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B16-1534 050-020-002
FIRE-RESISTANT CONSTRUCTION: 1.) THE 6ARA6E AND/OR CARPORT SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN 6ARAGE WALLS SHALL COMPLY WITH SECTION R302.5.1 THROUGH R302.5.3. DWELLING/GARAGE AND/OR CARPORTSEPARATION: A. FROM THE RESIDENCE t ATTICS: NOT LE55 THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE. B. FROM ALL HABITABLE ROOMS ABOVE THE GARAGE OR CARPORT: NOT LE55 THAN 5/8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. G. STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION: NOT LESS THAN 112 -INCH GYPSUM BOARD OR EQUAL. D. GARAGES LOCATED LE55 THAN 3 FEET FROM A DWELLING UNIT ON THE SAME LOT: NOT LE55 THAN 1/2 ANCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA. 2.) UNDER -STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE t ANY SOFFITS PROTECTED ON THE ENCL05ED SIDE WITH 112 -INCH GYPSUM BOARD. R302.7 3.) FIREBLOCKING. IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO GUT OFF ALL CONGEALED DRAFT OPENINGS (BOTH VERTICAL t HORIZONTAL) I TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN 5TORIE5, t BETWEEN A TOP STORY I THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WO0D-FRAME_00N5TBUGTION IN_THE FOLLOWING LOCATIONS R502.11: A. CONGEALED SPACES OF STUD WALLS t PARTITIONS, INCLUDING FURRED SPACES t PARALLEL ROWS OF 5TUDS OR STAGGERED STUDS, AS FOLLOWS: 1) VERTICALLY AT THE CEILING d FLOOR LEVELS. 2) HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. B. AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL I HORIZONTAL SPACES SUCH A5 OCCUR AT SOFFITS, DROP CEILINGS t COVE CEILINGS. G. CONGEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP t BOTTOM OF THE RUN. ENCL05ED SPACES UNDER 5TAIR5 SHALL COMPLY WITH SECTION R302.11. D. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CA5LE5 I WIRES AT CEILING I FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME I PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. E. FOR THE FIREBLOGKING OF CHIMNEYS t FIREPLACES, SEE SECTION R 1003.1 9. LIGHT, VENTILATION_4 HEATING: LIGHT_4 VENTILATION _R505: 1.) ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY AGGE55 OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. 2.) ADJOINING ROOMS: FOR THE PURPOSE OF DETERMINING LIGHT t VENTILATION REQUIREMENTS, ANY ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING ROOM WHEN AT LEAST ONE-HALF OF THE AREA OF THE COMMON WALL 15 OPEN I UNOBSTRUCTED I PROVIDES AN OPENING OF NOT LESS THAN ONE-TENTH OF THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 25 SQUARE FEET. R303.2 3.) BATHROOMS: BATHROOMS, WATER CLOSET COMPARTMENTS t OTHER similar ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SQUARE FEET, ONE-HALF OF WHICH MUST BE Of -ENABLE. EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT t LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM LOCAL EXHAUST RATES SHALL BE 50 GUBIG FEET PER MINUTE INTERMITTENT OR 20 GUBIG FEET PER MINUTE CONTINUOUS VENTILATION IN ACCORDANCE WITH THE CALIFORNIA MECHANICAL GORE, CHAPTER 4. HEATING: 1.) EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 687 AT A POINT 3 FEET ABOVE THE FLOOR 6 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS. R305A GEILING_HEIGHT5: HABITABLE SPACE: HALLWAYS, BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS t PORTIONS OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LE55 THAN 7 FEET. P-305 EXCEPTIONS: 1.) FOR ROOMS WITH SLOPED CEILINGS, AT LEAST 50 PERCENT OF THE REQUIRED FLOOR AREA OF THE ROOM MUST HAVE A CEILING HEIGHT OF AT LEA5T 7 FEET t NO PORTION OF THE REQUIRED FLOOR AREA MAY HAVE A CEILING HEIGHT OF LESS THAN 5 FEET. 2.) BATHROOMS SHALL HAVE A MINIMUM CEILING HEIGHT OF 6 FEET 8 INCHES AT THE CENTER OF THE FRONT CLEARANCE AREA FOR FIXTURES AS SHOWN IN FIGURE R307.1. THE CEILING HEIGHT ABOVE FIXTURES SHALL BE SUCH THAT THE FIXTURE 15 CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUB EQUIPPED WITH A 5HOWERHEAD SHALL HAVE A MINIMUM CEILING HEIGHT OF b FEET 8 INCHES ABOVE A MINIMUM AREA 30 INCHES BY 30 INCHES AT THE 5HOWERHEAD.. EMERGENCY_EBCAPE_4 RESCUE: SLEEPING ROOMS SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE t RESCUE OPENING. R3 10. THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR 6 SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. MINIMUM OPENING_ HEIGHT: THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. MINIMUM OPENING WIDTH: THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. EGRE55: 1.) AT LEAST ONE E6RE55 DOOR SHALL BE PROVIDED. R3 1 1 THE EGRE55 DOOR SHALL BE SIDE -HINGED, t SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES WHEN MEASURED BETWEEN THE FACE OF THE DOOR t THE STOP, WITH THE DOOR OPEN 90 DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT BE LE55 THAN 78 INCHES IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP. 2.) THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES MEASURED IN THE DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 -PERCENT). 3. ) STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT t BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF THE STAIRWAY t THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT I BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS t LANDINGS, SHALL NOT BE LESS THAN 31 1/2 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE t 27 INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. R 5T H" FIRE_5PRINKLE __5Y _ E_ - 1.) AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED. R3 13 EXCEPTION: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL NOT BE REQUIRED FOR ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS THAT ARE NOT ALREADY PROVIDED WITH AN AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM. R3 13.2 2.) WHERE INSTALLED, RESIDENTIAL FIRE SPRINKLER SYSTEMS, OR PORTIONS THEREOF, SHALL BE IN ACCORDANCE WITH NFPA 1 3D OR SECTION R3 13. SMOKE ?ALARMS: 1.) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS R514: A. IN EACH SLEEPING ROOM. R3 14.3. B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. R314.5 2.) WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. R3 14.5 3.) SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING PROVIDED THAT SUCH WIRING 15 SERVED FROM A COMMERCIAL SOURCE t SHALL BE EQUIPPED WITH A BATTERY BACKUP. R3 14.4 EXCEPTIONS: SMOKE ALARMS ARE PERMITTED TO BE SOLELY BATTERY OPERATED IN EXISTING BUILDINGS WHERE NO CONSTRUCTION 15 TAKING PLACE. CARBON_ MONOXIDE ALARMS: 1.) FOR NEN CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS t IN 5LEEPIN6 UNITS WITHIN WHICH FUEL -BURNING APPLIANCES ARE INSTALLED t IN DWELLIN6 UNITS THAT HAVE ATTACHED 6ARAOE5. R315. 2.) CARBON MONOXIDE ALARMS REQUIRED BY SECTIONS R3 15.1 t R3 15.2 SHALL BE INSTALLED IN THE FOLLOWIN6 LOCATIONS: A. OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE 5EDROOM(5). B. ON EVERY LEVEL OF A DWELLIN6 UNIT INCLUDING BASEMENTS. NOTE: HOLD TOP OF WINDOW5 AT '7- 10". UNLESS NOTED OTHERWI5E BUTTE COUNTY AUG 112016' DEVELOPMENT SERVICES rec mk. b 8'-4' SHOWER VALVE -NOTE: WINDOW LA13EL5 24'-4" FG, FIXED GLASS W-3" 2'-6" 7'-10' '1'-1 " 5 2'-6' 514 SINGLE HUNG DH DOUBLE HUNS LL 13 :' V SG SINGLE CASEMENT DG DOUBLE CASEMENT TO TRIPLE CASEMENT L5 LEFT SLIDINGN RS RIGHT SLIDINGN TS TRIPLE SLIDING - Ari 51N6LE AWNING FA DOUBLE AWNIN6 TA TRIPLE AWNING NO HOPPER FH DOUBLE HOPPER TH TRIPLE HOPPER LV LOWERED PT PASS THRU - NO GLASS GRANITE r36- -NOTE: WINDOWS ARE AS VIEWED FROM INSIDE LOOKING, OUTWARD. NOTE: HOLD TOP OF WINDOW5 AT '7- 10". UNLESS NOTED OTHERWI5E BUTTE COUNTY AUG 112016' DEVELOPMENT SERVICES rec mk. b 8'-4' 1 PROVIDE CORBELS FOR GRANITE TOP INCL (1) 8'- SD2 GRANITE TOP ry O O WINDOW 1"BELOW WINDOW Q� �Q'I ���� Z4��.j4JQIryo 4• 6"X 1 2" D 1 HEADER U) SA ETY GLASS 6"XS" W/ PZG b"x8" W/ PZG SAFETY GLA55 �' SHOWER VALVE -NOTE: 14'-1 1" 24'-4" 2'-2" L 2'-1 O' 2'-6' W-3" 2'-6" 7'-10' '1'-1 " 5 2'-6' 4'-5' 8'-O' 8'-O' 3'-1 1" THERMOSTATIC MIXING VALVES, 0 LL 13 :' V �� o 1 J1 PRESSURE BALANCE OR 1 /2 LITE COMBINATION VALVE TYPE. CFC, 1 A A T d �/ e�• ° Az GLASS ul ( Q0�Q DOORS MICRO WAVE 402OR5 GRANITE r36- 2868 ul p p ° v 03 UTILITY TUB t. SHOWER ALL lQ OVER WINE REFRIGERATOR 60 PSI SINK t TOP t SPLASH w ot ul IL.• J O IL 1 DISPOSAL P05T b"x b" b'xb" HB d 6"X b" POST 1 BR H P05T P05T P05T W/ CBSQ, FINIS D NOTE: TYP. NOTE: HD U� PROVIDE ELECTRICAL STUBOUT, CONTACT SUMMIT WATER d SEWER CONNECTION FOR S$r 1 FLOOR FUTURE BBQ AREA. STRUCTURAL DESIGN IF CONFIRM LOCATION WITH OWNER. ° $Zo ALTERNATE P05T GAP LANDINGS: HARDWARE 15 PREFERRED. THE LANDING AT AN EXTERIOR PORCH TMP. FLOOR NOTE: DOORWAY SHALL NOT BE MORE THAN 7.75 INCHES BELOW THE TOP OF THE CONCRETE SLA 3 FLOOR 1 DRYER TOP I SPLASH ALTERNATIVE ATTIC THRE5HOLD, PROVIDED THE DOOR, STUCCO WALL5 4 GLC. 8 I AGGE55 CAN BE LOCATED OTHER THAN AN EXTERIOR STORM OR VEN 5D3 I AT SIDENALL OF SCREEN DOOR, DOES NOT SWING BUILT. -IN REF, i BEDROOM ABOVE. OVER THE LANDING. r BACKING 1 PROVIDE CORBELS FOR GRANITE TOP INCL (1) 8'- SD2 GRANITE TOP ry O O WINDOW 1"BELOW WINDOW Q� �Q'I ���� Z4��.j4JQIryo 4• 6"X 1 2" D 1 HEADER U) SA ETY GLASS 6"XS" W/ PZG b"x8" W/ PZG SAFETY GLA55 �' SHOWER VALVE -NOTE: < ry OTILE p PROVIDE INDIVIDUAL CONTROL q- 19 tNISHED O C. THERMOSTATIC MIXING VALVES, 0 LL 13 :' V �� o 1 J1 PRESSURE BALANCE OR 1 /2 LITE COMBINATION VALVE TYPE. CFC, 1 A SAFETY T d �/ e�• ° Az GLASS ul ( Q0�Q DOORS MICRO WAVE 402OR5 GRANITE r36- 2868 ul p p ° v 03 UTILITY TUB t. SHOWER ALL 1 PROVIDE CORBELS FOR GRANITE TOP INCL (1) 8'- SD2 GRANITE TOP ry O O WINDOW 1"BELOW WINDOW Q� �Q'I ���� Z4��.j4JQIryo 4• 6"X 1 2" D 1 HEADER U) SA ETY GLASS 6"XS" W/ PZG b"x8" W/ PZG SAFETY GLA55 �' 4.2 30-105H AT HDR. 12050 AT HDR. 30-105H 6080 DR 01 R SLIDING SAFETY GLA55 D� SLIDING SAFETY GL.A55 DOOR HB . CONTINUOUS 7 1/4"x 1 1 1 /4" LVL HDR. TOP AT W/ 0v�yti �0 A W. COORDINATE DOOR ROUGH OPENING G CONFIRM 9 ��N� PROVIDE 1 BEDROOM WINDOW WITH A MIN. 1(1 O NET CLEAR OPENING OF 5.7 SOFT. EXCEPTION: N 2"XS" DF�2 BALLOON FRAME AT 16" c/c � DIMENSION W/ ri GO T AT EXTERIOR GREAT ROOM WALL. RADE FLOOR OPENING CAN HAVE A MIN. NET I FIREPLACE CLEAR OPENING OF 5.0 SOFT. R//yamN 2'- 1 O• 5 L HEIGHT: MAX. 44' ABOVE FLOOR O F IN OPENING HEIGHT: 24'. NOTE: FIREPLACE: I /y - HEIGHT: UPPER CABINETS IN THE INSTALL AS PER MFG. SPEC5. �QO ryQ MIN. OPENING.WIDTH: 20' KITCHEN TO HAVE THEIR TOP FIREPLACE SHALL COMPLY WITH U.S. EPA AT W -O". PHASE II EMISSION LIMITS WHERE K �USLS !' APPLICABLE. TYP. ALL 6 17 iHG FIREPLACE COOL AIR K1110 �iLl FIREPLACE SHALL AL50 COMPLY WITH SIDES K INTAKE LOCATED IN NOTE:_ SPECIAL VENTING IS APPLICABLE LOCAL ORDINANCES. VENTED ATTIC, SPACE REQUIRED FOR ISLAND SINKS. - - SEE 2015 CPC,, 5EGTION qOq.o ■ 4 Q -- o z Z 4• L-1 7.5' a L-6 0' 5D 1 r - - 6 ' m MA►STER BEDROOM GREAT ROOM F LL I FINISHED GONG. FLOOR ARCHED OPENING FINISHED GONG. FLOOR x -HDU2 ggT132O 5'-0" 1'-8' CI -2 N FLU5H EATING BAR DOUBLE 2"xb" DFS 1 BALLOON I KING NOISE ALL: ego FRAME AT 8" C/C AT FF IOR TO 5HEETROCK, INSTALL RG HATCHED WALLS, TYP., U.N.O. G ANNEL HORIZONTALLY OVER PLYWOOD 00 bAl 1 V cl G. d INSULATE THIS WALL. 7 I TYP. �ryryD N LAUNDRY �.�� N O V% 4"Xb" 4`X6" Jr) 0 m .D In EL ows. O 'S • U) 4' 11 4• 2 0 L-16.5' INCL. SINK '� 1 2080 (1) 2'-O' 6 � p( GRANITE � � � WINDOW IL TOP t SPLASH GRANITE t36' ° W 288 ARCHED OPENING _1 TOP t SPLASH " FLUSH 5 1 /4" x 1 1 "1/8" LVL O W M K • HALLWAY • , 3 0 ® �- z N 1 OI 6.0' O 4.,X6. ry ry '� �• � w N t- ° ° O FINISHED GONG. FLOOR O Q �' to 4 m d m in 6"xb" 1 2N w 4 °� ° MASTER z 0 OU rpo R $HQMII �G@� 4�AJ4 POST to 0 �1 Z BATH z 0 } G FIR HEAD HEIGHT Q 2880 880 ARCHED OPENING (E `0 I`_ rzECEIV E`D AUG 12 '20-16 TR9 AND ASSOCIATES 2IL_FINISHED m .r - GONG. w z 4 1 2' DEEP X FLOOR O GJ�(� WH S`SJ�dG 4' OJZUP ° 6°Xb" NALLIVE NGHE �j U ■ �0 50 GAL._GA5 !NATER HEATER:@ �?` /y 0 ° P05T JQ b' WALL CONCRETE .18" HIGH PLATFORM WITH P.T. VALVE WITH PISGHAR6E �O L--10.0' �GJ� 4J % ° LINE OF FLOOR ABOVE I - HVAC, W ALK TO OUTSIDE W/ SEISMIC STRAPS TOP AND BOTTOM. (� ° y T BACKING SEE ELECTRICAL NOTE MIN. 36" THE STRAPS TO BE 4" MIN TOILER. ABOVE CONTROLS. VENT �Ui ° I FOR. HOWE 0524 ENVIRONMENTAL THRU ROOF AND PROVIDE BARRIER FROM VEHICULAR p BAR ®44 QUALITY NOTE 1 7. ° A TY GL 55 WIDE DAMAGE. GARAGE NOTES: O•H• ENTRY I LUS EN LOS RE N 1/2 LITE 1) PRIVATE 6ARA6E5 ARE TO BE SEPARATED FROM THE 8 TYP- ° TILE +'72' HVAC: N TIG B 1/2 -INCH YP5UM BOARD. ° FINISHED DWELLING AND Yb E O •P. `fl SAFETY I 1 J DURING ROUGH INSTALLATION UN STORAGE �) HABITABLE SPACE ABOVE A 6ARAGE MUST BE SEPARATED SD2 ° ■- ° 1Q GONG. ry ON THE CONSTRUCTION SITE t UNTIL FINAL 61-A55 BY 5/8 -INCH TYPE X GYPSUM BOARD. I N DOORS 3) DOORS BETWEEN THE DWELLING! GARAGE IS REQUIRED TO ° FLOOR I TOILET O 2g / X STARTUP OF THE HEATING d COOLING ° BE 1 3/8 INCH THICK, SOLID GORE WOOD, 50LID GORE CF �!/ ;� GAME ROOM 0 SOP I m • EQUIPMENT, ALL DUCT AND OTHER RELATED STEEL, HONEYCOMB GORE STEEL, OR A POOR WITH A 20 �i ROOM '� AIR DISTRIBUTION COMPONENT OPENINGS C WATER F'IEAT_NOTE5: MINUTE FIRE PROTECTION RATING, AND BE SELF-CLOSING I I WA`I'L y �. I Q ?� -I FINISHED GONG. FLOOR n I SHALL BE COVERED WITH TAPE, PLASTIC, PROVIDE THE FOLLOWING: SELF -LATCHING. BELOW G C(h CONTINUOUS 5 1/4"x 1 1 7/8" LVL A� \ (N HB 111 SHEET METAL OR OTHER METHODS. 1) UNOBSTRUCTED 120v RECEPTACLE WITHIN 3•. 4) DUCTS IN THE GARAGE THAT PENETRATE THE SEPARATION �'- •- 2J PROVIDE CONCRETE BASE EXTENDING 3' OR $�@ 2) CATE60RY 111 or IV VENT, OR TYPE B VENT W/ MUST BE A MINIMUM OF 26 GAUGE STEEL WITH NO OPENINGS I HDR OVER DOOR d (2) WINDOWS 2880 - Jry O MORE ABOVE GROUND LEVEL. (/ STRAIGHT PIPE BETWEEN OUTSIDE TERMINATION I M THE 6ARAGE. HD(/ ' VPJ aQ �' �Q d WHERE WATER HEATER 15 INSTALLED. 5) IN THE 6ARA ELEMENTS OF SEPARATION ARE NO LONGER $$ 8 NA !} - 'C0 "I 9) CONDENSATE DRAIN NO MORE THAN 2" HIGHER THAN REQUIRED TO BE PROTECTED. T8�4 Syt,a3 �V• GJ� 5H0Y_VER VA �/€NOTE: 1•- THE BASE OF THE WATER HEATER THAT ALLOI045 9 Q PROVIDE INDI IDU CONTROL NATURAL DRAINAGE WITHOUT PUMP ASSISTANCE $� 15EE_2ND. FLOOR_PLAN 2o60SH 6080 p 20605H qJ 3 -6' 7'-4' 4) &AS SUPPLY LINE W/ A CAPACITY OF AT LEAST �-(V� FOR STAIRS NOTES 6"X b" W/ p • y THERM05TATI MI INC VALVES, 200,000 BTU/HR. 5 O N m N m PRESSURE BA AMCOR 5) PROVIDE SEISMIC BRACING FOR W/H AT LOCATIONS I ((/ ,, • ` A 3 5 CLIP - D '� j WALK-IN CLOSET ; COMBINATION ALWE TYPE. GPC, EQUAL TO THE TOP! BOTTOM 1/9 OF ITS VERTICAL QV p EACH SIDE a 4' �� d' O FINISHED GONG. FLOOR - O 405.3 DIMENSION. STRAP SHALL BE A MIN. OF 4" ABOVE I / \ �. 4 \ T d Ill_IL CONTROLS. �� AQ' \ _ AT HEADER � .� m N N n p O6) COMBINATION PRESSURE 4 TEMPERATURE RELIEFL-4.0' L-4.0' ry y ry- 6 I --6•D' ARCH D (24" X 5b") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THI5 PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND GONNEGTIONS BEFORE CONSTRUCTION BEGINS. DRAFTiNS BY: IWH MORLE VA -LCV ROAD C'41I CALIFORNIA 'IS g73 LYNNSMITH3 20ATT.NF-T ENERGY GALG5 BY: '' GOLDEN SUN 1 IIIII DESIGNS MAX RAMIREZ Q�o4Essl�;q ��OaJK `do. 75688"' * s/ o/16 Sj C, l v 9jFOF CA1_...\��� 8/912016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEERS STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH < ry OTILE p TO •72' o 2 GPM ®80 P51 5AFETY GLASS ENOL q- 19 tNISHED O C. V 0 LL 13 :' V �� o 1 J1 J� u■ w 1 A ° Q In ul • MICRO WAVE 1.8 GPM ® GRANITE r36- ul p p F lQ OVER WINE REFRIGERATOR 60 PSI SINK t TOP t SPLASH w ot ul IL.• J O IL DISPOSAL I HB d J BR H T.P. rFjj FINIS D KITCHEN HD U� GONG. 288 S$r FLUSH BEAM FLOOR FINISHED ° $Zo - GONG. 1 GRANITE -56* *36' FLOOR NOTE: DRYER TOP I SPLASH I VEN TO TERM14>ATE d W �{ "X (p• BUILT. -IN REF, i 36' IN. FROM ANY r BACKING IN/ H2O HOOKUP WIND N OPENING. In m FOR TOWEL BAR 0 44" SsL PAINTR � 1.8 GPM El 2880 p p FINISHED c 0 60 PSI v DRYER - GONG. W GRANITE t5e DBL SINK t �Q DRYER VENT TO FLOOR `Q L TOP i SPLASH DI5P05AL VENT OUTSIDEnl "Q W AIR J n ■ DR ER EXHAUST: VII5iE 4" MIN. a- C w w Q b GAS RANGE PR MO p STURE WASHER SPACE p = �' 00 W/ HOOD EX AU5T DUCT WIT BACK-PRA#T LAUNDRY PAMPER- THE MA IMUM LENGTH * FINISHED • Oi FO THE DRYER 1, N Oo GONG. w 1 Oi EXHAUST DUCT 15 FLOOR SD2 M 14 EET N/ d 4"XE 4.2 30-105H AT HDR. 12050 AT HDR. 30-105H 6080 DR 01 R SLIDING SAFETY GLA55 D� SLIDING SAFETY GL.A55 DOOR HB . CONTINUOUS 7 1/4"x 1 1 1 /4" LVL HDR. TOP AT W/ 0v�yti �0 A W. COORDINATE DOOR ROUGH OPENING G CONFIRM 9 ��N� PROVIDE 1 BEDROOM WINDOW WITH A MIN. 1(1 O NET CLEAR OPENING OF 5.7 SOFT. EXCEPTION: N 2"XS" DF�2 BALLOON FRAME AT 16" c/c � DIMENSION W/ ri GO T AT EXTERIOR GREAT ROOM WALL. RADE FLOOR OPENING CAN HAVE A MIN. NET I FIREPLACE CLEAR OPENING OF 5.0 SOFT. R//yamN 2'- 1 O• 5 L HEIGHT: MAX. 44' ABOVE FLOOR O F IN OPENING HEIGHT: 24'. NOTE: FIREPLACE: I /y - HEIGHT: UPPER CABINETS IN THE INSTALL AS PER MFG. SPEC5. �QO ryQ MIN. OPENING.WIDTH: 20' KITCHEN TO HAVE THEIR TOP FIREPLACE SHALL COMPLY WITH U.S. EPA AT W -O". PHASE II EMISSION LIMITS WHERE K �USLS !' APPLICABLE. TYP. ALL 6 17 iHG FIREPLACE COOL AIR K1110 �iLl FIREPLACE SHALL AL50 COMPLY WITH SIDES K INTAKE LOCATED IN NOTE:_ SPECIAL VENTING IS APPLICABLE LOCAL ORDINANCES. VENTED ATTIC, SPACE REQUIRED FOR ISLAND SINKS. - - SEE 2015 CPC,, 5EGTION qOq.o ■ 4 Q -- o z Z 4• L-1 7.5' a L-6 0' 5D 1 r - - 6 ' m MA►STER BEDROOM GREAT ROOM F LL I FINISHED GONG. FLOOR ARCHED OPENING FINISHED GONG. FLOOR x -HDU2 ggT132O 5'-0" 1'-8' CI -2 N FLU5H EATING BAR DOUBLE 2"xb" DFS 1 BALLOON I KING NOISE ALL: ego FRAME AT 8" C/C AT FF IOR TO 5HEETROCK, INSTALL RG HATCHED WALLS, TYP., U.N.O. G ANNEL HORIZONTALLY OVER PLYWOOD 00 bAl 1 V cl G. d INSULATE THIS WALL. 7 I TYP. �ryryD N LAUNDRY �.�� N O V% 4"Xb" 4`X6" Jr) 0 m .D In EL ows. O 'S • U) 4' 11 4• 2 0 L-16.5' INCL. SINK '� 1 2080 (1) 2'-O' 6 � p( GRANITE � � � WINDOW IL TOP t SPLASH GRANITE t36' ° W 288 ARCHED OPENING _1 TOP t SPLASH " FLUSH 5 1 /4" x 1 1 "1/8" LVL O W M K • HALLWAY • , 3 0 ® �- z N 1 OI 6.0' O 4.,X6. ry ry '� �• � w N t- ° ° O FINISHED GONG. FLOOR O Q �' to 4 m d m in 6"xb" 1 2N w 4 °� ° MASTER z 0 OU rpo R $HQMII �G@� 4�AJ4 POST to 0 �1 Z BATH z 0 } G FIR HEAD HEIGHT Q 2880 880 ARCHED OPENING (E `0 I`_ rzECEIV E`D AUG 12 '20-16 TR9 AND ASSOCIATES 2IL_FINISHED m .r - GONG. w z 4 1 2' DEEP X FLOOR O GJ�(� WH S`SJ�dG 4' OJZUP ° 6°Xb" NALLIVE NGHE �j U ■ �0 50 GAL._GA5 !NATER HEATER:@ �?` /y 0 ° P05T JQ b' WALL CONCRETE .18" HIGH PLATFORM WITH P.T. VALVE WITH PISGHAR6E �O L--10.0' �GJ� 4J % ° LINE OF FLOOR ABOVE I - HVAC, W ALK TO OUTSIDE W/ SEISMIC STRAPS TOP AND BOTTOM. (� ° y T BACKING SEE ELECTRICAL NOTE MIN. 36" THE STRAPS TO BE 4" MIN TOILER. ABOVE CONTROLS. VENT �Ui ° I FOR. HOWE 0524 ENVIRONMENTAL THRU ROOF AND PROVIDE BARRIER FROM VEHICULAR p BAR ®44 QUALITY NOTE 1 7. ° A TY GL 55 WIDE DAMAGE. GARAGE NOTES: O•H• ENTRY I LUS EN LOS RE N 1/2 LITE 1) PRIVATE 6ARA6E5 ARE TO BE SEPARATED FROM THE 8 TYP- ° TILE +'72' HVAC: N TIG B 1/2 -INCH YP5UM BOARD. ° FINISHED DWELLING AND Yb E O •P. `fl SAFETY I 1 J DURING ROUGH INSTALLATION UN STORAGE �) HABITABLE SPACE ABOVE A 6ARAGE MUST BE SEPARATED SD2 ° ■- ° 1Q GONG. ry ON THE CONSTRUCTION SITE t UNTIL FINAL 61-A55 BY 5/8 -INCH TYPE X GYPSUM BOARD. I N DOORS 3) DOORS BETWEEN THE DWELLING! GARAGE IS REQUIRED TO ° FLOOR I TOILET O 2g / X STARTUP OF THE HEATING d COOLING ° BE 1 3/8 INCH THICK, SOLID GORE WOOD, 50LID GORE CF �!/ ;� GAME ROOM 0 SOP I m • EQUIPMENT, ALL DUCT AND OTHER RELATED STEEL, HONEYCOMB GORE STEEL, OR A POOR WITH A 20 �i ROOM '� AIR DISTRIBUTION COMPONENT OPENINGS C WATER F'IEAT_NOTE5: MINUTE FIRE PROTECTION RATING, AND BE SELF-CLOSING I I WA`I'L y �. I Q ?� -I FINISHED GONG. FLOOR n I SHALL BE COVERED WITH TAPE, PLASTIC, PROVIDE THE FOLLOWING: SELF -LATCHING. BELOW G C(h CONTINUOUS 5 1/4"x 1 1 7/8" LVL A� \ (N HB 111 SHEET METAL OR OTHER METHODS. 1) UNOBSTRUCTED 120v RECEPTACLE WITHIN 3•. 