FIXTURES SHALL COMPLY WITH CURRENT TANKLESS WATER HEATER CODE APPLICABLE TO 4'-5' 1;-1Y" 3'-1Y2" a'-5" NEW CONSTRUCTION. • a STUDY x m (CARPET) 0 28E 43I- 1 1 „� co N — 2868 , 1 22"x 30'!-/ ATTIC ACCESS BEDROOM (CARPET) 2'-0" 8'-10Y" 12'-5" STOR W/D ISM 8'_0f$ MAX 1.8 GALLONS PER TYPICAL MINUTE AT 60 PSI. SHELVES LIVING ' ztz - 0/2 5'-4Y„ TEMP. 3068 50,4L! 5,-1, 14'-2Y2„ 12'-0" 13'-0" 5'-5" s- 0 T,3 i COUNTY DEVELOPMENT SERVICES REVIEWED FOR DDECOMPLIANCE n a_ Of O J LL - MAIL= 1 /4-=1'-0- SHEET NUMBER: A2.4 668 (VENT TO EXT.) O_O WATER CLOSETS: SINGLE FLUSH TOILETS 1.28 ALLONS/FLUSH. SHOWERHEADS: 2.0 o N W WH _ N _ _ _ �` 0 l o GALLONS PER MINUTE `O g W ®," EF L AT 80 PSI. ALSO W = CD V) ►�,� r o N CERTIFIED TO THE PERFORMANCE CRITERIA I KITCHEN o OF US EPA WATERSENSE SPECS FOR SHOWERHEADS. Z �- LAVATORY FAUCETS: conTs DEW MAX 1.5 GALLONS PER MINUTE AT 60 PSI; MIN 2668 N EATING BAR ' r 0.8 GALLONS PER Q MINUTE AT 20 PSI. 4'-9" 3'-5 3'-11" 7'-0" >KITCHEN FAUCETS: 1.8 GALLONS PER MINUTE i = En AT 60 PSI. MAY 48 8 DINING o TEMPORARILY INCREASE N UP TO 2.2 GALLONS PER MINUTE AT 60 PSI, CLG. HT: AND MUST DEFAULT TO STOR W/D ISM 8'_0f$ MAX 1.8 GALLONS PER TYPICAL MINUTE AT 60 PSI. SHELVES LIVING ' ztz - 0/2 5'-4Y„ TEMP. 3068 50,4L! 5,-1, 14'-2Y2„ 12'-0" 13'-0" 5'-5" s- 0 T,3 i COUNTY DEVELOPMENT SERVICES REVIEWED FOR DDECOMPLIANCE n a_ Of O J LL - MAIL= 1 /4-=1'-0- SHEET NUMBER: A2.4 MANUFACTURED ROOF TRUSSES BY OTHERS ® 24" o.c., TYP. U.N.O., V I I ILI\J 2. ROOF PITCH SHALL BE 6/12 TYPICAL. 3. ALL ROOF SHEATHING SHALL BE 1/2" & RATED 32/16 OSB OR PLYWOOD SHEATHING NAILING PER NAILING SCHEDULE. 4. ALL WINDOW & DOOR HEADERS SHALL BE 48 DF #2, TYPICAL UNLESS NOTED OTHERWISE. 5. LINE UP DOUBLE STUDS WITH TRUSS AT EXTERIOR BEARING WALLS SUPPORTING + 1600 LBS. (SEE HATCHED WALLS WHERE NOTED) 6. PROVIDE ATTIC VENTILATION OF 1:150 RATIO PER CBC SEC. 1505.3. CONTRACTOR SHALL PROVIDE CALCULATIONS & LOCATION/SIZES OF VENTS 7. PROVIDE A MIN. 1" AIR SPACE BETWEEN INSULATION & ROOF SHEATHING AT ALL EAVE VENT LOCATIONS PER CBC SEC. 1505.3. 