Loading...
HomeMy WebLinkAboutB16-2023 079-080-078CONTACTS OWNER: TONY FOX 47 WARD BLVD. OROVILLE, CALIFORNIA 95966 (530) 52 I - 165 I ARCHITECT: DAVID G. ANDER50N, ARCHITECT 41 BUTTE WOODS DRIVE OROVILLE, C ALIFORNIA 95966 (530) 693-4546 CA LICENSE #C29068 CODE ANALYSIS BUILDING ADDRE55: 0 CRANE AVENUE, OROVILLE, CALIFORNIA 959GG ASSESSOR'S PARCEL NUMBER 079-080-078 BUILDING CODE: 2013 CALIFORNIA RESIDENTIAL CODE, 2013 CA ELECTRIC CODE, 2013 CA MECHANICAL CODE, 2013 CA PLUMBING CODE, 2013 CA FIRE CODE, 2013 CA ENERGY CODE, 2013 CA GREEN BUILDING CODE ZONING: MDR - MEDIUM DEN5ITY RESIDENTIAL SCOPE OF WORK: CONSTRUCT A NEW RE51DENCE WITH THREE BEDROOMS, THREE AND ONE HALF BATHE5, GAME ROOM, OFFICE, AND THREE CAR GARAGE 1 BUILDING TYPE: ZGLE WOOD FRAME CON5TRUCTION WITH RESIDENTIAL FIRE 5PRINKLER5 OCCUPANCY TYPE FAMILY R151DENTIAL 5TRUCTURAL LOAD5 FLOOR LOADS - LIVE LOAD = 40 P5F, 5LEEPING ROOM LIVE LOAD = 30 P5F, DEAD LOAD = 10 P5F ROOF LOADS - LIVE LOAD = 20 P5F, DEAD LOAD = 15 P5F - NO GROUND 5NOW LOAD MINIMUM 501L BEARING CAPACITY = 1,500 POUNDS PER SQUARE FOOT, DA51C WIND 5PEED = 85 MPH SEISMIC DE51GN CATEGORY EARTHQUAKE SPECTRAL ACCELERATION FOR 5HORT PERIODS 5 D5= 0,52G, SEISMIC DE51GN CATEGORY = D 0 AREA OF BUILDING UTI LITI E5 PARCEL AREA JURISDICTION ELEVATION FI 5��� WILD IR URBAN INTERFACE RESIDENCE = 3,815 5F, GARAGE = 1,145 5F, COVERED DECUATIO = G 14 5F, TOTAL BUILDING = 5,574 5F PUBLIC 5EWER 5Y5TEM, PUBLIC WATER 5Y5TEM, PGCE GA5 AND ELECTRIC 1,35 ACKE5 UNINCORPORATED AREA OF BUTTE COUNTY APPROXIMATELY 400 FEET ABOVE SEA LEVEL, NO GROUND SNOW LOAD PRIN RS WILL E I TALLED PROJECT IS LOCATED IN THE WILDFIRE URBAN INTERFACE AREA AND REQU ONSITE PLAN, NOTE 7.� SYMBOLS AND ABBREVIATIONS @ AT CL CENTER LINE EW EACH WAY HORIZ HORIZONTAL NIC NOT IN CONTRACT 5LV SHORT LEG VERTICAL # NUMBER OR POUNDS CLG CEILING EJ IXFAN51ON JOINT HSB HIGH STRENGTH BOLT NOM NOMINAL SMS SHEET METAL SCREWS AB ANCHOR BOLTS CLK CLEAR EL ELEVATION ID INSIDE DIAMETER NTS NOT TO SCALE 50G SLAB ON GRADE AC ASPHALTIC CONCRETE CMU CONCRETE MASONRY UNIT E05 EDGE OF SLAB IN INCH (N) NEW SP STRUCTURAL PLYWOOD ADDNL ADDITIONAL COL COLUMN EQ EQUAL INT INTERIOR OC ON CENTER 5Q SQUARE AFF ABOVE FINISH FLOOR CONC CONCRETE EXP B EXPANSION BOLT J5T JOIST OD OUTSIDE DIAMETER 55 5TAINLE55 STEEL AGG AGGREGATE CONN CONNECTION EXT EXTERIOR JT JOINT OPG OPENING STD STANDARD ALT ALTERNATE CONSTR JT CONSTRUCTION JOINT FF FINISH FLOOR JH JOIST HANGER OPh OPPOSITE HAND 5TL STEEL ALUM ALUMINUM CONT CONTINUOUS FG FINISH GRADE LLH LONG LEG HORIZONTAL PC PIPE COLUMN 5YM SYMMETRICAL APPROX APPROXIMATE DBL DOUBLE FHW5 FLAT HEAD WOOD SCREW LLV LONG LEG VERTICAL PCC PRECAST CONCRETE T 24 TITLE 24 CALIFORNIA CODE ARCH ARCHITECTURAL DEPR DEPRE55ED FN FIELD NAILING L5 LAG SCREW PERP PERPENDICULAR TFJH TOP FLANGE JOIST HANGER BLDG BUILDING DET DETAIL FIND FOUNDATION LT WT LIGHT WEIGHT PL PLATE T6 TONGUE AND GROOVE BLK BLOCK DF DOUGLAS FIR FOC FACE OF CONCRETE LIS LG LONG PLYWD PLYWOOD THICK BILKS BLOCKING DIA, (0) DIAMETER FOM FACE OF MASONRY LWC LIGHT WEIGHT CONCRETE PSF POUNDS PER SQUARE FOOT T.O.C. TOP OF CONCRETE BM BEAM DIAL DIAGONAL FOS FACE OF STUD MAX MAXIMUM PSI POUNDS PER 5QUARE INCH T.O.F. TOP OF FOOTING BN BOUNDARY NAILING DIM DIMENSION FT (') FOOTIFEET MB MACHINE BOLT PT PRESSURE TREATED T.O.P. TOP OF PLYWOOD BOT BOTTOM DN DOWN FTG FOOTING MCJ MASONRY CONTROL JOINT R RADIUS T.O.5LA5 TOP OF 5LA5 BRG BEARING DO DITTO GA GAUGE MECH MECHANICAL REINF REINFORCING T.O.S. TOP OF STEEL BRIG PL BEARING PLATE DWG DRAWING GALV GALVANIZED MEZZ MEZZANINE REQ'D REQUIRED T.O.W. TOP OF WALL BTW BETWEEN (E) EXISTING GL GLUE LAMINATED LUMBER MIN MINIMUM SAD SEE ARCH. DRAWINGS T5 TUBE STEEL CC CENTER TO CENTER EA EACH GWB GYPSUM WALL BOARD MISC MISCELLANEOUS SIM 51MILAR TYP TYPICAL OF CAST IN PLACE EF EACH FACE HAS HEADED ANCHOR STUD MIW MALLEABLE IRON WASHER 5J SHRINKAGE JOINT TSB TOP AND BOTTOM CJ CONTROL JOINT EMBT EMBEDMENT HDR HEADER MTL METAL 5JT 5EPARATIOI/5EI5MIC JOINT TN TOE NAIL CTR CENTER EN EDGE NAILING HK HOOK MU MECHANICAL UNIT SLH SHORT LEG HORIZONTAL TSB TOP AND BOTTOM TN TOE NAIL UNO UNLESS NOTED OTHERWISE VERT VERTICAL WSA WELDED STUD ANCHOR WWF WELDED WIRE FABRIC WI WITH WORK POINT, CONTROL POINT OR DATUM POINT INE5 BUILDING SECTION 4. 51-1EET WHERE DRAWN W/DI5CIPLINE PREFIX rA-'� DETAIL S4 , SHEET WHERE DRAWN WIDI5CIPLINE PREFIX ('AD DOOR OR WINDOW NUMBER 1 SHEET NOTE ON SAME DRAWING MODIFICATIONS NOTE PROXIMITY MAP BUTTE COUNTY OCT 18 2016 PERMIT# DEVELOPMENT BUTTE COUNTY DEVELOPMENT SERVICES SERVICES REVIEWED FOR i6 _J0,93 CODE COMPLIANCE I d 21 I DATE L� BY Cj� 51TE O CRANE AVENUE OROVILLE, CA 95966 CRANE AVENUE W W 1- z O Vl RECE-i tm OCT 19 20116 TR3 AND ASSOCIAT2S )RAWI I\ G I N DEX C I COVER SHEET Al SITE PLAN A2 FLOOR PLAN A3 EXTERIOR ELEVATIONS A4 EXTERIOR ELEVATIONS A5 BRACED WALL PLAN A6 BRACED WALL CALCULATIONS A7 FOUNDATION PLAN A8 BUILDING SECTIONS A9 ROOF PLAN A I 0 ELECTRIC AND MECHANICAL PLAN Ail DETAILS Al2 DETAILS A 13 NOTES AND 5Cf1EDULE5 N 1.17 Fl L r::::o COPY z 0 F- 0 0 0 LdU Q 0 0 0 W V) W ry * C29068 July 31, 2017 1 Renewal Date 1 —, 4-) U�cu c0 Ou U +-� O o U czcz U � JOB NUMBER COPELY ACRES SHEET N0. c 1 Ou U O C'6 czcz o O C E � �2Q w Q� N tet' 0 I N 1.17 JOB NUMBER COPELY ACRES SHEET N0. c 1 Ou o O C'6 N N 0D M cj �2Q , 0 tet' a JOB NUMBER COPELY ACRES SHEET N0. c 1 o U Ln N N JOB NUMBER COPELY ACRES SHEET N0. c 1 0 s z U)rn-C) rn rn n a - rn-zD::�rnrnn(J)z70� -ZI z ➢ z (1) 0�0> n70 r -n D D -n z C rn < C) UJ UJ = Uj O n Drn 0 rn D rn z 0 �rn�Fn>0 <DDD >�� rn K � C O==OD70,-C� zDDO D z -� -1 0 0 zr�rn O�rn D r-�rn0 O -n�Dn� D• (�(rnrnrnrn�o� -n - M O O< < D Q U' 0 7U z 70 Ci s z -n rn -_� 0 -1 U) z 70 a n O rn D rn rn �� D � D !- n -I = � 03rn=Cnzz-j7<zD=n 70 70 D rn rn ➢DD-UOO�=nom O= rn � '- �rnrnozzrnDz rn rn rn n n rn z -< D 70 U > --i rn < rn 0 r (� 70 D M n a -4 rn rn C rn rn : m x=� n D z n O -U -n rn D m LJ) --i = rn - 70 -0 70 = = C3 0 �zFn0/A rnz z G) D � O U) V -U W 700 D� DN -� 0 = 0 70 rn O > O -� D Cn 70 -n Ffl U)r = rn _ Cn � � 70 � rn D zC) rn rn rn < z rn D u z 6> UI 02 U rn zz z rn DG3 0 y r = � Cn a � O z rn70 z U = O rn 0 p r r � 0 rn 03 Ur -r -n D0 > Q -U 0 � r ° rn rn � O r Q O C 0 z 0 z rn rnDrn U ren 70 o U) O rn O D rn rn rn D rn o < y OO r -n z � K O O 710 - 0 0 C i z 0 -p 0 rrn D -1 07 O U) z O O D Fn z o Z r n z 0 rn 70 � 0 70 z rn rn rn � Orn = rn FTI z 0 z rn D 70 z 0 0 0 s 70 rn D U) 0 0 z n --1 D n n = z U rn D 70 rn p prm D.. -n rn r z n D _� rm n n z z (J) O D 7a 0 7C> o O O p rn D 70 n -I 0 z 70 7o rn O 0 -� -n 7 n rn z O D 0 0 D n n 0 rn 0 70 Y D -o rn z O --n 0 03 --1 rn z '-n 70 n O D _ _ DD Cn z N D 0 -i = -o 0 z = z ➢ 70 C� Fn rn D O r� �j n➢ N rn z D Orn D O 0 -n rn -n z C> M 70 70 O D i O Cn K Cn n z rn _ rn < rn zp z n0 70 0 0 D n rn z ➢ D � C n D I rn 0 70 rn O rn D c n 0 2)U' °' °' Dn o Drn rnn r-D� rn rn rn C D O 0 0 0 p y y z z n Ij o � 0 z rn G') -�< r n y O = o rn r 0 Fn 70 O U rn CA n -� 0 IC> CQ9 C /) N O C/) o 170 D--- 10 l -o Fn FT -1 � T, it U a z n I o 0 rn 0 c/) I rc 4-"I O ------------ -� ---i D o D C FT 1 z C FT m m (--)C. O J0 Np 0 mmZ �� � ',OMO Q zom D C0 " M V fTJ m m R rn -a r D z z O rn Cn 9 PROPERTY LINE N 00005'30" E 376.211 5' SETBACK I _ N ° _ Ul 07 OL M..OI�Iq°t�0 N � C1 z I GARAGE 12' ISURFACEDI DRIVEWAY Cb o o 41 I � � O, -'� GRAVEL ACCESS TO SHOP L— 5 5 ETBAC K 1 PROPERTY LINE 5 0005230" W 165.60' I ° 0 o rn D N z D O °�° � z n O F -r-1 z o rn F -r-1 C � n m (0 II 1 C,. z � c ---j 0 o II D m Cho C7 D C.� �T V J 1 REVISED 10/14/2016 - PLAN CHECK Residence for Tony fox 47 Ward Blvd., Oroville, CA 95966 drawn by DGA checked date 6/25/2016 CORRECTIONS 0 / /0 CD z � 00 w' NORTH David G. Anderson, Architect 41 Butte Woods Drive, Oroville, CA 95966 Phone (530) 693-4546, Cell (530) 520-0211, E-mail dgaarchitectOlsbcglobal.net � n m O J0 Np 0 mmZ ',OMO Q zom D C0 " M V fTJ R rn -a r D z z O rn Cn 9 PROPERTY LINE N 00005'30" E 376.211 5' SETBACK I _ N ° _ Ul 07 OL M..OI�Iq°t�0 N � C1 z I GARAGE 12' ISURFACEDI DRIVEWAY Cb o o 41 I � � O, -'� GRAVEL ACCESS TO SHOP L— 5 5 ETBAC K 1 PROPERTY LINE 5 0005230" W 165.60' I ° 0 o rn D N z D O °�° � z n O F -r-1 z o rn F -r-1 C � n m (0 II 1 C,. z � c ---j 0 o II D m Cho C7 D C.