4) DUCTS IN THE GARAGE THAT PENETRATE THE SEPARATION �'- •- 2J PROVIDE CONCRETE BASE EXTENDING 3' OR $�@ 2) CATE60RY 111 or IV VENT, OR TYPE B VENT W/ MUST BE A MINIMUM OF 26 GAUGE STEEL WITH NO OPENINGS I HDR OVER DOOR d (2) WINDOWS 2880 - Jry O MORE ABOVE GROUND LEVEL. (/ STRAIGHT PIPE BETWEEN OUTSIDE TERMINATION I M THE 6ARAGE. HD(/ ' VPJ aQ �' �Q d WHERE WATER HEATER 15 INSTALLED. 5) IN THE 6ARA ELEMENTS OF SEPARATION ARE NO LONGER $$ 8 NA !} - 'C0 "I 9) CONDENSATE DRAIN NO MORE THAN 2" HIGHER THAN REQUIRED TO BE PROTECTED. T8�4 Syt,a3 �V• GJ� 5H0Y_VER VA �/€NOTE: 1•- THE BASE OF THE WATER HEATER THAT ALLOI045 9 Q PROVIDE INDI IDU CONTROL NATURAL DRAINAGE WITHOUT PUMP ASSISTANCE $� 15EE_2ND. FLOOR_PLAN 2o60SH 6080 p 20605H qJ 3 -6' 7'-4' 4) &AS SUPPLY LINE W/ A CAPACITY OF AT LEAST �-(V� FOR STAIRS NOTES 6"X b" W/ p • y THERM05TATI MI INC VALVES, 200,000 BTU/HR. 5 O N m N m PRESSURE BA AMCOR 5) PROVIDE SEISMIC BRACING FOR W/H AT LOCATIONS I ((/ ,, • ` A 3 5 CLIP - D '� j WALK-IN CLOSET ; COMBINATION ALWE TYPE. GPC, EQUAL TO THE TOP! BOTTOM 1/9 OF ITS VERTICAL QV p EACH SIDE a 4' �� d' O FINISHED GONG. FLOOR - O 405.3 DIMENSION. STRAP SHALL BE A MIN. OF 4" ABOVE I / \ �. 4 \ T d Ill_IL CONTROLS. �� AQ' \ _ AT HEADER � .� m N N n p O6) COMBINATION PRESSURE 4 TEMPERATURE RELIEFL-4.0' L-4.0' ry y ry- 6 I --6•D' ARCH D (24" X 5b") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THI5 PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND GONNEGTIONS BEFORE CONSTRUCTION BEGINS. DRAFTiNS BY: IWH MORLE VA -LCV ROAD C'41I CALIFORNIA 'IS g73 LYNNSMITH3 20ATT.NF-T ENERGY GALG5 BY: '' GOLDEN SUN 1 IIIII DESIGNS MAX RAMIREZ Q�o4Essl�;q ��OaJK `do. 75688"' * s/ o/16 Sj C, l v 9jFOF CA1_...\��� 8/912016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEERS STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH VALVE TO OUT5IDE W/ UNTHREADED PIPE FACING v LI: DOWNWARD BETWEENz 6"TO 24"ABOVE GROUND. S,($20 7- m 5 SS DUg ° v ° �6505HH 26505H 26505H -a lu ,y 6 „ � p O J qj H 2 5' 2.0' SHELF d SHELF I Q- 111 TWO GAR GARAGE s d 4 q 6 POLE SHOES POLE / 0g>- ST@�sr L-8.5' p �Q�1 PORG E �� 1 L-13.0' INCL. Jry �2: D2 ILS P5'' CONCRETE SLAB FLOOR GARAGE X (3) 2'-6" qhs O Z 9�U9 5HEETROCK WALL5 # GLC. DOOR STUD I '� W CgNCRE E SLA FLOOR O WINDOWS ?� 2020 2020FX 202OF TYP O A OPENER 6,�WT46 OOP FILING ,I JryryO 1.1' 1.3' 6 1.3' 1.1'd`Sy� U- - < ---------------- a L-24.0' W p S4 /.� -10.15' N 1- W NOTE: SD2 �� INCL (3) 2'- NO O' WINDOW W • PROVIDE SOLID SHIM Op R E Z � 2"Xb" DFS 1 ° p p TYP. ALL ADJUST STUD HEIGHT AT GARAGE AS/IF REQ'D FOR BALLOON FRAME AT 1 6`X6" ABOVE W/ EPGZ TOP 4 WINDOWS 1 TYP. ALL 8" c/G AT HATCHED pN SD2 WINDOWS INVERTED PCZ BOTT. OR EQUAL. O ATTIC FLOOR ELEVATION. WALLS, TYP, U.N.O. ve I .1 LIVEABLE: GARAGE_POOR; 6 _0• SEE EXTERIOR ELEVATION I 1) HOLD 6ARAGE FLOOR BACK 50 THAT DOCIR 5 PLUMBING -NOTES: 2140 SgFt 1ST FLIP, I LANDS ON APRON 3/4" BELOW GARAGE FLpOR. p D. - SD 1 1.) EACH PLUMBING FIXTURE d FITTING SHALL MEET REDUCED FLON _ -1050 5gFt 2ND FLR 2) FINISHED ARAGE DOOR OPENING TO BE 6 11 Hg 6`X6' POST W/ p ° RATES SPECIFIED IN TABLE -4.305.2. Hg SHORTER IN HEIGHT ! 2" NARROWER THAN IDTH 0550, TYPICAL. 2.) NHEN SINGLE SHOWER FIXTURES ARE SERVED BY MORE THAN ONE 3 1 CIO 5C{Ft TOTAL OF 6ARAGE DOOR SIZE. I O 3) PROVIDE SOLID BLOCKING AT CENTER OF toapl - - p 51M. 5HONERHEAD, THE COMBINED FLOW RATE OF ALL THE N - INDIVIDUAL H 5 I 5: FROM HEADER TO A MINIMUM OF 14* ABOV TOP O - E -B SLS- TYP- SHOWERHEADS SHALL NOT EXCEED THE MAXIMUM FLOW RATES OF DOOR. INSTALL NON -SHEAR WALL GARAGE: REMOVABLE p LANDINGS: SPECIFIED IN THE 20 PERCENT REDUCTION COLUMN CONTAINED IN BACKFLOW ° p THE LANDING AT AN EXTERIOR TABLE 4.303.2 OR THE SHOWER SHALL BE DESIGNED TO ONLY SEGMENT LENGTH 552 Sq,Ft - - - W PREVENTION DOORWAY SHALL NOT BE MORE THAN ALLOW ONE 5HOWERHEAD TO BE IN OPERATION AT A TIME. - - - - - - - - DEVICES. GPC, 603 CONCRETE 7.75 INCHES BELOTHE TOP OF THE EXCEPTION: R ION: THE MAXIMUM FLON RATE FOSHONERHEADS WHEN - INTERIOR THRESHOLD, PROVIDED THE DOOR, USING THE CALCULATION METHOD SPECIFIED IN SECTION 4.303.1, BEARING WALL5 COVERED W ALK ITEM 2,15 2.5 GPM 0 80 PSI. y ° p 0 p D OTHER THAN AN EXTERIOR STORM OR 3.) PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND PATIO_ : � 1 SOSO p v p SCREEN DOOR, DOES NOT SWING �Y 0 6 S Q p PROVIDE KEYLESS _z) 6 SS y ° OVER THE LANDING. FITTINGS (FAUCETS AND 5HOWERHEADS) SHALL MEET THE THI5 PLAN TO COMPLY WITH THE FOLLOWING: 4J�ry J. G p p v p ENTRY TOUGH PAD Q �� ° STANDARDS REFERENCED IN TABLE 4.303.3. 1 OO Sc{Ft FRONT Z h 0' @ N 4.) A 4' DRAIN 15 REQUIRED FOR BUILDING5 PROVIDING MORE THAN 1.025 5 Ft REAR • 2013 CALIFORNIA BUILDING CODE (GBG), �� 0 p I p v 0 a pgctym Sq Ft D O THREE WATER CLOSETS PER 201 3 GPG TABLE 7-5 FOOTNOTE 4. 1 1 51 5 Ft TOTAL • 2013 CALIFORNIA RESIDENTIAL CODE (GRG), CONCRETE p • 2015 CALIFORNIA MECHANICAL CODE (GMC), p ° SCALE: 1/4"- 1'-O" a v DRIVEWAY p p • 2015 CALIFORNIA PLUMBING CODE (GPG), ° v ° p ° v ° 294 5 Ft ATTIC 1 -O" 0 1 2'-�" p b' -O' 6' O' 3'-9" 3'-O` 3'-O' 3'-3' 2'-1 " 3'-4" W-4' 2'-1 • FLOOR PLAN NOTES; a • 2013 CALIFORNIA ELECTRICAL CODE (CEG), p p v v o 1.) THIS PLAN SHALL COMPLY WITH THE STORAGE • 2015 CALIFORNIA FIRE GORE (GFG), 24'-0" ° ° v p W -b" 12'-0' 15'-0" 1 O'-10" REQUIREMENTS OF THE 201 3 GRG SECTION R327 DATE: • 2015 CALIFORNIA ENERGY CODE v p p p V m v FOR THE Y411 -URBAN INTERFACE. • 2015 CALIFORNIA GREEN BUILDING5 STANDARDS CODE ° v p 68'4' 17p 2.) AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE 8/q/20 1 6 (COMMONLY GALLED "C.ALGREEM) p 1> p ° p p - REQUIRED AS PER SECTION R3 15.3 OR NFPA 1 3D. • 2013 CRO SECTION R327 FOR EXTERIOR WILDFIRE EXPOSURE IN G"r- p FLOOR PLAN STRUCTURAL NOTES: A 4.) ANY DISCREPANCIES BETWEEN FRAMING 5HOWN AND DE516N BY OTHERS. SCALE: THIS 15 AN ABO Y COOS PROJ� _ ° FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT 3.) SUBMIT FINAL CONSTRUCTION WASTE A WILDLAND URBAN INTERFACE. p v v p 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHOWN M M NT REPORT TO THE BUILDING S TO THE ENGINEER OF RECORD. ANAGE E E PLEASE REFER TO THE ENERGY CAL05 FOR: p SHEETS 501-5D5 FOR ADDITIONAL INFORMATION. E DEPARTMENT PRIOR TO FINAL INSPECTION. OCCUPANCY GROUP: • FLOOR, WALL d DUCT INSULATION VALUES p p 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE p TREATED WITH TREATMENT PROCESS AND 4.) PLATE HEIGHT TO BE 9' UNLE55 NOTED OTHERWISE. • OCCUPANCY 15 R3/U •WINDOW APPLICATION APPROPRIATE FOR EXPOSU SPECIFICATIONS v RE 5.) TYPICAL WALL FRAMING, UNLE55 NOTED C:O;N5TRUCTION TYPE: • WATER HEATER REQUIREMENTS BALLOON FRAME WALL5: OTHERWISE: • HVAC DETAILS (AFUE HEATING d SEER COOLING) ACCORDING TO MFR'S WRITTEN GUIDELINES.16" • CONSTRUCTION TYPE 15 VB 2X6 DF# 1 AT 8" O.G. EXTERIOR WALLS: 2"xb" DF STUDS ® 1 6" c/c 6) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN INTERIOR WALLS: 2'x4" DF STUDS 0 16" c/c EXTERIOR WALL: ° p v ° v p ° 2X6 DF STUD AT 1 b" O.G. COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE, n SHEET TABLE 2304.q.1. UNLESS NOTED OTHERWI5 (V� INTERIOR WALLS: �ERMIT# p - 2X6 DF STUD AT 1 6 O.G. aurrEcc REVIEWED ap ° p OMF�ERVICES DEVELOPMENTS�R CODE COMPLIA ' yCr p v p p ° 3.) SEE DETAIL 7/5D 1 FOR TYPICAL STUD WALL R�IN I�En FOR ®,�r ° ° p o v ELEVATION AND TYPICAL WALL OPENING SCHEDULE. DE C(,IANC p �Z E ��.--�� l � AUG 1 R 2015 _ `---- -- BY TR,6 O COPYRIGHT 2015 ANn x, MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALG5 5UMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER CAUsers\Lynn\Documents\chief X7 Plans\Cooper Residence\Cooper Residence)ayoutLYNN SMITH - DRAFTING22 189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 383 RIO LINDO AVENUE •200, CHICO, GA 95926 OWNER: DU5TIN t CHRISTINE COOPER 1 99 SYCAMORE VALLEY ROAD, PHONE: (530)321-7242C 9 7 W7ELL (530) 52-440ORK (530) 588-2880 CELL iiilllCHICO, GA g5g3 EMAIL ADDRESS: MaxeCadMama.com EMAIL ADDRE55: Ryland05ummitChico.com EMAIL ADDRE55: dcoopereminasianlaw.comK."Mc-P(530) 881-0585 WORK (530) 514-0585 CELL LT""OMrta520ATT."■T EMAILADDRE55: Lynn5mlth320ATT.net a_► vaco I . 1 . < ry O � 0 q- 19 O 1 V QML ® LL 13 :' V 7 u■ w 1 A V1 Q In ul It [-M 0 ul �z A w ot ul IL.• 11L� LLILI 1013 IL ,n uWI ul In Z < VALVE TO OUT5IDE W/ UNTHREADED PIPE FACING v LI: DOWNWARD BETWEENz 6"TO 24"ABOVE GROUND. S,($20 7- m 5 SS DUg ° v ° �6505HH 26505H 26505H -a lu ,y 6 „ � p O J qj H 2 5' 2.0' SHELF d SHELF I Q- 111 TWO GAR GARAGE s d 4 q 6 POLE SHOES POLE / 0g>- ST@�sr L-8.5' p �Q�1 PORG E �� 1 L-13.0' INCL. Jry �2: D2 ILS P5'' CONCRETE SLAB FLOOR GARAGE X (3) 2'-6" qhs O Z 9�U9 5HEETROCK WALL5 # GLC. DOOR STUD I '� W CgNCRE E SLA FLOOR O WINDOWS ?� 2020 2020FX 202OF TYP O A OPENER 6,�WT46 OOP FILING ,I JryryO 1.1' 1.3' 6 1.3' 1.1'd`Sy� U- - < ---------------- a L-24.0' W p S4 /.� -10.15' N 1- W NOTE: SD2 �� INCL (3) 2'- NO O' WINDOW W • PROVIDE SOLID SHIM Op R E Z � 2"Xb" DFS 1 ° p p TYP. ALL ADJUST STUD HEIGHT AT GARAGE AS/IF REQ'D FOR BALLOON FRAME AT 1 6`X6" ABOVE W/ EPGZ TOP 4 WINDOWS 1 TYP. ALL 8" c/G AT HATCHED pN SD2 WINDOWS INVERTED PCZ BOTT. OR EQUAL. O ATTIC FLOOR ELEVATION. WALLS, TYP, U.N.O. ve I .1 LIVEABLE: GARAGE_POOR; 6 _0• SEE EXTERIOR ELEVATION I 1) HOLD 6ARAGE FLOOR BACK 50 THAT DOCIR 5 PLUMBING -NOTES: 2140 SgFt 1ST FLIP, I LANDS ON APRON 3/4" BELOW GARAGE FLpOR. p D. - SD 1 1.) EACH PLUMBING FIXTURE d FITTING SHALL MEET REDUCED FLON _ -1050 5gFt 2ND FLR 2) FINISHED ARAGE DOOR OPENING TO BE 6 11 Hg 6`X6' POST W/ p ° RATES SPECIFIED IN TABLE -4.305.2. Hg SHORTER IN HEIGHT ! 2" NARROWER THAN IDTH 0550, TYPICAL. 2.) NHEN SINGLE SHOWER FIXTURES ARE SERVED BY MORE THAN ONE 3 1 CIO 5C{Ft TOTAL OF 6ARAGE DOOR SIZE. I O 3) PROVIDE SOLID BLOCKING AT CENTER OF toapl - - p 51M. 5HONERHEAD, THE COMBINED FLOW RATE OF ALL THE N - INDIVIDUAL H 5 I 5: FROM HEADER TO A MINIMUM OF 14* ABOV TOP O - E -B SLS- TYP- SHOWERHEADS SHALL NOT EXCEED THE MAXIMUM FLOW RATES OF DOOR. INSTALL NON -SHEAR WALL GARAGE: REMOVABLE p LANDINGS: SPECIFIED IN THE 20 PERCENT REDUCTION COLUMN CONTAINED IN BACKFLOW ° p THE LANDING AT AN EXTERIOR TABLE 4.303.2 OR THE SHOWER SHALL BE DESIGNED TO ONLY SEGMENT LENGTH 552 Sq,Ft - - - W PREVENTION DOORWAY SHALL NOT BE MORE THAN ALLOW ONE 5HOWERHEAD TO BE IN OPERATION AT A TIME. - - - - - - - - DEVICES. GPC, 603 CONCRETE 7.75 INCHES BELOTHE TOP OF THE EXCEPTION: R ION: THE MAXIMUM FLON RATE FOSHONERHEADS WHEN - INTERIOR THRESHOLD, PROVIDED THE DOOR, USING THE CALCULATION METHOD SPECIFIED IN SECTION 4.303.1, BEARING WALL5 COVERED W ALK ITEM 2,15 2.5 GPM 0 80 PSI. y ° p 0 p D OTHER THAN AN EXTERIOR STORM OR 3.) PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND PATIO_ : � 1 SOSO p v p SCREEN DOOR, DOES NOT SWING �Y 0 6 S Q p PROVIDE KEYLESS _z) 6 SS y ° OVER THE LANDING. FITTINGS (FAUCETS AND 5HOWERHEADS) SHALL MEET THE THI5 PLAN TO COMPLY WITH THE FOLLOWING: 4J�ry J. G p p v p ENTRY TOUGH PAD Q �� ° STANDARDS REFERENCED IN TABLE 4.303.3. 1 OO Sc{Ft FRONT Z h 0' @ N 4.) A 4' DRAIN 15 REQUIRED FOR BUILDING5 PROVIDING MORE THAN 1.025 5 Ft REAR • 2013 CALIFORNIA BUILDING CODE (GBG), �� 0 p I p v 0 a pgctym Sq Ft D O THREE WATER CLOSETS PER 201 3 GPG TABLE 7-5 FOOTNOTE 4. 1 1 51 5 Ft TOTAL • 2013 CALIFORNIA RESIDENTIAL CODE (GRG), CONCRETE p • 2015 CALIFORNIA MECHANICAL CODE (GMC), p ° SCALE: 1/4"- 1'-O" a v DRIVEWAY p p • 2015 CALIFORNIA PLUMBING CODE (GPG), ° v ° p ° v ° 294 5 Ft ATTIC 1 -O" 0 1 2'-�" p b' -O' 6' O' 3'-9" 3'-O` 3'-O' 3'-3' 2'-1 " 3'-4" W-4' 2'-1 • FLOOR PLAN NOTES; a • 2013 CALIFORNIA ELECTRICAL CODE (CEG), p p v v o 1.) THIS PLAN SHALL COMPLY WITH THE STORAGE • 2015 CALIFORNIA FIRE GORE (GFG), 24'-0" ° ° v p W -b" 12'-0' 15'-0" 1 O'-10" REQUIREMENTS OF THE 201 3 GRG SECTION R327 DATE: • 2015 CALIFORNIA ENERGY CODE v p p p V m v FOR THE Y411 -URBAN INTERFACE. • 2015 CALIFORNIA GREEN BUILDING5 STANDARDS CODE ° v p 68'4' 17p 2.) AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE 8/q/20 1 6 (COMMONLY GALLED "C.ALGREEM) p 1> p ° p p - REQUIRED AS PER SECTION R3 15.3 OR NFPA 1 3D. • 2013 CRO SECTION R327 FOR EXTERIOR WILDFIRE EXPOSURE IN G"r- p FLOOR PLAN STRUCTURAL NOTES: A 4.) ANY DISCREPANCIES BETWEEN FRAMING 5HOWN AND DE516N BY OTHERS. SCALE: THIS 15 AN ABO Y COOS PROJ� _ ° FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT 3.) SUBMIT FINAL CONSTRUCTION WASTE A WILDLAND URBAN INTERFACE. p v v p 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHOWN M M NT REPORT TO THE BUILDING S TO THE ENGINEER OF RECORD. ANAGE E E PLEASE REFER TO THE ENERGY CAL05 FOR: p SHEETS 501-5D5 FOR ADDITIONAL INFORMATION. E DEPARTMENT PRIOR TO FINAL INSPECTION. OCCUPANCY GROUP: • FLOOR, WALL d DUCT INSULATION VALUES p p 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE p TREATED WITH TREATMENT PROCESS AND 4.) PLATE HEIGHT TO BE 9' UNLE55 NOTED OTHERWISE. • OCCUPANCY 15 R3/U •WINDOW APPLICATION APPROPRIATE FOR EXPOSU SPECIFICATIONS v RE 5.) TYPICAL WALL FRAMING, UNLE55 NOTED C:O;N5TRUCTION TYPE: • WATER HEATER REQUIREMENTS BALLOON FRAME WALL5: OTHERWISE: • HVAC DETAILS (AFUE HEATING d SEER COOLING) ACCORDING TO MFR'S WRITTEN GUIDELINES.16" • CONSTRUCTION TYPE 15 VB 2X6 DF# 1 AT 8" O.G. EXTERIOR WALLS: 2"xb" DF STUDS ® 1 6" c/c 6) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN INTERIOR WALLS: 2'x4" DF STUDS 0 16" c/c EXTERIOR WALL: ° p v ° v p ° 2X6 DF STUD AT 1 b" O.G. COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE, n SHEET TABLE 2304.q.1. UNLESS NOTED OTHERWI5 (V� INTERIOR WALLS: �ERMIT# p - 2X6 DF STUD AT 1 6 O.G. aurrEcc REVIEWED ap ° p OMF�ERVICES DEVELOPMENTS�R CODE COMPLIA ' yCr p v p p ° 3.) SEE DETAIL 7/5D 1 FOR TYPICAL STUD WALL R�IN I�En FOR ®,�r ° ° p o v ELEVATION AND TYPICAL WALL OPENING SCHEDULE. DE C(,IANC p �Z E ��.--�� l � AUG 1 R 2015 _ `---- -- BY TR,6 O COPYRIGHT 2015 ANn x, MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALG5 5UMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER CAUsers\Lynn\Documents\chief X7 Plans\Cooper Residence\Cooper Residence)ayoutLYNN SMITH - DRAFTING22 189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 383 RIO LINDO AVENUE •200, CHICO, GA 95926 OWNER: DU5TIN t CHRISTINE COOPER 1 99 SYCAMORE VALLEY ROAD, PHONE: (530)321-7242C 9 7 W7ELL (530) 52-440ORK (530) 588-2880 CELL iiilllCHICO, GA g5g3 EMAIL ADDRESS: MaxeCadMama.com EMAIL ADDRE55: Ryland05ummitChico.com EMAIL ADDRE55: dcoopereminasianlaw.comK."Mc-P(530) 881-0585 WORK (530) 514-0585 CELL LT""OMrta520ATT."■T EMAILADDRE55: Lynn5mlth320ATT.net a_► vaco I . 1 . STAIRS, HANDRAILS d_OUARDS: STAIR WIDTH: STAIRWAYS SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCHES. SPIRAL STAIRWAYS AS PROVIDED FOR IN R3 1 1.01.1 STAIR HEADROOM: STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NO51NG5. SUCH HEADROOM SHALL BE CONTINUOUS ABOVE THE STAIRWAY TO THE POINT WHERE THE LINE INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. THE MINIMUM CLEARANCE SHALL BE MAINTAINED THE FULL WIDTH OF THE 5TAIRWAY t LANDING. R3 1 1.1.2 STAIR WALKLINE: THE WALKLINE ACROSS WINDER TREADS SHALL BE CONCENTRIC TO THE DIRECTION OF TRAVEL THROUGH THE TURN < LOCATED 12 INCHES FROM THE SIDE WHERE THE WINDERS ARE NARROWER. THE 112 -INCH DIMENSION SHALL BE MEASURED FROM THE WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE OF THE WINDER. IF WINDERS ARE ADJACENT WITHIN THE FLIGHT, THE POINT OF THE WIDEST CLEAR STAIR WIDTH OF THE ADJACENT WINDERS SHALL BE USED. R3 1 1.1.4 TREAD5 t RISERS: STAIR TREADS 8 RISERS SHALL COMPLY WITH SECTION R3 1 R3 1.1.1.5 DIMENSION REFERENCE SURFACES: FOR THE PURPOSE OF THIS SECTION, ALL DIMENSIONS ARE EXCLUSIVE OF CARPETS, RU65 OR RUNNERS. 951 1.1.5,1 42 RISER HEIGHT d TREAD DEPTH: THE MAXIMUM RI5ER HEIGHT SHALL BE 1 3/4 INCHES; THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES: THE MINIMUM WINDER TREAD DEPTH AT THE WALKLINE SHALL BE 10 INCHES; d THE MINIMUM WINDER TREAD DEPTH SHALL BE b INCHES. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1 1/4 INCHES SHALL BE PROVIDED ON 5TAIRWAY5 WITH 50LID RISERS WHERE THE TREAD DEPTH IS LESS THAN 1 1 INCHES. R3 11.1.5.2 5TAIR TREADS t RISERS SHALL BE OF UNIFORM 51ZE < SHAPE. THE TOLERANCE BETWEEN THE LARGEST d SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST d SMALLEST TREAD DEPTH SHALL NOT EXCEED 3/8 INCH IN ANY FLIGHT OF STAIRS. THE GREATEST WINDER TREAD DEPTH AT THE WALKLINE WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 5/8 INCH. R51 1.1.5.3 N051N65: THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO GREATER THAN 9/ 1 6 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1 1/4 INCHES SHALL BE PROVIDED ON 5TAIRWAY5 WITH SOLID RISERS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH BETWEEN TWO STORIES, INCLUDING THE NOSING AT THE LEVEL OF FLOORS l LANDINGS. BEVELING OF NOSINGS SHALL NOT EXCEED 1/2 INCH. EXCEPTION: A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 1 1 INCHES. 5T_AIRWAY LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT THE TOP d BOTTOM OF EACH STAIRWAY. THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO LESS THAN THE WIDTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGLE SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK LINE t THE TOTAL AREA IS NOT LESS THAN THAT OF A QUARTER CIRCLE WITH A RADIUS EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE 5TAIRWAY HAS A STRAIGHT RUN, THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LE55 THAN 36 INCHES. EXCEPTION: A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, INCLUDING STAIRS IN AN ENCLOSED GARAGE, PROVIDED A DOOR DOES NOT 5WING OVER THE STAIRS. P-311.7.6. HANDRAIL5: 5TAIRWAY5 WITHIN DWELLING UNITS < SPIRAL 5TAIRWAY5 ARE PERMITTED TO HAVE A HANDRAIL ON ONE SIDE ONLY. A CONTINUOUS RUN OF TREADS OR FLIGHT OF STAIRS WITH LESS THAN FOUR RISERS DOES NOT REQUIRE HANDRAILS. R3 1 1.1.8. HEIGHT; HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LESS THAN 54 INCHES d NOT MORE THAN 38 INCHES. R3 1 1.1.8.1. 6RA5PABILITYs HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1 114 INCHES t NOT GREATER THAN 2 INCHES. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES d NOT GREATER THAN b 1/4 INCHES WITH A MAXIMUM CROSS-SECTION DIMEN51ON OF 21/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. CONTINUITY HANDRAIL5 FOR 5TAIRWAY5 SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCHES BETWEEN THE WALL d THE HANDRAILS.. R3 1 1.1.8.2 EXCEPTIONS: A. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. B. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL 15 ALLOWED OVER THE LOWEST TREAD. GUARDS: WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, STAIRS, RAMPS 6 LANDINGS THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR &RADE BELOW AT ANY POINT WITHIN 56 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS SHALL BE ADEQUATE IN STRENGTH d ATTACHMENT IN ACCORDANCE WITH SECTION R3 12. HEIGHT: REQUIRED GUARDS SHALL BE NOT LE55 THAN 42 INCHES HIGH, MEA5URED VERTICALLY ABOVE THE ADJACENT WALKING SURFACES, ADJACENT FIXED SEATING OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. R3 12.1.2. EXCEPTIONS: A. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. B. WHERE THE TOP OF THE GUARD ALSO SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE LESS THAN 34 INCHES t NOT MORE THAN 38 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PA55AGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. R3 1 2.1.3 EXCEPTIONS: A. FROM A HEIGHT OF 36 INCHES TO 42 INCHES, GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 43/8 INCHES IN DIAMETER. B. THE TRIANGULAR OPENINGS AT THE OPEN SIDES OF A STAIR, FORMED BY THE RISER, TREAD t BOTTOM RAIL SHALL NOT ALLOW PA55A6E OF A SPHERE 6 INCHES IN DIAMETER. G. THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 43/8 INCHES IN DIAMETER. WINDOW BILLS: IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 -INCH -DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR. R3 12.2.1 LE&AL REG2UIREMENT5: 1.) PERMIT ON SITE: A COPY OF THE BUILDING PERMIT MUST BE KEPT ON 51TE UNTIL THE WORK 15 COMPLETED l A FINAL INSPECTION HAS BEEN MADE. R 105.1 2.) LOWEST FLOOR ELEVATION: IN FLOOD HAZARD AREAS, AN ELEVATION CERTIFICATE 15 REQUIRED AFTER PLACEMENT OF THE LOWEST FLOOR BEFORE PROCEEDING WITH CONSTRUCTION ABOVE. R 106.1.3. FOUNDATIONS d DRAINA(SE: DRAINA6E: R401.3 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM 5EWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET. EXCEPTION: WHERE LOT LINES, WALL5, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT b INCHES OF FALL WITHIN 10 FEET. DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING. FRAM__ INC _ GENERAL: 1 J WOOD PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE FOUNDATION WITH A MINIMUM 1 /2" DIAMETER STEEL BOLTS OR OTHER APPROVED ANCHORS. BOLTS SHALL BE EMBEDDED AT LEAST 1' INTO THE CONCRETE t SHALL BE SPACED NOT MORE THAN V APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12' OR LESS THAN 4" FROM EACH END OF THE PIECE. R403.1.6 2J PLATE WASHERS, A MINIMUM OF 0.229 INCH BY 5 INCHES BY 3 INCHES IN SIZE, SHALL BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE < THE NUT EXCEPT WHERE APPROVED ANCHOR STRAPS ARE U5ED. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO S/ 1 b INCH LARGER THAN THE BOLT DIAMETER t A SLOT LENGTH NOT TO EXCEED 1 5/4 INCHES, PROVIDED A STANDARD GUT WASHER 15 PLACED BETWEEN THE PLATE WASHER t THE NUT. R602.1 1 3.) FOUNDATION PLATES OR SILLS THAT REST ON EXTERIOR FOUNDATION WALLS i ARE LESS THAN 8" FROM EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 4.) POSTS, GIRDER5, J015T5 t SUBFLOOR LOCATED IN A CRAWL SPACE MUST BE NATURALLY DURABLE OR TREATED WOOD WHEN THE FLOOR JOISTS ARE LESS THAN 1 8' OR WOOD GIRDERS ARE LE55 THAN 1 2" ABOVE THE EXPOSED GROUND. 5.) WOOD ROOF TRU55 MEMBERS 4 COMPONENTS SHALL NOT BE GUT, NOTCHED, DRILLED, 5PLIGED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE WRITTEN APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. THE TRUSS DESIGN SHALL TAKE INTO ACCOUNT ANY LOADS SUCH AS HVAC OR PLUMBING EQUIPMENT. FLOOR FRAMING: 1J CRAWL SPACE AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY OPENINGS INTO THE UNDER -FLOOR AREA WALLS. SUCH OPENINGS SHALL HAVE A NET AREA OF NOT LE55 THAN 1 SOFT FOR EACH 150 SOFT OF UNDER -FLOOR AREA. OPENINC75 SHALL BE LOCATED 50 A5 TO PROVIDE CROSS VENTILATION. SUCH OPENINGS SHALL BE COVERED WITH CORROSION -RESISTANT WIRE MESH WITH OPENINGS NOT GREATER THAN 1 /8' OR OTHER APPROVED MATERIALS WITH THE LEAST DIMENSION OF THE COVERING NOT TO EXCEED 1/4* IN DIMENSION. R408 2) CRAWL SPACES SHALL BE PROVIDED WITH A MINIMUM OF ONE ACCESS OPENING NOT LESS THAN 15" BY 24'. R408.4 WOOD PROTECTION: 1.) PROTECTION OF WOOD t WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT 15 PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA U 1 FOR THE SPECIES, PRODUCT, PRESERVATIVE a END USE. section r3 11. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1. A. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. B. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS ! ARE LESS THAN 8 INCHES FROM THE EXPOSED GROUND. G. SILLS 4 SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT 15 IN DIRECT CONTACT WITH THE GROUND UNLE55 SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. D. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LE55 THAN 1/2 INCH ON TOPS, SIDES l ENDS. E. WOOD SIDING, SHEATHING t WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN b INCHES FROM THE GROUND OR LESS THAN 2 INCHES MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS, t SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. F. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE -PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLE55 SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 6. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER 15 APPLIED BETWEEN THE WALL l THE FURRING STRIPS OR FRAMING MEMBERS. 2J LUMBER < PLYWOOD REQUIRED TO BE PRESSURE -PRESERVATIVE -TREATED IN ACCORDANCE WITH SECTION R3 18.1 SHALL BEAR THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY. 3.) WOOD/PLASTIC COMPOSITES USED IN EXTERIOR DECK BOARDS, STAIR TREADS, HANDRAILS GUARDRAIL SYSTEMS SHALL BEAR A LABEL INDICATING THE REQUIRED PERFORMANCE LEVELS 4 DEMONSTRATING COMPLIANCE WITH THE PROVISIONS OF ASTM V"7052. 4.) IN AREAS SUBJECT TO DAMAGE FROM TERMITES A5 INDICATED BY TABLE R501.2(1), METHODS OF PROTECTION SHALL BE ONE OF THE FOLLOWING METHODS OR A COMBINATION OF THESE METHODS: A. CHEMICAL TERMITIGIDE TREATMENT, AS PROVIDED IN SECTION R3 18.2. B. TERMITE BAITING SYSTEM INSTALLED ! MAINTAINED ACCORDING TO THE LABEL. G. PRESSURE -PRESERVATIVE -TREATED WOOD IN ACCORDANCE WITH THE PROVISIONS OF SECTION R3 11.1. D. NATURALLY DURABLE TERMITE -RESISTANT WOOD. E. PHYSICAL BARRIERS AS PROVIDED IN SECTION R3 18.3 d USED IN LOCATIONS AS SPECIFIED IN SECTION R316. 1. F. GOLD -FORMED STEEL FRAMING IN ACCORDANCE WITH SECTIONS R505.2.1 ! R605.2. I. 5.) CHEMICAL TERMITIGIDE TREATMENT SHALL INCLUDE 501L TREATMENT AND/OR FIELD APPLIED WOOD TREATMENT. THE CONCENTRATION, RATE OF APPLICATION d METHOD OF TREATMENT OF THE CHEMICAL TERMITIGIDE SHALL BE IN STRICT ACCORDANCE WITH THE TERMITIGIDE LABEL. 6.) APPROVED PHYSICAL BARRIERS, SUCH AS METAL OR PLASTIC 5HEETING OR COLLARS SPECIFICALLY DESIGNED FOR TERM/TEPREVENTION, SHALL BE INSTALLED IN A MANNER TO PREVENT TERMITES FROM ENTERING THE STRUCTURE. SHIELDS PLACED ON TOP OF AN EXTERIOR FOUNDATION WALL ARE PERMITTED TO BE USED ONLY IF IN COMBINATION WITH ANOTHER METHOD OF PROTECTION. PLUMBING NOTES: 1 J EACH PLUMBING FIXTURE t FITTING SHALL MEET REDUCED FLOW RATES 5PECIFIED IN TABLE 4.303.2. 2.) WHEN SINGLE SHOWER FIXTURES ARE SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS SHALL NOT EXCEED THE MAXIMUM FLOW RATES SPECIFIED IN THE 20 PERCENT REDUCTION COLUMN CONTAINED IN TABLE 4.303.2 OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT A TIME. EXCEPTION: THE MAXIMUM FLOW RATE FOR SHOWERHEAD5 WHEN USING THE CALCULATION METHOD SPECIFIED IN SECTION 4.303.1, ITEM 2,15 2.5 GPM 0 80 P51. 3J PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND 5HOWERHEADS) SHALL MEET THE STANDARDS REFERENCED IN TABLE 4.303.3. 4.) A 4' DRAIN 15 REQUIRED FOR BUILDINGS PROVIDING MORE THAN THREE WATER CLOSETS PER 2015 GPC TABLE 1-5 FOOTNOTE 4. A 8 2'-4- 23*- 1 O" 1 5'-10" 'i' -O' b'-3' b'-1 1" b'-2' 3'-1 11 3'-1 O" 4'-2 4'-2' 3'-1 O' 3'-1 1 " "i'-8' 8'-2' 1 L-16.0' INCL SD2 (1) b' -O" WINDOW 6050L5 6 60 5040FX 3840FX 3840FX 5540FX 5040FX 2"x8" DF#2 BALLOON FRAME AT 1 b" C/C rl 14�AT OPEN BELOW. L-7.0' INCL b (1) 4'-0" DPROVIDE 1 BEDROOM WINDOW WITH A MIN. " 1 wINDow NET CLEAR OPENING OF 5.1 SOFT. EXCEPTION: N GRADE FLOOR OPENING CAN HAVE A MIN. NET • X CLEAR OPENING OF 5.0 SOFT. O N O (1. SILL HEIGHT: MAX. 44" ABOVE FLOOR O Q lu j J Q L Q MIN. OPENING HEIGHT: 24'. Q 1Q J O 1 Q f N MIN. OPENING WIDTH: 20" Q w IL Q x tQ d INCL [ 1) W -O" et to In Jry « O . WINDOW q+a BEDROOM #2 (L V to 4.0' 6 3 3 y�J CARPET FLOOR m m b 5 R5 SEE ENVIRONMENTAL NOTES 1-9 6 12. OPEN BELOW TYP. ALL 6 4- L-18.0' PROVIDE 1 BEDROOM WINDOW WITH A MIN. SIDES DI 3.2 NET CLEAR OPENING OF 5.1 SOFT. EXCEPTION: ShIOWER VALVE NOTE: PROVIDE INDIVIDUAL CONTROL EXHAUST VVCT5: 2"X6" DF# 1 BALLOON �p • GRADE FLOOR OPENING CAN HAVE A MIN. NET "� TERMINATE Q 0 6.0 FRAME AT 8" G/C AT , CLEAR OPENING OF 5.0 SOFT. 1 THERMOSTATIC MIXING VALVES, OUTSIDE OF THE et I HATCHED WALL5, TYP., �t 51" HEIGHT: MAX. 44' ABOVE FLOOR Ul BUILDING W/ Q 111 PRESSURE BALANCE OR MIN. OPENING HEIGHT: 24'. BACK -DRAFT ((1 U.N.D. MIN. OPENING WIDTH: 20' COMBINATION VALVE TYPE. GPC DAMPERS. ■ 406.9 X TAPERED CHIMNEY CHASE . LL BEDROOM #5 2450 tp 1 O CARPET FLOOR BACKING TOILET 1 SEE ENVIRONMENTAL FOR TOWEL N NOTES 1-9 d 12. BAR o 44" U Q LUS w N rj O T.P. N o Try- 0 2880 GUARDS: l< pt 1 L-15.15' TYP. .D I 0' ,p BATH J x D o n 1) HEIGHT TO BE A MINIMUM OF 42 INCHES. hry �q SD2 INCL (1) b' -O" O D Z TILE TOILET � ►- ■ 2) A HANDRAIL AT 34 INCHES TO 38 INCHES ALONG STAIRS 15 (/ WINDOW 2 5'-9" ® FLOOR F 6 d _ n PERMITTED TO BE USED A5 A GUARD. fiJ�Q.ry SD2 L-16.5' INCL ROOM F m 3) A 4 3/8 INCH SPHERE LIMITATION 15 PERMITTED AT THE ki 4,5 4• O m (1) 5'-0" RANI_TE +56' N a ~ ry �» a to OPEN SIDES OF THE STAIRS. Q 6040L5 5.0' WINDOW 2880 T P 4 SPLASH < p a 2 0 2480 0a0aaa00 as a s a a a a as a a a a a a a a a a as as a a a a a a a a a a a a a a a a as Q PROVIDE 1 BEDROOM WINDOW WITH A CLOSET m w MIN. NET CLEAR OPENING OF 5.1 SOFT. w" w1u Q 5'- b'-2' CAITViALK to • w > o co EXCEPTION: GRADE FLOOR OPENING CAN O > -I CARPET FLOOR > -1 Q us€ �i u5€ ry N HAVE A MIN. NET CLEAR OPENING OF 5.0 i N n - CARPET FLOOR SOFT. "I' -b' 2'-2' 3'-10" N ry in �� r m J4 q SEE ENVIRONMENTAL i 51" HEIGHT: MAX. 44" ABOVE FLOOR ry• ry" Q� SD2 NOTES 1-9 t 1 2. r f MIN,_OPENING HEIGHT: 24. MIN.,OPENING WIDTH: 20" 28 $ aaaaaaaaoaoa aaaaaaaaooaa aaaaaoaaoaaaa 2880 Jq ,� BEDROOM #4 0 1 Q q'� 's 4• /. s -DN G ANITE_+36 ,o �. CARPET FLOOR d SD2 In 1 Q �U T P< SPLAS ® Q SEE ENVIRONMENTAL •' NCO L-1 O. I A \!/)4 PCO ST l(1 O NOTES 1-9 t 12. OPEN BELOW SHOWER_ VALVE_ NOTE: it PROVIDE INDIVIDUAL CONTROL (� 1 2"X6" DFS 1 BALLOON THERMOSTATIC MIXING VALVES, TAIR ELL 43 0 8,�4TH PRESSURE BALANCE OR L-1 3.0' INCL (1) ry = ry = FRAME AT 8" G/G AT b 21 F z TILE FLO R Q COMBINATION VALVE TYPE. CPG b' -O' WINDOW F I ' HATCHED WALL5, TYP., N, w w N 408.3 to s I I A E I U.N.O. ►_ I 3s Q 2880 2680 \F_x ' 6040L5 b 2.4' tL I I I I IK 5040FX 3040FX 5040FX T P IL CLOSET L-10.3'INCL _ ,,, CARPET FLOOR lu T ILET T_DUGTS: [ i) b' -o"4« 9��y4 -1WINDOW 1 ( Z O R M lu TERMINATE STOKAbE (ROOM I I ��Q`� SAFETY GLA55 4Qti� O L 4 O' TILE FL q� JO OUTSIDE OF THE a HOUSEHOLD STORAGE AREA 1 I II I N a6 TYP. AT ATTIC TYP. AT ATTIC b WALL5 WALLS D 50505H Z L-24.0' ep 1 BACK -DRAFT SD 1 DAMPERS. TYP. 2.5' 30 , / 6\ 3.0' I ry 4� �'� 2.3' 26405H A 14.0' 26405H 2 3 "S 1 L-8.5' INCL (1) SD2 5'-0" WINDOW STAIR 1) TH MINIMUM TREAD DEPTH EQUALS 10 INCHES. 2) TH MAXIMUM RISER HEIG 4T EQUALS 3/4 INCHES. 3) A INIMUM 1 O -INCH ININVI R TREAD D EPTH 15 MEASURED AT THE 12 -INCH WALK LINE. 4) A N SING NOT LESS THAt 0.15 INCH E 5UT NOT MORE THAN 1.2 5 INCHES SHALL BE P OVIDED Ot, 5TAIRWAY5 WITH SOLID RISERS WHERE THE TREAD DE TH IS LESS THAN 1 1 INC 4ES. 5) SPACES UNDER STAIRWA 5 ARE PER ITTED TO BE PROTECTED ON THE ENG 05ED SIDE WITH A 1/2 INCH GYPSUM BOARD. GUARD : 1) HEI HT TO BE A MINIMUMF 42 INCH . 2) A H NNDRAIL AT 34 INCHE 5 TO 38 INC WIES ALONG STAIRS 15 PERMITTED TO BE USED # kS A GUARD 5)A316 INCH SPHERE LIM TATION ISP RMITTED AT THE Of -IN N SIDES OF THE 5TAlf ItS. 4'-O' 4'-b" bb' -4" 12'-0* .�U Q�� ry� ry �4 AU�ry\ Q 2 L-13.5' INCL Q Y SD2 (2) 2'-b" SD2 WINDOWS kN RAILS; SEGMENT LENGTH 1) k CONTINUO JS RUN OF TREAl >5 OR FLIGHT OF TAIRS WITH BEARING WALLS EWER THAt I FOUR RISERS DOES NOT REQUIRE HANDRAIL5. 2) ANDRAILS NRE PERMITTED N ONLY ONE SID = . 3) ANDRAILS NITH A CIRCULAR CROSS-SECTION SHALL HAVE Ul N OUTSIDE DIAMETER OF All LEAST 1.25 INCH 5 AND NOT lu REATER T1 IAN 2 INCHES, OR SHALL PROVIDE EQUIVALENT RASPABILI Y. 4) F A HANDRAIL IS NOT CIRGUL AR, IT SHALL HAV A 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT PERIMETER IMENSION OF Al LEAST 4 INCHES NNP NOT SHEETS 5D 1 -SD5 FOR ADDITIONAL INFORMATION. TO THE ENGINEER OF RECORD. REATER T AN 6.25 INCHES NITH A MAXIMUM RO55- NO E A EGTION DI EN510N OF 2.25 NCHES. 5) IN VERTICAL 2 -INCH BY 6 INC HANDRAIL IS NO SCALE: 1/4"- 1'-O" FLOOR_PLAN NOTES: 1.) THIS PLAN SHALL COMPLY WITH THE REQUIREMENTS OF THE 2013 ORO SECTION R321 FOR THE WILDLAND-URBAN INTERFACE. 2.) AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE REQUIRED AS PER SECTION R3 15.5 OR NFPA 13D. DESIGN BY OTHERS. 3.) SUBMIT FINAL CONSTRUCTION WASTE MANAGEMENT REPORT TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. 4.) PLATE HEIGHT TO BE q' UNLE55 NOTED OTHERWISE. 5.) TYPICAL WALL FRAMING, UNLESS NOTED OTHERWISE: EXTERIOR 1INALL5: 2"W OF STUDS o 16" G/G INTERIOR WALLS: 2"X4' DF STUDS o 16' C/C )II1 .4 MAX RAMIREZ - &OLDEN SUN DESIGN - ENERGY GALLS 22 1 89 SAMSON AVENUE, CORNING, CALIFORNIA -16021 Z PHONE: (530) 32 1-1242 CELL 1 � EMAIL ADDRE55: Maxer adMama.com SIM. 1 TYP. ON 1 - INDIVIDUAL < ry 0 SHEAR WALL SEGMENT LENGTH � - INTERIOR 0 1 BEARING WALLS ARCH D (24" X 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: mff H (580) 891-0585 1 9 YGAMORE VALLEY ROAD C.HICO. CALIFORNIA 95918 LYNNSMITHS 20ATT.NET ENERGY CALLS BY: ' GOLDEN SUN -0O DESIGNS .A 1 `` MAX RAMIREZ 4�p�ESSiO,y9 K.. ":�No. 75688'' 016 JT�T C/V1\_ �y�P t SOF 6A0F 8/9/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH L < ry 0 O � 0 1 V �J� 0 z 1 ILI}� e.11 `� w j) Ul 'NIS lu ••- Ul VL LJ.1 0 tu } j 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT �z SHEETS 5D 1 -SD5 FOR ADDITIONAL INFORMATION. TO THE ENGINEER OF RECORD. Q W NO E A 5 w TREATED WITH TREATMENT PROCESS AND IJP DATE: BALLOON FRAME WALLS: APPLICATION APPROPRIATE FOR EXPOSURE lu LL O E W^ '`llv, SCALE: 2X6 DF STUD AT 1 6" O.G. COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE, z< INTERIOR WALLS: TABLE 2304.9.1, UNLESS NOTED OTHERWISE. SHOWN < O I v In W 00 1L J Ow vz tLi lu 1n LIVEABLE: 2140 SgFt 15T FLR 1050 5 Ft 2ND Fl R A J 3 I 3 1 q0 SgFt TOTAL PERMIT # 8 1�y L d BUTTE COUNTY DEVELOPMENT SERVICES GARAGE: REVIEWED FOR CODE COMPLIANCE 582 SgFt 3'-b" �'-$' 2'-10• 3'-b" 4'-10' S•_b" �/Z� /I b DATE BY COVERED ----------------- PATIO: 100 5gFt FRONT FLOOR PLAIN STRUCTURAL NOTES: 4.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND 1025 SgFt REAR 1 151 Sq.Ft TOTAL 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT SHEETS 5D 1 -SD5 FOR ADDITIONAL INFORMATION. TO THE ENGINEER OF RECORD. 294 SgFt ATTIC, 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE STORAGE TREATED WITH TREATMENT PROCESS AND DATE: BALLOON FRAME WALLS: APPLICATION APPROPRIATE FOR EXPOSURE 2X6 DFS 1 AT 8" O.G. ACCORDING TO MFR'S WRITTEN GUIDELINES. 8/9/20 1 6 EXTERIOR WALL: 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN SCALE: 2X6 DF STUD AT 1 6" O.G. COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE, INTERIOR WALLS: TABLE 2304.9.1, UNLESS NOTED OTHERWISE. SHOWN 2X(b DF STUD AT 1 b" O.G. 0 3.) SEE DETAIL -1/5D 1 FOR TYPICAL STUD WALL ELEVATIONVAI AND TYPICAL WALL OPENING SCHEDULE. "��,�J SUMMIT STRUCTURAL DESIGN - STRUCTURAL EI 383 RIO LINDO AVENUE #200, CHICO, GA 95926 (530) 592-4401 WORK EMAIL ADDRESS: Rylando5ummltChico.com G:\Users\Lynn\Documents\Ghief X1 Plans\Cooper Residence\Cooper Resldence)ayout OWNER: DUSTIN d CHRISTINE COOPER (530) 588-2880 CELL EMAIL ADDRE55: dcooperominasianlaw.com REVIEWED 8TORY FOR CODE COMPLIANCE SHEET AUG 196 2010 TRS AND ASSOCIATEZ O COPYRIGHT 2015 `t LYNN SMITH - DRAFTING I�>TH1 99 SYCAMORE VALLEY ROAD, 11 1CHICO,GA95913 �:=%t•+-0(530) 841-0585 WORK µ;''" a'„°" (530) 514-0585 CELL L "e n< e�oATr.�er EMAIL ADDRESS: LynnSmith32oATTnet ROOF 4 CEILING FRAMING: 1 J ATTIC VENTILATION: ATTICS d ENCLOSED RAFTER SPACES SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE. A MINIMUM OF 1" OF AIRSPACE IS REQUIRED BETWEEN THE INSULATION t THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/ 150 OF THE AREA OF THE SPACE VENTILATED, WITH HALF OF THE VENTING LOCATED IN THE UPPER PORTION OF THE SPACE I THE BALANCE PROVIDED BY SOFFIT VENTS. R806 2.) THE MINIMUM NET FREE VENTILATING AREA MAY BE REDUCED TO 1/500 OF THE AREA WHEN AT LEAST 40% t NOT MORE THAN 50% OF THE REQUIRED VENTILATORS ARE LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. R806.2 3.) ATTIC ACCESS: AN OPENING NOT LESS THAN 20' BY 30" SHALL BE PROVIDED TO ANY ATTIC HAVING A CLEAR HEIGHT OF OVER 30". A 30" MINIMUM CLEAR HEADROOM IN THE ATTIC SHALL BE PROVIDED AT OR ABOVE THE ACCESS OPENING. 8801.1 SAFETY_ GLAZIN(5: HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING INCLUDE THE FOLLOWIN(5: 1.) GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, IN FIXED t OPERABLE PANELS OF SLIDING DOOR d BIFOLD ASSEMBLIES, d GLAZING IN STORM DOORS. 2.) GLAZING IN DOORS / ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS d SHOWERS, t GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN (20" ABOVE A STANDING SURFACE. 3J GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING 15 WITHIN A 24' ARG OF EITHER A VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION d WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60" ABOVE THE WALKING SURFACE. THIS PROVISION DOES NOT APPLY WHEN THERE 15 AN INTERVENING WALL BETWEEN THE DOOR I GLAZING, WHERE ACCESS THROUGH THE DOOR IS A CLOSET VOR LESS IN DEPTH, OR TO GLAZING IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION, OTHER THAN THE WALL TOWARDS WHICH THE DOOR 5WING5. 4.) GLAZING WHERE THE INDIVIDUAL PANE IS GREATER THAN 9 SOFT, HAS A BOTTOM EDGE LESS THAN 1 8" ABOVE THE FLOOR d A TOP EDGE GREATER THAN 36' ABOVE THE FLOOR, d IS ADJACENT TO A WALKING SURFACE. 5.) GLAZING ADJACENT TO STAIRWAYS, LANDINGS d RAMPS WITHIN 36" HORIZONTALLY OF A WALKING SURFACE, WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 6.) GLAZING ADJACENT TO STAIRWAYS WITHIN 60' HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION, WHEN THE EXPOSED SURFACE OF THE GLASS 15 LESS THAN b0" ABOVE THE NOSE OF THE TREAD. SITE ADDRESS: BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE I VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES WITH A MINIMUM STROKE WIDTH OF 1/2 INCH. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD I THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. R3 1 9.1. OREEN_FLANNING d DESIGN: DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION d RETAIN SOIL RUNOFF ON THE 51TE 4.106.1: A. RETENTION BA51NS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM WATER ON THE SITE. B. WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR 51MILAR 015POSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE ENFORCING AGENCY. C. COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. METHODS TO MANAGE SURFACE WATER INCLUDE: SWALES, WATER COLLECTION / DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS t OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS d AID IN GROUNDWATER RECHARGE. 4.106.3 WATER_EFFICIENOY 8 CONSERVATION: INDOOR WATER CONSERVING PLUMBING FIXTURES l FITTINGS, SHALL COMPLY WITH THE FOLLOWING 4.303.1: A. WATER CLOSETS: 1.28 GALLONS PER FLUSH. NOTE: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS 15 THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES d ONE FULL FLUSH. 4.303.1.1 S. URINALS: NOT TO EXCEED 0.5 GALLONS PER FLUSH. 4.303.1.2 C. SINGLE SHOWERHEAD: MAXIMUM FLOW RATE OF 2.0 GALLONS PER MINUTE AT 80 PSI. 4.303.1.5 D. MULTIPLE SHOWERHEADS SERVING ONE 5HOWER: THE COMBINED FLOW RATE OF ALL 51HOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, OR THE 5HOWER SHALL BE DESIGNED TO ALLOW ONLY ONE 5HOWER OUTLET TO BE IN OPERATION AT A TIME. NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD. E. RESIDENTIAL LAVATORY FAUCETS: THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.2 GALLONS PER MINUTE AT 60 PSI. THE MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LESS THAN 0.8 GALLONS PER MINUTE AT 20 PSI. 4.303.1.4.1 F. KITCHEN FAUCETS: THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, I MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. NOTE: WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION. 4.505.1.4.4 OUTDOOR IRRIGATION CONTROLLERS 4.304.1: AUTOMATIC IRRIGATION SYSTEM CONTROLLERS FOR LANDSCAPING PROVIDED BY THE BUILDER / INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWIN(5: A. CONTROLLERS SHALL BE WEATHER- OR SOIL MOISTURE -BASED CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' NEEDS AS WEATHER CONDITIONS CHANGE. B. WEATHER -BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OR WIRELE5S RAIN SEN50R WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLLER(S). SOIL MOISTURE -BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. MATERIAL CONSERVATION d RESOURCE EFFICIENCY: 1.) RODENT PROOFING: ANNULAR SPACES AROUND PIPES, ELECTRIC, CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. 