8. INSTALL 64' OF RIDGE VENT (MIN 18" SQ NEVA PER FOOT) SPLIT EQUAL BTWN EACH UNIT ATTIC SPACE, AND 14 16"x8" EAVE VENTS (VULCAN VENTS OR TESTED EQUIVALENT) SPACED EVENLY AND SPLIT EQUALLY BTWN EACH UNIT. 1/2" CDX (OR OSB) 32/16 ROOF PLY w/ 8d ® 6" o.c. FIELD (TYP. ROOF PLY) PERMIT #-3—/ / BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODEC MPLIANCE DA /�/ / S BY ".," I/8•=l-o' SHEEP NUMBER: A2.5 2014.4 2 SEE 21 ".," I/8•=l-o' SHEEP NUMBER: A2.5 RIDGE VENT.ALL n " 50 YR. ARCH. COMP. ROOF LONG �? ROOFING OVER FELT RIDGE PAPER rY Q co EjY Tl' _ +.. _ a T, . -� Fy,.t • �+.,rJ- Y l'�•�`� �'. _�L .yZ_ .,,nJ r _. _ . S.`_? 1..a �.. ,+.- o ®®®®®® C3®®3 ®® N a U POST PER PLAN w/®® ®®®® ®®®® El ®� 3" X 24" STUCCO BANDING WRAPPED ®®®® ®®®® AT BASE 12'-0" 6" STUCCO 12'-0" BANDING 4" STUCCO BANDING PLASTER, SEE NOTES ON A2.1 TYP. ALL WINDOWS N Z O Q FRONT ELEVATION SOUTH w J 0 Lij Xw '50 YR. ARCH. COMP. ROOFING OVER FELT PAPER sE rye �o J 06 IF 9 C o2 {+p a O � ' I O N PROVIDE WEEP SCREED c 4" FROM EARTH & 2" ^ PERMIT# FROM PAVING BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR 4" STUCCO BANDING CODE OMPLIANCE TYP. ALL WINDOWS DATE CD / � � BY LEFT ELEVATION WEST 4-4E �� y SHEET NUMBER: A3.1 6" STUCCO BANDING (+ 1 50 YR. ARCH. COMP. ROOFING OVER FELT PAPER PLASTER, SEE NOTES ON SHEET A2.1 REAR ELEVATION (NORTH Ln 0 Z O W J W RIGHT ELEVATION 6� ARC 12 �' . 6 y f0f1. -201 i 2 K PROVIDE WEEP SCREED, 4" FROM EARTH & 2" FROM PAVING 4" STUCCO BANDING TYP. ALL WINDOWS PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CYE MPLIANCE DATE � BYO SCALE.1/B'=1'-0' - SHEET NUMBER: A3.2 ROOF TRUSSES ADD 2x4 BLK'G: ® 32" O.C. Li u z a W J U (L STC CLIP ® EA. BLK. NON-BEARING WALL NON BEARING WALL CONNECTION 46 SHAPED BLK'G BETWEEEN TRUSSES AT RIDGE RIDGE DETAIL SIMP. L50 24" O.C. MIN. CONTINUOUS ROW EDGE NAIL ® 4x BLOCKING E.N. FASCIA GUTTER / 2x FASCIA BOARD (2) 2x6 PLATES USE 2x6 CALIF. FRAMING SIMP. H U 4-16d AT EA. AT 24" O.C. EA. TRUSS 16d 08"O.C. TRUSS CROSSING 4-16d EA. BRACE/RAFTER DBL. TOP 2x FRAMING AT 24" OC MAX EDGE NAIL PLATES IOR PLASTER 2x4 BRACE AT 48" O.C. FIAT OR SLOPED SAVE SOFFIT - - 2x4 CLEAT OVER SHEAR PLY 7r` EDGE NAIL PER SHEAR TRUSS TOP CHORD WALL SCHEDULE IGNITION RESISTIVE CONSTRUCTION PER COUNTY BLDG CODE 0 %IAI i ry rnAku►ln nn►iurnr�n►� WALL CONTINUOUS ROW EDGE NAIL EACH SIDE OF RIDGE TRUSS PER ROOF SHT'G PIAN AT WALL I TRUSSES 16d SINKER ® 6' SECTION AT ENTRY nl V LY VA; 3 iRYzOru►iL UVIVIVLU11VIV SPLICES IN PLATES SHALL BE CENTERED OVER STUDS TYPICAL (28) 16d SINKERS NAILS