� �T V J 1 REVISED 10/14/2016 - PLAN CHECK Residence for Tony fox 47 Ward Blvd., Oroville, CA 95966 drawn by DGA checked date 6/25/2016 CORRECTIONS 0 / /0 CD z � 00 w' NORTH David G. Anderson, Architect 41 Butte Woods Drive, Oroville, CA 95966 Phone (530) 693-4546, Cell (530) 520-0211, E-mail dgaarchitectOlsbcglobal.net 20'-10" i. 441_2" I Patio ® Cb� 3'X 5' G' X 0_8111 3' X 5' 3'X 5' 3,7 3' X 5 G' X G'-8" L`q;:>,-RLL) O � O i � Game Room 20' X 17' BATH SINK BATH SINKIN VANI '`� ITYIL�AIN. 15" CLEARANCE FROMCENTERLINE TO WALL Bath �O 2-4'XG'_b C O'<Bath SHOWER WITH 10' X 8'GLASS DOOR 3'X1,--4 3' X G' -b' WITH GLASS DOOR Bedroom #2 15-8" X 14' 0 8'-G" AFF X 2' WIDE COFFERED CEILING AROUND PERIMETER WITH CROWN MOLDING CONCEALING LED ROPE LIGHTS ABOVE 1 5'-8 1/2;' 22'.4 112" 24" DEEP BUILT-IN 11� ADJUSTABLE SHELVING ( / INUFACTURED GAS FIRE PLACE AS ELECTED BY OWNER / I / VAULTED CEILING USING \ SCISSOR TRUSSE IN LIVING ROOM Living Room 23 X ' 28' rn3 /r .0 Cl oset 108'- 7 ' 8'-G" AFF X 2' WIDE COFFERED CEILING AROUND PERIMETER WITH CROWN MOLDING CONCEALING LED, ROPE LIGHTS ABOVE 17'-G 112" 1'-3 112" DOUBLE SINKS VANITY 24" VANITY D WER STACK SPA TUB BY E KOHLER OR EQUAL 1 3X5 DIMaster Bath OX 14'-5" X 11'-63 X 5' 3 X 3' X 5' Master I X x � Breakfast Took 18' X 13'-6EATING BAR AT 42" Bedroomti 0 17 X 17GAS FIREPLACE SELECTED BY OWNER BENCH 3'x7' CABINET - ADJ.Mud Roo / \ O REFRIGERATOR 3 X G-8 FIREPLACE SURROUND 2 4' X G -t AS SEL ED BY OWNER 0 ISLAND WITH O o 11 COOKTOP AND HOOD ,{ O m / Kitchen 3'-21/2" 12" DEEP BUILT IN 20' X 15' SINK / ADJUSTABLE SHELVING \ o BASE CABINETS WITH 42" UPPERS DISHWASHER DBLE. OVENS 12" DEEP/ING STORAGE \ o MICROWAVE WITH SLIOORS 3'X 0-8" 30 G'X(-'-b'--- i O — Pantry 0 4 i F ti3 I Bedroom #3 I I Dining Room 14' X 12'-8" I I 14' X 15' I L— Y 3'X 5' 3'X 5' G' X 6'-8" 3' X 5' 3` X 5' O O O Entry Deck SIX CONCRETE STEPS TO FRONT PORCH WITH 12" TREADS AND G" R15ER5. HANDRAILS TO BE WROUGHT IRON, WITH THE IL TO BE 34" ABOVE THE STEP N05ING5.NO51NG SHALL HAVE A RADIUS OF 3/4" WITH VERTICAL SOLID RISERS. STILES ON HANDRAILS SHALL BE LESS THAN 4" APART. ISOLATE STEPS FROM WOOD DECK RUCTURE WITH METAL FLASHING. 141- 101 8'...1 14'- 10 112" door Plan Scale: 1/4° = 1'-0" Office 17'— 6" X 8' BAR SINK Laundry BASE CABINETS WITH UPPERS 10'-0 112" 3' X 5' 2'x 7WARDROBE CABINET N TOILET m LAVATORY IN VANITY — BASE CABINETS WITH UPPERS -LAUNDRY SINK O O - WASHER — ELECTRIC DRYER I AREAS.- 3'X 7' WALK- IN SHOWER Garage 30 X 37'-9" J 90' Closet r' 10'-5" X 11'-6" 3'x 7LINEN CABINET A SLOPE GARAGE FLOOR TO DRAIN TO THE ENTRY DOORS 3' X 5' 3'X 5' O Area TE.MPE:RL:DO3'X3'X 5' Residence = 3,815 SF Area of Garage = 1,145 SF Areas 1'-3 112" DOUBLE SINKS VANITY 24" VANITY D WER STACK SPA TUB BY E KOHLER OR EQUAL 1 3X5 DIMaster Bath OX 14'-5" X 11'-63 X 5' 3 X 3' X 5' Master I X x � Breakfast Took 18' X 13'-6EATING BAR AT 42" Bedroomti 0 17 X 17GAS FIREPLACE SELECTED BY OWNER BENCH 3'x7' CABINET - ADJ.Mud Roo / \ O REFRIGERATOR 3 X G-8 FIREPLACE SURROUND 2 4' X G -t AS SEL ED BY OWNER 0 ISLAND WITH O o 11 COOKTOP AND HOOD ,{ O m / Kitchen 3'-21/2" 12" DEEP BUILT IN 20' X 15' SINK / ADJUSTABLE SHELVING \ o BASE CABINETS WITH 42" UPPERS DISHWASHER DBLE. OVENS 12" DEEP/ING STORAGE \ o MICROWAVE WITH SLIOORS 3'X 0-8" 30 G'X(-'-b'--- i O — Pantry 0 4 i F ti3 I Bedroom #3 I I Dining Room 14' X 12'-8" I I 14' X 15' I L— Y 3'X 5' 3'X 5' G' X 6'-8" 3' X 5' 3` X 5' O O O Entry Deck SIX CONCRETE STEPS TO FRONT PORCH WITH 12" TREADS AND G" R15ER5. HANDRAILS TO BE WROUGHT IRON, WITH THE IL TO BE 34" ABOVE THE STEP N05ING5.NO51NG SHALL HAVE A RADIUS OF 3/4" WITH VERTICAL SOLID RISERS. STILES ON HANDRAILS SHALL BE LESS THAN 4" APART. ISOLATE STEPS FROM WOOD DECK RUCTURE WITH METAL FLASHING. 141- 101 8'...1 14'- 10 112" door Plan Scale: 1/4° = 1'-0" Office 17'— 6" X 8' BAR SINK Laundry BASE CABINETS WITH UPPERS 10'-0 112" 3' X 5' 2'x 7WARDROBE CABINET N TOILET m LAVATORY IN VANITY — BASE CABINETS WITH UPPERS -LAUNDRY SINK O O - WASHER — ELECTRIC DRYER I AREAS.- 3'X 7' WALK- IN SHOWER Garage 30 X 37'-9" J 90' Closet r' 10'-5" X 11'-6" 3'x 7LINEN CABINET A SLOPE GARAGE FLOOR TO DRAIN TO THE ENTRY DOORS 3' X 5' 3'X 5' O Area of Residence = 3,815 SF Area of Garage = 1,145 SF Areas of Covered Deck/Patio = 614 SF 130 b G. * 29 68 July 31, 2017 Renewal Date N �] CIO1;. U �c1d OCn U U � U N U CIO •� c1d 0 C E ' ^ I •'-4 N I I O F� N � U o^v d" M Cn a; V / O co Z M 1-0 . N Ld Or- Z O 0 Y U ILLI (D = U O >1N Z Q J C� N C) lc� Co co(0 M 17...4 1/2" 3 1'-0 112" M OTES: 1. FLOOR DIMENSIONS ARE FACE OF STUD TO FACE OF STUD. 2 NEW EXTERIOR WALLS ARE 2X6 STUD 1/2" GYP BD INSIDE FACE o N d' O 0 w w a 0 0 ' PERMIT# Ill C� 7i07i� 3/8" OSB OUTSIDE FACE, MEMBRANE, THREE COAT STUCCO, JOB NUMBER BUTTE COUNTY DEVELOPMENT SERVICES MANUFACTURED STONE, OR HARDI PLANK SIDING. Copely Acres CODE COMEPLF� cE 3. INTERIOR WALLS ARE 2X4 STUD, WITH 1 /2" GYP. BD. EACH SIDE. DATE �d Z� • � BY��,� ��'� 4. SOME INTERIOR WALLS REQUIRE 3/8" OSB BETWEEN THE STUDS AND SHEET NO. THE GYPSUM BOARD. SEE BRACED WALL PLAN, SHEET A5. MENE MWOMM MENE ; MMMOI LE Rear Elevation (North) Scale 1/4 = 1'-0" PERMIT# t�I `^ W " BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE (0 'q-1 ' I l.P m6d- ? ■■■■■■■■ ■■■ ■■■■ ■■■■ ■■■ ■■■■ ■■■■ ■■■ ■■■■ININ■■ ■■■ ELEVATION NOTES: 1.56e 5heet A4 for Schedule of 5ymb0l5. 2. Front Entry Deck Shall be 1655 than 30" above adjacent Finl5hed Grade. 3.51ope Finished Grade G% away from house for 10'. 4. Finished Colors and Material5 to be Selected and approved by Owners before Installation. 5.5tuc00 Shall be in5tall6d over building paper equivalent to 2 layer5 of Grade D Paper and 318" continuous 05B. 5tucco weeps 5cr66d5 to b6in5talled a minimum of 4" above grade or 2,i,nch65 above Paved 5urfac65. H U W of Of O Y U W U Z Q J I (0 0 N d- O * C29068� July 31, 2017 LU)A Renewal Date 1111 >' ON C� 1111 c1d +- COO U � U a� 1�1 ct � o Iun .�1� p � � w Rear Elevation (North) Scale 1/4 = 1'-0" PERMIT# t�I `^ W " BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE (0 'q-1 ' I l.P m6d- ? ■■■■■■■■ ■■■ ■■■■ ■■■■ ■■■ ■■■■ ■■■■ ■■■ ■■■■ININ■■ ■■■ ELEVATION NOTES: 1.56e 5heet A4 for Schedule of 5ymb0l5. 2. Front Entry Deck Shall be 1655 than 30" above adjacent Finl5hed Grade. 3.51ope Finished Grade G% away from house for 10'. 4. Finished Colors and Material5 to be Selected and approved by Owners before Installation. 5.5tuc00 Shall be in5tall6d over building paper equivalent to 2 layer5 of Grade D Paper and 318" continuous 05B. 5tucco weeps 5cr66d5 to b6in5talled a minimum of 4" above grade or 2,i,nch65 above Paved 5urfac65. H U W of Of O Y U W U Z Q J I (0 0 N d- O * C29068� July 31, 2017 LU)A Renewal Date u JOB NUMBER Copely Acres SHEET NO. A3 >' ON C� c1d +- COO U � U a� ct � o O p � � w N O a• U-) O CYC 0 ~ N O O QJ dam" M O C M a u JOB NUMBER Copely Acres SHEET NO. A3 >' ON C� In u JOB NUMBER Copely Acres SHEET NO. A3 UNDERFLOOR VENT REQUIREMENTS Conditioned Floor Area = 3,8 15/150 = 25.4 SF 6" X 14" VCnt5 = 84 51/144 = .58 SF per Vent 25.4 5F 1.58 = 44 Underfloor Vents Rquired 51x Underfloor Vents located in Garaoje. Vents to be covered with metal wire mesh with openings between Ill 6" to I 18". ROOF VENT REQUIREMENTS Conditioned Floor Area = 3,8 151150 = 25.4 5F IV - 5 5 - 2'X 2.5'Gable Vents= 5 X 5 SF = 25 SF Soffit VCnt5 = 25 - 4" X 24" Fire Marshall Approved Vents. Vents to be covered with metal wirre mesh with openings between 11 1 6" and I /8 11 1 Scale 1/4 = 1'-0" Schedule of Symbols 1 2 3 4 5 6 7 Architectural Composition Shingle Roof Gable Vent Hardi Shingles Wood Entry Door Vinyl Double Glazed Windows Three Coat Stucco Manufactured Stone Siding iberglass French Door " X 4" Wood Trim nderfloor Metal Vent X 6 Wood Post oncrete Foundation oncrete Patio 'inyl Deck with Hardiplank Lap Siding utters and Downspouts Irought Iron Stair Railing ►verhead Garage Doors Scale 1/4 = 1'-0" Z 0 U W IrOrfo V U w U Z Q I 0 N 0 0 w U) w Ir - PERM IT# Illi' v(/�-b BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR IV COMPLIANCE n DATE ` V ' '2"' '' (, BY / FOe� 1 Q * C29068� July 31, 2017 'C Renewal Date R, �0 a r ^ a -- U`l,J c1d U o CZ 'L3 U 7) Q0 UU .. U cd �i � o 01 O p � ^w N � � o 0 o L' .�, O cTJ 12QLO �0 a W JOB NUMBER Copely Acres SHEET N0. A 4 Q0 Q 0 N CZ 'L3 U 7) Q0 W JOB NUMBER Copely Acres SHEET N0. A 4 z�c 15RACED WALLS TYPE METHOD MATERIALS FASTENERS 5PAC1 NG C5—W5P CONTINUOUS 5HEATHED WOOD STRUCTURAL PANEL 3/8" 0515 Gd COMMON NAIL G" O.C. EDGE, 12" O.C. FIELD GB GYPSUM WALLBOARD 112" GYPSUM BOARD SEE SCHEDULE, A 12 7" O.C. EDGE AND FIELD P WOOD STRUCTURAL PANEL 3/8" Gd COMMON NAIL G" O.C. EDGE, 12" O.C. FIELD CS— PF CONTINUOUS SHEATHED PORTAL FRAME PANEL 112" 05D SEE DETAIL N, A 12 SEE DETAIL N, A 12 O I ,O V 1 NOTES: 1. BRACED WALL TYPE5 AND METHODS ARE IN COMPLIANCE WITH TABLE RG02. 10.4. CONNECTORS ARE IN COMPLIANCE WITH NAILING SCHEDULE ON NOTES AND SCHEDULE SHEET. 