4.406.1 2.) CONSTRUCTION WASTE MANAGEMENT: RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 50 PERCENT OF THE NON -HAZARDOUS CONSTRUCTION / DEMOLITION WASTE IN ACCORDANCE WITH EITHER SECTION 4.408.2, 4.408.3 OR 4.408.4, OR MEET A MORE STRINGENT LOCAL CONSTRUCTION I DEMOLITION WASTE MANAGEMENT ORDINANCE. 4.408.1 EXCEPTION5: A. EXCAVATED 501L I LAND-CLEARIN(5 DEBRIS. B. ALTERNATE WA5TE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL AGENCIES IF DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH THIS ITEM DO NOT EXIST OR ARE NOT LOCATED REASONABLY CLO5E TO THE JOB5ITE. C. THE ENFORCING AGENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF THIS SECTION WHEN ISOLATED JOB SITES ARE LOCATED IN AREAS BEYOND THE HAUL BOUNDARIES OF THE DIVERSION FACILITY. 3.) GON5TRUCTION WASTE MANAGEMENTPLAN: SUBMIT A CONSTRUCTION WA5TE MANAGEMENT PLAN IN CONFORMANCE WITH ITEMS A THROUGH E. THE CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY I SHALL BE AVAILABLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. 4.408.2 A. IDENTIFY THE CONSTRUCTION I DEMOLITION WASTE MATERIALS TO BE DIVERTED FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE. B. SPECIFY IF CONSTRUCTION I DEMOLITION WASTE MATERIALS WILL BE SORTED ON-51TE (50URCE SEPARATED) OR BULK MIXED (SINGLE STREAM). C. IDENTIFY DIVERSION FACILITIES WHERE THE CONSTRUCTION I DEMOLITION WASTE MATERIAL WILL BE TAKEN. D. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF CONSTRUCTION I DEMOLITION WASTE GENERATED. E. SPECIFY THAT THE AMOUNT OF CONSTRUCTION / DEMOLITION WASTE MATERIALS DIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH. 4.) WASTE MANAGEMENT COMPANY: UTILIZE A WASTE MANAGEMENT COMPANY, APPROVED BY THE ENFORCING AGENCY, WHICH CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION I DEMOLITION WASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH SECTION 4.408.1. NOTE: THE OWNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION I DEMOLITION WASTE MATERIALS WILL BE DIVERTED BY A WA5TE MANAGEMENT COMPANY. 5.) WASTE STREAM REDUCTION ALTERNATIVE: PROJECTS THAT GENERATE A TOTAL COMBINED WEIGHT OF CONSTRUCTION I DEMOLITION WASTE DISPOSED OF IN LANDFILLS, W HIGH DO NOT EXCEED FOUR (4) LBS✓50. FT. OF THE BUILDING AREA SHALL MEET THE MINIMUM 50 PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 4.408.1. 6.) DOCUMENTATION: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY WHICH DEMONSTRATES COMPLIANCE WITH SECTION 4.408.2, ITEMS 1 THROUGH 5, SECTION 4.408.3 OR SECTION 4.408.4. A. SAMPLE FORMS FOUND IN'A GUIDE TO THE CALIFORNIA GREEN BUILDING STANDARDS CODE (RE5IDENTIALT LOCATED AT W W W.HCD.CA.GOV/ CALGREENATML MAY BE USED TO ASSIST IN DOCUMENTING COMPLIANCE WITH THIS SECTION. B. MIXED CONSTRUCTION I DEMOLITION DEBRIS (CID) PROCESSORS CAN BE LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCES RECYCLING I RECOVERY (CALRECYCLE). -IJ OPERATION 3 MAINTENANCE MANUAL: AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, WEB -BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE BUILDING: 1. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. 2. OPERATION I MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: A. EQUIPMENT i APPLIANCES, INCLUDING WATER -SAVING DEVICES / SYSTEMS, HVAC SYSTEMS, WATER -HEATING SYSTEMS I OTHER MAJOR APPLIANCES I EQUIPMENT. B. ROOF I YARD DRAINAGE, INCLUDING GUTTERS I DOWNSPOUTS. C. SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS I AIR FILTERS. D. LANDSCAPE IRRIGATION SYSTEMS. E. WATER REUSE SYSTEMS. S. INFORMATION FROM LOCAL UTILITY, WATER I WASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS I LOCATIONS. 4. PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. 5. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30-60 PERCENT I WHAT METHOD5 AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. 6. INFORMATION ABOUT WATER -CONSERVING LANDSCAPE I IRRIGATION DESIGN I CONTROLLERS WHICH CONSERVE WATER. 'I. INSTRUCTIONS FOR MAINTAINING GUTTERS I DOWNSPOUTS I THE IMPORTANCE OF DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. 8. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. 4. INFORMATION ABOUT STATE SOLAR ENERGY I INCENTIVE PROGRAMS AVAILABLE. 10. A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS CODE. 15'-0* GRADING_AT FOUNDATION: THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL SLOPE AWAY FROM THE BUILDING AT A SLOPE OF NOT LE55 THAN 6 INCHES WITHIN THE FIRST 10 FEET (53'0 SLOPE). 1 5'-4" 6 8'-4" 20'-6" FOUNDATION PLAN STRUCTURAL NOTES: 7 i 2" SAND (DELETE AT EXTERIOR SLABS) -SEE I I I p, milkli PROVIDE POS. ATTACHMENT FOR ALL BEAM TO POST, 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL it it I � � ® ®mill, 6 8'-4" 20'-6" FOUNDATION PLAN STRUCTURAL NOTES: B- 2" SAND (DELETE AT EXTERIOR SLABS) -SEE 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: 'I.) PROVIDE POS. ATTACHMENT FOR ALL BEAM TO POST, 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL 50ILS REPORT IF APPLICABLE. BEAM TO BEAM, POST TO BEAM, AND POST TO POST SHEETS SD 1-5D5 FOR ADDITIONAL INFORMATION. G- WATERPROOF MEMBRANE (DELETE AT EXTERIOR BALLOON FRAME WALL5: CONN'5 WITH (2) ST22 STRAPS MIN. AND A55 CLIPS 2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER SLABS) -SEE 501L5 REPORT IF APPLICABLE. 2X6 DF# 1 AT 8" O.G. U.N.O. PER PLAN AND DETAILS. SHEAR WALL SCHEDULE AND TYPICAL DETAILS. D- 4" FREE DRAINING MATERIAL-5EE 50ILS REPORT EXTERIOR WALL: 5.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND 3.) RECOMMENDED MINIMUM SLAB SECTION: IF APPLICABLE. 2X6 DF STUD AT 16" O.G. FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT O E- PROPERLY PREPARED SUBGRADE-SEE SOILS INTERIOR WALL5: TO THE ENGINEER OF RECORD. NOTE: PRIOR TO CONSTRUCTION, COORDINATE WITH REPORT IF APPLICABLE. 2X6 DF STUD AT 1 6" O.G. q.) VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, WALL FINISHED CONCRETE FLOOR AND RADIANT HEAT REQUIREMENTS F- CONTRACTOR TO PROVIDE CONTROL JOINTS AT lL SIZES AND LOCATIONS, AND FLOOR ELEVATIONS WITH (BOTH BY OTHERS) AND CONTACT SUMMIT STRUCTURAL DESIGN 10'-0" O.G. EA. WAY MAX. 5.) SEE DETAIL -1/51P 1 FOR TYPICAL STUD WALL ARCHITECT. WITH ANY DISCREPANCIES. ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 10.) ALL EXP05ED FRAMING SHALL BE PRESSURE 6.) PLUMBING, SPRINKLER, AND MECHANICAL TREATED WITH TREATMENT PROCESS AND APPLICATION A- 4" CONCRETE SLAB WITH #4 AT 1 8" O.G. E.W. SUBCONTRACTORS SHALL COORDINATE ALL WALL APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S SECURELY LOCATED AT MID -DEPTH OF SLAB. PENETRATIONS WITH FRAMING SUBCONTRACTOR. WRITTEN GUIDELINES. )I,, 1 t MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALLS .' 22 1 Sq SAMSON AVENUE, CORNING, CALIFORNIA 46021 PHONE: (530) 321-1242 CELL T; EMAIL ADDRESS: MaxecadMama.com �umml I :� I mvC I VM^L - � I RVt I um^P GI 383 RIO LINDO AVENUE *200,0HIC0, GA 95926 (530) 592-440-1 WORK EMAIL ADDRESS: Ryland®Summitchico.com PERMIT# �;k6^ ts3LI BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COTPLIANCE DATE D Z , y By 7je SCALE: 1/4" - 1'-O" 1 1.) PROVIDE METAL HANGERS PER 12/501 AS REQUIRED, UNLESS NOTED OTHERWISE. 12.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE, TABLE 2504.q.1. UNLESS NOTED OTHERWISE. REVIEWED FOR CODE COMPLIANCE C:\Users\Lynn\Documents\Chief X1 Plans\Cooper Residence\Cooper Residence)ayout OWNER: DUSTIN I CHRISTINE COOPER (530) 588-2880 CELL EMAIL ADDRE55: dcoopereminasianlaw.com A G 1 ) 2016 TRE AMC ASSOCIATE - ARCH D (24"X 367 WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. ORAPTM6 BY: (580) 6411-0585 1 g YGAMORE VALLOY ROAD CHIGO, CALIFORNIA g 5 g T 3 LYNNSMITH320ATT.NET ENERGY CALC5 BY: `_ I ii GOLDEN SUN r O DESIGNS ',MAX , `` RAMIREZ W -M Jo. 75688`" * ti_yF �r 8/9/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH LIVEABLE: 2 140 SgFt 1 ST FLR 1050 SgFt 2ND FLR 5 1 qO SgFt TOTAL ,RRAC7E: 582 Sq.Ft COVERED PATIO: 100 5gFt FRONT 1025 SgFt REAR 1 15 1 5gFt TOTAL 2 q 4 SgFt ATTIC 5TORAGE DATE: 5/q/201 6 SCALE: SHOWN *Tvgnn 0 Lia 0 ll OR U SHEET vs O COPYRIGHT 2015 L T IYIV SMI I A- ✓R/":r I If4V IT'Mt 1 q SYCAMORE VALLEY ROAD, MITHCHICO,CAg5q"15 ro=oeae (530) 8q 1-0585 WORK "''"''", (530) 514-0585 CELL Lr«ee.rm oQOG'r7."e* EMAIL ADDRESS: LynnSmith32®ATTnet Ill w ' Vl X1 U) < ° lu M Lu ` SW O Q to WE K to vi Lu V lu GL lL u- (� O13 N X w '`4,11 r .nV1 LIVEABLE: 2 140 SgFt 1 ST FLR 1050 SgFt 2ND FLR 5 1 qO SgFt TOTAL ,RRAC7E: 582 Sq.Ft COVERED PATIO: 100 5gFt FRONT 1025 SgFt REAR 1 15 1 5gFt TOTAL 2 q 4 SgFt ATTIC 5TORAGE DATE: 5/q/201 6 SCALE: SHOWN *Tvgnn 0 Lia 0 ll OR U SHEET vs O COPYRIGHT 2015 L T IYIV SMI I A- ✓R/":r I If4V IT'Mt 1 q SYCAMORE VALLEY ROAD, MITHCHICO,CAg5q"15 ro=oeae (530) 8q 1-0585 WORK "''"''", (530) 514-0585 CELL Lr«ee.rm oQOG'r7."e* EMAIL ADDRESS: LynnSmith32®ATTnet ENVIRONMENTAL QUALITY:_ SECTION 4.501: MEANS OF REDUCING THE QUANTITY OF AIR CONTAMINANTS THAT ARE ODOROUS, IRRITATING AND/OR HARMFUL TO THE COMFORT / WELL BEING OF A BUILDING'S INSTALLERS, OCCUPANTS d NEIGHBORS. 1 J FIREPLACES: 4.505.1 ANY INSTALLED OAS FIREPLACE SHALL BE A DIRECT -VENT SEALED -COMBUSTION TYPE. ANY INSTALLED WOODSTOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA PHASE II EMISSION LIMITS WHERE APPLICABLE. WOODSTOVES, PELLET STOVES t FIREPLACES SHALL ALSO COMPLY WITH APPLICABLE LOCAL ORDINANCES. 2.) POLLUTANT CONTROL: 4.504.1 COVERING OF DUCT OPENINGS I PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE I UNTIL FINAL STARTUP OF THE HEATING, COOLING t VENTILATING EQUIPMENT, ALL DUCT / OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST d DEBRIS, WHICH MAY ENTER THE SYSTEM. 3.) FINISH MATERIAL POLLUTANT CONTROL: 4.504.2 FINISH MATERIALS SHALL COMPLY WITH THIS SECTION. 4.504.2.1 ADHESIVES, SEALANTS I CAULKS. ADHESIVES, SEALANTS I CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS UNLESS MORE STRINGENT LOCAL OR REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT RULES APPLY: A. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, E CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR SGAQMD RULE 1 165 VOC LIMITS, AS SHOWN IN TABLE 4.504.1 OR 4.504.2, AS APPLICABLE. SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1 165 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERGHLOROETHYLENE t TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS, AS SPECIFIED IN SUBSECTION 2 BELOW. B. AEROSOL ADHESIVES, d SMALLER UNIT SIZES OF ADHESIVES, t SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN 1 POUND d DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY W1TH STATEWIDE VOC STANDARDS d OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS. TITLE 11, COMMENCING WITH SECTION 94507. 4.) PAINTS 8 COATINGS: 4.504.2.2 ARCHITECTURAL PAINTS d COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL SUGGESTED CONTROL MEASURE, A5 SHOWN IN TABLE 4.504.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 4.504.3 SHALL BE DETERMINED BY CLA551FYING THE COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH &LOSS COATING, BASED ON ITS &LOSS, AS DEFINED IN SUBSECTIONS 4.2 1, 4.36, d 4.3'1 OF THE 200'1 CALIFORNIA AIR RESOURCES BOARD, SUGGESTED CONTROL MEASURE, t THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH GLOSS VOC LIMIT IN TABLE 4.504.3 SHALL APPLY. 5.) AER050L PAINTS d COATINGS: 4.504.2.3 AER050L PAINTS I COATINGS SHALL MEET THE PRODUCT - WEIGHTED MIR LIMITS FOR ROC, IN SECTION 94522(A)(3) d OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS / OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522(C)(2) d (D)(2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 11, COMMENCING WITH SECTION 94520; d IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8, RULE 49. 0 VERIFICATION: 4.504.2.4 VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT 15 NOT LIMITED TO, THE FOLLO W IN&: A. MANUFACTURER'S PRODUCT SPECIFICATION. B. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS. 1.) CARPET SYSTEMS: 4.504.5 ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING I PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: A. CARPET I RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM. B. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING I EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS; VERSION 1. 1, FEBRUARY 201 O (AKA SPECIFICATION O 1350.) G. NSF/ANSI 1 40 AT THE GOLD LEVEL. D. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGETM GOLD. 8.) CARPET CUSHION: 4.504.3.1 ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET / RUG INSTITUTE'S GREEN LABEL PROGRAM. 9.) CARPET ADHESIVE: 4.504.3.2 ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1. 10.) RESILIENT FLOORING SYSTEMS: 4.504.4 WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: A. VOC EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (GHPS) HIGH PERFORMANCE PRODUCTS DATABASE. B. PRODUCTS COMPLIANT WITH GHP5 CRITERIA CERTIFIED UNDER THE GREEN6UARD CHILDREN I SCHOOLS PROGRAM. G. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFGI) FLOOR SCORE PROGRAM. D. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH,'STANDARD METHOD FOR THE TESTING I EVALUATION OF VOLATILE ORGANIC. CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS," VERSION 1. 1, FEBRUARY 2010 (AKA SPECIFICATION O 15 50). 1 1.) COMPOSITE WOOD PRODUCTS. 4.504.5 HARDWOOD PLYWOOD, PARTICLEBOARD / MEDIUM DEN5ITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (1 1 CCR 9 5120 ET 5E0.), BY OR BEFORE THE DATES SPECIFIED IN TH05E SECTIONS, AS SHOWN IN TABLE 4.504.5. 12.) DOCUMENTATION: 4.504.5.1 VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED A5 REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOWING: A. PRODUCT CERTIFICATIONS I SPECIFICATIONS. B. CHAIN OF CUSTODY CERTIFICATIONS. G. PRODUCT LABELED I INVOICED AS MEETING THE COMPOSITE WOOD PRODUCTS REGULATION (SEE CCR, TITLE 1 1, SECTION 93 120, ET SEW. D. EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE P5-1 OR PS -2 STANDARDS OF THE ENGINEERED WOOD ASSOCIATION, THE AUSTRALIAN ASINZS 2269 OR EUROPEAN 636 55 STANDARDS. E. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY. SECTION 4.505:._ INTERIOR MOISTURE CONTROL - 1 3J CONCRETE SLAB FOUNDATIONS: 4.505.2 CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA BUILDING CODE, CHAPTER 1 9 OR CONCRETE SLAB -ON -GROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE, CHAPTER 5, SHALL ALSO COMPLY WITH THIS SECTION. 14.) CAPILLARY BREAK: 4.505.2.1 A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING: A. A 4 -INCH -THICK (1 O 1.6 RNRN) BASE OF L/ZINCH (12.7 MM) OR LARGER GLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE t A CONCRETE MIX DESIGN, WHICH WILL APPRE55 BLEEDING, SHRINKAGE, I CURLING, SHALL BE USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, AGI 302.2R-06. B. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. G. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL 15.) MOISTURE CONTENT OF BUILDING MATERIALS: 4.505.3 BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL I FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 1 9 -PERCENT MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE WITH THE FOLLOWING: A. 1. MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE -TYPE OR CONTACT -TYPE MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED BY THE ENFORCING AGENCY I SHALL SATISFY REQUIREMENTS FOUND IN SECTION 10 1.8 OF THIS CODE. B. MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET (6 10 MM) TO 4 FEET (1 2 1 9 MM) FROM THE GRADE STAMPED END OF EACH PIECE TO BE VERIFIED. G. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL I FLOOR FRAMING WITH DOCUMENTATION ACCEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE WALL I FLOOR FRAMING. D. INSULATION PRODUCTS WHICH ARE V15IBLY WET OR HAVE A HI6H MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. WET - APPLIED INSULATION PRODUCTS SMALL FOLLOW THE MANUFACTURERS' DRYING RECOMMENDATIONS PRIOR TO ENCLOSURE. SECTION 4.506: _ INDOOR AIR QUALITY, EXHAU5T.. 16.) BATHROOM EXHAUST FANS. 4.506.1 EACH BATHROOM SHALL BE MECHANICALLY VENTILATED I SHALL COMPLY WITH THE FOLLOWING: A. FANS SHALL BE ENERGY STAR COMPLIANT I BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL. B. A. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF LESS THAN OR EQUAL TO 50 PERCENT TO A MAXIMUM OF 80 PERCENT. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. G. B. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN 115 NOT REQUIRED TO BE INTEGRAL (I.E., BUILT-IN). D. NOTES: FOR THE PURPOSES OF THIS SECTION, A BATHROOM 15 A ROOM WHICH CONTAINS A BATHTUB, 5HOWER, OR TUB/SHOWER COMBINATION. LIGHTING INTEGRAL TO BATHROOM EXHAUST FANS SHALL COMPLY WITH THE CALIFORNIA ENERGY CODE. SECTION 4.50'7: -ENVIRONMENTAL COMFORT_ 1 1.) HEATING I AIR-CONDITIONING SYSTEM DESIGN: 4.501.2 HEATING / AIR-CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED / HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: A. THE HEAT LOSS / HEAT GAIN 15 ESTABLISHED ACCORDING TO ANSI/ALGA 2 MANUAL J-2004 (RESIDENTIAL LOAD CALCULATION), A5HRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN 5OFTWARE OR METHODS. B. DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ALGA 1 MANUAL D-2009 (RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN 50FTWARE OR METHODS. G. SELECT HEATING I COOLING EQUIPMENT ACCORDING TO AN51/ALGA 3 MANUAL 5-2004 (RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. EXCEPTION: USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THE SYSTEMS FUNCTION ARE ACCEPTABLE. IN5T_ALLER d SPECIAL INSPECTORS:_ INSTALLER TRAINING: 102.1 HVAC SYSTEM IN5TALLERS SHALL BE TRAINED I CERTIFIED IN THE PROPER INSTALLATION OF HVAC, SYSTEMS INCLUDING DUCTS I EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFORM HVAC INSTALLATIONS WHEN UNDER THE DIRECT SUPERVISION I RESPONSIBILITY OF A PERSON TRAINED I CERTIFIED TO INSTALL HVAC SYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAC SYSTEMS. EXAMPLES OF ACCEPTABLE HVAC TRAINING / CERTIFICATION PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: 1. STATE CERTIFIED APPRENTICESHIP PROGRAMS. 2. PUBLIC UTILITY TRAINING PROGRAMS. 3. TRAINING PROGRAMS SPONSORED BY TRADE, LABOR OR 5TATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATIONS. 4. PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS. 5. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY. SPECIAL INSPECTION: 102.2 WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION TO OTHER CERTIFICATIONS OR QUALIFICATIONS ACCEPTABLE TO THE ENFORCING AGENCY, THE FOLLOWING CERTIFICATIONS OR EDUCATION MAY BE CONSIDERED BY THE ENFORCING AGENCY WHEN EVALUATING THE QUALIFICATIONS OF A SPECIAL INSPECTOR: 1. CERTIFICATION BY A NATIONAL OR REGIONAL GREEN BUILDING PROGRAM OR STANDARD PUBLISHER. 2. CERTIFICATION BY A 5TATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATION, SUCH AS HERS RATERS, BUILDING PERFORMANCE CONTRACTORS, I HOME ENERGY AUDITORS. S. SUCCESSFUL COMPLETION OF A THIRD PARTY APPRENTICE TRAINING PROGRAM IN THE APPROPRIATE TRADE. 4. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY. NOTES: 1. SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS CODE. 2. HERS RATERS ARE SPECIAL INSPECTORS CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION (CEG) TO RATE HOMES IN CALIFORNIA ACCORDING TO THE HOME ENERGY RATING SYSTEM (HERS). WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION, THE SPECIAL INSPECTOR SHALL HAVE A CERTIFICATION FROM A RECOGNIZED STATE, NATIONAL OR INTERNATIONAL ASSOCIATION, AS DETERMINED BY THE LOCAL AGENCY. THE AREA OF CERTIFICATION SHALL BE CLOSELY RELATED TO THE PRIMARY JOB FUNCTION, A5 DETERMINED BY THE LOCAL AGENCY. NOTE: SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS CODE. DOCUMENTATION: 103.1 DOCUMENTATION USED TO SHOW COMPLIANCE WITH THIS CODE SHALL INCLUDE BUT 15 NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY WHICH DEMONSTRATE SUBSTANTIAL CONFORMANCE. WHEN SPECIFIC DOCUMENTATION OR SPECIAL INSPECTION 15 NECESSARY TO VERIFY COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SPECIFIED IN THE APPROPRIATE SECTION OR IDENTIFIED IN THE APPLICATION CHECKLIST. A RESIDENTIAL MANDATORY MEASURES CHECKLIST MAY BE OBTAINED FROM YOUR LOCAL BUILDING DEPARTMENT. STUB TYP. BOTTOM CHORD OF GIRDER TRUSS 6"xb" b"x b" P05T 6"x b' 6"x 6" b"X V, POST POST P05T P05T I I I 3 1/2"x 1 1 7/8" FLUSH LVL 6"x 1 2" DF# 1 ,, vugr, I I I I 6"x1 2` DF#2 HEADER 4"xb" TYP. AT NON- BEARING WALL5 BELOW BOTTOM CHORD OF GIRDER TRU55 DBS.' I lu Dg klkG �, rJ L T RI MMR �.b Ory A V� CO M5TA24 5TRAP BEAM TO BEAM 5 SD4 TYP. b"x8" W/ PZG b"x8" W/ PZG AT HDR. AT HDR. 7 1/4"x 1 1 1/4"LVL 3 112'X 1 1 7/8" LVL 1 5/4"x 1 1'7/8" LVL 4"x b" BLOCK DIAPHRAGM PER NOTE 4 AT HATCHED AREA. mm!m�'w%mmmmw ago. 1 jl j 12 1 ` - -- - HEAVER LVL `M5TA50 - - O- c O- - `► \\ MSTA36 STRAP PER 1 O/SD5 TYP. AT ATTIC WALL5 9 SD4 2`x 1 2" F#2 IAT 1 lb"CIV- IN/ US JANGR T014 ND 4"X 1'2" DF#2 W/ HU ,HANGER AT EACH END L �- �L- BOTTOM CHORD BOTTOM CHORD _ , OF GIRDER TRUSS_ FOF GIRDER TRUSS i TYP. 3 1/2"x 1 1 -1/8" LVL TYP. \\\\THU HANGER 3 1/2"x 1 1 '7/8" LVLL 05.1.6 STRAP X 1 &'LENGTH /FACE OF BEAM TO SOLID 4"X BLOCKING IN WALL. EDGE NAIL SHEATHING AT BLOCKING. TYP. TYP. O 5 4 1 SO 5 SO4 4"x 6" 4"x b" T7- 1 5/4"x\5 114"X 1 1 -1/8" LVL 1 1 7/8" LVL 5 5D4 M5TA36 STRAP PER 10/503 ° \6"x6"I HU HANGER/ 1 MSTA24 ° HU5 HANGER P05T STRAP ° I W/ PGZ BEAM TO 3 1/2"x 1 1 '1/8" LVL a BEAM ° 3 1 /2" -" x 1 1 1/8LVL ° 1 5/4"x 1 1 '7/8" LVL ° MST_A50_STRAP o TOP BM TO TOP PLATE ° i I PER 10/5D3 ° O#_ b"X b" W/ AVO A55 CLIP EACH 51DE AT HEADER n SCALE: 1/4* - 1'-O" PERMIT# b -- 1 say �u SECONDTLOOR PLAN STRUCTURAL NOTES: 5.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL 2140 SgFt 1ST FLR �u SHEETS SD 1-505 FOR ADDITIONAL INFORMATION. BALLOON FRAME WALLS: 10 COMPLIANCE 2X6 DF# 1 AT W O.G. DEAD LOAD OF 10 PSF (INCLUDING FRAMING). CONTACT EXTERIOR WALL: A, GARAGE. 2X6 OF STUD AT 1 6" O.G. IF FLOOR BUILD-UP WILL EXCEED 10 PSF. Ir INTERIOR WALL5: 3.) TYPICAL FLOOR SHEATHING (UNO): 3/4" THICK, APA, SUPPORT ALL TRIMMERS ABOVE WITH FLOOR/CEILING to TECO, OR PITTSBURGH RATED SHEATHING OR RATED - 5TURD-I-FLOOR, SPAN RATING 48/24(24 FOR (0.) SEE DETAIL 1/5D 1 FOR TYPICAL STUD WALL 5TURD-I-FLOOR), EXPOSURE 1 STRUCTURAL �O h ELEVATION AND TYPICAL WALL OPENING SCHEDULE. PANELS, APPLIED WITH LONG DIMENSION ACROSS -1.) 10 SUPPORTS AND ADJACENT PANELS STAGGERED WITH SUBCONTRACTORS SHALL COORDINATE ALL FLOOR VCO0 -10 2 5 SgFt REAR AND WALL PENETRATIONS WITH FRAMING EDGE NAIL WITH 1 Od COMMON RING SHANK NAILS OR SUBCONTRACTOR. EQUIV. (0.148" DIA X 3") AT 6" O.G. AT ALL PANEL 5.) TYPICAL FLOOR J015T5 SHALL BE 1 1 1/5" BGI EDGES, BOUNDARIES, BLOCKING AND WHERE INDICATED 15.) 5000 1.1 AT 1 b" O.G. WITH 1 1 /4" LSL RIM. ON PLAN. FIELD NAIL AT 1 0'0.r-. PROVIDE 1 /8" STORAGE INSTALL ALL COMPONENTS IN ACCORDANCE WITH GAPS AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER. 6"x 1 2" DF# 1 ,, vugr, I I I I 6"x1 2` DF#2 HEADER 4"xb" TYP. AT NON- BEARING WALL5 BELOW BOTTOM CHORD OF GIRDER TRU55 DBS.' I lu Dg klkG �, rJ L T RI MMR �.b Ory A V� CO M5TA24 5TRAP BEAM TO BEAM 5 SD4 TYP. b"x8" W/ PZG b"x8" W/ PZG AT HDR. AT HDR. 7 1/4"x 1 1 1/4"LVL 3 112'X 1 1 7/8" LVL 1 5/4"x 1 1'7/8" LVL 4"x b" BLOCK DIAPHRAGM PER NOTE 4 AT HATCHED AREA. mm!m�'w%mmmmw ago. 1 jl j 12 1 ` - -- - HEAVER LVL `M5TA50 - - O- c O- - `► \\ MSTA36 STRAP PER 1 O/SD5 TYP. AT ATTIC WALL5 9 SD4 2`x 1 2" F#2 IAT 1 lb"CIV- IN/ US JANGR T014 ND 4"X 1'2" DF#2 W/ HU ,HANGER AT EACH END L �- �L- BOTTOM CHORD BOTTOM CHORD _ , OF GIRDER TRUSS_ FOF GIRDER TRUSS i TYP. 3 1/2"x 1 1 -1/8" LVL TYP. \\\\THU HANGER 3 1/2"x 1 1 '7/8" LVLL 05.1.6 STRAP X 1 &'LENGTH /FACE OF BEAM TO SOLID 4"X BLOCKING IN WALL. EDGE NAIL SHEATHING AT BLOCKING. TYP. TYP. O 5 4 1 SO 5 SO4 4"x 6" 4"x b" T7- 1 5/4"x\5 114"X 1 1 -1/8" LVL 1 1 7/8" LVL 5 5D4 M5TA36 STRAP PER 10/503 ° \6"x6"I HU HANGER/ 1 MSTA24 ° HU5 HANGER P05T STRAP ° I W/ PGZ BEAM TO 3 1/2"x 1 1 '1/8" LVL a BEAM ° 3 1 /2" -" x 1 1 1/8LVL ° 1 5/4"x 1 1 '7/8" LVL ° MST_A50_STRAP o TOP BM TO TOP PLATE ° i I PER 10/5D3 ° O#_ b"X b" W/ AVO A55 CLIP EACH 51DE AT HEADER n SCALE: 1/4* - 1'-O" PERMIT# b -- 1 say < " z10 SECONDTLOOR PLAN STRUCTURAL NOTES: 5.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL 2140 SgFt 1ST FLR SHEETS SD 1-505 FOR ADDITIONAL INFORMATION. BALLOON FRAME WALLS: 2.) FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM COMPLIANCE 2X6 DF# 1 AT W O.G. DEAD LOAD OF 10 PSF (INCLUDING FRAMING). CONTACT EXTERIOR WALL: SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, GARAGE. 2X6 OF STUD AT 1 6" O.G. IF FLOOR BUILD-UP WILL EXCEED 10 PSF. INTERIOR WALL5: 3.) TYPICAL FLOOR SHEATHING (UNO): 3/4" THICK, APA, SUPPORT ALL TRIMMERS ABOVE WITH FLOOR/CEILING 2X6 OF STUD AT 1 6" O.G. TECO, OR PITTSBURGH RATED SHEATHING OR RATED Z 5TURD-I-FLOOR, SPAN RATING 48/24(24 FOR (0.) SEE DETAIL 1/5D 1 FOR TYPICAL STUD WALL 5TURD-I-FLOOR), EXPOSURE 1 STRUCTURAL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. PANELS, APPLIED WITH LONG DIMENSION ACROSS -1.) PLUMBING, SPRINKLER, AND MECHANICAL SUPPORTS AND ADJACENT PANELS STAGGERED WITH SUBCONTRACTORS SHALL COORDINATE ALL FLOOR 4' ENDS OFFSET 4. GLUE PANELS TO ALL FRAMING, -10 2 5 SgFt REAR AND WALL PENETRATIONS WITH FRAMING EDGE NAIL WITH 1 Od COMMON RING SHANK NAILS OR SUBCONTRACTOR. EQUIV. (0.148" DIA X 3") AT 6" O.G. AT ALL PANEL 5.) TYPICAL FLOOR J015T5 SHALL BE 1 1 1/5" BGI EDGES, BOUNDARIES, BLOCKING AND WHERE INDICATED 15.) 5000 1.1 AT 1 b" O.G. WITH 1 1 /4" LSL RIM. ON PLAN. FIELD NAIL AT 1 0'0.r-. PROVIDE 1 /8" STORAGE INSTALL ALL COMPONENTS IN ACCORDANCE WITH GAPS AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER. 9.) PROVIDE DOUBLE JOIST UNDER ALL WALL5 WHERE 4.) FLOOR SHEATHING WHERE INDICATED ON PLAN SHALL WALLS, RUN PARALLEL TO JOIST, AND J015T SPAN BE AS PER NOTE 3 WITH ALL EDGE5 BLOCKED, AND EXCEEDS 9'-O" UNO. 1 Od COMMON RINK SHANK NAILS OR EQUIV. (0.14 5- 10.) PROVIDE DOUBLE JOIST UNDER ALL BATH TUBS DIA X 3") AT 4" O.G. AT ALL DIAPHRAGM WRITTEN GUIDELINES. AND HEAVY FURNITURE AND EQUIPMENT WHERE JOIST BOUNDARIES AND b" O.G. AT ALL OTHER PANEL 1 1.) SPAN EXCEEDS T -O". EDGE5. 1 1.) TYPICAL HEADER BELOW IS 6X 12 DF -L #2 UNO. UNLESS NOTED OTHERWISE. 12J PROVIDE 2X SOLID BLOCKING IN FLOOR AT 24" 15.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN O.G. PERPENDICULAR TO, AND ADJACENT TO ALL BEAMS SUPPORTING BEARING WALLS ABOVE. 'IV�Jf MAX RAMIREZ - GOLDEN SUN PE516H - ENERGY GALLS O01 _ 9 22 189 SAMSON AVENUE, CORNING, CALIFORNIA 1116021 �PHONE: (530) 521 -1242 CELL EMAIL ADDRESS: Max®CadMama.com =Umml1 71 muU I URAL VG�I(�IY - = I mU I URML G 383 RIO LINDO AVENUE *200,CHICO, GA 95926 (530) 592-4401 WORK EMAIL ADDRE55: Ryland®SummltGhlco.com 6"x 12" DF#2 ARCH D (24" X 56) WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: (690} 89 1-0586 1 9 YLAMORE VALLEY ROAD CNlcO, CALIPORNIA 959'73 LYNNSMITH520ATT.NET ENERGY GALLS BY: 4' GOLDEN SUN O DESIGN3 ',, ``MAX RAMIREZ � 4 ���1 On rN 75688'' SJ cfv0 �P a''FOF ur;t>F°�� 8/9/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEERS STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH L PERMIT# b -- 1 say < " z10 O BUTTE COUNTY DEVELOPMENT SERVI(✓ES 2140 SgFt 1ST FLR V�;xx' vi 0 COMPLIANCE V ul w GARAGE. Nl IL W Y� SUPPORT ALL TRIMMERS ABOVE WITH FLOOR/CEILING O Z PATIO.: � O Q to WE PROVIDE POS. ATTACHMENT OF ALL BEAM TO POST, " I) A w °/ } lu -10 2 5 SgFt REAR CL CONN'S WITH (2) 5T22 STRAPS MIN. AND A35 CLIPS 1 15 1 5gFt TOTAL l U.N.O. PER PLAN AND DETAILS. O IL 15.) W STORAGE ill W 1) z< TO THE ENGINEER OF RECORD. DATE: z <� O cj to � W Q z �z Q111 1L ltl W [L 5v 2 8TORY REVIEWED SHEET FOR CODE COMPLIANCE AUG 15 2016 TRE 14ND 6Aeon CIATCID o COPYRIGHT 2015 C:\Users\Lynn\Documents\chief X1 Plans\Cooper Residence\Cooper Resldencelayout y' ■ ■�., r LYNN SMITH - DRAFTING OWNER: DUSTIN I CHRISTINE COOPER L MI' �y1 1 99 SYCAMORE VALLEY ROAD, (530) 588-2880 CELL CHICO, GA 95913 EMAIL ADDRESS: dcoopereminaslanlaw.com " (530) 811-0585 WORK '" ""•"a°e''"'""' (550)514-0555C, L L,-e.nr�a>zenrr.ner EMAIL ADDRESS: Lynn5mlth32®ATT.net PERMIT# b -- 1 say LIVEABLE: BUTTE COUNTY DEVELOPMENT SERVI(✓ES 2140 SgFt 1ST FLR REVIEWED FOR 1050 SgFt 2ND FLR COMPLIANCE 51 90 5gFt TOTAL $CODE DATE / 2 9 _/I b BY ��3 - GARAGE. 582 SgFt 15.) SUPPORT ALL TRIMMERS ABOVE WITH FLOOR/CEILING GOYERED JOIST WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY PATIO.: TO FOUNDATION. 14.) PROVIDE POS. ATTACHMENT OF ALL BEAM TO POST, " 100 SgFt FRONT BEAM TO BEAM, POST TO BEAM, AND POST TO POST -10 2 5 SgFt REAR CONN'S WITH (2) 5T22 STRAPS MIN. AND A35 CLIPS 1 15 1 5gFt TOTAL U.N.O. PER PLAN AND DETAILS. 294 SgFt ATTIC 15.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT STORAGE TO THE ENGINEER OF RECORD. DATE: 16.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. SCALE: 1 1.) PROVIDE METAL HANGERS PER 12/50 1 AS REQUIRED, SHOWN UNLESS NOTED OTHERWISE. 15.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN WITH 2015 GBG FASTENING SCHEDULE, O TABLE 2304.9.1, UNLE55 NOTED OTHERWISE. �CCC��JJJ� u���tt.JJl����0 2 8TORY REVIEWED SHEET FOR CODE COMPLIANCE AUG 15 2016 TRE 14ND 6Aeon CIATCID o COPYRIGHT 2015 C:\Users\Lynn\Documents\chief X1 Plans\Cooper Residence\Cooper Resldencelayout y' ■ ■�., r LYNN SMITH - DRAFTING OWNER: DUSTIN I CHRISTINE COOPER L MI' �y1 1 99 SYCAMORE VALLEY ROAD, (530) 588-2880 CELL CHICO, GA 95913 EMAIL ADDRESS: dcoopereminaslanlaw.com " (530) 811-0585 WORK '" ""•"a°e''"'""' (550)514-0555C, L L,-e.nr�a>zenrr.ner EMAIL ADDRESS: Lynn5mlth32®ATT.net 582 SOFT OF ATTIC, _150 DIVIDED BY 150 3.55 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) --4.00 SOFT - (32)LIN FT LOMANGO OR -4 RIDGE VENT (15.0 SQ IN/LIN FT) - 0.125 SOFT/LIN FT BY LOMANGO OMNI SERIES OR EQ. 4.00 SOFT OF UPPER NFVA RECTANGULAR EAVE VENTS --2.00 SOFT - (1)3 1 /2'x22' EAVE VENTS (4 1 50 IN EACH) - 0.255 SOFT (VE3522) BY VULCAN VENTS OR EQ. 2.00 SOFT OF LOWER NFVA DOWNSPOUT CONNECT TO YARD DRAIN 1405 SOFT OF ATTIC, _150 DIVIDED BY 150 9.5-1 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) _4.80 SOFT - (-I)2"x52' O'HAGIN FLAT EYEBROW DORMER (98.95 50 IN EACH) - 0.686 5QFT BY O'HAGIN MFG, LLC, OR EO. 4.80 SOFT OF UPPER NFVA --- --� RECTANGULARFAYE VENTS 4.85 SOFT - (1'7)3 1 /2"x22" EAVE VENTS (41 50 IN EACH) - 0.285 SOFT (VE3522) BY VULCAN VENTS OR EO. 4.85 SOFT OF LOWER NFVA 9.65 TOTAL SOFT OF VENTS (NFVA) x MSTA30 STRAP BM TO TOP PLATE PER 9/503 EDGE NAIL ROOF PLY AT DRAG TRU55 M5T_A24 STRAP 4 F1 BEAM TO BEAM, TYP. AT SD5 TYP. SD5 TYP. ALL SPLICES PER 4/505 5 118"x 1 3 1 /2" 24F -V4 GLB, TYP. 6"X 6" POST 6"X 6" 6"X 6" W/EGGLQ P05T P05T POST W/ GGQ W/ COG W/ GGQ DRAG TRU55: 2000# 1 6' 2:12 2.12 PITCH PITCH EDGE NAIL ROOF EDGE NAIL ROOF PLY AT DRAG TRUSS PLY AT DRAG TRUSS ry � EDGE NAIL ROOF nPLY AT DRAG TRUSS DORMER VENT(S): 32"x2" LOW PROFILE TYP. AT TYP. AT 11 L L EIJ LOW b LOW 504 ROOF SD5 ROOF N' - I i q --1 v 6"x 12" DF# 1 HEADER I �o " DORMER VENT: �" 3 2"x2' LOW PROFILE THA HANGER ERIM 1829 SOFT OF ATTIC 150 DIVIDED BY 150 12.1-1 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) -- RIDGE VENT5 I I 0.4v 5Ut 1 Vt- Kt:UVIKCL NC I rmr-r vr-N I ILA I ium AKCA {1'4rv^i DOWa NSPOUT ---� -- L O LIVEABLE: DC � V- 5.95 SOFT - (46)LIN FT LOMANGO OR -4 RIDGE VENT (18.0 54 IN/LIN FT) - 0.12 5 5QFT/LIN FT O 1 O COPYRIGHT 2015 ® BY LOMANGO OMNI SERIES OR EQ. Z G:\Users\Lynn\Documents\Chlef X9 Plans\cooper Residence\Cooper ResldenceJayout OWNER: DUSTIN d CHRISTINE COOPER 2 1 40 SgFt 1ST FLR ROOFTOP VENTS u W ' A _0.6 9 SOFT - (1)2"x32' O'HAGIN FLAT EYEBROW DORMER (98.95 SQ IN EACH) - 0.686 SOFT N _ RIDGE_VENTS _0,15 SOFT - (OLIN FT LOMANGO OR -4 RIDGE VENT (18.0 50 IN/LIN FT) - 0.125 SOFT/LIN FT BY O'HAGIN MFG, LLC, OR EQ. u v U� Ul 6.44 SOFT OF UPPER NFVA OL RECTANGULAR EAVE VENTS w7 O GA.RA�GE: ...6.27 SOFT - (22) 5 1 /2"x22" EAVE VENTS (41 50 IN EACH) - 0.265 SOFT ( STANDING. -SEAM METAL ROOFING - OVER 15# FELT OVER 1 /2" GDX PLYWOOD OR OSB WITH Sd'5 AT 6", PITCH 8 / 12 ROOF. VENTILATION: CONTINUOUS SEE ROOF PLAN 4 ROOF RIDGE VENT VENTILATION GALLS. I CONTINUOUS RIDGE VENT Ita6FG u I' DONN9POVf OUTDOOR LIGHT5: MUST BE INGANDESGENT W/ MANUAL ON-OFF 5WITGH, MOTION DETECTOR 4 PHOTO CONTROL CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT sJ 111111!1 DOIINSIOIfT 6040L5 4040FX CONTINUOUS RIDGE VENT I- 5 COAT STUCC APPLIED OVER 2 LAYERS 77, OF GRADE D PAPER. I I DOPINSPOVT 1/�� �� DDnhxxovr Cl �� ;' 302685 LI `- 405OLS 405OL5 6 X6 iC�( i POST ��I . _ 5 ET GL 55 L_ �1 NVALGOND.UWT NY.GGDND.UMT �� I =�L ,� STUCCO WEEP_5CREED5: LC = "o' •"`a INSTALL 2" ABOVE PAVED AREAS. INSTALL 4" ABOVE SOIL. HVAC GOND. UNIT:. PROVIDE 220v ELECT. DISGONNEGT WITHIN 25'. SEE ENVIRONMENTAL QUALITY NOTE 15. ROOF -VENTILATION: SEE ROOF PLAN 4 ROOF VENTILATION GALLS. DONN6POUT STANDING SEAM_METAL ROOFING_ OVER 15# FELT OVER 1 /2" GDX PLYWOOD OR 05B WITH 8d'S AT 6", 120 c/c. PITCH 2 / 12 DORMER VENT LHMNEY GAP CNM,RYCAP EAVES 4 SOFFIT NOTES: PROVIDE COX PLYWOOD AT EAVES, OR: EAVES SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON- GOM51,15TIBLE MATERIAL IN ACCORDANCE WITH THE 2013 CRC, SECTION 8321. EXTERIOR_ DOORS: ALL EXTERIOR DOORS TO BE FIRE RESISTANT IN ACCORDANCE WITH THE 2015 CRO SECTION R321. EXTERIOR GLAZING: ONE PANE OF EACH WINDOW SHALL BE TEMPERED AS PER THE 2013 CRC, SECTION R321. ALL EXTERIOR WALLS: ALL EXTERIOR WALL5 SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON-COMBUSTIBLE MATERIAL IN ACCORDANCE WITH THE 2013 CRO 5ECTION R321. 4040FX DO""xO1T STANDING_ SEAM_METAL-_ROOFING_ OVER 15# FELT OVER 1 /2" GDX PLYWOOD OR OSB WITH Sd'S AT 6", 12"C/c'. PITCH 2 / 12 poRMeR VENT DORMER VENT '' II it I I iI 1111111 III I D01'1N5POVT f LM6 FAN L16Ni 40SOR5 POST GOR9EL N9 STUCCO NOTE: LANDING5 <RIGHT 5137E EL'E�l�TION GALE: 5/1 6" - 1'-0" �------------------" '=ill Ponlawour 4020FX 5020FX 3 -COAT -STUCCO: APPLIED OVER 2 LAYERS OF GRADE D PAPER. APPLIED OVER 2 THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE LAYERS OF GRADE MORE THAN 1.15 INCHES BELOW THE TOP OF THE D PAPER. THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT SWING OVER THE LANDING. STANDING_SEAM METAL ROOFING OVER 15# FELT OVER 1 /2" GDX PLYWOOD OR 055 WITH 5d'5 AT 6", 12" c,/c,. PITCH 8 / 12 CONTINUOUS RIDGE VENT FASCIA 4 GUTTER CONNECT TO 2"x3' DOWNSPOUTS DO•'N9POVT 170v 6F OUTDOOR LIGHTS: CHRISTMAS LIGHT5: MUST BE INCANDESCENT W/ PROVIDE OUTLET o TOP MANUAL ON-OFF 5WITGH, MOTION PLATE, SWITCHED o FRONT DETECTOR 4 PHOTO CONTROL DOOR. pcmN ONT LEI.Nb PAN Lyr,NT n LIbMT 20405H I I t 305059 b"xb' 3_ GOAT STUCCO: I POST APPLIED OVER 2 LAYER 5 6NOWeR I 206s 1 /2 LITE 0 OF GRADE D PAPER. 2866 SAFETY STONE_VENEER: t O O INSTALLED PER GBG 1405.1 goo GLASS ' LOR9EI. "° DOOR :B t DRYER VENT 1 LANDING5: THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 7.15 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT 5WIN45 OVER THE LANDING. LEFT 5U7E'ELE�/ikTION' GALE: 5/1 - 1'-0" EAVES 4 SOFFIT NOTES: PROVIDE GGX PLYWOOD AT EAVE5, OR: EAVES SHALL BE ENCLOSED WITH AN IGNITION RE515TANT OR NON- COMBUSTIBLE MATERIAL IN ACCORDANCE WITH THE 2013 CRC, SECTION R321. EXTERIOR DOORS: ALL EXTERIOR POOP 5 TO BE FIRE RESISTANT IN ACCORDANCE WITH THE 201 3 GRG SECTION R321. EXTERIOR GLAZING: ONE PANE OF EACH WINDOW SHALL BE TEMPERED A5 PER THE 2013 CRC, SECTION 8321. ALL EXTERIOR WALLS: ALL EXTERIOR WALL5 SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON-COMBUSTIBLE MATERIAL IN ACCORDANCE WITH THE 2015 CRO SECTION 8321. LKHT 'C UN RIDGE VENT CHIMNEY: PROVIDE ADEQUATE CLEARANCE AND TYPE -A FLUE W/ SPARK ARRESTER FOR FIREPLACE INSTALLED PER MFG. 5PEC5. CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT ROOF VENTILATION: CONTINUOUS SEE ROOF PLAN 4 ROOF VENTILATION GALLS. RIDGE VENT CONTINUOUS RIDGE VENT FASCIA d GUTTER: CONNECT TO 2"x3" DOWNSPOUTS MEN 3_COAT_ ST UCGO.: APPLIED OVER 2 LAYERS poRmm VENT OF GRADE D PAPER. �* STANDING_SEAM- MEIAL ROOFING_ OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 0513 WITH 95d'5 AT 6", 12" a/c. PITCH 8 /12 CONTINUOUS RIDGE VENT 9' PLATE HEIGHT l 9' PLATE HEIGHT OQR-LIGHTS: EINGANDESCENT W/ L ON-OFF SWITCH, MOTION OR 4 PHOTO CONTROL STANDING SEAM METAL. ROOFING_ OVER 15# FELT OVER 1 /2" GDX PLYWOOD OR 05B WITH 8d'S AT 6", 12" c/c. PITCH 8 / 12 CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT IIII' ill 305059 DOWNSPOUT 5 COAT STUCCO: OUTDOOR LIGHTS: DOWNSPOUT APPLIED OVER 2 LAYERS MUST BE INCANDESCENT IN/ cI' PLATE HEIGHT ,L OF GRADE D PAPER MANUAL ON-OFF SWITCH, MOTION DETECTOR 4 PHOTO CONTROL powNsraT LIGHT 't STUCCO FIEEP SCREEDS: STUCCO NOTE. 3 a 1 8080 1111 OVERHEAD GARAGE DOOR UNDER- LAYMENT: LANDINGS: HVAC GOND. UNIT: O G PROVIDE 22 v ELECT. E INSTALL 2" ABOVE PAVED AREAS. INSTALL 4' ABOVE SOIL. APPLIED OVER 2 OF O -.r.'; 1Z�,�1�-�L�Y�TI Q, � A MINIMUM OF ONE LAYER OF NO.1 5 I A5TM ASPHALT FELT, COMPLYING W TH A T THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 1.15 INCHES BELOW THE TOP OF THE D15GONNEGT WITHIN 25'. LAYERS GRADE '. . ; THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN V:' D PAPER. C4 D-226 FOR TYPE 1 FELT OR OTHER EXTERIOR STORM OR SCREEN DOOR, DOES NOT 5WING SEE ENVIRONMENTAL �4 ■ APPROVED MATERIALS BEHIND ALL OVER THE LANDING. QUALITY NOTE 13. �O SCALE: 5/16"- 1'-0" ❑ MUST B p0/,NSPO"i m REQUIRED. LU L 8 j MANUA DETEG } 6080 �z O Qw _3 GOAT STUCCO: APPLIED OVER 2 LAYERS tut "VACLOND.,MIT l ® }< L LIDIN 11.1 STONEVENEER-OVER WOOD STUDS 0 1 6" G/G: 5L NG • ATTACH 2 LAYERS OF NO. 15 FELT, COMPLYING W/ ASTM D 226 FOR TYPE 1 FELT, TO PROVIDE CONTINUOUS WATER -RESISTIVE BARRIER. lu ® EATING ARATSOTTOMOF NIN00A 6 OF GRADE D PAPER. • ATTACH 2"X2" 0.0625 INCH ZING -COATED OR NON-METALLIC, COATED WIRE MESH <I o ATTACHED W/ 2" CORROSION -RESISTANT STEEL WIRE FURRING NAILS AT 4' c/c PROVIDING A MIN. OF 1.125' PENETRATION INTO ': � AFET LAS w '9y, V' EACH STUD 4 WITH ad ANNULAR THREADED NAILS AT 5" c/c INTO TOP 4 BOTTOM PLATES OR W/ EQUIVALENT WIRE TIF -5. AFET LA5 5A G TY 55 UF ® B LOOP HAVING LEGS NOT LESS THAN 1 5" IN LENGTH, 50 BENT THAT IT WILL LIE IN THE STONE VENEER MORTAR JOINT. THE LAST 2" OF EACH WIRE LEG SHALL HAVE A RIGHT-ANGLE BEND. STANDING SEAM METAL. ROOFING_ OVER 15# FELT OVER 1 /2" GDX PLYWOOD OR 05B WITH 8d'S AT 6", 12" c/c. PITCH 8 / 12 CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT IIII' ill 305059 DOWNSPOUT 5 COAT STUCCO: OUTDOOR LIGHTS: DOWNSPOUT APPLIED OVER 2 LAYERS MUST BE INCANDESCENT IN/ cI' PLATE HEIGHT ,L OF GRADE D PAPER MANUAL ON-OFF SWITCH, MOTION DETECTOR 4 PHOTO CONTROL powNsraT LIGHT 't STUCCO FIEEP SCREEDS: STUCCO NOTE. 3 a 1 8080 1111 OVERHEAD GARAGE DOOR UNDER- LAYMENT: LANDINGS: HVAC GOND. UNIT: O G PROVIDE 22 v ELECT. E INSTALL 2" ABOVE PAVED AREAS. INSTALL 4' ABOVE SOIL. APPLIED OVER 2 OF O -.r.'; 1Z�,�1�-�L�Y�TI Q, � A MINIMUM OF ONE LAYER OF NO.1 5 I A5TM ASPHALT FELT, COMPLYING W TH A T THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 1.15 INCHES BELOW THE TOP OF THE D15GONNEGT WITHIN 25'. LAYERS GRADE '. . ; THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN V:' D PAPER. C4 D-226 FOR TYPE 1 FELT OR OTHER EXTERIOR STORM OR SCREEN DOOR, DOES NOT 5WING SEE ENVIRONMENTAL �4 ■ APPROVED MATERIALS BEHIND ALL OVER THE LANDING. QUALITY NOTE 13. �O SCALE: 5/16"- 1'-0" TYPES OF EXTERIOR WALL FINISHES 15 m REQUIRED. STANDING SEAM METAL. ROOFING_ OVER 15# FELT OVER 1 /2" GDX PLYWOOD OR 05B WITH 8d'S AT 6", 12" c/c. PITCH 8 / 12 CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT IIII' ill 305059 DOWNSPOUT 5 COAT STUCCO: OUTDOOR LIGHTS: DOWNSPOUT APPLIED OVER 2 LAYERS MUST BE INCANDESCENT IN/ cI' PLATE HEIGHT ,L OF GRADE D PAPER MANUAL ON-OFF SWITCH, MOTION DETECTOR 4 PHOTO CONTROL powNsraT LIGHT 't CONTINUOUS RIDGE VENT i i ilii l�l!I''I � I� II FASCIA _4 GUTTER: CONNECT TO 2'x3" DOWNSPOUTS III (IIII ! i I IIII CaO 40FX 7F504OFjX] 3040FX 5040FX SAFETY GLASS 1 1 Ov 6FCI DOWNSPOUT 6'x b" P05TS TY G --5�-`= 20605H Lun nn [ ST -ONE VENEER: INSTALLED PER GG 1405.1 I,� B J STUCCO WEEP SCREEDS: LANDING5: EXTERIOR_ PLASTER: - THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE PROVIDE WEEP SCREED 4" ABOVE EARTH INSTALL 2' ABOVE PAVED AREAS. THAN 9.95 INCHES BELOW THE TOP OF THE THRESHOLD, AND 2" ABOVE CONCRETE PER GBG. INSTALL 4" ABOVE SOIL. PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT 5NIN6 OVER THE LANDIN6. 