BETWEEN SPLICES IN TOP & BOTTOM PLATES NM. TOP PLATES SHALL BE (2) 2x6 #2 MIN. U.N.O PERMIT # Z/5-- e937 T 1 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR //CODE COMPLIANCE DATE CD //� / -BY� TYP TOP PLATE SPLICE Z Lli H Q Q ols "o O tigo a U �czi� M.ft= 1/2'-1'-0' SHEET NUMBER: A9.1 SeXE. t•=�'—o• SHEET NUMBER: A9.2 mmXv(7 r o :oz : + z 0 r*» Zc i�l N o m (A O N 0 N 0 Z - C1 N crn n O . cr D m -i O7 Y= n ` O�0 m OT �V) �mm Q Doi m co m m n m A REVISIONS DATE SHEET TITLE: DREVISION 1 05/12/15 Cyd 1S (/�) PICAL FRAMING DETAILS �/ O ? y d w a n .r _ I o Nov m V v •As NIA 1� J f y 1 mmXv(7 r o :oz : + z 0 r*» Zc i�l N o m (A O N 0 N 0 Z - C1 N crn n O . cr D m -i O7 Y= n ` O�0 m OT �V) �mm Q Doi m co m m n m A REVISIONS DATE SHEET TITLE: DREVISION 1 05/12/15 Cyd 1S (/�) PICAL FRAMING DETAILS �/ O ? y d w a n .r _ I o Nov m V v •As NIA 1� J COOrDz rn00 O C% G7 z ' z o rn . Md d . zz 0 n 0 N r r. N. ti va 0 PROJECT TTTLE: CHICO CO APARTMENTS 10 HONEY RUN ROAD CHICO. CAUFORNIA 95928 BUTTE COUNTY ELECTRICAL NOTES: 1 PROVIDE ONE SMOKE DETECTORS IN ALL SLEEPING ROOMS, IN ADJACENT ROOMS OR HALLWAYS. SMOKE DETECTORS SHALL BE 110V INTERCONNECTED WITH 12V BATTER BACKUP. 2 ALL BRANCH CIRCUITS THAT SUPPLY125 VOLT, SINGLE-PHASE, 15 AND 20 AMP OUTLETS, LIGHTS, SWITCHES, & SMOKE DETECTORS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER(S) (AFCI) 3 PROVIDE A DEDICATED 20 -AMP CIRCUIT FOR ALL BATHROOM RECEPTACLES 4 USE CEILING FAN BOXES LISTED PER NEC 210.11(C) 5 ALL EXTERIOR FIXTURES SHALL BE GFCI PROTECTED, SUITABLE FOR DAMP LOCATIONS, AND ELECTRICALLY ISOLATED. 6 ALL OUTLETS WITHIN 6'-0" OF WATER OR SERVICING COUNTERTOPS SHALL BE G.F.C.I. 7 ALL EXTERIOR OUTLETS EXPOSED TO WEATHER SHALL BE G.F.C.I. AND WEATHER PROTECTED ON AN INDEPENDENT CIRCUIT. 8 PROVIDE ALL LIGHTING PER TITLE 24 REQUIREMENTS. 9 PROVIDE TWO SEPARATE SMALL APPLIANCE CIRCUITS IN THE Q 10 PROVIDE TAMPER-RESISTANT RECEPTACLES IN THE DWELLING. ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. 2013 CEC ART. 406.12. 