2. STRUCTURE TO HAVE CONTINUOUS SHEATHING OF 3/8" ORIENTED STRAND BOARD (OSB). Z O H U W IrfOrO Y U W 2 U Z Q J I c0 O N 'd- O f W W Of * C29068� * July 31, 2017 Renewal Date ` r---4� O a U 0i >, .0 0 0 Locri]Q0 U � v " U s~ _ CC CIO 0 O I ,O V 1 w N �V O O O N v • O u dam.. O C Lo ` r---4� O a JOB NUMBER Copely Acres SHEET N0. A5 >, 0 Locri]Q0 U N Cd JOB NUMBER Copely Acres SHEET N0. A5 BRACED WALL5 REQUIREMENT5 LOCATION LENGTH - WIND EXP. B ROOF HEIGHT WALL HEIGHT # BRACED WALL5 NO IN51DE GB LENGTH - SDC Do SPACING STORY HT. WALL -1 5# ROOF - 15# NO IN51DE GB MIN. LENGTH COL. LN. I - F TO H 3.0 1.0 1.3 .95 I .G 1.0 3.11 1.0 1.0 1.0 1.0 1.0 5.93' COL. LN. I - H TO J 3.0 1.0 1.3 .95 I .G 1.0 4.G 1.0 1.0 1.0 1.0 1.0 5.93' COL. LN. 2- A TO C 3.0' 1.0 1.3 .95 1 .G 1.0 3.11 1.0 1.0 1.0 1.0 1.0 5.93' COL. LN. 2-CTOF 3.5' 1.0 1.3 .95 I•G 1.0 5.4' 1.4 1.0 1.0 1.0 1.0 9.52' COL. LN. 3 - H TO J 1 1 .5' 1.0 1.3 .95 I .G 1.0 8.3' 1.4 1.0 1.0 1.0 1.0 22.72' COL. LN. 4 - F TO H 3.0' 1.0 1.3 •95 I .G 1.0 3. 1' 1.0 1.0 1.0 1.0 1.0 5.93' COL. LN. 5 - A TO C 3.5' 1.0 1.3 .95 I .G 1.0 5.4 1.0 1.0 1.0 1.0 1.0 G.92' COL. LN. G - B TO F 8.5' 1.0 1.3 .95 I •G 1.0 13.8' 1.4 1.0 1.0 1.0 1.0 19.3 2' COL. LN. G- B TO D G.0' 1 •0 1 .3 .95 I •G 1 .0 5.5' 1 .0 1 .0 1 .0 1 .0 1 .0 1 1 .90' COL. LN. G- D TO E G.0' 1.0 1.3 .95 I .G 1.0 8.3' 1.0 1.0 1.0 1.0 1.0 1 1.90, COL. LN. 7 - E TO G 3.5' 1.0 1.3 .95 1 •G 1.0 3.6' 1.0 1.0 1.0 1.0 1.0 G.92' COL. LN. 8 - A TO B 5.0' 1.0 1.3 .95 I .G 1.0 4•G' 1.0 1.0 1.0 1.0 1.0 9.89' COL. LN. 8 -ETOL 1.5' 1.0 1.3 .95 I•G 1.0 3.1' 1.0 1.0 1.0 1.0 1.0 3.1' COL. LN. 9-BTOD 3.0' 1.0 1.3 •95 1.6 1.0 3.1 1.0 1.0 1.0 1.0 1.0 5.93' COL. LN. 9 - D TO E 3.0' 1.0 1.3 .95 I . G 1.0 3. 1' 1.0 1.0 1.0 1.0 1.0 5.93' COL. LN. 9 - G TO J 5.5' 1.0 1.3 •95 I .G 1.0 4.6' 1.4 1.0 1.0 1.0 1.0 10.88' COL. LN. A- 2 TO 5 3.0 1.0 1.3 .95 I .G 1.0 3. 1 1 1.0 1.0 1.0 1.0 1.0 5.93' COL. LN. A- 8 TO 5 3.0' 1.0 1.3 •95 I .G 1.0 4.G' 1.0 1.0 1.0 1.0 1.0 5.93' COL. LN. B - 5 TO 8 5.0' 1.0 1.3 .95 I .G 1.0 5.4' 1.0 1.0 1.0 1.0 1.0 9.90' COL. LN. B -GTO 9 3.0' 1.0 1.3 .95 I . G 1.0 3. 1 ' 1.0 1.0 1.0 1.0 1.0 5.93' COL. LN. C - 2 TO G 8.0' 1.0 1.3 •95 I •G 1.0 9.0' 1 .4 1.0 1.0 1.0 1.0 15.8 1' COL. LN. D -GTO 9 5.0' 1.0 1.3 .95 1 .G 1.0 3.6' 1.0 1.0 1.0 1.0 1.0 9.90' COL. LN. E- G TO 9 5.0' 1.0 1.3 .95 I .G 1.0 3.G' 1.0 1.0 1.0 1.0 1.0 9.90' COL. LN. E- 7 TO 8 3.0 1.0 1.3 .95 I .G 1.0 I .G' 1.4 1.0 1.0 1.0 1.0 5.93' COL. LN. F- I TO 4 3.5' 1.0 1.3 .95 I .G 1.0 3.6' 1.0 1.0 1.0 1.0 1.0 G.92' COL. LN. F-2TOG 6.5' 1.0 1.3 .95 I•G 1.0 5.4' 1.4 1.0 1.0 1.0 1.0 12.84' COL. LN. 1= - 4 TO 7 3.5' 1.0 1.3 •95 I .G 1.0 3.0 1.0 1.0 1.0 1.0 1.0 G.92' COL. LN. G-4TO7 3.5' 1.0 1.3 •95 I•G 1.0 3.0 1.0 1.0 1.0 1.0 1.0 9.9' COL. LN. G - 7 TO 8 3.5' 1.0 1.3 •95 I .G 1.0 I .G' 1.0 1.0 1.0 1.0 1.0 G.92' COL. LN. G- 3 TO 9 5.0' 1.0 1.3 .95 I .G 1.0 7.21 1.4 1.0 1.0 1.0 1.0 10.08' COL. LN. H - I TO 4 3.5' 1.0 1.3 •95 I .G 1.0 3.G' 1.0 1.0 1.0 1.0 1.0 G.92' COL. LN. H- I TO 3 5.0 1.0 1.3 •95 I .G 1.0 3.2 1.0 1.0 1.0 1.0 1.0 9.9' COL. LN. J- I TO 3 5.0 1.0 1.3 •95 I .G 1.0 3.2 1.0 1.0 1.0 1.0 1.0 9.91 COL. LN.J-3TO9 4.5' 1.0 1.3 .95 1.G 1.0 G. I' 1.4 1.0 1.0 I.O I.O 8.9' BRACED WALL NOTES: I . 2. 3. 4. 5. LENGTH OF BRACED WALL REQUIREMENT5 DUE TO WIND SPEED 15 IN ACCORDANCE WITH TABLE RG02. 10.3(1). BRACED WALL LENGTH SHALL BE INCREASED PER VARIOUS FACTORS A5 DE5CRIBED IN TABLE RG02. 10.3(2) A5 INDICATED FOR EXP051LIRE/NUMBER OF 5TORIE59 ROOF EAVE TO RIDGE HEIGHT, NUMBER OF BRACED WALL LINES AND BRACING OF WALL LINE5 WITHOUT GYPSUM BOARD ON THE OPP051TE FACE. LENGTH OF BRACED WALL REQUIREMENT5 DUE TO SEISMIC DE51GN CATEGORY, CONTINUOU5 5HEATHING, BRACED WALL LINE LENGTH 15 IN ACCORDANCE WITH TABLE RG02. 10.3.(3). BRACED WALL LENGTH 5HALL BE INCREASED BY FACTORS FOR STORY HEIGHT, WALL DEAD LOAD AND ROOF/CEILING DEAD LOAD IN ACCORDANCE WITH TABLE RG02. 10.3(4). BRACED WALL LENGTH SHALL BE DETERMINED BY U51NG THE LARGER OF WIND AND SEISMIC DE51GN REQUIREMENTS MULTIPLIED BY FACTOR5. G. ENTIRE EXTERIOR TO BE 5HEATHED WITH 3/8" 05D 5HEATHING. PERMrr# 61(te' 2023 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE f CO/M, PLIANCE y� DATE • of I Cl' BY * �PC29068 * July 31, 2017 L� Renewal Date R, C JOB NUMBER Copely Acres SHEET NO. Co Q4 IV - UCTJ -4 C 0 U 'T:) d U � " > bA O .� � O p w ' � N O Q ►N o Co Lo O`U O U LoLo .� QD o Cd 12Q o JOB NUMBER Copely Acres SHEET NO. Co Q4 IV - -4 C vc U 'T:) d JOB NUMBER Copely Acres SHEET NO. c a C PROV AC( CRAWL 24" SQUARE FOUNDATION Z Q J 1� 11 � * a C29068 * July 31, 2017 (( Renewal Date 1i w Lv U U T- O NL0 'lz� CD 4� U" U O G V L w .-. N O CD Cq Lo CoCn LoO N • 0Lo U Lo d C) O �j ` V M F�-°I Lo LoO w Lv N OTE: PROVIDE 16" x 24" VOIDS IN THE INTERIOR FOUNDATIONS FOR ACCESS TO THE CRAWL SPACE THROUGHOUT THE BUILDING. Foundation Plan Scale 1 /4" _ V-0)) WITH SPREAD FOOTING, THREE #4 BARS EACH WAY AT BOTTOM OF FOOTING. ATTACH P05T TO FOUNDATION WITH C55Q4G BASE CONNECTOR. 34" SQUAREBY 12" DEEP FOOTING WITH C55Q4G BA5E CONNECTOR, THREE #4 BARS EACH WAY AT BOTTOM OF FOOTING PERMIT # � ` � • v " BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE �COMPLIANCE ®ATE ___�V 'y�• `� BY 1. ALL FOOTINGS 5HALL BE EXCAVATED INTO NATIVE 501L 1211 ALL FILL TO BE AGGREGATE BASE. 2. EXCAVATIONS TO BE CLEAN OF ALL DEBRIS AND L005E 501L BEFORE BEFORE PLACEMENT OF STEEL REINFORCEMENT AND, AGAIN, BEFORE PLACEMENT OF CONCRETE. 3. STEEL REINFORCEMENT SHALL BE CLEAN OF MUD OR RU5T. SPLICES OF STEEL SHALL PROVIDE SUFFICIENT OVERLAP, WHICH 15 47" FOR #4 BARS 5 OR 58" FOR #5 BAR5 (50 DIAMETERS OF REDAR). 4. STEEL REINFORCEMENT SHALL BE SUPPORTED BY CHAIRS OR DOBBIE5, BUT NOT BY STEEL RODS DRIVEN INTO THE EARTH. 5. CLEARANCE BETWEEN EARTH AND STEEL REINFORCEMENT SHALL BE 3" MINIMUM, AND 1 -1 /2" CLEARANCE BETWEEN STEEL REINFORCEMENT AND WOOD FORMS. G. ALL WOOD FORMS MUST BE REMOVED AFTER CURING OF CONCRETE. 7. CONCRETE SLABS POURED ON THE GROUND MUST BE AT LEAST 3-1/2" THICK, WITH CLEARANCE BETWEEN STEEL REINFORCEMENT AND THE EARTH A MINIMUM OF 2" 8. ALL CONNECTORS TO BE BY 51MP50N STRONG -TIE OR EQUAL. ALL CONNECTORS THAT CONTACT WITH TREATED LUMBER TO BE HOT -DIPPED GALVANIZED OR 5TAINLE55 STEEL. 9. SLOPE FINISHED GRADE FROM BUILDING FORA MINIMUM OF 101 . 0 JOB NUMBER Copely Acres SHEET N0. A7 �, Q 3d U T- O NL0 'lz� CD N OTE: PROVIDE 16" x 24" VOIDS IN THE INTERIOR FOUNDATIONS FOR ACCESS TO THE CRAWL SPACE THROUGHOUT THE BUILDING. Foundation Plan Scale 1 /4" _ V-0)) WITH SPREAD FOOTING, THREE #4 BARS EACH WAY AT BOTTOM OF FOOTING. ATTACH P05T TO FOUNDATION WITH C55Q4G BASE CONNECTOR. 34" SQUAREBY 12" DEEP FOOTING WITH C55Q4G BA5E CONNECTOR, THREE #4 BARS EACH WAY AT BOTTOM OF FOOTING PERMIT # � ` � • v " BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE �COMPLIANCE ®ATE ___�V 'y�• `� BY 1. ALL FOOTINGS 5HALL BE EXCAVATED INTO NATIVE 501L 1211 ALL FILL TO BE AGGREGATE BASE. 2. EXCAVATIONS TO BE CLEAN OF ALL DEBRIS AND L005E 501L BEFORE BEFORE PLACEMENT OF STEEL REINFORCEMENT AND, AGAIN, BEFORE PLACEMENT OF CONCRETE. 3. STEEL REINFORCEMENT SHALL BE CLEAN OF MUD OR RU5T. SPLICES OF STEEL SHALL PROVIDE SUFFICIENT OVERLAP, WHICH 15 47" FOR #4 BARS 5 OR 58" FOR #5 BAR5 (50 DIAMETERS OF REDAR). 4. STEEL REINFORCEMENT SHALL BE SUPPORTED BY CHAIRS OR DOBBIE5, BUT NOT BY STEEL RODS DRIVEN INTO THE EARTH. 5. CLEARANCE BETWEEN EARTH AND STEEL REINFORCEMENT SHALL BE 3" MINIMUM, AND 1 -1 /2" CLEARANCE BETWEEN STEEL REINFORCEMENT AND WOOD FORMS. G. ALL WOOD FORMS MUST BE REMOVED AFTER CURING OF CONCRETE. 7. CONCRETE SLABS POURED ON THE GROUND MUST BE AT LEAST 3-1/2" THICK, WITH CLEARANCE BETWEEN STEEL REINFORCEMENT AND THE EARTH A MINIMUM OF 2" 8. ALL CONNECTORS TO BE BY 51MP50N STRONG -TIE OR EQUAL. ALL CONNECTORS THAT CONTACT WITH TREATED LUMBER TO BE HOT -DIPPED GALVANIZED OR 5TAINLE55 STEEL. 9. SLOPE FINISHED GRADE FROM BUILDING FORA MINIMUM OF 101 . 0 JOB NUMBER Copely Acres SHEET N0. A7 112" 5 4" CROWN MOLL F42" uppers Refrigerator —/ V Sink Double Ovens 7 Microwave --\ 49" High Fa+-jno R— Elevation `Pantry F42" Uppers 3 i"Ij - m >1 < -r-d V 4.. Refrigerator —/ V Sink Double Ovens 7 Microwave --\ 49" High Fa+-jno R— Elevation `Pantry F42" Uppers \—Double Drawer Stack Elevation Island X Kitchen Elevations Scale 1/4" — 1'-0" COFFERED CEILING DETAIL x Bu'ild'ing Sec Scale 1/4" tion B—B Height Varies Building Sec Scale 1/4" tion A—A V -V) 7 L OP M E N T SEE R—V—j r,—E- —S ED FOR PLIANCE DATE �13Y C, 11 C2906 July 31, 26 Renewal Date C lull - m >1 < -r-d V 4.. -S4 0j C, U C) 4--) or -04 4--) \—Double Drawer Stack Elevation Island X Kitchen Elevations Scale 1/4" — 1'-0" COFFERED CEILING DETAIL x Bu'ild'ing Sec Scale 1/4" tion B—B Height Varies Building Sec Scale 1/4" tion A—A V -V) 7 L OP M E N T SEE R—V—j r,—E- —S ED FOR PLIANCE DATE �13Y C, 11 C2906 July 31, 26 Renewal Date C JOB NUMBER Copely Acres SHEET NO. A8 co >1 < -r-d V 4.. -S4 0j C, U C) 4--) or -04 4--) CC 0i > 0 C� E V 1 w C\j >O C\1 c::) Cf) CY) o O L) CID L0 11, rn ILD —s CY) LO C JOB NUMBER Copely Acres SHEET NO. A8 co >1 < -r-d V T- o -S4 LO Q) N C, U -C) (-0 JOB NUMBER Copely Acres SHEET NO. A8 GXG DF HEAD1 MINIMUM KUUF- LIVE LUAUINU: -5 / t'EK UKUUNU'DNUVV LUAV 2. ROOF SHEATHING TO BE 5/8" CDX PLYWOOD, STAGGER END JOINTS, U51NG H -CLIPS BETWEEN RAFTERS AT NON -SUPPORTED EDGE5. NAILS 8d NAILS AT 4" ON CENTER AT EDGES, 12" ON CENTER IN FIELD. JOINTS TO BE TIGHT. 