1,t MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GAL65 �e 22 1 b9 5AM50H AVENUE, CORNING, CALIFORNIA 9602 1 PHONE: (530) 321-1242 CELL EMAIL ADDRE55: Max®GadMama.com 6"x6" 5 STREET NUMBER VISIBLE o STREET. 1 LITE SAFETY GLASS DOORS 6080 20605H ARCH D (24- X 36) WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGIN5. DRAFTING BY: 1(530) 891-0565 .4YCAMOKI! VALLEY ROAD CHICO. CALIFORNIA 95913 LYNNSMITHS 20ATT.NET ENERGY CALCS BY: -00O VolGOLDEN SUN `DESIGNS '� `` MAX RAMIREZ THESE PLANS HAVE BEEN COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON T HI5 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH 3 a 1 8080 1111 OVERHEAD GARAGE DOOR ::]1 ®KEv1=Ati; �� � Y� Jl l r� I����( _l[�- �I �� ='C lI. 1I 1 Ill SIIIF J��L O vO q_ O CONTINUOUS RIDGE VENT i i ilii l�l!I''I � I� II FASCIA _4 GUTTER: CONNECT TO 2'x3" DOWNSPOUTS III (IIII ! i I IIII CaO 40FX 7F504OFjX] 3040FX 5040FX SAFETY GLASS 1 1 Ov 6FCI DOWNSPOUT 6'x b" P05TS TY G --5�-`= 20605H Lun nn [ ST -ONE VENEER: INSTALLED PER GG 1405.1 I,� B J STUCCO WEEP SCREEDS: LANDING5: EXTERIOR_ PLASTER: - THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE PROVIDE WEEP SCREED 4" ABOVE EARTH INSTALL 2' ABOVE PAVED AREAS. THAN 9.95 INCHES BELOW THE TOP OF THE THRESHOLD, AND 2" ABOVE CONCRETE PER GBG. INSTALL 4" ABOVE SOIL. PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT 5NIN6 OVER THE LANDIN6. 1,t MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GAL65 �e 22 1 b9 5AM50H AVENUE, CORNING, CALIFORNIA 9602 1 PHONE: (530) 321-1242 CELL EMAIL ADDRE55: Max®GadMama.com 6"x6" 5 STREET NUMBER VISIBLE o STREET. 1 LITE SAFETY GLASS DOORS 6080 20605H ARCH D (24- X 36) WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGIN5. DRAFTING BY: 1(530) 891-0565 .4YCAMOKI! VALLEY ROAD CHICO. CALIFORNIA 95913 LYNNSMITHS 20ATT.NET ENERGY CALCS BY: -00O VolGOLDEN SUN `DESIGNS '� `` MAX RAMIREZ THESE PLANS HAVE BEEN COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON T HI5 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH CONTINUOUS • 1. MIN. THICKNE55 OF GEMENT GROUT SHALL BE PLACED RIDGE VENT BETWEEN THE BACKING 4 THE STONE VENEER. Z N _4 4� l >0 I J V tu OL I � � W PLATE HEIGHT W W XX tutu CHRISTMAS LIGHT5: 26405H 26405H PROVIDE OUTLET e LIVEABLE: I i I I 6040L5 TOP PLATE, SWITCHED ® FRONT DOOR 2 140 SgFt 15T FLR _1050 SgFt 2ND FLR 5 1 90 SgFt TOTAL CONTINUOUS GARA 6E: STANDING SEAM_METRLROOFIN(5_ RIDGE VENT 5TANDING_5EAM METAL ROOFING_ 552 SgFt PITCH 5 / 12 OVER 15# FELT OVER 1 /2" GDX SCALE: 1/4"- 1'-0" SUMMIT STRUCTURAL DESIGN - STRUCTURAL E' .. 353 RIO UNDO AVENUE •200, CHICO, GA 95926 (530) 542-4401 WORK EMAIL ADDRESS: RylandmSummltGhico.com PLYWOOD OR OSB WITH Sd'S AT 6, COVERED PITCH 8 / 12 PATIO: 1 O' PLATE HEIGHT )F) -? �I)f �1(J[f I 100 SgFt FRONT �� �" 1025- 5 Ft REAR 14 x 18" VENT�����1L 9' PLATE HEIGHT Sq Ft 1 5 1 5gFt TOTAL DOWNSPOUT��L -)1 EC - �� 294 SgFt ATTIC n �� I ��-� �o�_�L- powNSPour OANSPOUT STORAGE �� II� �� 11F �C DOWNSPOUT 26505H 26505H 16505H FJ� I D; j I,_] j "ID,HVAC GOND, UNIT: DATE: ��7° u PROVIDE 220v ELECT. DISCONNECT WITHIN 25'. 8/9/201 6 �2020FX-��L2_020FX l��2_0_20FX Df SEE ENVIRONMENTAL SCALE: l -LD QUALITY NOTE 13. )[= ��UE30DU�CCU[ HVACCOND. UNIT SHOWN Lo ;I'[ JCL fJCI�C J J[ILI JCC VENEER 3 GOAT STUCCO: (�j ((_ INSTALLED PER GBG R5 ]�C�LJL_ - -- o V�O APPLIED OVER 2 LAYS OFGRADE DPAPER. IUJI�L,c-Iu��UUL: O)P[-1` Ct]uo�]�wUc�o[]oo�r�C�C1�n" REVIEWED PERMIT O 12 DE COMPLIANCE SHEET BUTTE COUNTY DEVEL AMEN NATURAL GR¢�j I �q UNDERLA_Y_MENT: REVIEW�AED SERVICES /���iJJ ' 016 A MINIMUM OF ONE LAYER OF NO. 1 5 Cope cc)m FOR O ASPHALT FELT, COMPLYING WITH A5TM hJJ �IgAIC� D-226 FOR TYPE 1 FELT OR OTHER DATE �� Z � Il6 I V IRB AND ASSOCIATES APPROVED MATERIALS BEHIND ALL `L TYPES OF EXTERIOR WALL FINISHES 15 - - Q REQUIRED. B---._� `Y -;s_ O COPYRIGHT 2015 TER G:\Users\Lynn\Documents\chief X 1 Plans\Cooper Residence\Cooper Residence.layout ■ ■�, r LYNN SMITH - DRAFTING OWNER: DUSTIN d CHRISTINE COOPER I'ul 1{il 199 SYCA ORE VALLEY ROAD, M (530) 558-2550 GELL CHICO. GA 95913 FMAILAPPRE55: dcoopereminaslanlaw.com .;e:•• (530) a91-0555 WORK ' (530) 514-0585 CELL L.9:NeMi*n07•AtY.N"T EMAIL ADDRESS: LynnSmlth32eATT.net < N i. O O vO q_ O C4 V:' 0 C4 0 �4 ■ w 1 A �O m cztuQ/ LU L j O } �z O Qw A tut l }< L 11.1 STONEVENEER-OVER WOOD STUDS 0 1 6" G/G: • ATTACH 2 LAYERS OF NO. 15 FELT, COMPLYING W/ ASTM D 226 FOR TYPE 1 FELT, TO PROVIDE CONTINUOUS WATER -RESISTIVE BARRIER. lu J • ATTACH 2"X2" 0.0625 INCH ZING -COATED OR NON-METALLIC, COATED WIRE MESH <I o ATTACHED W/ 2" CORROSION -RESISTANT STEEL WIRE FURRING NAILS AT 4' c/c PROVIDING A MIN. OF 1.125' PENETRATION INTO ': � w '9y, V' EACH STUD 4 WITH ad ANNULAR THREADED NAILS AT 5" c/c INTO TOP 4 BOTTOM PLATES OR W/ EQUIVALENT WIRE TIF -5. X 'yam W z y 'V< o THERE SHALL BE NOT LESS THAN 0.1055" ZING -COATED OR NONMETALLIC, COATED WIRE, OR APPROVED EQUAL, ATTACHED TO THE STUD IN/ A MIN. OF AN ad ANNULAR THREADED NAIL FOR EVERY 2 5QUARE FEET OF STONE VENEER THIS TIE SHALL BE A LOOP HAVING LEGS NOT LESS THAN 1 5" IN LENGTH, 50 BENT THAT IT WILL LIE IN THE STONE VENEER MORTAR JOINT. THE LAST 2" OF EACH WIRE LEG SHALL HAVE A RIGHT-ANGLE BEND. CONTINUOUS • 1. MIN. THICKNE55 OF GEMENT GROUT SHALL BE PLACED RIDGE VENT BETWEEN THE BACKING 4 THE STONE VENEER. Z N _4 4� l >0 I J V tu OL I � � W PLATE HEIGHT W W XX tutu CHRISTMAS LIGHT5: 26405H 26405H PROVIDE OUTLET e LIVEABLE: I i I I 6040L5 TOP PLATE, SWITCHED ® FRONT DOOR 2 140 SgFt 15T FLR _1050 SgFt 2ND FLR 5 1 90 SgFt TOTAL CONTINUOUS GARA 6E: STANDING SEAM_METRLROOFIN(5_ RIDGE VENT 5TANDING_5EAM METAL ROOFING_ 552 SgFt PITCH 5 / 12 OVER 15# FELT OVER 1 /2" GDX SCALE: 1/4"- 1'-0" SUMMIT STRUCTURAL DESIGN - STRUCTURAL E' .. 353 RIO UNDO AVENUE •200, CHICO, GA 95926 (530) 542-4401 WORK EMAIL ADDRESS: RylandmSummltGhico.com PLYWOOD OR OSB WITH Sd'S AT 6, COVERED PITCH 8 / 12 PATIO: 1 O' PLATE HEIGHT )F) -? �I)f �1(J[f I 100 SgFt FRONT �� �" 1025- 5 Ft REAR 14 x 18" VENT�����1L 9' PLATE HEIGHT Sq Ft 1 5 1 5gFt TOTAL DOWNSPOUT��L -)1 EC - �� 294 SgFt ATTIC n �� I ��-� �o�_�L- powNSPour OANSPOUT STORAGE �� II� �� 11F �C DOWNSPOUT 26505H 26505H 16505H FJ� I D; j I,_] j "ID,HVAC GOND, UNIT: DATE: ��7° u PROVIDE 220v ELECT. DISCONNECT WITHIN 25'. 8/9/201 6 �2020FX-��L2_020FX l��2_0_20FX Df SEE ENVIRONMENTAL SCALE: l -LD QUALITY NOTE 13. )[= ��UE30DU�CCU[ HVACCOND. UNIT SHOWN Lo ;I'[ JCL fJCI�C J J[ILI JCC VENEER 3 GOAT STUCCO: (�j ((_ INSTALLED PER GBG R5 ]�C�LJL_ - -- o V�O APPLIED OVER 2 LAYS OFGRADE DPAPER. IUJI�L,c-Iu��UUL: O)P[-1` Ct]uo�]�wUc�o[]oo�r�C�C1�n" REVIEWED PERMIT O 12 DE COMPLIANCE SHEET BUTTE COUNTY DEVEL AMEN NATURAL GR¢�j I �q UNDERLA_Y_MENT: REVIEW�AED SERVICES /���iJJ ' 016 A MINIMUM OF ONE LAYER OF NO. 1 5 Cope cc)m FOR O ASPHALT FELT, COMPLYING WITH A5TM hJJ �IgAIC� D-226 FOR TYPE 1 FELT OR OTHER DATE �� Z � Il6 I V IRB AND ASSOCIATES APPROVED MATERIALS BEHIND ALL `L TYPES OF EXTERIOR WALL FINISHES 15 - - Q REQUIRED. B---._� `Y -;s_ O COPYRIGHT 2015 TER G:\Users\Lynn\Documents\chief X 1 Plans\Cooper Residence\Cooper Residence.layout ■ ■�, r LYNN SMITH - DRAFTING OWNER: DUSTIN d CHRISTINE COOPER I'ul 1{il 199 SYCA ORE VALLEY ROAD, M (530) 558-2550 GELL CHICO. GA 95913 FMAILAPPRE55: dcoopereminaslanlaw.com .;e:•• (530) a91-0555 WORK ' (530) 514-0585 CELL L.9:NeMi*n07•AtY.N"T EMAIL ADDRESS: LynnSmlth32eATT.net O B ® ® CABINET MOUNTED: PUCK, RECTANGULAR, ROUNDED d TOE KICK LIGHTING 0 CEILING MOUNTED, DUAL SPOT, TRIPOD SPOT. b" RECESSED, HEAT LAMP, LOW ®( VOLTAGE, 2' MINI d 4' RECESSED COIN CHANDELIER, ELEGAND PENDANT, RAINDROP CHANDELIER O t SCROLL CHANDELIER BOWL PENDANT CHANDELIER, ROUND Uee PENDANT CHANDELIER, CONTEMPORARY BOWL CHANDELIER, MOROCCO PENDANT CHANDELIER, PRARIE PENDANT CHANDELIER 4 SCROLL BOWL PENDANT 0 0 CHANDELIER 000 4#00 o 0 O O 5 DOWN LIGHTS, ARTS d GRAFTS CHANDELIER, BOWL CHANDELIER, O CANDELABRA CHANDELIER, CONTEMPORARY CHANDELIER, CRAFTSMAN CHANDELIER, CRYSTAL CHANDELIER, DOVER CHANDELIER, 0 o FRANKLIN TRIPLE, RING CHANDELIER, 0 o SEASIDE CHANDELIER, SHADED p p CANDELABRA, SUSPENSION, TORCH CHANDELIER, TRACK CHANDELIER, TRIPLE CLASSIC, VINTAGE CHANDELIER, WEIGHTED CHANDELIER, WEIGHTED DOUBLE CHANDELIER„ WROUGHT IRON o CANDELABRA 4 WROUGHT IRON O CHANDELIER, 0 0 O O EMERGENCY EXIT LIGHTING d EXIT SIGNS SURFACE MOUNTED FLUORESCENT LIGHTING: 2 1 "x48" (4) TUBE FIXTURE, 24" (2) TUBE �� FIXTURE, 45"(2) TUBE FIXTURE d 96'(2) TUBE FIXTURE RECESSED FLUORESCENTS: SIMILIAR W/WIN FIXTURE. HANGING_FLUORE5GENT LIGHTING: LONG SHOP LI6HT d SHORT SHOP LIGHT OUTDOOR PATH LIGHTING: O Q a O (9@ O o U CYLINDRICAL BOLLARD, SQUARE BOLLARD, BOX LAMP, FLARE, PATH LIGHT, PATH LIGHT - W IDE BRIM, SPOT LIGHT, TULIP - SMALL d TULIP LAMP 0 ❑ OUTDOOR STREET LIGHTING: ACORN LAMP, BOX LAMP, COLONIAL 3 LAMPS, COLONIAL LAMP, FLAIR LAMP, O o GLOBE LAMP, ORNATE LAMP, ,1% Q SPHERICAL LAMP d STREET LANTERN TRACK LIGHTING: BASIC 24', BASIC 48', DUAL RAIL TRACK, GOOSENECK TRACK, RAIL TRACK, TRACK CHANDELIER 6 d TRACK LIGHTING HEAD WALL MOUNTED LIGHTING: �'''q'''q0'� VARIOUS SCONCES, SEMI -FLUSH MOUNTED ® ar �� LIGHTS, DUAL FLOOD, DUAL SPOT, GOOSENECK DOUBLE SCONCE, GOOSENECK TRIPLE SCONCE, SINGLE FLOOD t MOTION SENSOR FLOOD LIGHT BARS: 000009. g LIGHT BAR HORIZONTAL t LIGHT BAR VERTICAL, BATHROOM RECEPTACLES: I SEE NOTE 20. BATHROOM LIGHTS: _ SEE NOTE 2 1. BATHROOM _EXHAU5T FANS: 5EE NOTE 23. BUILDING VENTILATION: SEE NOTE 24. TUB OR SHOWER FIXTURES: SEE NOTE 22. TOILET ROOM: SEE NOTE 25. I LAUNDRY ROOM RECEPTACLES: SEE NOTE 16. DRYER OUTLET: ' SEE NOTE 1 7. GFCLPROTECTION ON COUNTERTOP RECEPTACLE 1 WITHIN 6' OF LAUNDRY SINK. WHOLE HOUSE VENTILATION: 1 THE LAUNDRY EXHAUST FAN TO BE I USED FOR THE WHOLE HOUSE VENTILATION REQUIREMENTS. SEE NOTE 24. �c EXTERIOR LIGHTS: SEE NOTE 30. LOCAL VENTILATION RATE SUMMARY - BATHROOMS BATHROOM FAN FLOW - 50 CFM EACH NUMBER OF BATHROOMS - 4 DUCT SIZE - 4 INCH MAX. ALLOWABLE DUCT LENGTH -'10 FT. LOCAL VENTILATION RATE SUMMARY - KITCHEN KITCHEN FAN FLOW - 180 GFM NUMBER OF KITCHENS - 1 DUCT SIZE - 8 INCH MAX. ALLOWABLE DUCT LENGTH - NO LIMIT WHOLE BUILDING VENTILATION RATE SUMMARY CONTINUOUS FAN FLOW - 5645 CFM WHOLE HOUSE FAN DUCT SIZE - 1 6 INCH MAX. ALLOWABLE_DUGT LENGTH - NO LIMIT Ofan - FAN FLOW RATE (Gfm) Afloor - CONDITIONED FLOOR AREA Nbr - NUMBER_ OF BEDROOMS (MIN 1) Ofan - (0.01 X Afloor) + (7.5 x (Nbr + 1)) Ofan - (3 1A) + 0.5 X (4+ 1)) Ofan - 3 1.9 + 31.5 Ofan - 69.4 (ROUNDED TO '70 CFM) GFCI A I 9w o 44y;��..1111' LE.D. EXHAUST FAN: 5EE NOTE 9. 9w ! LED. , /nr- 0 WH EXHAUST FAN: SEE NOTE 9. NOTE: PROVIDE ELECTRICAL STUBOUT, WATER d SEWER CONNECTION FOR FUTURE BBQ AREA. CONFIRM LOCATION WITH OWNER. 9W x9W L E.D. LED. FANONLY I EXTERIOR LIGHTS:_ I SEE NOTE 30. 911 LAMP.HOLDERS: SEE NOTE 5. 9w LED. LED. EXTERIOR RECEPTACLES: SEE NOTE 29. \, GFCI n I GFCI WP4.,1_1 GFCI 9W L.E.P. 0 LED. 9W FAN ONLY 9w LED. 9W LAMP HOLDERS: LED. SEE NOTE 5. m 9W LED. 9W LED. EXTERIOR LIGHTS:_ SEE NOTE 30, 'qW `*6 \10 LED. /1-11, 9w KITCHEN LIGHTING: LED' IF Tl• SEE NOTE 12. ISLAND OR PENINSULA: EXTERIOR LIGHTS:. SEE NOTE 1 S. Syr 911104 SEE NOTE 30. L.E.P. V. FAN W/LIGHT: 911041 SEE NOTE 7. 9W LED. LED. FAN W/LIGHT: 8 0 SEE NOTE 1. -- --- SMALL APPLIANCE CIRCUITS: O SEE NOTE 14. CS TV COUNTERTOPREGEPTACLE5: - SEE NOTE 15. LAMP HOLDERS: 9w SEE NOTE S. 8 LED 9W ED. \ 9W NOTE LED. SEE SEE NOTE 5. 9W LED. C5/N SMOKE/C.O, ALARMS: SEE NOTE 15. V. q yr LED. LED. so D D 3D 3D D D VACANCY SEETNOTOOO.-RECEPTACLE5 SENSOR �_ BATHROOM�IGHTSa_ SEE NOTE 2 1. 4W T 4 cl BATHROOM EXHAUST _FANS: LOCATION DOOR GRIME THERMOSTAT_: SEE NOTE 8. SEE NOTE 23. 2w BUILDING -VENTILATION: W LED TO WHOLE HOUSE ® .,> PIK GFCI SEE NOTE 24. 9WIP4 L.E.D. FANS ABOVE LED 0 SEE NOTE 22. TUB OR SHOWER FIXTURES:_ - SMOKEALARMS: TOILET ROOM: SEE NOTE 18. 1 18. 8. SEE NOTE 25. P o G ° LAMP_ HOLDERS: FAN W/LIGHT_: ° I SEE NOTE 7. T SEE NOTE 5. HVAC GOND,_UNITS: EO D SEE ELECTRICAL NOTE ° I SEE NOTE 32tENVIRONMENTAL ° SEE NOTE 9. c I L9EWD, QUALITY NOTE 1 1. C5RY ° ° TO ABOVE ° n I EXHAUST FAN: ° SEE NOTE 9. ° I LAMP.. HOLDERS: GFC C VACANCY ° SEE NOTE 5. SENSOR T GFCI DM OC WP 411104 LED. \LED. KER-PANEL: DE 30" WORKINI ANCE. / 9w LED. 9W LED. VACANCY GARAGE. RECEPTACLES: SENSOR SEE NOTE 26. 64Y4 RECEPTACLE_ SEPARATION: 64W 2 TUBE SEE NOTE 28. 2 TUBE GARAGE FIREWALL:_ SEE NOTE 21. SEE EV CHARGER NOTE BELOW. 9W LED - EXTERIOR LIGHTS:_ SEE NOTE 30. CHRISTMAS LIGHT REGEPTAGLE5: - SEE NOTE 3 1. EXTERIOR LIGHTS: SEE NOTE 30. i RESIDENTIAL KITCHE IGHTING WORKSHEET W$ -5R k, t SYMBOL DESCRIPTION O AV Control F-_ `�' ELECTRICAL METER, 6A5 METER, SUBPANEL, DOOR CHIME, DOOR BELL, �� -- - a THERMOSTAT, HOME ALARM J� % O d AV CONTROL E so O o 0 o GO/SMOKE, SMOKE d GO DETECTORS M ALy CEILING FANS w 43 5HEET ® 0 L luO n AUG 10 ?.01Li EXHAUST, EXHAUST NEAT LAMP, EXHAUST W/LIGHT, i� SWITCHED ® FRONT DOOR - WP/GFGI PROTECTED. OL 0 EXHAUST W/ LIGHT 4 HEAT W� U z Q LU WALL EXHAUST 4 C55 C� C5E�C6-C7� n -2y ' T GABLE, GAT 5, GATS W/ TV, GATSE, GAT6, GAT -f, Aw PHONE t TV JAGK5 AFC ^ ^ ^ WP ^ GFCI. GFI ^ (rl Qj-(D (i) QI Qj`(� QI-(D QT-j� 1P �1 O VOLT: AFGI, LOW VOLTAGE, DUPLEX, DUPLEX SPLIT WIRED, DUPLEX 1p j, WEATHERPROOF, GFCI, GFI, QUADRAPLEX, SINGLE, DUPLEX W/ SWITCH, SINGLE W/ I -I F1 SWITCH, TRIPLEX, TRIPLEX SPLIT WIRED Q19220 VOLT, THREE PHASE CD _ cw pWP R_ CP R� Q.IQ'1 (�lh'i Q�P **"*'((j DRYER, WASHER, DISHWASHER, ELECTRIC RANGE, GAS GOOKTOP, HOOD 5UMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER , ;, 383 RIO LINDO AVENUE •200,CHICO,CA 95926 (530) 592-4407 WORK W/ VENT, MICROWAVE, REFRIGERATOR, SAUNA, SA S TW TC W GD Q T(P P P(P (P STEAM, TOWEL WARMER, TRASH COMPACTOR, WHIRLPOOL d GARBAGE DISP05AL ..'- EMAIL ADDRE55: Rylande5ummltGhlco.com EMAIL ADDRESS: dcoopereminaslanlaw.com ML � OC D� 4� Ay K` L� QV 4W VW: 5WITGHE5; AUTOMATIC DOOR, 4 WAY, AUDIO CONTROL, KEY OPERATED, LOW VOLTAGE, MULTI LIGHT, OCCUPANCY RC � ` qj DM3� uj 3DM` Ty WP � yj SENSOR, REMOTE CONTROL, SINGLE POLE, SINGLE POLE W/ DIMMER, 3 WAY, 3 V Y 4 WAY DIMMER, TIMER t WEATHERPROOF �$ VACUUMOUTLET W ALL MOUNTED VACUUM VA SYSTEM O B ® ® CABINET MOUNTED: PUCK, RECTANGULAR, ROUNDED d TOE KICK LIGHTING 0 CEILING MOUNTED, DUAL SPOT, TRIPOD SPOT. b" RECESSED, HEAT LAMP, LOW ®( VOLTAGE, 2' MINI d 4' RECESSED COIN CHANDELIER, ELEGAND PENDANT, RAINDROP CHANDELIER O t SCROLL CHANDELIER BOWL PENDANT CHANDELIER, ROUND Uee PENDANT CHANDELIER, CONTEMPORARY BOWL CHANDELIER, MOROCCO PENDANT CHANDELIER, PRARIE PENDANT CHANDELIER 4 SCROLL BOWL PENDANT 0 0 CHANDELIER 000 4#00 o 0 O O 5 DOWN LIGHTS, ARTS d GRAFTS CHANDELIER, BOWL CHANDELIER, O CANDELABRA CHANDELIER, CONTEMPORARY CHANDELIER, CRAFTSMAN CHANDELIER, CRYSTAL CHANDELIER, DOVER CHANDELIER, 0 o FRANKLIN TRIPLE, RING CHANDELIER, 0 o SEASIDE CHANDELIER, SHADED p p CANDELABRA, SUSPENSION, TORCH CHANDELIER, TRACK CHANDELIER, TRIPLE CLASSIC, VINTAGE CHANDELIER, WEIGHTED CHANDELIER, WEIGHTED DOUBLE CHANDELIER„ WROUGHT IRON o CANDELABRA 4 WROUGHT IRON O CHANDELIER, 0 0 O O EMERGENCY EXIT LIGHTING d EXIT SIGNS SURFACE MOUNTED FLUORESCENT LIGHTING: 2 1 "x48" (4) TUBE FIXTURE, 24" (2) TUBE �� FIXTURE, 45"(2) TUBE FIXTURE d 96'(2) TUBE FIXTURE RECESSED FLUORESCENTS: SIMILIAR W/WIN FIXTURE. HANGING_FLUORE5GENT LIGHTING: LONG SHOP LI6HT d SHORT SHOP LIGHT OUTDOOR PATH LIGHTING: O Q a O (9@ O o U CYLINDRICAL BOLLARD, SQUARE BOLLARD, BOX LAMP, FLARE, PATH LIGHT, PATH LIGHT - W IDE BRIM, SPOT LIGHT, TULIP - SMALL d TULIP LAMP 0 ❑ OUTDOOR STREET LIGHTING: ACORN LAMP, BOX LAMP, COLONIAL 3 LAMPS, COLONIAL LAMP, FLAIR LAMP, O o GLOBE LAMP, ORNATE LAMP, ,1% Q SPHERICAL LAMP d STREET LANTERN TRACK LIGHTING: BASIC 24', BASIC 48', DUAL RAIL TRACK, GOOSENECK TRACK, RAIL TRACK, TRACK CHANDELIER 6 d TRACK LIGHTING HEAD WALL MOUNTED LIGHTING: �'''q'''q0'� VARIOUS SCONCES, SEMI -FLUSH MOUNTED ® ar �� LIGHTS, DUAL FLOOD, DUAL SPOT, GOOSENECK DOUBLE SCONCE, GOOSENECK TRIPLE SCONCE, SINGLE FLOOD t MOTION SENSOR FLOOD LIGHT BARS: 000009. g LIGHT BAR HORIZONTAL t LIGHT BAR VERTICAL, BATHROOM RECEPTACLES: I SEE NOTE 20. BATHROOM LIGHTS: _ SEE NOTE 2 1. BATHROOM _EXHAU5T FANS: 5EE NOTE 23. BUILDING VENTILATION: SEE NOTE 24. TUB OR SHOWER FIXTURES: SEE NOTE 22. TOILET ROOM: SEE NOTE 25. I LAUNDRY ROOM RECEPTACLES: SEE NOTE 16. DRYER OUTLET: ' SEE NOTE 1 7. GFCLPROTECTION ON COUNTERTOP RECEPTACLE 1 WITHIN 6' OF LAUNDRY SINK. WHOLE HOUSE VENTILATION: 1 THE LAUNDRY EXHAUST FAN TO BE I USED FOR THE WHOLE HOUSE VENTILATION REQUIREMENTS. SEE NOTE 24. �c EXTERIOR LIGHTS: SEE NOTE 30. LOCAL VENTILATION RATE SUMMARY - BATHROOMS BATHROOM FAN FLOW - 50 CFM EACH NUMBER OF BATHROOMS - 4 DUCT SIZE - 4 INCH MAX. ALLOWABLE DUCT LENGTH -'10 FT. LOCAL VENTILATION RATE SUMMARY - KITCHEN KITCHEN FAN FLOW - 180 GFM NUMBER OF KITCHENS - 1 DUCT SIZE - 8 INCH MAX. ALLOWABLE DUCT LENGTH - NO LIMIT WHOLE BUILDING VENTILATION RATE SUMMARY CONTINUOUS FAN FLOW - 5645 CFM WHOLE HOUSE FAN DUCT SIZE - 1 6 INCH MAX. ALLOWABLE_DUGT LENGTH - NO LIMIT Ofan - FAN FLOW RATE (Gfm) Afloor - CONDITIONED FLOOR AREA Nbr - NUMBER_ OF BEDROOMS (MIN 1) Ofan - (0.01 X Afloor) + (7.5 x (Nbr + 1)) Ofan - (3 1A) + 0.5 X (4+ 1)) Ofan - 3 1.9 + 31.5 Ofan - 69.4 (ROUNDED TO '70 CFM) GFCI A I 9w o 44y;��..1111' LE.D. EXHAUST FAN: 5EE NOTE 9. 9w ! LED. , /nr- 0 WH EXHAUST FAN: SEE NOTE 9. NOTE: PROVIDE ELECTRICAL STUBOUT, WATER d SEWER CONNECTION FOR FUTURE BBQ AREA. CONFIRM LOCATION WITH OWNER. 9W x9W L E.D. LED. FANONLY I EXTERIOR LIGHTS:_ I SEE NOTE 30. 911 LAMP.HOLDERS: SEE NOTE 5. 9w LED. LED. EXTERIOR RECEPTACLES: SEE NOTE 29. \, GFCI n I GFCI WP4.,1_1 GFCI 9W L.E.P. 0 LED. 9W FAN ONLY 9w LED. 9W LAMP HOLDERS: LED. SEE NOTE 5. m 9W LED. 9W LED. EXTERIOR LIGHTS:_ SEE NOTE 30, 'qW `*6 \10 LED. /1-11, 9w KITCHEN LIGHTING: LED' IF Tl• SEE NOTE 12. ISLAND OR PENINSULA: EXTERIOR LIGHTS:. SEE NOTE 1 S. Syr 911104 SEE NOTE 30. L.E.P. V. FAN W/LIGHT: 911041 SEE NOTE 7. 9W LED. LED. FAN W/LIGHT: 8 0 SEE NOTE 1. -- --- SMALL APPLIANCE CIRCUITS: O SEE NOTE 14. CS TV COUNTERTOPREGEPTACLE5: - SEE NOTE 15. LAMP HOLDERS: 9w SEE NOTE S. 8 LED 9W ED. \ 9W NOTE LED. SEE SEE NOTE 5. 9W LED. C5/N SMOKE/C.O, ALARMS: SEE NOTE 15. V. q yr LED. LED. so D D 3D 3D D D VACANCY SEETNOTOOO.-RECEPTACLE5 SENSOR �_ BATHROOM�IGHTSa_ SEE NOTE 2 1. 4W T 4 cl BATHROOM EXHAUST _FANS: LOCATION DOOR GRIME THERMOSTAT_: SEE NOTE 8. SEE NOTE 23. 2w BUILDING -VENTILATION: W LED TO WHOLE HOUSE ® .,> PIK GFCI SEE NOTE 24. 9WIP4 L.E.D. FANS ABOVE LED 0 SEE NOTE 22. TUB OR SHOWER FIXTURES:_ - SMOKEALARMS: TOILET ROOM: SEE NOTE 18. 1 18. 8. SEE NOTE 25. P o G ° LAMP_ HOLDERS: FAN W/LIGHT_: ° I SEE NOTE 7. T SEE NOTE 5. HVAC GOND,_UNITS: EO D SEE ELECTRICAL NOTE ° I SEE NOTE 32tENVIRONMENTAL ° SEE NOTE 9. c I L9EWD, QUALITY NOTE 1 1. C5RY ° ° TO ABOVE ° n I EXHAUST FAN: ° SEE NOTE 9. ° I LAMP.. HOLDERS: GFC C VACANCY ° SEE NOTE 5. SENSOR T GFCI DM OC WP 411104 LED. \LED. KER-PANEL: DE 30" WORKINI ANCE. / 9w LED. 9W LED. VACANCY GARAGE. RECEPTACLES: SENSOR SEE NOTE 26. 64Y4 RECEPTACLE_ SEPARATION: 64W 2 TUBE SEE NOTE 28. 2 TUBE GARAGE FIREWALL:_ SEE NOTE 21. SEE EV CHARGER NOTE BELOW. 