11 ALL EXTERIOR OUTDOOR LIGHTS SHALL BE HIGH EFFICACY LUMINARIES OR LOW EFFICACY (INCANDESCENT) LUMINARIES CONTROLLED BY A MANUAL-ON/OFF SWITCH WITH A PHOTOCELL AND MOTION SENSOR. REFER TO THE MANDATORY MEASURES FOR RESIDENTIAL LIGHTING MEASURES ATTACHED TO THE CALIFORNIA ENERGY COMMISSION, MANDATORY MEASURES, FORM MF -1R 12 LAUNDRY ROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY AT LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER 2013 CEC ART. 210.11 (C) (2). - 13 FIXTURES, LAMP HOLDERS AND RECEPTACLE 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 j BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS PER 2013 CEC ART. 314.27 (A) & (D). , 14 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. LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURE SHALL BE SUITABLE FOR DAMP LOCATION PER 2013 CEC ART 410 A & D No" 0 IJ THE BATHROOM EXHAUST FAN SHALL BE CONTROLLED WITH 0 HUMIDISTAT CONTROL CAPABLE OF ADJUSTMENT TW A RELATIVE HUMIDITY RANGE OF 50% TO 80% A SD 3 ! CaR SD --- \ C. 10 SEN I I ALL LIGHTS IN CLOTHES CLOSETS SHALL BE FLUORESCENT AND 6" MIN. FROM SHELVES. -- /�I s- ®33 PERMIT # L BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C D COMPLIANCE DATE 1,5- BY .LEGEND XCEILING FAN W/ STANDARD LIGHTS J LIGHT CHANDELIER LIGHT ® EXHAUST FAN SMOKE DETECTORSD 0 T ®MULTI -SENSOR SMOKE/ C HEAT/CARBON MONOXIDE DETECTO RECESSED (TYPE IC) LIGHT FLUORESCENT OR LED CEILING LIGHT qp 11 OV RECEPTACLE 200 AMP PHOTOCONTROL,, 110V GFCI RECEPTACLE SENSOR WALL LIGHT 00 110V WEATHER PROTECTED GFCI 1 SINGLE VANITY LIGHT ( 220V RECEPTACLE THERMOSTAT SINGLE POLE SWITCH TV/CABLE JACK OCCUPANT SENSOR SWITCH NETWORK JACK 3** 3—WAY SWITCH TELEPHONE JACK cn L— Z w C Q Q O20z o i W U 08 a = U_ Q. U 266 J U_ H U w J w 0 w Z w zl� 1/4"= 1 -0* SHEET NUMBER: E2.1 i zl� 1/4"= 1 -0* SHEET NUMBER: E2.1 0 0 LEGEND A THE BATHROOM EXHAUST FAN SHALL BE CONTROLLED WITH HUMIDISTAT CONTROL CAPABLE OF ADJUSTMENT BTWN A RELATIVE HUMIDITY RANGE OF 50% TO 80% -, CEILING FAN W/ m STANDARD LIGHTS 12+ �O CHANDELIER LIGHT H }- ® EXHAUST FAN ® SMOKE DETECTOR Qj T qRZAT/CO DETECTOR C L T 31 61 ALL LIGHTS IN CLOTHES CLOSETS SHALL BE FLUORESCENT AND 6" MIN. FROM SHELVES. FLUORESCENT OR LED CEILING LIGHT 200 AMP PHOTOCONTROL SENSOR WALL LIGHT SINGLE VANITY LIGHT THERMOSTAT TV/CABLE JACK NETWORK JACK TELEPHONE JACK LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURE SHALL BE SUITABLE FOR DAMP LOCATION PER 2013 CEC ART 410 A & D 9 110V RECEPTACLE (k.110V GFCI RECEPTACLE 6. 