3. RAFTERS TO BE ATTACHED TO PLATE WITH H I CONNECTOR. ALL CONNECTORS TO BE BY 51MP50N STRONG -TIE. INSTALL CONNECTORS PER MANUFACTURER'S IN5TRUCTION5. 4. ROOFING TO BE STANDING SEAM METAL ROOF ON ONE PLY OF HEAVY FELT. PAINT ALL PIPE BOOTS AND METAL FLASHING IN COLOR COMPLIMENTARY TO ROOFING. RIDGE TO HAVE RIDGE VENT. 5. STRAP UNDER PLYWOOD, TYPICAL, UNLE55 NOTED OTHERWISE. l- N I L11 I -- 1- V I V L NO BEARING SUPPORT Roof Plan Scale 1 /4" 1'-0" GARAGE DOOR HEADERS GX 12 DF D7 Z O U W GARAGE DOOR Of LEADERS GX 12 DF of U Y U W S U Z J O 3ARAGE DOOR v- 1EADERS GX 12 DF p LTJ V) LLJ Of PERMIT# &',!q' BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE -__—&--'-2'' '' —& BY C�� C29068 July July 31, 2017 1� Renewal Date R, O � a G U CC C) -S4 L0 •r—No V ✓ 10 U � U L z~ O G N O '� I LCA O ..� Cf) L0 O ~ N e O O 7 dam.. . r—.0'� � C0 O C wLO O � a 01 0 0 JOB NUMBER Copely Acres SHEET N0. A9 >1 Q O N C) -S4 L0 C,:j a\ 'C� Q0 01 0 0 JOB NUMBER Copely Acres SHEET N0. A9 CL LLL C.7 <t A Lo Game Room I ' 1 D 8'-6" AFF X 2' WIDE COFFERED CEILING AROUND PERIMETER WITH CROWN MOLDING CONCEALING I ATTIC MOUNTED HVAC UNIT LED ROPE LIGHTS ABOVE WITH GAS FURNACE AND A PLYWOOD PLATFORM AND I 36" WIDE PLYWOOD PATH GFI-WP A FROM ACCESS DOOR, OUTLET AND SWITCHED LIGHT AIC CONDENSER L — — M/D — 10 TANKLE55 GAS O F i A WATER HEATER -I NOTE - DRAINAGE PIPE MIN. O 4 INCHES IN DIAMETER FOR FOUR OR MORE WATER, CLOSETS ON THE SAME BRANCH LINE. 8'-G" AFF X 2' WIDE COFFERED CEILING AROUND PERIMETER WITH CROWN MOLDING CONCEALING EDULE WALL SWITCH I OR DIMMER SWITCH T FIXTURE ENT FIXTURE 1 WITH LIGHT NSOR SWITCH HT FIXTURE CENT LIGHT FIXTURE 3ATTERY BACKUP R X OUTLET :LECTRICAL OUTLET ERRUPT OUTLET E OUTLET RRUPT OUTLET VAULTED CEILING AT /-PROVIDE GAS AND LIVING ROOM ELECTRIC SERVICE TO I FIREPLACE Liv ing Room ( I 20" X 30" ATTIC ACCESS Q u I c M / D — — — 0 X I —Closet— I A I Bedroom #3 �I Q Q I 8'-G" AFF X 2' WIDE COFFERED CEILING AROUND PERIMETER WITH CROWN MOLDING CONCEALING LED ROPE LIGHTS ABOVE Green Building RequiremCntSI: alm �M/ Breakfast Nook M D Q AND SWITCHED LIGHT BAR SINK i r-- 0 �o O 3G" COOKTOP WITH HOOD Kitchen 0 sa.:4 8'-G" AFF X 2' WIDE COFFERED CEILING AROUND PERIMETER WITH CROWN MOLDING CONCEALING LED ROPE LIGHTS ABOVE PROVIDE ELECTRIC TANKLE55 GAS WATER HEATER, SERVICETO SPA e Master Bedroom I Master Bath I - A o r --I I I Closet &F GFI I I I D A I PROVIDE GAS Al o ELECTRIC SERVI E TO LLL WALL FIREPLACI 08 ATTIC MOUNTED HVAC UNIT U GFI [WITH GAS FURNACE AND PLYWOOD PLATFORM AND GFI 20" x 30" ATTIC ACCESS— FR WIDE PLYWOOD PATH FROM ACCESS DOOR, OUTLET Ir 1 —11 LL U GFI WHOLE HOUSE FAN WITH 69 Mud Room CFM MINIMUM, ON WHEN r C OCCUPIED �� y r WNW� _-i., ���111111 Ili E ■ 101 1 m 1 hrhhl� ,I, LS 's -6 Entry Dec- Dining Room tl I U- 0 NO 1 O I/D G GFI L GFI PROVIDE WATER AND DRAIN TO LAUNDRY SINK CFI\PROVIDE WATER O SERVICE TO WASHER G� aundry GF PROVIDE VENT LINE 1 C F 22 FOR CLOTHES DRYER Pantry M/D a A GFI 1 :,.� 0 0 Office 8'-6" AFF X 2' WIDE COFFERED CEILING AROUND PERIMETER WITH CROWN MOLDING CONCEALING LED ROPE LIGHTS ABOVE a, All work will comply with the 20 13 California Green Building h. Ducts and mechanical units Shall be sealed during construction Efficiency Code. to alleviate dust. b. Provide a Storm Water Pollution Prevention Plan, i, All adhesives, sealants, caulks, paints, carpets, carpet pads, c, The Site Shall be graded to keep surface water away from carpet adhesives, composite wood products, and re5111ent floors the building. Shall be low VOC, in compliance with the Green Building Code. d. The building shall comply with the California Energy Code for J. Outside walls shall provide an STC rating of 50, and interior walls budding energy performance. Shall provide an STC rating of 40. e, The plumbing fixtures will consume 20% 1655 than standard units, k,11VAC equipment shall not utilize CfC'5, KfC15, or 171fC15with a including toilets, and all sinks and lavatories. potential greater than 150. haIOn5 shall not be used a5 fire f. The exterior envelope will be weather resistant in compliance suppression medium- with the California Building Code and the California Energy Code. g. A construction waste management plan will be prepared and submitted, including recycling 50% of construction waste. LL U A/C CONDE5N5ER -ECTRICAL PANEL FOR NEW 200 AMP SERVICE 08 U TO FACILITATE FUTURE INSTALLATION S. AND USE OF EV CHARGERS, INSTALL A LISTED RACEWAY FOR A 208-240 VOLT BRANCH CIRCUIT. THE RACEWAY SHALL BE ONE INCH INSIDE DIAMETER MIN., AND SERVICE PANEL SHALL PROVIDE CAPACITY FOR 40 AMP MINIMUM DEDICATED BRANCH CIRCUIT AND SPACES RESERVED FOR BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. �1 0 I LL0 Electric and Mechanical Plan Scale 1/4" = 1'-0" * C29068 * July 31, 2017 ►N� Renewal Date 0 0 w 0 w Cl PERMIT #- 0160. BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE CO/ MPLIANCE DATE `v:21 ' I�Q BY 651 AO e- i740!� U Cz O U •� Cn V N U U Q) 0 w� CIO bo •• , 0 Cz O O I N O I CD Cq O Cn co ~ • 0 0 � d" Z O U c CO M w w 0 a Y U w U QD Z>. o Q \ I (-D N CID Cz 'cri b U CD O N 0 0 w 0 w Cl PERMIT #- 0160. BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE CO/ MPLIANCE DATE `v:21 ' I�Q BY 651 AO e- i740!� A1 0 U U U Q) 0 w� A1 0 3/8" OSB SHEATHING- 1/2" HEATHING_1/2" GYPSUM BOARD 5"GARAGE SLAB OVER EMIL VISQUEEN AND --\ 8" AGG BASE #3 BARS AT 18" O.C. 2X5 P.T.D.F. SILL WITH 1/2" ANCHOR BOLTS AT 4' O.C. AND WITHIN 12" OF ENDS WITH 3-1/2" SLOTTED PLATE WASHER 2X6 DF FLOOR JOISTS 12" MINIMUM IN NATURAL GRADE 6X6 WE WIRE ME CONCRETE STEPPED FOOTING TOP #4 BAR CONTINUOUS — =—III . •.•. �.� I� 111=1 I I_ — 111111111,,'' . ... . „I 15" Perimeter Footing at Garage C_ A11 4" PATIO SLAB 619 lo PATIO SLAB EDGE F A11 6" 2X P.T.D.F. SILL PLATE r-16GA. METAL TIES 1.5"x4', 2' EACH SIDE OF SPLICE Step in Foundation (Where Occurs) #4 BARS CONTINUOUS AT TOP AND BOTTOM DRIVE)"'"" NATURAL GRADE -CRIPPLE WALL FRAME WITH 2X P.T.D.F., SHEET WITH 3/8" OSB 1/2" ANCHORS BOLTS BOTTOM #4 BAR NOTE —Steps in Foundations shall be 5' minimum apart �11 STUCCO 3/8" OSB SHEATHING_ 4" THICK CONCRETE PATIO SLAB—\ 2X5 P.T.D.F. SILL WITH 1/2" ANCHOR BOLTS AT 4' O.C. AND WITHIN 12" OF ENDS WITH 3-1/2" SLOTTED PLATE WASHER 2X6 DF FLOOR JOISTS _ � :•4 ' " III—I I '- •• . '° IIMII - 4: �J JW O d , 6» / 1 V ^' —III—III—I I r Z 0 #4 BAR CONTINUOUS 12" MINIMUM IN NATURAL GRADE i BLDG LINE III—III—III •.: ,4. =III.. I—III—III .• : MI II _I—III—I '' � Q•. ' .,• . N Q #4 BARS CONTINUOUS AT TOP AND BOTTOM 15" Perimeter Footing at Patio I L FOOTING @ GARAGE DOOR A11 THREE #4 BARS EACH WAY AT BOTTOM � ir �D A11 PTHF PLATE WITH 1/2" 0 x 10" ANCHOR BOLTS AT 48" O.C. EACH PIECE TO HAVE A MIN OF TWO BOLTS WITH ONE VARIES FOR SLOPE TO DRAIN LOCATED W/I 12" OF EA. END EACH BOLT WITH 2" SQ. X 3/16" WASHER 5" GARAGE SLAB FINISH #3 BARS AT 18" O.C. EACH WAY GRADE 6 MIL VISQUEEN A - N - 8" AGGREGATE BASE NATURAL GRADE _ III III OR COMPACTED `� III— l a'• I I—I I FILL #4 BARS I I=1 I =III=1 I I TOP AND BOTTOM 3" 6" 3" 12" GARAGE PERIMETER FOOTING DETAIL All STUCCO 3/8" OSB SHEATHING - EDGE NAIL - SLOPE GRADE 5' FROM BLDG.—\ 6" MINIMUM CLEAR 12" MINIMUM IN NATURAL GRADE POST FOOTING -1 2X5 P.T.D.F. SILL I-1 I WITH 1/2" ANCHOR BOLTS 11-1 AT 4' O.C. AND WITHIN 11- w 12" OF ENDS WITH 3-1/2" SLOTTED PLATE WASHER 1/2" LAG SCREWS AT 30" O.C. 2X6 DF FLOOR JOISTS Y � r_4 WITH 1/2" ANCHOR BOLTS • AT 4' O.C. AND WITHIN `v G. AN, b`3o Perimeter Footing SLOTTED PLATE WASHER w w o' * C29068� • 1= :a 6" __j_j w1 U U p 31, 2017 Renewal Date _ r —I I Z 0 9 c A� o 3C66 POST CAP •,• =1 I I 4 a _ N � M� �-�••1 CID 6X6 P.T.D.F. POST a� o ' III=111= I-1 —111-111 117U I I IAT z —III—III—III I_111-111-111=111-11 —_ ;11 =-' •Cn =111=1 I I=1 I I III=1 I BOPSANDNBTINUOUSOTTOM 11-111-III-II=III=III- U -1 I I-1 I I;•, I I 1-1 11-1 I I,,, I I 1=1 11- w U 15" 1/2" LAG SCREWS AT 30" O.C. a� U :~ � r_4 WITH 1/2" ANCHOR BOLTS AT 4' O.C. AND WITHIN b`3o Perimeter Footing SLOTTED PLATE WASHER ,� BEAM GIRDER A11 � 00 O w SEE PLOANS o 3C66 POST CAP N � M� �-�••1 CID 6X6 P.T.D.F. POST a� o I N COLUMN BASE CBSQ66 STUCCO DECKING-- 2" MIN. 1-5/8" MIN -- . 2X6 P.T.D.F. DECK JOIST 2X6 P.T.D.F. LEDGER 3/8" OSB SHEATHING_ SLOPE GRADE 5' FROM BLDG. 6" MINIMUM CLEAR I� 12" MINIMUM IN NATURAL GRADE Q J QO I .� Q o C�0 Ln CZ a� DTT2Z CONNECTORS WITH 1/2" U THREAD4D ROD BEYWEEN THEM o INSTALL EACH END OF DECK — INSTALL PER SIMPSON INSTRUCTION Lj w U) 0 LO w FLOOR JOISTS 1/2" LAG SCREWS AT 30" O.C. a� STAGGER TOP AND BOTTOM � U WITH 1/2" ANCHOR BOLTS AT 4' O.C. AND WITHIN z o SLOTTED PLATE WASHER U rn w • r-1 o U � M� �-�••1 a� o w z Q J QO I .� Q o C�0 Ln CZ a� DTT2Z CONNECTORS WITH 1/2" U THREAD4D ROD BEYWEEN THEM o INSTALL EACH END OF DECK — INSTALL PER SIMPSON INSTRUCTION Lj w U) w FLOOR JOISTS 1/2" LAG SCREWS AT 30" O.C. STAGGER TOP AND BOTTOM 2X5 P.T.D.F. SILL WITH 1/2" ANCHOR BOLTS AT 4' O.C. AND WITHIN 12" OF ENDS WITH 3-1/2" SLOTTED PLATE WASHER 1 •' _I— 4 =1 I . . .M" �— . �.: • I—III—� —I � 1-1 I I—_� I %�:' •' �• .:.. 1=1 11=1 I I III. I E=I 11=I I M=1 I 1=1 11=I I HEI I =1 11=1 11=1 11=1 11=1 11=1 I 1=1 11=11 #4 BARS CONTINUOUS =111=1II III=1II=1I1 111=111=_l I AT TOP AND BOTTOM I I 1=1 I MI 11=1 11=111=1 11=1 I I l 1 ; III -111, , ,111-111 III. , ,111-111 ��.�<< � r � ,_; •`_, '��r, PERMIT# ?I 1� 7K!/I�13 BUTTE COUNTY DEVELOPMENT SERVICES Perimeter Footing at Deck G REVIEWED FOR A11 CODE COMPLIANCE DATE _BY—ILRP JOB NUMBER Copely Acres SHEET N0. A11 1/2" CDX ROOF SHEATHING PRE -FABRICATED TRUSSES @ 24" ON CENTER H1 CONNECTOR @ TRUSS TO PLATE 2 X 4 BLOCKING GU 4" CONTINUOUS SCREEN VENT 1/4" CORROSION RESISTANT SCREEN HARDI PANEL SOFFIT MAINTAIN MIN, 1' AIR SPACE BETWEEN TOP OF INSULATI❑N AND ROOF SHEATHING EN CEILING I GYP. BD DBL. TOP PLATE & SPLICE PER GEN. NOTES BOXED SOFFIT L, Al2 FASTEN SHEATHING TO HEADER _ WITH 8D COMMON OR GALVANIZED NAILS IN 3' GRID FASTEN SHEATHING TO DOUBLE 2X6 STUDS, SILLS, AND BLOCKING WITH 8d COMMON OR GALVANIZED NAILS @ 3' ON CENTER OUTER 2X6 STUD EXTENDS TO TOP OF WOOD HEADER INSTALL ONE PANEL EACH SIDE 1/2' FROM STRAP TO EDGE OF CONCRETE, TYPICAL tiara ROOF SHEATHING EN . 2X4 DF BLOCKING EDGE NAIL 8 — 16 d Nails each side of Splice (Equally space in two rows, BARGE RAFTER ° ° ° ° @ 2" O.C. for 2X4 Walls, 4" O.C. for 2X6 Walls) TRUSS I I I 5 — 10d NAILS 4'-0" Minimum Plate Splice SIDING AS SPECIFIED 2 4 BRACE @ 8' ❑,C, GABLE END TRUSS GBC CON IECT❑R 16d @ 8" O.C. EDGE NAIL 2X NAILER DOUBLE 2X TOP PLATE EN 2X Studs 16d at 16" 0. C. Typical SPLICE AS DETAILED NOTE. 2X Double Plate Some Width as Studs INSTALL GABLE BRACING AS SPECIFIED 2X Wall Intersecting Exterior Wall BY THE TRUSS DESIGNER. INSTALL CONNECTORS AS NOTED BY SIMPSON •� MINIMUM 3-Y2" X 11-Y2" �I GARAGE DOOR HEADER -FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16d SINKERS @ 3' D.C. ST2122 STRAP WITH 16 - 16d SINKERS, CENTER AT J❑INT BETWEEN TOP PLATE AND HEADER OPENING 6' TO 18' 1/2' CDX OR OSB STRUCTURAL WALL SHEATHING - ALL EDGES ON STUDS, BLOCKING, OR SILLS, EXTEND OVER HEADER 24' GABLE TRUSS DETAIL j{ ��12 W r ZD X d PANEL SPLICE TO BE WITHIN 24' OF MID -HEIGHT, AND MUST HAVE DOUBLE 2X6 BLOCKS. NAIL BLOCKS TOGETHER WITH 3-16d SINKERS CONCRETE F❑❑TING 12' WIDE AND 12' INT❑ \-5/8' ANCHOR BDLT WITH UNDISTURBED SOIL, MINIMUM 7' EMBEDMENT WITH WITH #4 BARS AT NUT AND WASHER, WITH SLOTTED TOP AND BOTTOM WASHER. e Door Braced Wall Pcne N a12 67 HARI LAr JIUIINkj OVER 3/8" OSB 8 — 16 d Nails each side of Splice (Equally space in two rows, @ 2„ O.C. for 2X4 Walls, 4 O.C. for 2X6 Walls) 4'-0” Minimum Plate Splice Iz I Exterior Wall Plate Splice 2X Double Plate Some Width as Studs -J. Al2 ;S AT ENTRY IM AROUND TOP, IM TO BEAM CORNERS SEAM AT CORNERS, ON POST WITH BC66 CAP 0 FRAMING ATTACHED MANUFACTURED STONE TO BASE CK J CORNERS POST EXTENDS '0 FOUNDATION TO SUPPORT ',OOF TRUSSES WITH U% /-\ BASE CONNECTOR Entry Column Detci PCHMIT #__ I l�' 20 2-3 - - BUTTE COUNTY DEVFL®EMLNT 5ERVIDEs REVIEWED FOR CODE COMPLIANCE DATE 0' vI •Il!/ B ' `� `_�I� , " __ Y' *��C29068� July 31, 2017 L� Renewal Date — IN JOB NUMBER Copely Acres SHEET N0. A1 2 O T_ O U V V N al O c J > bA .� O � Ow � N CID I � � o co a� ' O LOLO � rn .� CID o C LO o IN JOB NUMBER Copely Acres SHEET N0. A1 2 O T_ O � V V N al IN JOB NUMBER Copely Acres SHEET N0. A1 2 I Genera, Cons ruc-,ion \o -.es GENERAL WOOD AND CARPENTRY STEEL I . All work shall be 1n strict accordance with the 2013 California Building Code, be 1. All bolts shall conform to A5TM A-307. clearly marked by a recognized gr California Electric Code, California Energy Code, California Mechanical Code, California I .All wood to be Douglas Fir gr or Douglas Fir -Larch Grade, and each member shallading agency. All wood in contact with earth or concrete 2. Bolt holes 1n steel shall be 1/1 G" larger diameter than the nominal size of the bolt Plumbing Code, California Fire Code, California Green Building Code, California used. Residential Code, and all local, regional and national codes and industry standards. 2. Details and written notes take precedence over general notes and large scale drawings. Dimensions specified shall take precedence over scale on plans, sections or details. Notes for specific disciplines, such as structural or mechanical plans enclosed herein, shall take precedence over these notes as it pertains to the drawings prepare for that discipline. 5tructural notes and details shall take precedence over General Construction Notes and Details. 3. Details of construction not fully shown shall be the same nature as shown for a similar condition. 4. Contractor shall verify all measurements and site conditions before bidding, starting work, ordering or fabricating materials, or letting subcontracts. Any discrepancies or conflicts are to be brought to the attention of the Architect before initiating any work. Contractor shall not order any materials or begin construction on any portion of the project in conflict until resolved by the Architect and affected parties. 5tart of work by the Contractor constitutes acceptance of the site cond!tlon5 and contract documents. 5. Review of shop drawings and material samples are for compliance with the intent of design, and Architect assumes no responsibility for the fit, finish or satisfactory operation of the item upon completion. G. It 15 Contractor's responsibility to comply With the "Construction Safety Orders" issued by the State of California and all 05HA requirements. The Architect and/or Engineer and Owner accept no responsibility for the Contractor's failure to comply with these requirements. 7. These plans are not complete without the stamp and wet signature of the design Architect and/or Engineer, and without approval of the Building Official. FOUNDATION I . Foundation design shall be based on assumed soil bearing capacities or a soils report prepared by a licensed Testing Laboratory or Geotechnical Engineer. For those prcject5 based on assumed soils bearing values, the following values shall apply: Maximum Design Soil Bearing Capacity .... 1,500 Pounds per Square Foot (P5F) Continuous Footings............................1,500 P5F Pad Footings ..................................1,500 P5F Maximum Design 5011 Bearing Capacity can be increased one third for short term loading such as wind or seismic. 2. Minimum site preparation shall include scarifying and compacting of looses 50115 after removal of all vegetation. Footings shall bear onto native soils or compacted engineered fill, as directed by a licensed Testing Laboratory or Geotechnical Engineer. Engineered fill involves testing of the existing 50115, and a series of placement of lifts of 5011 at a 5pecifled thickness, compacted and modified by moisture and additives, if required. Excavations shall be clear and free of all debris and sloughing 50115, and shall have vertical sides to the dimensions Specified. Standing water and mud shall be removed. 3. Concrete slabs shall be placed on an aggregate base as noted. Placement of sand base and moisture barriers will be so noted on the plans. 4. Notify the Architect 48 hours in advance of placing concrete. CONCRETE I . The minimum compressive strength of concrete after 28 days of curing will be as follows: 51ab on Grade................(150 PCF) fc = 2,500 Pounds per Square Inch (PSI) Foundations ...................(150 PCF) Pc = 2,500 P51 Testing of concrete cylinders for compressive strength 15 the responsibility of the Contractor, and 15 to be done by a hcensed Testing Laboratory. 2. Non -shrink grout to be installed under steel base plates shall have a minimum compressive strength at 28 days of 7,000 PSI. 3. Dimension shown for location of reinforcing bars are to the face of the main bars and denote clear coverage. Concrete coverage shall be as follows unless noted otherwise: Concrete placed directly on Ground (except 51ab5)............ 3" Concrete exposed to Ground but placed 1n Forms..::;; :.:::.2" Tied Columns (main bars) ................................ 2" Beams (top bars)......................................................... 1-1 /2" Beams ( all other reinforcing).........................................2" Spiral Columns (to face of spiral reinforcement) ................. 1-112" Walls (exterior face) ...................................................... 