110V WEATHER PROTECTED GFCI �o220V RECEPTACLE 4PSINGLE POLE SWITCH =01P OCCUPANT SENSOR SWITCH ,** 3 -WAY SWITCH 0 L 2 SD PERMIT # 515-1 y3J / BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE W/l► l/Jr BY DATE J ELECTRICAL NOTES: 1 PROVIDE ONE SMOKE DETECTORS IN ALL SLEEPING ROOMS, IN ADJACENT ROOMS OR HALLWAYS. SMOKE DETECTORS SHALL BE 110V INTERCONNECTED WITH 12V BATTER BACKUP. 2 ALL BRANCH CIRCUITS THAT SUPPLY125 VOLT, SINGLE-PHASE, 15 AND 20 AMP OUTLETS, LIGHTS, SWITCHES, & SMOKE DETECTORS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER(S) (AFCI) 3 PROVIDE A DEDICATED 20 -AMP CIRCUIT FOR ALL BATHROOM RECEPTACLES 4 USE CEILING FAN BOXES LISTED PER NEC 210.11(C) 5 ALL EXTERIOR FIXTURES SHALL BE GFCI PROTECTED, SUITABLE FOR DAMP LOCATIONS, AND ELECTRICALLY ISOLATED. 6 ALL OUTLETS WITHIN 6'-0" OF WATER OR SERVICING COUNTERTOPS SHALL BE G.F.C.I. 7 ALL EXTERIOR OUTLETS EXPOSED TO WEATHER SHALL BE G.F.C.I. AND WEATHER PROTECTED ON AN INDEPENDENT CIRCUIT. 8 PROVIDE ALL LIGHTING PER TITLE 24 REQUIREMENTS. 9 PROVIDE TWO SEPARATE SMALL APPLIANCE CIRCUITS IN THE Q IC 10 P VID TAMP R -R S S AN RECEPTACLES IN THE DWELLING. ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. 2013 CEC ART. 406.12. 11 ALL EXTERIOR OUTDOOR LIGHTS SHALL BE HIGH EFFICACY LUMINARIES OR LOW EFFICACY (INCANDESCENT) LUMINARIES CONTROLLED BY A MANUAL-ON/OFF SWITCH WITH A PHOTOCELL AND MOTION SENSOR. REFER TO THE MANDATORY MEASURES FOR RESIDENTIAL LIGHTING MEASURES ATTACHED TO THE CALIFORNIA ENERGY COMMISSION, MANDATORY MEASURES, FORM MF -1R 12 LAUNDRY ROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY AT LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS PER 2013 CEC ART. 210.11 (C) (2). 13 FIXTURES, LAMP HOLDERS AND RECEPTACLE 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). 14 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. I— Z Ld g Q CL N Q �W Ops UZ0� O'rig �s =o8 x U �cxim Z 0- J U w J w SCALE SHEET NUMBER: E2.2 0'py E 2 CA CA CA SCALE SHEET NUMBER: E2.2 0'py .I e 0 "n 0D. m 0 C p 70 0 mmZ ` 0*0 Kmm Dor0 0 z�Oz M m C m I 0 REVISIONS DATE SHEET TITLE: REVISION 1 Os 12 is 1diS Mlle HVAC SUPPLY AIR y o t00Ll i� a r PROJECT TITLE: CHICO CO APARTMENTS 10 HONEY RUN ROAD CHICO. CALIFORNIA 95928 BUTTE COUNTY i k e � 0 REVISIONS DATE SHEET TITLE: REVISION 1 Os 12 is 1diS Mlle HVAC SUPPLY AIR y o t00Ll i� a r PROJECT TITLE: CHICO CO APARTMENTS 