1-1 /2" Walls (interior face).......................................................3/4" - Slabs (on forms) and Decks............................................3/4" Slabs on Ground........................................Po5itlon in Center of 51ab 4. All reinforcing bars shall be graded as follows: #3 and smaller - ASTM AG 15, Grade 40, deformed low alloy steel bars, plain finish #4 and larger - A5TM AG 15, Grade GO, deformed billet steel bars, plain finish unless noted otherwise. Reinforcing detailing and placing shall be in conformance with the Concrete Reinforcing 5teel Institute Manual of Standard Practice. All bars shall have a minimum splice lap as noted below: Bar 51ze #3 #4 #5 #G #7 #8 #9 #10 # 1 1 Lap Length 24" 47" 58" 70" 103" 1 1 7" 13111 147" 1 G 1 " - 50 Bar Diameters Epoxy coated bars increase development and lap lengths by 50%. Splices in adjacent bars shall be not less than 5' apart. Splice continuous bars 1n spandrels, grade beams, wall beams, etc., as follows: top bars at mid -span, bottom bars at centerline of support. Do not heat bars to bend, use a bender. Welding of bars Shall be 1n conformance with A5TM A70G. Lap vertical reinforcing in walls and columns. Dowel all vertical reinforcing in walls and columns from foundations with the same size reinforcing bar as 15 5peclfied In the wall. All reinforcing bars Shall be tied and secured in place before placement of concrete, and bars are to be suspended by chairs or dOble5, but not using bars driven into the earth. Bars shall be clean of rust and mud when concrete IS placed. 5. Adding water, hardeners, curing agents and other admixtures Shall be at the direction of the Concrete Supplier, with the approval of the Architect. No pipes or ducts shall be placed In concrete slabs unless specifically detailed. Curing of concrete shall be by wetting of concrete for seven days, unless noted otherwise. Vibration of concrete shall be accomplished by a concrete vibrator designed for that purpose, and vibration shall be minimized to avoid Separation of constituents. Vertical forms shall not be removed before 24 hours after pouring, but all forms shall be removed after curing. G. Anchor bolts shall be hot dipped galvanized A307 bolts, and bolts with upset threads are not permitted. Anchor bolts shall be secured In place to the form, and not Inserted into the l 5hall 2 diameter X 10 wet concrete by hand. For residential construction, anchorbo is s a be I / d long placed 4' on center, with a minimum embedment of 7". Install anchor bolts not more than 12" from concrete corners or ends of Pressure Treated Douglas Fur (P.T.D.F.) 5111 plates, with 3" x 3" x .229" slotted steel plate washer, slot to be I I/ I G" wide x 1-3/4" long, with 112" cut washer between plate washer and nut at each bolt. See Braced Wall Panel Schedule or Shear Wall Schedule for special anchor bolts and hold down requirements. Alternative anchors as manufactured by 51mpson 5trong Tie or approved equal shall be utilized and Installed as specified by the manufacturer. 7. Concrete shall be placed and finlshed with the appropriate trowel finish for the intended use. Sidewalks and exterior slabs to have a broom flnish, unless a texture, mold or color treatment 15 specified. Interior slabs to be left with a smooth hard trowel finish that is level or sloped to drain as noted, with no visible imperfections. After installation and curing, slabs 51.1bJect to exterior weather conditions shall have a 5awcut or tooled expanslon Joint in each direction at 20' intervals , maximum, to control cracking. 8. The Contractor shall be responsiblle for adequate design and construction of all forms, bracing, and shoring required for construction. Reinforcing, dowels, anchor bolts, anchors, etc., to be embedded Into concrete shall be securely positioned before concrete placement. 9. All foundations shall bear on level grade, and changes In elevatlons shall be made by Steps of 18" maximum height and 3G" minimum width, with continuity of footing reinforcement maintained. to be Pressure Treated Douglas Fir (P.T.D.F.) and all connectors that attach the P.T.D.F. shall be stainless steel or hot dipped galvanized, at the direction of the manufacturer. Nailing shall comply with the Nailing Schedule, attached, and Table RG02.3(I ) of the CBC. Minimum wood grading shall be as follows: A. Horizontal Members Joists * Rafters.....................................Grade No. 2 Headers and Beams GX and Larger ........... Grade No. I Headers and Beams 4x and 5maller.......... Grade No. 2 B. Vertical Members Posts and Timbers.................................Grade No. I Studs, Plates and Blocking .....................Grade No. 2 Studs over 10' long..............................Grade No. 2 2. All sill plates and ledgers in contact with concrete shall be P.T.D.F., and attached as noted in Note G of the Concrete Section of these notes. There shall be a minimum of two anchors per piece of sill plate, with a bolt located not less than 4" or more than 12" from the end of each piece. 3. All dimensions are to face of stud. Minimum clear dimensions shall be shown with the information "clear" with the dimension. 4. Unless noted otherwise, all walls shall be 2xG DF studs at I G" on center at exterior walls, and 20 DF studs at I G" on center at interior walls. Provide continuous solid blocking between studs at mid height of studs or so spaced that unblocked length does not exceed 10' (blocking occurs at plywood Joints and 3x full blocking 15 required where nail spacing IS less than G" on center). Provide 2x trimmer and 2x king stud at each end of a beam or header with members the same sze as the studs. Bearing at each end of a flush beam or header shall be 1-1 /2", minimum. 5. All bolted or lagged connections in wood shall have washers. All nuts shall be tightened when placed, and re -tightened when finishes are applied. Washers shall be square plate steel or malleable iron sized as follows: 112" Bolt......................2" X 2" X 3/8" 5/8" bolt ...................... 2-1 /2" X 2-1/2" x 1/4" 3/4" Bolt ......................2-3/4" X 2-3/4" X 5/1 G" 7/8" Bolt ...................... 3-1 /4" X 3-1/4" X 3/8" 1 " Bolt .........................3-3/4" X 3-3/4" X 3/8" Exposed washers to be malleable iron. Where studs abut concrete, fasten stud to concrete with 1/4" round expansion bolts with 1-15/ 1 G" minimum embedment @ 4' on center maximum, G" on center minimum. All bolt holes in wood shall be drilled 1/8" larger than the nominal size of the bolt. No pipes or ducts shall be placed in bearing walls unless specifically shown on plans. No structural member shall be cut for pipes or ducts without the approval of the Architect. Studs in exterior wails or bearing wails may be cut or notched no more than 1/4 the width of the stud, and studs in non-bearing walls may be cut no more than 40% of the stud width. Bored holes are limited to 40% of the stud width, and must be 5/8" from any edge. Where notches for pipes necessitate the cutting of soles or plates, a metal tie not less than .058" (I G galvanized gauge) x 1-1 /2" wide shall be to each plate across with not less than G- I Gd nails on each side of opening. G. Lap plates at corners and intersections. Top plates to be double 2x with the size equal to the stud below. Lap top plate Splice a minimum of 4', and secure with 8 - I Gd na115 each side of lap. For laps where sufficient lap space is not available, U56 FHA straps on each side, or on top, across the lap. Also install 8- I Gd nails each side of double plate splice with intersecting top plates. Provide 112" clearance between the top plate of nonbearing walls and a roof truss, and secure truss to plate with 5T. clip connector to allow for movement. Unless noted otherwise, trusses shall be connected to bearing wa115 with an H I clip, and a girder truss shall be connected to the top plate with LGT2. 7. Exterior openings in walls such as Windows and doors shall be flashed with sheet metal or approved building paper products designed for this use. Caulk around all openings and at all intersections of exterior finish materials for waterproof seal. 8. Provide 2x 5olid blocking at Joists and rafters the same width of the Joist or rafter over all supports. For 2x Joists or rafters greater than 8-1 /4" deep, provide 2x3 cross blocking or 5011d blocking the same dimensions as the Joist at not over 10' on center, and not more than 10' from supports. At exposed conditions, provide 2x 5011d blocking the same dimension as the J015t or rafter. Provide double floor Joists below all bearing walls or braced wall panels that run parallel to the Joi5t5. For Braced Wa115 that run perpendicular to the Joists, install double solid blocking of the same dimension as the Joist. 9. All plywood sheathing to be Douglas Fir conforming to APA U.S.Products Standards P5-1-95, and 055 sheathing shall comply to APA U.S. Products Standard 2-92. Sheathing Shall be placed with face grain perpendicular to supports in compliance with Table 2306.3.1, unless noted otherwise. Interior wall sheathing to be 112" or 5/8" gypsum wallboard attached with 5d or Gd nails at 7" on center to all studs, top and bottom plates. Wall plywood sheathing shall be 3/8" CDX with exterior glue (5 Ply) with 8d nailing at G" on center at edge, and 12" on center field. 10. Ridges, Hips and Valleys must have nominal depth at least equal to the cut edge of the rafters framing into them, and at least the next nominal size wider. 055 sheeting may be substituted for CDX plywood using the OSB of the next larger nominal thickness Unless otherwise noted, roof sheathing Shall be 1/2" CDX Plywood with exterior glue (5 Ply) with 8d nailing at G" on center edge and 12" on center field, using flat 2x4 blocks at edges or structural H clips. I I . All framing connectors to be manufactured by 51mpson Strong Tie. Any substitution must be approved by the Architect, and must have an ICBO certification. 12. Where flush post connections are not noted, use 3-1 Gd end nails at top plate, and 4-8d na115 at bottom plate. 13. Cover all framing with approved asphalt impregnated building paper. Vapor barrier or house wrap may be Installed if noted in full compliance with manufacturer's Installation mstruction. Install two layers of building paper where stucco Is installed over sheathing. 14. "California Framing" consists of a secondary roof structure bearing on an existing or primary roof structure. Rafters to be sized for span, with ridges, valleys and plates sized one nominal size larger. Leave a 22" x 30" access opening in the primary roof sheathing for access and ventilation. Remove existing roofing materials, and frame California Roofing on existing or primary roof sheathing. 15. Provide fire separation wall between the garage and living space by installing 1/2" Gypsum Wallboard on the garage side of the common wall from floor slab to roof Sheathing. Ceiling of garage with floor above to have 5/8" Type X Fire Resistant Gypsum Board installed on the garage side. Tape and finish all Joints for a smoke seal. Door leading from garage into living space to be 5011d core or have a 20 minute fire rating and a spring hinge or door closer. I G. Glu Laminated Timbers not exposed shall be 24F -V' DF/DF. Camber to be standard camber from mill unless noted otherwise. Maximum moisture content shall be 12% at time of fabrication. Exposed ends Shall be protected from moisture, as required. 17. Laminated veneer lumber shall be minimum grade as noted on plans as manufactured by Trus J015t (ICC Report ESR -1387) or as manufactured by Willamette Industries (ICC Report NER-5718 ) or approved equal. Manufactured floor Joists shall be TJI Joists as manufactured by Trus Joist (ICC Report ESR -1 153) or 5trucjoi5t a5 manufactured by Willamette Indu5tlre5 ( ICC Report PFC-5719) or approved equal. 18. Common wire na115 to be sized a5 follows: 8d - 0.131 " X 2-112"; 1 Od - 0.148" x 3"; 1 Gd - 0.1 G2" x 3-1/2". Wood nailing shall be provided with common wire nails of sizes and numbers per Nailing Schedule and Table 2304.9.1 of the CBC except where more specific nailing 15 noted on plans. Equivalent capacity fasteners approved by ICBO may be used. 19. Roof trusses as designed by others shall comply to Lateral Loading for shear transfer a5 noted on plans. Please refer to truss design documents for specified bracing, connectors, and practices. 1 I . The Tankless Water Heaters shall be installed With a 120 Volt receptacle within 3 feet of the water heater and accessible to the water heater with no obstructions, a Category III or IV vent with a 5trlaght pipe between the outside termination and the water heater, a condensate drain that Is no more than 2 inches higher than the base of the installed water heater, and a gas supply line with at least 200,000 BTU/hr capacity. oto shower combinations shall have individual control valves o the pressure balance or thermostatic mixing valve types. 3. Install pressure absorbing devices or approved mechanical devices located close to quick acting valves to absorb high pressure from quickly closing the valves. 4. Owner shall select plumbing fixtures to be used throughout the project, with quality and finish equal to Kohler. 5. Shower or tub/shower combinations to have smooth, non-absorbant surfaces, such as ceramic tile, over a moisture resistant underlayment to a height of 70" above the rain outlet. G. Fauce s, shower valves and toilets shall be rated to comply with the appropriate flow limits as indicated in the California Plumbing Code; toilets at 1.28 gallons per flush, showers at 2.0 gallons per minute, lavatory faucets at 1.2 gpm, and kitchen aucet5 at 1.8 gallons per minute with 2.2 gpm temporary, flow. 7. n e o r 1 o from he res o t e system with approved isolation fittings, installed a minimum of G" above grade. 8. For all PEX and CPVC installations, a completed "Request to use PEX Water Pipe" or "Certificate of Compliance for installations of CPVC Plumbing Materials" must be submitted to and approved by the Building Official. MECHANICAL I. See energy calculations provided as part of the construction documents for mechanical system sizing, type and rating. Changing the system will require new I n effect other 1 n uire re ments. energy ca culat ons d may aye ect des o e g q 2. Verify speaal requirements for te5ting and inspection of the mechanical System as part of the compliance with the California Energy Code. 3. Package units or compressors located on the exterior shall be mounted on a concrete pad that pr v1des a minimum elevation f 3 above grade. The unit 5hall have a rated disconnect and a waterproof GFI outlet within 25' of the unit on the Supply side of the disconnect. 4. Attic mounted HVAC units shall be set and braced 1n the attic 1n such a positlon to allow an unobstructed 30" wide passageway from the attic opening to the unit not longer than 20', with a 24" platform. A level work space of 30" square will be provided at the front or service side of the equipment. There will be a service receptacle within 25' of the unit on the line side of the equipment disconnect. A light fixture illuminating a 1t switch near the atticccess opening. 5. Bathroom exhaust fans shall have a 50 cfm rats , an e Enc rat wit humidity control. Air duct exhausts for dryer vent, range vent, and exhaust fans Shall have back -draft dampers. ELECTRICAL I. Location and Spacing of outlets shall conform to Section 2 10-5 2 of the national electric code. 2. Vent all fans to the outside, either the roof or the exterior wall. 3. Install smoke detectors and carbon monoxide detectors as 5pec1fled in the California Building Code and manufacturer's instructions, and they are to be hard -wired, Inter -connected and with battery backup. 4. Kitchen lighting shall have more than 50% f the available wattage provided by high efficacy lighting fixtures (fluorescent). Lighting for bath, laundry, utility and garage to be high efficacy light fixtures, or incandescent light fixtures that are switched with a manual on occupant sensor. All other Interior lighting must be high efficacy fixtures or switched with dimmers or manual on occupancy sensors. Outdoor lighting that 15 attached to a budding must be high efficacy or switched with a motion sensor with integral photo control. 5. All branch circuits that supply 120 volt, single phase 15 and 20 amp outlets or fixtures In usable space shall have an Arc Fault Interrupt Circuit Breaker. Provide 2 or more 20 amp small appliance branch circuits evenly proportioned for kitchen outlets, with no other outlets on the circuits. One branch circuit shall provide a laundry outlet. Bathroom outlets are to be on a separate 20 amp circuit with no other outlets on that circuit. Primary bath light fixtures to be fluorescent or LED. G. Outlets In kitchens, bathrooms, laundry, garage and exterior to be protected by ground fault Interrupt outlets or breakers. All exterior outlets to also be water resistant in use. 7. Recessed can lights shall be rated for zero clearance from combustlble surfaces and Insulation, sealed for air tight construction, and shall have a gasket or caulking between the housing and ceiling surface. 8. Install wall outlets 14" above the finished floor. Outlets at the bath counter top shall be Installed at 40", while outlets on the kitchen counter to be at 44". Install wall switches at 48" above finlshed floor, and thermostats at 58". 