10 HONEY RUN ROAD CHICO. CALIFORNIA 95928 BUTTE COUNTY T C X Z D 0 m T Tmf- AC RETURN AIR PROJECT TTTTE: CHICO CO APARTMENTS 10 HONEY RUN ROAD CHICO. CALIFORNIA 95928 BUTTE COUNTY v D s � m ,n omo m�� Vi T ZZ�,,n m W -Dmm �Do ZOz n:X)I m m mcn T Tmf- AC RETURN AIR PROJECT TTTTE: CHICO CO APARTMENTS 10 HONEY RUN ROAD CHICO. CALIFORNIA 95928 BUTTE COUNTY 0 N po i 92'-0" 4" CONC SLAB W/ #3 AT 18" OC EW ' OVER 6 MIL (MIN 6" LAP) QMOISTURE BARRIER OVER MIN. 4" PR 0.11 v 1 pc- l2 % FCG r IN ` S CLAEN, WELL -GRADED, CRUSHED ROCK OR GRAVEL Q Aocj�o(t lb01.T5 uN� w•�n WAUs 3/8" MIN. ,TO 1/2" MAX. SIZE 1 �_,---- -- -------�-------------------- ---_ --- -_ -_ -_ - -- -11F -_ r- w- s3.tTYP AT V) L S3.1 FOUNDATION I I STEP 46 DF #2 POST Ii ( 4x6 DF #2 POST I I I.L------�'------ J I 1 4" CONC. SLAB ALL EXTERIOR POSTS SHALL BE 4" CONC. SLAB o 6x6 DF #2 W/ SIMPSON EPB66 - 2 TYP. OF 4 i r r STUCCO WRAPPED, TYP OF 4 S3.1 1 r- r -� ■ d TYP AT ■ L J L PERIMETER L J 13'-0" 13'-0" �-. F PERMIT # 315- O>7 IS 1 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR - - CODEC MPLIANCE DATE —BY � BY 0 Z LTJ I- Q CL N Q Q to ORs "ZP O 3=M CL U 2w g '1d2mr1-1 r n 4 3 -2017` /.LP; t. � U� Lai•. I SLAV -1/8'=1'-0' SHEET NUMBER: S2.1 INTO NATURAL OR _ .- 18" SQUARE UNDISTURBED SOIL � POST FOOTING DETAIL 4" CONC SLAB DOWELS MATCH SIZE OF FTG REINFORCING. SLOPE 2:1 (HORIZ. TO VERT.) TYP. W N . REINFORCING 2 x ELEVATION STEP ® FOOTING FTG PLAN } :D GRADE " #4 BOT. EA. WAY 0 A�)ct'lo rc 3161cr DE -mu, 0 2x6 STUD WALL 2x PT SILL PLATE AT 16 OC W/ 5/8" x 12" ANCHOR BOLTS SLAB PER PLAN W/ BP5/8-3 WASHERS 1'-6" MIN LAP AT 6'-0" OC 12" MIN FROM CORNERS COMPACTED II GRAVEL FILL �IJf z #4 DOWELS AT 16" OC X 6" CONC WALL -(F'c=3000- PSI) > W/ #4 AT 16" OC VERT & HORIZ AT CENTERLINE SPECIAL INSPECTION REQUIRED Q- ' SLOPING GRADE z#4 DOWELS AT 12" OC co II w U DRAIN ,TO DAYLIGHT — ® N > � w m N • W OnZ I A_ o Q J _ (1) #4 CONT T&B „'\ a u, • 0�0 1 �: V-0" ocro O 3" CLR T&B U TYPICAL PERIMETER FOOTING °° � °' P; a SHEET NUMBER: 53.1 LL -Ar Ti-. I•� V41 7 ?• + re017�,�_--;; r � C -L1 m m � c n �om0 v V omo C KMm. � r- -nL m z m (7 -zI m m C 0 'C 00 M D C -L1 DZ DO 0-0D r �N Z D; m -4 O SHEET TTFLE: BUILDING SECTION PROJECT TITLE: CHICO CO APARTMENTS M HONEY RUN ROAD CHICO, CAUFORNIA 95926 BUTTE COUNTY