9. Outlets 1n the common wall between the garage and living space Shall maintain a 24" horizontal clearance between outlets and Junction boxes on the opposite 5161e of the wall. Green Budding Requlrement5: a. All work will comply with the 2013 California Green Building Efficiency Code. b. Provide a Storm Water Pollution Prevention Plan. c. The site shall be graded to keep surface water away from the building. d. The building shall comply with the California Energy Code for building energy performance. e. The plumbing fixtures will consume 20% less than standard units, Including toilets, and all sinks and lavatories. f. The exterior envelope will be weather re515tant In compliance with the California Building Code and the California Energy Code. g. A construction waste management plan will be prepared and submitted, Including recycling 50% of construction waste. h. Ducts and mechanical units shall be sealed during construction to alleviate dust. I. All Adhesives, sealants, caulks, paints, carpets, carpet pads, carpet adhesives, composite wood products, and resilient floors shall be low VOC, In compliance with the Green Building Code. �. Outside walls shall provide a Sound Transfer Coefflclent(5TC) of 50, and interior walls shall provide an STC of 40. k. HVAC equipment shall not utilize CFCs, HCFC's, or HFC's With a potential greater than 150. Halons shall not be used as fire 5uppre55lon medium. DOOR SCHEDULE SYM SIZE TYPE GLASS FRAME FINISH QTY. REMARKS 1 3'-0" x 6'-8" WOOD ENTRY DOOR TEMPERED WOOD PAINT ONE KEYED TOCK, WEATHERSTRIP 2 3'4" x 6'-8" WOOD INTERIOR DOOR NONE WOOD PAINT THREE PASSAGE HARDWARE 3 3'-0" x 6'-8" WOOD INTERIOR DOOR NONE WOOD PAINT FOUR PRIVACY LOCK 4 6'-0" x 6'-8" WOOD WARDROBE DOOR NONE WOOD PAINT TWO SLIDING HARDWARE 5 2'-4" x 6'-8 WOOD INTERIOR DOOR NONE WOOD PAINT ONE PRIVACY LOCK 6 6'-0" x 6'-8" DOUBLE FRENCH DOOR TEMPERED WOOD PAINT TWO KEYED IOCK, WEATHERSTRIP 7 2'-2" x 6'-8" WOOD PANTRY DOOR TEMPERED WOOD PAINT ONE PASSAGE HARDWARE 8 3'-0" x 6'-8" WOOD FRENCH DOOR TEMPERED WOOD PAINT ONE KEYED IOCK, WEATHERSTRIP g _Y -_0"__x678" WOOD POCKET DOOR NONE WOOD PAINT TWO LATCH 10 3'-0" x 6'-8 GLASS SHOWER DOOR NONE ALUMINUM NONE ONE 21 11 2'-4" x 6'-8" WOOD POCKET DOOR NONE WOOD PAINT ONE LATCH 12 S-0" x 6'-8" SOLID CORE WOOD DOOR NONE WOOD PAINT ONE KEYED TOCK, WEATHERSTRIP, SPRING HINGE 13 10'-0" x 8'-0" GARAGE OVERHEAD DOOR TEMPERED WOOD PAINT THREE LOCK, AUTOMATIC OPENER NOTES: 1. GLASS IN WINDOWS WITHIN 24" OF THE LATCH SIDE OF THE DOOR TO BE TEMPERED OR LAMINATED GLASS. 2. GLASS IN DOOR UNITS OR TRANSOMS TO BE TEMPERED, LAMINATED OR WIRE GLASS. 3. EXTERIOR DOORS TO COMPLY WITH WILDLAND URBAN INTERFACE CODE IF REQUIRED. _ o WINDOW SCHEDULE SYM SIZE TYPE GLASS FRAME FINISH QTY. REMARKS OA DOUBLE 3'-0" X 5'-0" DOUBLE HUNG DOUBLE PANE LOW E, I PANE TEMPERED VINYL VINYL FIVE SCREEN, MULLIONS D 3'-0" x 4'-0" DOUBLE HUNG DOUBLE PANE LOW E, I PANE TEMPERE VINYL VINYL ONE SCREEN, MULLIONS © 3'-0" x 5'-0" DOUBLE HUNG DOUBLE PANE LOW E, I PANE TEMPERE VINYL VINYL ONE SCREEN, MULLIONS D TRIPLE 3'-0" X 5'-0" DOUBLE HUNG DOUBLE PANE LOW E, I PANE TEMPERED VINYL VINYL TWO SCREEN, MULLIONS 0 3'-0" x 5-0" DOUBLE HUNG TEMPERED VINYL VINYL FOUR SCREEN, MULLIONS NOTES: BUILDING ELEMENTS 1. WINDOWS IN SLEEPING ROOMS TO HAVE A MAXIMUM SILL HEIGHT OF 44 AND HAVE AN OPENING OF 20" WIDE X 24" HIGH MINIMU . 2. WINDOWS WITHIN 24" OF A SWINGING DOOR, IN STAIR, OR 18" OF FLOOR, ARE TO BE TEMPERED, LAMINATED OR WIRE GLASS. 3. SHOWER DOORS OR WINDOWS IN SHOWERS OR TUB/SHOWERS SHALL BE TEMPERED OR LAMINATED SAFETY GLASS. 4. WINDOWS TO BE DOUBLE GLAZED LOW 'E' TYPE. 5. WINDOW MODEL, TYPE, ,STYLE, FINISH AND MAKE TO BE APPROVED BY OWNER. =9001 REM WE low 11 3 R_ ITEM BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER I SPACING OF FASTENERS 4-1 ROOF � O cV I BLOCKING BETWEEN J015T5/RAFTER5 TO TOP PLATE, TOE NAIL 3 - 8d COMMON NAIL TOENAIL 2 CEILING JOISTS TO PLATE, TOE NAIL 3 - 8d COMMON NAIL TOENAIL 3 CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS 3 - I Od COMMON NAIL FACE NAIL 4 COLLAR TIE RAFTER, FACE NAIL OR 1-1/4"x20 GAGE RIDGE STRAP 3 - I Od COMMON NAIL FACE NAIL 5 RAFTER OR ROOF TRU55 TO PLATE, TOE NAIL 2-1 Gd BOX OR 3-1 Od COMMON 2 TOE NAIL5 ONE SIDE, I TOENAIL OPPOSITE 51DE G RAFTER TO RIDGE, VALLEY OR HIP RAFTERS 4 - I Gd COMMON TOENAIL 3 -1 Gd FACE NAIL WALL ,7��. CC o 7 BUILT UP CORNER STUDS I Od 24" ON CENTER 8 ABBUTING STUDS AT INTERSECTING WALL CORNERS, FACE NAIL I Gd 12" ON CENTER 9 BUILT UP HEADER, TWO PIECES WITH 1/2" SPACER I Gd I G" ON CENTER ALONG EACH SIDE 10 CONTINUED HEADER, TWO PIECES I Gd I G" ON CENTER ALONG EACH 51DE I I CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d COMMON TOENAIL 12 DOUBLE STUDS, FACE NAIL I Od COMMMON 24" ON CENTER 13 DOUBLE TOP PLATES, FACE NAIL I Od COMMMON 24" ON CENTER 14 DOUBLE TOP PLATES, MIN. 48" OFFSET OF END PLATES, FACE NAIL LAPS 8- 1 Gd COMMON NAIL FACE NAIL 15 SOLE PLATE TO J015T OR BLOCKING, FACE NAIL I Gd COMMON I G" ON CENTER I G SOLE PLATE TO J015T OR BLOCKING AT BRACED WALL PANELS 3 - I Gd COMMON I G" ON CENTER 17 STUD TO SOLE PLATE, TOENAIL 3 - 8d or 2 - I Gd TOENAIL 18 1 TOP OR SOLE PLATE TO STUD, END NAIL 2 - I Gd COMMON END NAIL 19 fur FLAIE5, LAPS AT COKNER5 AND INTM ECTION5,I FACE NAIL 20 1 " BRACE TO EACH STUD AND PLATE, FACE NAIL 2 -5d COMMON FACE NAIL 21 1 " x G" SHEATHING TO EACH BEARING, FACE NAIL 2 - 8d COMMON FACE NAIL 22 1 " x 8" SHEATHING TO EACH BEARING, FACE NAIL 2 - 8d COMMON FACENAIL 23 WIDER THAN I " x 8" SHEATHING TO EACH BEARING, FACE NAIL 3 - 8d COMMON FACE NAIL FLOOR 24 J015T TO SILL OR GIRDER, TOENAIL 3-8d COMMON TOENAIL 25 RIM JOIST TO TOP PLATE, TOE NAIL (ROOF ALSO) 8d COMMON G" ON CENTER 2G I RIM JOIST OR BLOCKING TO SILL PLATE, TOE NAIL 8d COMMON G" ON CENTER 27 2" PLANKS (PLANK AND BEAM - FLOOR AND ROOF) 2 - 1 Gd COMMON AT EACH BEARING 28 2" 5U5FLOOK TO J015T OR GIRDER, BLIND AND FACE NAIL 2 - I Gd COMMON 29 1 BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS I Od 32" ON CENTER TOP AND BOTTOM LAYERS, STAGGERED, TWO NAIL5 AT ENDS AND EACH SPLICE 30 I " x G" 5UBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d OR 2 1-3/4 STAPLES 31 LEDGER STRIP SUPPORTING JOISTS OK RAFTERS 3 - I Gd COMMON AT EACH J015T OR RAFTER WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD SHEATHING TO FRAMING ITEMDESCRIPTION OF MATERIAL FASTENER EDGES INTERMEDIATE SUPPORTS 32 3/8 TO 1/2" Gd COMMON - 5UBFLOOR/WALL, Sd COMMON ROOF G" ON CENTER I N CENTER 33 19/32"TO I" 5cl COMMON G" ON CENTER 12" ON CENTER 34 1-1/8" TO 1-1/4" 1 Od COMMON OR 8d DEFORMED NAIL G" ON CENTER 12" ON CENTER OTHER WALL SHEATHING 35 1/2" STRUCTURAL CELL FIBERBOARD SHEATHING 1-1 /2" GALVANIZED ROOFING NAIL, I " STAPLE, I G GA., 1-1 /4" LONG 3" ON CENTER G" ON CENTER 3G 25/32" STRUCTURAL CELLULOSE FIBERBOARD SHEATHING i 1-3/4" GALVANIZED ROOFING NAIL, I " STAPLE, I G GA, 1-1 /2" LONG 3" ON CENTER f 37 I/2" GYPSUM BOARD SHEATHING 1-1 /2" GALVANIZED ROOFING NAIL, 1-1 /4" SCREWS, TYPE W OR 5 7" ON CENTER 7" ON CENTER 38 5/8" GYPSUM BOARD SHEATHING 1-3/4" GALVANIZED ROOFING NAIL, 1-5/8" SCREWS, TYPE W OR S 7" ON CENTER 7" ON CENTER WOOD STRUCTURAL PANELS 39 3/4" AND LE55 Gd DEFORMED OR 8d COMMON NAILS G" ON CENTER 12" ON CENTER 40 7/8" TO I" 8d DEFORMED OR 8d COMMON NAIL5 G" ON CENTER 12" ON CENTER 41 1-1/8"TO 1-1/4" 8d DEFORMED OR IOd COMMON NAIL5 G" ON CENTER 12" ON CENTER �Y � I UJ U UJ U) U ]a t2 CC Q UJ O m a�g ooa. W LJ owo w LU 0 pC O �w U c ee a w � n. V) Z O U W Iz O Y U w U Z J IZ I cfl o CV tet' 0 0 W V) w 04 J Q_ * C29068 July 31, 2017 1� Renewal Date E NOTE5: I . NAILING SCHEDULE 15 A SYNOPSIS OF TABLE RG02.3(I ) IN THE CALIFORNIA BUILDING CODE 2013 EDITION. 2. COMMON NAILS ARE 51ZED IN WOOD AND CARPENTRY NOTE5, NOTE 18. 3. FOR COMPLETE CODE INFORMATION ON RESIDENTIAL WOOD BUILDING SYSTEMS AND MATERIALS, 5EE CHAPTER G CALIFORNIA RESIDENTIAL BUILDING CODE, 2013 EDITION. 4. FOR ALTERNATE ATTACHMENTS TO TABLE ABOVE, SEE TABLE RG02.3(2), CALIFORNIA RESIDENTIAL BUILDING CODE, 2013 EDITION. JOB NUMBER Copely Acres SHEET N0. A1 3 4-1 U � O cV 0 � C) _s4 O 1- 4 � • rl Q0 U U " �• ct 'C� O ,7��. CC o o I v L w u N O V INCA O N � U cfl dam" • � � CD O CIO C`', O � a NOTE5: I . NAILING SCHEDULE 15 A SYNOPSIS OF TABLE RG02.3(I ) IN THE CALIFORNIA BUILDING CODE 2013 EDITION. 2. COMMON NAILS ARE 51ZED IN WOOD AND CARPENTRY NOTE5, NOTE 18. 3. FOR COMPLETE CODE INFORMATION ON RESIDENTIAL WOOD BUILDING SYSTEMS AND MATERIALS, 5EE CHAPTER G CALIFORNIA RESIDENTIAL BUILDING CODE, 2013 EDITION. 4. FOR ALTERNATE ATTACHMENTS TO TABLE ABOVE, SEE TABLE RG02.3(2), CALIFORNIA RESIDENTIAL BUILDING CODE, 2013 EDITION. JOB NUMBER Copely Acres SHEET N0. A1 3 1, 1� Q O cV 0 � C) _s4 In Q0 NOTE5: I . NAILING SCHEDULE 15 A SYNOPSIS OF TABLE RG02.3(I ) IN THE CALIFORNIA BUILDING CODE 2013 EDITION. 2. COMMON NAILS ARE 51ZED IN WOOD AND CARPENTRY NOTE5, NOTE 18. 3. FOR COMPLETE CODE INFORMATION ON RESIDENTIAL WOOD BUILDING SYSTEMS AND MATERIALS, 5EE CHAPTER G CALIFORNIA RESIDENTIAL BUILDING CODE, 2013 EDITION. 4. FOR ALTERNATE ATTACHMENTS TO TABLE ABOVE, SEE TABLE RG02.3(2), CALIFORNIA RESIDENTIAL BUILDING CODE, 2013 EDITION. JOB NUMBER Copely Acres SHEET N0. A1 3 J✓,i erg �. f �' � � j., � + �