9W LED - EXTERIOR LIGHTS:_ SEE NOTE 30. CHRISTMAS LIGHT REGEPTAGLE5: - SEE NOTE 3 1. EXTERIOR LIGHTS: SEE NOTE 30. i RESIDENTIAL KITCHE IGHTING WORKSHEET W$ -5R Project Title 6001=ER RE51I7E�IG Date 1/ i /201 6 Al least 50% of the total wattage of permanently installed luminaires in the kitc�irm-swst`e in liminaires that are high efficacy luminaires as defined in Table 150-C. Luminaires that are not high efficacy mus b�1ed separately. Kitchen Lighting Schedule. Provide the following information for all luminaires to be installed in kit hens. efficacy luminaires as dwrflned in Table 150-C. Luminaires that are not high efficacy must be switched separately. Luminaire Type High Efficacy Watts x Quantity High Efficacy Watts or Other Watts b" L.E.D. CAN Yes X No 13 x 0 0 4" L. F- D. CAN Yes X No 9 x 12 _ 1013 2" L-E"D. PUCK Yes X No 2 x 2 _ 4 4 BULB STRIP Yes X No 56 x 0 = 0 2 BULB STRIP Yes X No 28 x 0 = 0 UNDER GAB PUCK Yes X No 2 x 0 = O TOE KICK Yes X No 0.5 x 0 = 0 L-E.D. PENDANT Yes No 9 x 3 = 21 Yes No x = Total: 'A: 1 B ri B: 0 COMPLIES IF A > B Yes X NO NOTE: PROVIDE ELECTRICAL IN " CONDUIT TO DRIVEWAY LIGHTS t LANDSCAPING. GOONFIRM LOCATION, 9W GFCI 9W LED. FAN ONLY 9W LAMP HOLDERS: LED. SEE NOTE 5. GFCI FUTURE _HOT TUB: PROVIDE STUB AND JUNCTION BOX. CONFIRM LOCATION. ARCH D (24"x 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: WN (590) 89 1 -0588 1 9 YCAMORE VALLEY ROAD CNICO, CALIFORNIA 95919 LYNNSMITH3 219ATT.NET ENERGY GALLS BY: A0, GOLDEN BUN DESIGNS M A X ,MAX RAMIREZ s,. THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH L OM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS < Vi O O A LISTED RACEWAY SHALL BE INSTALLED TO ACCOMMODATE A DEDICATED N IOL. I VtL REVIEWED E J� % O z 0 FOR CODE COMPLIANCE NCE M ALy OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE IS MORE w 43 5HEET ELECTRIC VEHICLE (EV) CHARGERS. THE RACEWAY SHALL NOT BE LESS THAN 1 INCH INSIDE DIAMETER AND SHALL BE CONTINUOUS AT ENCLOSED, 0 L luO n AUG 10 ?.01Li w i� SWITCHED ® FRONT DOOR - WP/GFGI PROTECTED. OL 0 LAUNDRY d UTILITY ROOMS: W� U z Q LU N0 pp �Ri7 .-1 �V/ Aw ATTIC: li IU OUTLETS PER 2013 CEO ART. 2 10.1 1 (G) (2). 1"I.) DRYER OUTLET:- PROVIDE 4-104IRE RECEPTACLE FOR DRYER PER 2013 CEO. Q lu O COPYRIGHT 2015 ''1� 1313 5UMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER , ;, 383 RIO LINDO AVENUE •200,CHICO,CA 95926 (530) 592-4407 WORK G:\Users\Lynn IN I CH 15TIN hCf X7 Plans\cooper Residence\cooper Restdence.tayout OWNER: DUSTIN t CHRISTINE COOPER (530) 588-2880 CELL 3F - LAMP -HOLDERS: WP GFCI DOOR BELL I --' " < W L 1 ATION d) SEE NOTE 5. z X EXTERIOR RECEPTACLES: JD LF D, w�'. SEE NOTE 29. \ ' ` P WP EXTERIOR LIGHTS: Z 1 \ J O CHRISTMAS I,IGHSEE NOTE 30.T_REGEPTAGLES: / Q Z Q SEE NOTE 3 1. V ~ \ CHRISTMAS LIGHT._ RECEPTACLES: r H 0 ® SEE NOTE 3 1.Z Z NOTE: V W PROVIDE READILY ACCESSIBLE W Z } W JWWJ DISABILITY T CIRCUIT BREAKERS, BEDROO1�t __ tU -r ACCESSORIES AS PER GBG. DISCONNECTS,, FUSES, 5WITGHE5 < THEIR < 18.) SMOKE/CARBON'M IDEA MS: PROVIDE A HARDWIRED WITH '3 BATTERY BACKUP SMOKE t GA N MONOXIDE ALARM INSIDE BEDROOMS t NOTE:/ ADJACENT HALLWAY. 10 Y LABEL CIRCUIT BREAKERS, DISCONNECTS, SCALE: 1/4"- 1'-0" A) SMOKE d CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN FUSES, 5WITGHE5 d THEIR ACCESSORIES TO SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL -I W IDENTIFY THEIR LOCATION AND/OR�y ACTIVATE ALL OF THE ALARMS. EQUIPMENT. iM B.) FOR BEST RESULTS, USE DUAL IONIZATION d PHOTOELECTRIC SENSOR NOTE: SMOKE ALARMS. In 3: 1 9.) CLOSETS LIGHTS: PER 201 3 CEO- � � � _J COMPLY WITH CEG, ARTICLE 250 / ELECTRICAL SHALL BE _ INSTALLED PER THE 2013 G.E.G.LU REQUIREMENTS FOR GROUNDING ALL AREAS: BATHROOMS: d BONDING. 1.) REFER TO THE MANDITORY_MEASURES FOR RESIDENTIIL_LIGHTING MEASURES 20') BATHROOM. RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE LUMINARY 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE MANDATORY PER 201 3 CEO ART. 2 10.1 1 (G) (3). LIVEABLE: 'I CHRISTMAS LIGHT RECEPTACLES: 21.) BATHROOM LIGHTS: PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM 2 1 40 SgFt 1ST FLR ENERGY LIGHTING REQUIREMENTS THROUGHOUT. SEE NOTE 3 1. 2J OR PROVIDE A "MANUAL ON - AUTO OFF" OCCUPANCY LIGHT SWITCH. BRANCH CIRCUITS: PROVIDE ARG -FAULT CIRCUIT -INTERRUPTER PROTECTION 22•) LIGHT FIXTURES IN TUB OR_SHOWER ENCLOSURES: TO BE LABELED 1 O5O SgFt 2ND FLR TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP BRANCH CIRCUITS SUPPLYING "SUITABLE FOR DAMP LOCATION' PER 2015 CEO ART. 4 10.10 (A) d (D). 3 1 90 SgFt TOTAL OUTLETS. 201 3 CEO ART. 2 10.1 2 (B). 23.) BATHROOM MECHANICAL EXHAUST FANS: ARG -FAULT-_ GIRGUIT-INTERRUPTER PROTECTION: 5.) RECEPTACLES: BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP A.) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO GJkRRGE: SEE NOTE 2. RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT REGEPTAGLE5. 5EE 2013 TERMINATE OUTSIDE THE BUILDING. TAMPER-RESISTANTREGEPTAGLE5: CEO ART. 406.12. ) UNLESS FUNCTIONING A5 A COMPONENT OF A WHOLE HOUSE SEE NOTE 3. 4.) RECEPTACLE LOCATIONS: SHALL BE INSTALLED 50 THAT NO POINT B. 582 SgFt RECEPTACLE LOCATIONS: MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE 15 MORE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT SEE NOTE 4. THAN 6 -FEET FROM A RECEPTACLE. ANY WALL SPACE 2 -FEET OR MORE IN G)1CH SHALL BE HUMID STAT CONTROLS READILY SHALL BE CAPABLE OF ADJUSTMENTS GO V ERED WW. WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR _ OPENINGS SHALL HAVE A RECEPTACLE. 2015 CEO ART. 210.52 (A). BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. 5.) LAMP HOLDERS: ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT BATHROOM NOTE: FOR THE PURPOSES OF THI5 NOTE, A BATHROOM 15 A P__RTI O: WEIGHS MORE THAN b POUNDS OR EXCEEDS 1 6 INCHES IN ANY DIMENSION SHALL ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER 2013 CEO COMBINATION. SC{Ft FRONT 1100 00 S Ft REAR SECTION 3 2 514 OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT 24•) WHOLE BUILDING VENTILATION: ONE OF THE BATHROOM EXHAUST FANS, AS -10 Sq Ft CEILING (PADDLE) FANS PER 2015 CEO SECTION 514.27 (A) t (D). THE QUALIFYING WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY WITH THE 1 15 1 SgFt TOTAL 6.) WHOLE HOUSE FANS: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) FOLLOWING: WHICH CLOSE WHEN THE FAN 15 OFF. A.) A MINIMUM CFM RATING OF 75 CFM. 9 4 S Ft ATTIC Y) CEILING FANS W/LIGHT: FLOURSGENT W/ SWITCH OR INCANDESCENT W/ B 2.) BE RATED A MAXIMUM OF 1.0 SONE. D Sq Ft SWITCH G.) THE CONTROL 5WITGH MUST BE LABELED A5 THE WHOLE -BUILDING PERMIT # Fj 6 r- t ^2 STORAGE 8.) THERMOSTATS: SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. VENTILATION t FAN SHOULD OPERATE WHENEVER THE HOME 15 OCCUPIED. BU71E COON J 9.) EXHAUST FANS: PROVIDE BAGKDRAFT DAMPERS AT ALL EXHAUST FANS. 25.) TOILET ROOMS:_ INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED TY DEVELOPMENT SER DATE: 10.) PROVIDE STUB FOR LANDSCAPE LIGHTING d IRRIGATION TIMER. (CONFIRM) LIGHTING FIXTURES IN ROOMS WITH WATER CLOSETS. REVIEWED VICE 1 1.) MAIN ELECTRICAL SERVICE:- PROVIDE 200 AMP. VERIFY LOCATION OF MAIN GARAGE: G,OC V�V/[EnD FgOA�R 8/9/201 6 d SUB PANEL. 26.) GARAGE RECEPTACLES ARE REQUIRED TO BE GFI PROTECTED, E COMPLIANCE f LIA y CE SCALE: KITCHEN, PANTRY 4 DINING AREAS: 27.) GARAGE FIREWALL: PROVIDE A 24" SEPARATION BETWEEN RECEPTACLE d DATE 12.) KITCHEN LIGHTING: TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHTS 5WITGH BOXES IN THE FIREWALL. (BOXES IN SEPARATE STUD BAYS ARE SHOWN ARE TO BE HIGH EFFICACY AS DEFINED IN TABLE 150-C. ACCEPTABLE.) BYT 13.) ISLAND OR PENINSULA: PROVIDE A GFGI COUNTERTOP REGEPTAGLE AT THE 28.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPP051TE SIDES OF THE l _ END OF THE COUNTER. 2013 CEO ART. 210-52 (G) (243) AND ART. 2 10.8. OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE WILL BE s�oo no 14.) SMALL APPLIANCE CIRCUITS: PROVIDE TWO OR MORE 20 -AMPERE SMALL SEPARATED BY A HORIZONTAL DISTANCE OF NOT LE55 THAN 24. APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, EXTERIOR: BREAKFAST RO EV CHARGERS: OM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS 29.) EXTERIOR RECEPTACLES: ALL OUTDOOR RECEPTACLES SHALL BE WP/GFCI A LISTED RACEWAY SHALL BE INSTALLED TO ACCOMMODATE A DEDICATED PER 2015 GEC ART. 210.52 (B). PROTECTED. 2015 GEG ART. 2 10.8(3). 30.) OUTDOOR LIGHTING: REVIEWED E 208/240 -VOLT BRANCH CIRCUIT WHICH SHALL ORIGINATE AT THE MAIN SERVICE OR SUB PANEL AND SHALL TERMINATE INTO A LISTED CABINET, BOX 15.) COUNTERTOP RECEPTACLES IN THE KITCHEN AND DINING ROOMS SHALL BE INSTALLED AT EACH WALL COUNTER SPACE THAT 15 1 2" OR WIDER, REGEPTAGLE TO BE HIGH EFFICACY. LOW EFFICACY LIGHTING IS ALLOWED, BUT ONLY IF FIXTURES ARE CONTROLLED BY A MOTION DETECTOR t FOR CODE COMPLIANCE NCE OR OTHER ENCLOSURE TO FACILITATE THE FUTURE INSTALLATION AND USE OF OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE IS MORE ONE OF THE FOLLOWING: A.) PHOTO CONTROL; OR B.) ASTRONOMICAL TIME 5HEET ELECTRIC VEHICLE (EV) CHARGERS. THE RACEWAY SHALL NOT BE LESS THAN 1 INCH INSIDE DIAMETER AND SHALL BE CONTINUOUS AT ENCLOSED, THAN 24" MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET SPACE. 2015 CEO ART. 210-52 (C) (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP, 120 VOLT CLOCK; OR C.) ENERGY MANAGEMENT CONTROL SYSTEM (EMGS) 3 1.) CHRISTMAS LIGHTS RECEPTACLES: PROVIDE OUTLET NEAR TOP PLATE, n AUG 10 ?.01Li INACCESSIBLE, OR CONGEALED AREAS AND SPACES. THE SERVICE PANEL RECEPTACLES WILL BE 6F1 PROTECTED. SWITCHED ® FRONT DOOR - WP/GFGI PROTECTED. AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40 -AMPERE LAUNDRY d UTILITY ROOMS: 32.) HVACOONR UNIT: PROVIDE 220v ELECT. DISCONNECT IN/ 30'X30" CLEAR MINIMUM BRANCH GIRGUIT. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE". CAL6REEN SEG. 1 6.) LAUNDRY 4 UTILITY ROOM REGEPTAGLE OUTLETS: SHALL BE SUPPLIED BY AT WORKSPACE d 1 1 Ov WP GFGI PROTECTED SERVICE RECEPTACLE WITHIN 25'. SEE ENVIRONMENTAL QUALITY NOTE 1 3. pp �Ri7 4.106.4.1 LEAST ONE 20 -AMPERE BRANCH GIRGUIT. SUCH GIRGUITS SHALL HAVE NO OTHER ATTIC: AN®ASSOCIATES OUTLETS PER 2013 CEO ART. 2 10.1 1 (G) (2). 1"I.) DRYER OUTLET:- PROVIDE 4-104IRE RECEPTACLE FOR DRYER PER 2013 CEO. 33.) PROVIDE LIGHTS, SWITCHES AND RECEPTACLE FOR MAINTENANCE OF MECHANICAL EQUIPMENT LOCATED IN ATTIC. O COPYRIGHT 2015 1 MAX RAMIREZ -GOLDEN SUN DESIGN - ENERGY CALC5 0_22189 5AM50N AVENUE, CORNING, CALIFORNIA 96021 PHONE: (530) 32 1-1242 CELL EMAIL ADDRE55: 5UMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER , ;, 383 RIO LINDO AVENUE •200,CHICO,CA 95926 (530) 592-4407 WORK G:\Users\Lynn IN I CH 15TIN hCf X7 Plans\cooper Residence\cooper Restdence.tayout OWNER: DUSTIN t CHRISTINE COOPER (530) 588-2880 CELL LYNN SMITH -DRAFTING MIT 1 99 SYCAMORE VALLEY ROAD, �i 1l MaxeCadMama.00m ..'- EMAIL ADDRE55: Rylande5ummltGhlco.com EMAIL ADDRESS: dcoopereminaslanlaw.com GHIGO, GA 95973 • (530) 891-0585 WORK (530) 514-0585 CELL LY""552oATT. r EMAIL ADDRE55: Lynn5mith320ATTnet q' PLATE HEIGHT, q' PLATE HEIGHT,L TRU55E5_0 24" G/G DESIGN 4 GALGS BY OTHERS 5/8" GYP. BD. 1 /2" GYP. BD. 2"X 6" STUDS 0 1 6" G/C 4" GONGRETE SLAB GRAVEL FILL STANDING SEAM METAL ROOFING OVER 15# FELT OVER 1 /2" GDX PLYWOOD ROOF VENTILATION: OR OSB WITH Sd'S AT 6", 12' G/G. SEE ROOF PLAN d ROOF PITCH 5 / 12 VENTILATION GALGS. ATTIC 13ATT_IN5ULATION lAnSnPnEP, EnNnEnROYnnCAnLOSSnn 11111111111111111111111111111111111111 5/8" GYP. BD. 5/_4' PLYWOOD_SUBFLOOR: OVER FLOOR JO15T AT 16" c/c --------------- R-4q ------------ R_4q ATTIC INSULATION ; R-25 WALL INSULATION ; I RADIANT BARRIER ROOF SHEATHING --------------------------------- 1 6' ROOF_OVERHANG TYPICAL, U.N.O. FASCIA d GUTTER: CONNECT TO 2'X3' DOWNSPOUTS EAVES_d SOFFIT_NOTE5: EAVES SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON- COMBUSTIBLE MATERIAL IN ACCORDANCE WITH GBG. SECTION 104A.2.3 EXTERIOR DOORS: ALL EXTERIOR DOORS TO BE FIRE RE515TANT IN ACCORDANCE WITH GBG. SECTION 104A.3.2.3 EXTERIOR GLAZING; ONE PANE OF EACH WINDOW SHALL BE TEMPERED A5 PER GBG SECTION 104A.3.2.2. ALL EXTERIOR WALLS: ALL EXTERIOR WALLS SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON-COMBUSTIBLE MATERIAL IN ACCORDANCE WITH GBG. SECTION 104A.3 5TUC00 EXTERIOR: 3 GOAT FINISH UNDERLAYMENT;. A MINIMUM OF ONE LAYER OF NO. 1 5 ASPHALT FELT, COMPLYING WITH A5TM D-226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FINISHES 15 REQUIRED. 4" CONCRETE SLAB L• a{ GRAVEL FILL SF-GTION A 8 SCALE: 1/4*- 1 '-0" FOUNDATION _ DETAIL5: SEE STRUCTURAL PAGES FOR DETAILS LANDINGS: STANDING SEAM METAL-ROOFING OVER 15# FELT OVER 1/2' GDX PLYWOOD OR 055 WITH Sd'S AT 6", 12"C/c. PITCH 2 / 12 THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 1.95 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT SWING OVER THE LANDIN6. qW L.E.D. FINISHED GRADE FAN W/LIGHT; SEE NOTE 1. \ l� SMOKE/C.O. ALARMS: SEE NOTE 15. qW LED. CLOSETS: SEE NOTE 1 9. .. F toIL \ FAN W/L1GH_T_: SEE NOTE 1. J 9 D. 5MOKE/C,O. ALARMS: SEE NOTE 18. C51TV qW LED. V. 1.4 MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALGS � 22189 SAM50N AVENUE, CORNING, CALIFORNIA gb02 1 PHONE: (530) 32 1-1242 CELL �+f EMAIL ADDRE55: Max®GadMama.com TO BELOW ARG -FAULT SIRCUIT-INTERRUPTER PROT�GTION: SEE NOTE 2. TAMPER-RE515TANT RECEPTACLES; SEE NOTE 3. RECEPTACLE LOCATIONS: SEE NOTE 4. NOTE: PROVIDE READILY ACCE551BLE CAPABILITY TO CIRCUIT BREAKERS, DISCONNECTS, FUSES, SWITCHES 4 THEIR ACCE550PIES AS PER GBG. NOTE: LABEL CIRCUIT BREAKERS, DISCONNECTS, FUSES, SWITCHES 4 THEIR ACCESSORIES TO IDENTIFY THEIR LOCATION AND/OR EQUIPMENT. NOTE: COMPLY WITH GEC, ARTICLE 250 REQUIREMENTS FOR GROUNDING 4 BONDING. SCALE: 1/4"- 1'-O" 5UMMIT 5TKUGTURAL DE51GN - 51KI1Gl URAL t 383 RIO LINDO AVENUE #200, CHICO, GA 451126 (530) 5112-4401 WORK EMAIL ADDRE55: Ryland®SummitChico.com O qW `9W .ED EXHAUST -FAN: SEE NOTE q. SMOKE/G.O._ALARMS: SEE NOTE 16. FAN LIGHT: SEE NOTE 1. CI C5/TV 14 r CLOSETS: SEE NOTE 1 q. BATHROOM RECEPTACLES: SEE NOTE 20. BATHROOM FIGHTS:__ SEE NOTE 2 1. BATHROOM_ EXHAUST FANS: SEE NOTE 23. TUB OR 5HOWER FIXTURES:_ SEE NOTE 22. TOILET ROOM: SEE NOTE 25. ARCH D (24" X 36'7 WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THI5 PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: 4 (630) 84 1-0686 1 q YGAMOR@ VALLL'Y ROAD CHICO. CALIFORNIA CIS q'75 LYNNSMITH5 2*ATT.NET ENERGY GALGS BY: GOLDEN SUN O0—DE51GN5 '',,, MAX RAMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH < N Lo o Zlu LLo � 0 1 V -N ul ui ' 01 luLu (L LIJ } j Q �z O Aw OL u A w W }OL iuLL V } O° K l.u^ W U' z< V W J Wd) 13 Q Oz i L Do NN LIVEABLE: 2140 5gFt 1 ST FLR _1050 5gFt 2ND FLR 51,40 SgFt TOTAL GARAGE: 582 5gFt COVERED. PATIO• PERMIT#v 100 SgFt FRONT 1025 SgFt REAR BUTTE COUNTY DEVELOPMENT SERVICES 1 15 1 SgFt TOTAL REVIEWED FOR QCODE COMPLIANCE 2q4 SgFt ATTIC, DATE BY ��-� STORAGE DATE: 8/q/201(7 SCALE: SHOWN REVIEWED FOR CODE COMPLIANCE %Tv(o AUG 1 � 2015 OTORY SHEET TRB AND ASSOCIATES O G:\Users\Lynn\Documents\Ghlef X1 Plans\Cooper Residence\Cooper Resldence.layout OWNER: DUSTIN 4 CHRISTINE COOPER (530) 588-2880 CELL EMAIL ADDRE55: dcooperominaslanlaw.com co) a COPYRIGHT 2015 LYNN 5MITH - DRAFTING ITIT 1 q SYCAMORE VALLEY ROAD, K lil CHICO, CA -15g13 "ao. e�•ceee (530) Sq 1-0585 WORK •° ""'°�"`�""' (530) 514-0585 CELL L'riN9Mir�9 ZeATT."eT EMAIL ADDRESS: Lynn5mlth32®ATTnet 3 BATHROOM RECEPTACLES: SEE NOTE 20. LC.L.C.C.CL(1 BATHROOM LIGHTS:_ SEE NOTE 2 1. BATHROOM EXHAUST_FANS: SEE NOTE 23. FAN: TUB OR SHOWER FIXTURES: ' fFAUST. OTE q. SEE NOTE 22. a TOILET ROOM: qW �' a SEE NOTE 25. OCCUPANCY LED. o WHOLE HOUSE FAN: SENSOR x a SEE NOTE b. ICY � a R O o 0 a a a a a a a a a a a o o a a 0 a 0 0 a a a 0 0 o a a a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a a a 0 0 a T THERMOSTAT: SEE NOTE 8. _ u / qW 9 W .E. LED ry LED.'ol ® H6LE o E ry SMOKE/G.O. ALARMS: q W Y im" q W LSD_ E i SEE NOTE 1 8. LED. - IA 4d a 0 0 a a a 0 a 0 0 0 a a ❑ 0 a a a a 0 a a a a a a ❑ a a 0 a 0 a a a a 0 a a a r V. 1.4 MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALGS � 22189 SAM50N AVENUE, CORNING, CALIFORNIA gb02 1 PHONE: (530) 32 1-1242 CELL �+f EMAIL ADDRE55: Max®GadMama.com TO BELOW ARG -FAULT SIRCUIT-INTERRUPTER PROT�GTION: SEE NOTE 2. TAMPER-RE515TANT RECEPTACLES; SEE NOTE 3. RECEPTACLE LOCATIONS: SEE NOTE 4. NOTE: PROVIDE READILY ACCE551BLE CAPABILITY TO CIRCUIT BREAKERS, DISCONNECTS, FUSES, SWITCHES 4 THEIR ACCE550PIES AS PER GBG. NOTE: LABEL CIRCUIT BREAKERS, DISCONNECTS, FUSES, SWITCHES 4 THEIR ACCESSORIES TO IDENTIFY THEIR LOCATION AND/OR EQUIPMENT. NOTE: COMPLY WITH GEC, ARTICLE 250 REQUIREMENTS FOR GROUNDING 4 BONDING. SCALE: 1/4"- 1'-O" 5UMMIT 5TKUGTURAL DE51GN - 51KI1Gl URAL t 383 RIO LINDO AVENUE #200, CHICO, GA 451126 (530) 5112-4401 WORK EMAIL ADDRE55: Ryland®SummitChico.com O qW `9W .ED EXHAUST -FAN: SEE NOTE q. SMOKE/G.O._ALARMS: SEE NOTE 16. FAN LIGHT: SEE NOTE 1. CI C5/TV 14 r CLOSETS: SEE NOTE 1 q. BATHROOM RECEPTACLES: SEE NOTE 20. BATHROOM FIGHTS:__ SEE NOTE 2 1. BATHROOM_ EXHAUST FANS: SEE NOTE 23. TUB OR 5HOWER FIXTURES:_ SEE NOTE 22. TOILET ROOM: SEE NOTE 25. ARCH D (24" X 36'7 WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THI5 PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: 4 (630) 84 1-0686 1 q YGAMOR@ VALLL'Y ROAD CHICO. CALIFORNIA CIS q'75 LYNNSMITH5 2*ATT.NET ENERGY GALGS BY: GOLDEN SUN O0—DE51GN5 '',,, MAX RAMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH < N Lo o Zlu LLo � 0 1 V -N ul ui ' 01 luLu (L LIJ } j Q �z O Aw OL u A w W }OL iuLL V } O° K l.u^ W U' z< V W J Wd) 13 Q Oz i L Do NN LIVEABLE: 2140 5gFt 1 ST FLR _1050 5gFt 2ND FLR 51,40 SgFt TOTAL GARAGE: 582 5gFt COVERED. PATIO• PERMIT#v 100 SgFt FRONT 1025 SgFt REAR BUTTE COUNTY DEVELOPMENT SERVICES 1 15 1 SgFt TOTAL REVIEWED FOR QCODE COMPLIANCE 2q4 SgFt ATTIC, DATE BY ��-� STORAGE DATE: 8/q/201(7 SCALE: SHOWN REVIEWED FOR CODE COMPLIANCE %Tv(o AUG 1 � 2015 OTORY SHEET TRB AND ASSOCIATES O G:\Users\Lynn\Documents\Ghlef X1 Plans\Cooper Residence\Cooper Resldence.layout OWNER: DUSTIN 4 CHRISTINE COOPER (530) 588-2880 CELL EMAIL ADDRE55: dcooperominaslanlaw.com co) a COPYRIGHT 2015 LYNN 5MITH - DRAFTING ITIT 1 q SYCAMORE VALLEY ROAD, K lil CHICO, CA -15g13 "ao. e�•ceee (530) Sq 1-0585 WORK •° ""'°�"`�""' (530) 514-0585 CELL L'riN9Mir�9 ZeATT."eT EMAIL ADDRESS: Lynn5mlth32®ATTnet 3 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARRIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED T-0" WHERE SLAB IS UN -REINFORCED. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. 1.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS 8. ROOF FRAMING 8-1 PREFABRICATED ROOF TRUSSES: A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND CBC 2303.4. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. C) TRUSS DESIGN LOADS: TOP CHORD SNOW LOAD: 28.5 PSF TOP CHORD DEAD LOAD: 8 PSF BOTTOM CHORD DEAD LOAD 10 PSF TOTAL LOAD 46.5 PSF (40 PSF LIVE LOAD WHERE REQ'D) UPLIFT LOAD AS REQUIRED BY THE 2013 CBC D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION. F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE Ql� LZ3 ! / 1( 6 . BY T��� ABBREVIATIONS AB ANCHOR BOLT K GENERAL STRUCTURAL NOTES ADDITIONAL L 1. GENERAL 3. CONCRETE / REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUED 9. DESIGN LOADS A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: 6-4 POSTS/TRIMMERS: A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, LONG LONGITUDINAL BLDG BUILDING LSL LONG SLOTTED HOLE BLKG DIVISIONS I, II, III, AND IV U.N.O.: B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR BM CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH BOTT (B) BOTTOM MB SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE BTF CONCRETE WITH SOIL OR WEATHER EXPOSURE: MECH EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B) SEISMIC: MFR INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS CB #5 BARS AND SMALLER 1 %" MIN MINIMUM CCJ SEISMIC IMPORTANCE FACTOR: 1 MISC. REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN CIP #6 BARS AND LARGER 2" B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE CJ SEISMIC RISK CATEGORY: 2 (N) IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR CLR CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" NS TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. CMU MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.645, S1= 0.265 NSA OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE COL COLUMN NTS NOT TO SCALE CONC SEISMIC SITE CLASS: D OC DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) 6-5 WALL FRAMING: CONSTR SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.552, SD1= 0.330, Cs = 0.08 OH WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. CONT BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR OPNG OPENING CONTR SEISMIC DESIGN CATEGORY: D OVS OVERSIZE ROUND HOLE CP MORE, (80) BAR DIAMETERS U.N.O. A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING CTR BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS CTSK COUNTERSINK PL WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD DBL SEISMIC BASE SHEAR: 13.9 KIPS PLWD SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. PLCS WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE DF -L RESPONSE MODIFICATION FACTOR: R = 6.5 PP CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL DIA DIAMETER PT SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. DJ ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE P/C MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND P/T POST -TENSIONED EF EACH FACE REINF STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, EL ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". C) WIND: SC BRACING, SCAFFOLDING, ETCETERA. EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF EQ WIND SPEED: 110 MPH RECORD ES EACH SIDE C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, (E) WIND RISK CATEGORY: 2 D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN 6. FRAMING/LUMBER EXPANSION USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN SLAB -ON -GRADE WIND EXPOSURE: C EXTERIOR THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR STANDARD EW EACH WAY CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT STIFFENER INTERNAL PRESSURE COEFFICIENT: +/- 0.18 FINISH FLOOR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. 6-1 MATERIALS: FIN FINISH ICC REPORT. SQUARE COMMPONENTS AND CLADDING: 55 PSF E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND A.) SHEATHING: D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER D) LIVE LOADS: FOUNDATION ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT SYMMETRICAL 1. ROOF SHEATHING: SEE PLANS FREE OF HEART CENTER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). TOP & BOTTOM ROOF 20 PSF REDUCIBLE FACE OF STUD PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. TOP OF (PLYWOOD) 2. FLOOR SHEATHING: SEE PLANS FAR SIDE TOC TOP -OF -CONCRETE FLOOR 40 PSF FOOTING TOF TOP -OF -FOOTING 3. WALL SHEATHING: SEE PLANS E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE TOP -OF -STEEL GALV F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE TOP -OF -WALL GLB GLUE -LAM BEAM NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. E) SNOW: HOT DIPPED GALVANIZED RESPONSIBILITY OF THE CONTRACTOR OR OWNER. B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. HEADER LINO UNLESS NOTED OTHERWISE GROUND SNOW LOAD: 37 PSF HANGER (SIMPSON) VERT VERTICAL GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WORKPOINT r. r.- FLAT -ROOF SNOW LOAD: 28.5PSF INSIDE DIAMETER G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER INT GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP W/ WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN JST SNOW EXPOSURE FACTOR:: 11. W/O ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN JT IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION ACCEPTABLE ALTERNATIVE. SNOW LOAD IMPORTANCE FACTOR: 1.0 FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME THERMAL FACTOR: 1.1 THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE INSPECTION IN ACCORDANCE WITH CBC 1704.2. G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. F) GEOTECHNICAL: C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. NOT APPLICABLE. SEE NOTE SECTION 2A. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. PER PLANS AND DETAILS. METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT G) FLOOD DESIGN DATA: CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER 6-6 CONNECTIONS: NOT APPLICABLE 1 FINISHES. ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. H) SPECIAL LOADS: WHERE REQUIRED. NOT APPLICABLE 2. SITE WORK / FOUNDATIONS B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE WASHERS WHERE BEARING AGAINST WOOD. 1 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE: A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19/0, U.N.O. NOT APPLICABLE) PROVIDED). C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED 1. STUDS SHALL BE STUD GRADE OR BETTER. BEFORE CLOSING IN OR AT COMPLETION OF JOB. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER 2. ALL POSTS SHALL BE DF -L #1 U.N.O. HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. PERMIT# MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARRIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED T-0" WHERE SLAB IS UN -REINFORCED. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. 1.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS 8. ROOF FRAMING 8-1 PREFABRICATED ROOF TRUSSES: A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND CBC 2303.4. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. C) TRUSS DESIGN LOADS: TOP CHORD SNOW LOAD: 28.5 PSF TOP CHORD DEAD LOAD: 8 PSF BOTTOM CHORD DEAD LOAD 10 PSF TOTAL LOAD 46.5 PSF (40 PSF LIVE LOAD WHERE REQ'D) UPLIFT LOAD AS REQUIRED BY THE 2013 CBC D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION. F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE Ql� LZ3 ! / 1( 6 . BY T��� ABBREVIATIONS AB ANCHOR BOLT K KIPS ADD'L ADDITIONAL L ANGLE ADJ ADJACENT LLH LONG LEG HORIZ. ALT ALTERNATE LLV LONG LEG VERT. ARCH ARCHITECTURAL LONG LONGITUDINAL BLDG BUILDING LSL LONG SLOTTED HOLE BLKG BLOCKING LVL LAMINATED VENEER LUMBER BM BEAM MAX MAXIMUM BOTT (B) BOTTOM MB MACHINE BOLTS BTF BEAT TO FIT MECH MECHANICAL BTWN BETWEEN MFR MANUFACTURER CB CARRIAGE BOLTS MIN MINIMUM CCJ CONTROL JOINT MISC. MISCELLANEOUS CIP CAST -IN-PLACE CONCRETE MTL METAL CJ CONSTRUCTION JOINT (N) NEW CLR CLEAR NS NEAR SIDE CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR COL COLUMN NTS NOT TO SCALE CONC CONCRETE OC ON CENTER CONN CONNECTION OD OUTSIDE DIAMETER CONSTR CONSTRUCTION OH OPPOSITE HAND CONT CONTINUOUS OPNG OPENING CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER CTR CENTER PERP PERPENDICULAR CTSK COUNTERSINK PL PLATE DBL DOUBLE PLWD PLYWOOD DF DOUGLAS FIR PLCS PLACES DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION DIA DIAMETER PT PRESSURE TREATED DJ DOUBLE JOIST P/C PRECAST CONCRETE EA EACH P/T POST -TENSIONED EF EACH FACE REINF REINFORCEMENT EL ELEVATION (DATUM) REQ'D REQUIRED ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF EQ EQUAL RECORD ES EACH SIDE SHTG SHEATHING (E) EXISTING SIM SIMILAR EXP EXPANSION SOG SLAB -ON -GRADE EXT EXTERIOR STD STANDARD EW EACH WAY STIFF STIFFENER FF FINISH FLOOR STL STEEL FIN FINISH SQ SQUARE FJ FLOOR JOIST SS STAINLESS STEEL FLR FLOOR SWS SHEAR WALL SCHEDULE FNDN FOUNDATION SYM SYMMETRICAL FOHC FREE OF HEART CENTER T&B TOP & BOTTOM FOS FACE OF STUD TO(P) TOP OF (PLYWOOD) FS FAR SIDE TOC TOP -OF -CONCRETE FTG FOOTING TOF TOP -OF -FOOTING GA GAUGE TOS TOP -OF -STEEL GALV GALVANIZED TOW TOP -OF -WALL GLB GLUE -LAM BEAM TN TOE NAIL HDG HOT DIPPED GALVANIZED TYP TYPICAL HDR HEADER LINO UNLESS NOTED OTHERWISE HGR HANGER (SIMPSON) VERT VERTICAL HORIZ HORIZONTAL WP WORKPOINT r. r.- ID INSIDE DIAMETER WWF WELDEDFWJREtISBRIC`� INT INTERIOR W/ WITH COMPLY. JST JOIST W/O WITHOUT AUG 1 S 2016 JT JOINT QRpFESS/�N� �No. 75688' * E 6Z;011 8 JT CIV1� 8/09/16 THESE PLANS HAVE BEEN REVIEWED FCR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS oft 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com Q LIJ N 0 o Q Z LLJ UQ z 0 - LU LU Z�i > of r) W 0_ W_ 0> U o� 0 ry W C) z REVISIONS: Q1 PC#1 8/09/16 DATE: 2/09/16 SCALE: NTS DRAWN BY: RKB 1SJOB NUMBER: 16-118 SHEET: CE SIN T' WALL CONTINUES WHERE I�OCCURS PER PLAN 5 TYPICAL HANGER SCHEDULE MINIMUM DISTANCE FROM HOLDOWN CENTER OF POST CONCRETE ANCHOR SIZE TO FACE OF POST II PROVIDE GAP BETWEEN I 1.1 1°I 1 F.N. PER SHEAR SINGLE POUR TWO POUR CONDITION CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 PANELS AS REQ'D. II 11 (5) 16d +++ + + SSTB20 SSTB24 A 6" AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" II I i II II "FTF" STRAP' 20 SCREWS 8" N 6X6 1 3/8" I A I I FASTENER TYPE HDU14 6X6 1 9/16" 1"0, NOTE 2 + + + + I I I II T/TWALL SCHED. WHERE 1-1/4"0, NOTE 2 DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" 8" MEMBER SIZE SIMPSON HANGER TYPE AT SUPPORTING AT SUPPORTED 6" + + DBL 2X SOLE PLATE NAIL BLOCK AS REQ'D. j MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" II II DBL 2X ^ MEMBER SPACING PER SHEAR WALL SCHEDULE, MEMBER I I II I COMPRESSION POST AS REQ'D MUDSILL 12d ® 5" O.C. 8d 0 4" O.C. OTHERWISE 16d AT 8" SOLE PLATE NAIL MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO SHEAR PLY PER HD SCHED:- AB O 1 -3 O.C. PROVIDE SIMPSON RPS22 I I I O.C., TYP PER SHEAR WALL - PER SHEAR Q2X MUDSILL12d STRAP AT EACH PLATE,� (2) MIN PER NOTCHl ;l Y f 1 /2" TOP PLATE PER 9/SD1 MIN DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 16" MAX STUD I I SPACING I I 2X4/2X6/2X8/ LUS24/LUS26/LUS28/ 10d 1 10d PARTIAL PLAN AT TOP PLATE CORNER AND TEE Q 11 I WALL SCHEDULE II IIAll 2X10/2X12 LUS210AUS210 A35 AT V-0" O.C. 640 II I I 1A I it II II --t1-- LL---°--il- II I°I A IA IL RBC AT 8 O.C. --� SILL PLATE AND AB SIZE/SPACING PER SCHED. DBL 2X TOP PLATE ST126 STRAP, U.N.O., 12 MAX 4'-0" MAX AT (3) STORY AND TALLER " DBL 2X6/DBL 2X8/ HUS26-2TF/HUS28-2TF/ 16d 16d PER DETAIL BELOW --,,,CENTERED ON DISCONTINUITY 5" MIN 6'-0"MAX AT 1 AND 2 STORY PT DF -L DBL 2X10/DBL 2X12 HUS210-2TF/HUS212-2 2.) PROVIDE A36 THREADED ROD WITH 2'-4" EMBED IN CONCRETE AND DOUBLE NUT WITH (SEE SHEAR WALL SCHED.) SILL 4X8/4X10/012 HU48TF/HU410TF/HU412TF 16d 10d ( CORNER WHERE OCCURS -,,I 1/2" THICK X 3" SQUARE PLATE WASHER AT BOTTOM OF EMBEDDED END. ��II� TOP PLATE PER 9/SD1 (5) 16d NAILS AT I II L1 O PLATE WASHER I 7 MIN ti� 3" X 3" X .229", TYP 6X8/6X10/6X12/ HU68TF HU610TF HU612TF / 16d 16d STUD DIRECTLY UNDER SPLICE, TYP. LAPPED CORNERS, TYP1. 3.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. PIPE AS OCCURS MASA/MASAP ANCHOR OPTION PER NOTE 4 12" PLY AND NAILING MAX. 4.) TYPICAL TOP PLATE DISCONTINUITY11 FRAMING PER PER PLAN TJI/BCI ITS 10d NOT REQ'D PLAN WHERE OCCURS 5.) THICKEN FOOTING PER 5/SD2 WHERE REQUIRED. CONSENT FROM THE ENGINEER OF RECORD.. CORNER WHERE OCCURS TYPICAL TOP PLATE NOTCH DETAIL 11 TYPICAL RIM/BLOCK NAILING DETAIL g TYPICAL 2 -STORY SHEAR WALL ELEVATION_'_s TYPICAL HOLDOWN SCHEDULE F2 NO SCALE �Dl NO SCALE LS D 1 NO SCALE �Dl 1 /2" DIA AB WITH NO SCALE I 3 S D 1 (5) 16d AT CORNER OR INTERSECTING WALL SECOND LEVEL WHERE PERMIT # ` TOP PLATE PER 9/SD1 CORNER WHERE OCCURS 2" HOOK, TYP FNDN PER PLAN BUTTE COUNTY DEVELOPMENT SEnVICES LVL/PSL HGLTV 16d 16d " 16d SINKERS AT 16 O.C. 4 -0 MIN. LAP LENGTH TYP » 16d SINKERS AT 16 O.C. _ OCCURS PER PLAN (5) 16d NAILS AT IANCE (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES GENERAL NOTES: GLU-LAM HGLTV 16d 16d (12) MIN. BETWEEN SPLICES 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. COMPRESSION POST AS REQ'D PER STRAP SCHED. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. STUD DIRECTLY UNDER SPLICE, TYP. DBL 2X , TOP PLATE 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH ANCHOR BOLTS. 10d=0.148" DIA. X 3" LENGTH, INTERSECTING WALL OR CORNER WHERE OCCURS 10d X 1 1/2"=0.148" DIA. X 1 1/2" LENGTH TYPICALTOP PLATE SPLICE 3X STUD WHERE REQ'D 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION SOLE PLATE FASTENINGFACE PER SHEAR WALL SCHED. OF SHEATHING. APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. PER SHEAR WALL SCHED. 2 TYPICAL SIMPSON HANGER SCHEDULE 12 TYPICAL TOP PLATE SPLICE DETAIL F9 sD4 TYPICAL FNDN ANCHOR BOLT DETAIL3 F NO SCALENO �Dl SCALE �Dl TOP PLATE I NO SCALE L�D 1 PER _ 9/SD1 I I 2 1/2- MAX. DEPTH FOR 2X4 PLATE 3 1/2" MAX. DEPTH FOR 2X6 PLATE - --TT-- - -�r-- 5 1/2- MAX MINIMUM DISTANCE FROM HOLDOWN CENTER OF POST CONCRETE ANCHOR SIZE TO FACE OF POST II PROVIDE GAP BETWEEN I 1.1 1°I 1 F.N. PER SHEAR SINGLE POUR TWO POUR CONDITION CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 PANELS AS REQ'D. II 11 WALL SCHED. DBL 2X 1 5/16" SSTB20 SSTB24 A 6" BY MFR., 1/8" MIN. II I i II II "FTF" STRAP' 20 SCREWS 8" N 6X6 1 3/8" I A I I E.N. PER SHEAR PER PLAN HDU14 6X6 1 9/16" 1"0, NOTE 2 36 SCREWS I I I I II T/TWALL SCHED. WHERE 1-1/4"0, NOTE 2 (5) 1-0 8" STHD8/RJ DBL 2X OCCURS 6" A DBL 2X SOLE PLATE NAIL BLOCK AS REQ'D. j LI I°I I II II DBL 2X ^ r (38) 16d SPACING PER SHEAR WALL SCHEDULE, AT ALL EDGES, TYP. �- I I II I COMPRESSION POST AS REQ'D MUDSILL 12d ® 5" O.C. 8d 0 4" O.C. OTHERWISE 16d AT 8" SOLE PLATE NAIL II SHEAR PLY PER HD SCHED:- AB O 1 -3 O.C. PROVIDE SIMPSON RPS22 I I I O.C., TYP PER SHEAR WALL - PER SHEAR Q2X MUDSILL12d STRAP AT EACH PLATE,� (2) MIN PER NOTCHl ;l Y f 1 /2" TOP PLATE PER 9/SD1 MIN SCHEDULE, TYP 16" MAX STUD I I SPACING I I WALL SCHED . I �! I I I I I II II A.B. SIZE AND I1.) - - - �' - -LlI°I I I i i i I SPACING PER 1/2- MIN - _ _ _ _/ - -♦ -I----USE 3X STUD AT SCHED. FT / BOTTOM I) I ABUTTING PANEL I (°I EDGES WHERE HD HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON HOLDOWN MODEL NUMBER MINIMUM DISTANCE FROM HOLDOWN CENTER OF POST CONCRETE ANCHOR SIZE TO FACE OF POST CONCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR TWO POUR CONDITION CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" HDU8 6X6 1 3/8" SSTB28 SST834 20 SCREWS 8" HDU11 6X6 1 3/8" 1"0, NOTE 2 30 SCREWS 8" HDU14 6X6 1 9/16" 1"0, NOTE 2 36 SCREWS 8" HD19 6X6 2 1/8- 1-1/4"0, NOTE 2 (5) 1-0 8" STHD8/RJ DBL 2X (24) 16d 6" STHD10/RJ DBL 2X GENERAL (28) 16d 6" STHD14/RJ DBL 2X SCHEDULE r (38) 16d 6" „ 2 8 1 NOTCHING AND BORING PERMITTED IN THIS REGION 4 Ls/3 Ls ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE © O UP TO 18'-0" (2) 2X6/2X8 A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS RIM BELOW PER PLAN BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® PLATE PER SILL PLATE SIZE STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. II I I I REQ'D PER SHEAR I SCHEDULE -1 ° PER 2 3/16" i!:0 1� f:ii 3 1/4- AND SPACING AND SPACING AND SPACING I II II I EN PER SHEAR I 2X MUDSILL 12d ® 7" O.C. 8d ® 6" O.C. 1 1/2" WALL FRAMINGPLAN 260 6 AB 0 3 -9 O.C. AS REQ'D I I°I 11 II PER SCHED. LI WALL i SCHED. I COMPRESSIONII POST AS REQ'D PER HOLDOWN GENERAL NOTES: - PER SHEAR SCHEDULE I I RBC AT V-2" O.C.E38 MAX, TYP. PER PLAN, TYP MUDSILL 12d ® 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. II STUD I°I II I I I°I 1°I II II I II II 4 AB O 1 -3 O.C. I I I I I I I k I I°I I�-USEI 3X STUD AT I I I HOEDOWN Q2X MUDSILL12d HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. II II 1°I ABUTTING PANEL EDGES WHERE I PER SCHEDULE 490 I I1.) 1 REQ'D PER SHEAR RBC AT 10" O.C. Q 11 I WALL SCHEDULE II IIAll I 8d ® 12" O.C. A35 AT V-0" O.C. 640 II I I 1A I it II II --t1-- LL---°--il- II I°I A IA IL RBC AT 8 O.C. --� SILL PLATE AND AB SIZE/SPACING PER SCHED. 12" 2.) PROVIDE A36 THREADED ROD WITH 2'-4" EMBED IN CONCRETE AND DOUBLE NUT WITH ( 1/2" THICK X 3" SQUARE PLATE WASHER AT BOTTOM OF EMBEDDED END. o 3.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. PIPE AS OCCURS 12" PLY AND NAILING MAX. 4.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL FRAMING PER PER PLAN FOUNDATION PER PLAN I PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN PLAN WHERE OCCURS 5.) THICKEN FOOTING PER 5/SD2 WHERE REQUIRED. CONSENT FROM THE ENGINEER OF RECORD.. CORNER WHERE OCCURS TYPICAL TOP PLATE NOTCH DETAIL 11 TYPICAL RIM/BLOCK NAILING DETAIL g TYPICAL 2 -STORY SHEAR WALL ELEVATION_'_s TYPICAL HOLDOWN SCHEDULE F2 NO SCALE �Dl NO SCALE LS D 1 NO SCALE �Dl NO SCALE I 3 S D 1 PERMIT # ` TOP PLATE PER 9/SD1 CORNER WHERE OCCURS BUTTE COUNTY DEVELOPMENT SEnVICES REVIEWED FOR (5) 16d NAILS AT IANCE „ 2 8 1 NOTCHING AND BORING PERMITTED IN THIS REGION 4 Ls/3 Ls TOP PLATE PER 9/SD1 LAPPED CORNERS, TYP CODE COMPL DPROVIDE A PANELS MFR, 1/8- 3 B F BLOCK AT ALL -I` B C STRUCTURAL WALL STUD NON-STRUCTURAL WALL STUD E C FLOORISED �Mj Eosr F BLOCKII 0 CURS POSTS AN 16" MAX STUD WIDTH NOTCHING BORING SILL PLATE MULTIPLE SPACING SIZE AND AB NOMINAL ACTUAL 25% 40% 40% 60% STUDS TO SPACING PER 4" 3 1/2- 7/8" 1 3/8" 1 3/8" 2 1/16- FNDN 3/SD1, OR NAILING il PER 8/SD1 ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE © O UP TO 18'-0" (2) 2X6/2X8 A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS O BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED ® STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. 6" 11 11 1 3/8" 2 3/16" i!:0 1� f:ii TOP PLATE PER 9/SD1 LAPPED CORNERS, TYP CODE COMPL DPROVIDE A PANELS MFR, 1/8- 3 B F BLOCK AT ALL -I` B C STRUCTURAL WALL STUD NON-STRUCTURAL WALL STUD E C FLOORISED �Mj Eosr F BLOCKII 0 CURS POSTS AN 16" MAX STUD WIDTH NOTCHING BORING SILL PLATE MULTIPLE SPACING SIZE AND AB NOMINAL ACTUAL 25% 40% 40% 60% STUDS TO SPACING PER 4" 3 1/2- 7/8" 1 3/8" 1 3/8" 2 1/16- FNDN 3/SD1, OR NAILING il PER 8/SD1 NOTES: 1.) STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 25% 2. NON-STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 40% 3. STRUCTUAL WALL STUDS SHALL NOT BE BORED GREATER THAN 40% 4. NON-STRUCTURAL WALLS MAY BE BORED UP TO 60% WHERE STUDS ARE DOUBLED AND NOT MORE THAN (2) SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED. 5.) BORED HOLES SHALL BE AT CENTERLINE OF STUD WITH GREATER THAN 5/8" OF MATERIAL FROM STUD EDGE TO HOLE EDGE. 6.) NOTCHES AND BORED HOLES SHALL NOT OCCUR AT THE SAME SECTION. TYPICAL WALL FRAMING PENETRATIONS 10 NO SCALE �Dl STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE UP TO 18'-0" (2) 2X6/2X8 A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED ® STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. 6" 5 1/2- 1 3/8" 2 3/16" 2 3/16" 3 1/4- NOTES: 1.) STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 25% 2. NON-STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 40% 3. STRUCTUAL WALL STUDS SHALL NOT BE BORED GREATER THAN 40% 4. NON-STRUCTURAL WALLS MAY BE BORED UP TO 60% WHERE STUDS ARE DOUBLED AND NOT MORE THAN (2) SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED. 5.) BORED HOLES SHALL BE AT CENTERLINE OF STUD WITH GREATER THAN 5/8" OF MATERIAL FROM STUD EDGE TO HOLE EDGE. 6.) NOTCHES AND BORED HOLES SHALL NOT OCCUR AT THE SAME SECTION. TYPICAL WALL FRAMING PENETRATIONS 10 NO SCALE �Dl STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE UP TO 18'-0" (2) 2X6/2X8 A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED ® STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS 2X6/2X8 WALL OPENING SCHEDULE OPENING WIDTH TRIMMER/S KING STUD/S UP TO 4'-0" (1) 2X6/2X8 (1) 2X6/2X8 UP TO 8'-0" (2) 2X6/2X8 (2) 2X6/2X8 UP TO 18'-0" (2) 2X6/2X8 (3) 2X6/2X8 AS " STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM SHEAR WALL LEGEND N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" GAP BETWEEN REQ'D BY I I I I°I I°I I II II p II II II FIELD NAIL PER SHEAR WALL SCHED. NAIL SIZE NAIL SIZE NAIL SIZE MIN I I°I I I II II ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING I II II I EN PER SHEAR 2X MUDSILL 12d ® 7" O.C. 8d ® 6" O.C. I I I I TWALL SCHED. 260 6 AB 0 3 -9 O.C. AS REQ'D I I°I 11 II RBC AT 1 -8 O.C. EDGES, TYP LIL,I I I I I I I I I I I SHEAR PLY COMPRESSIONII POST AS REQ'D PER HOLDOWN " 8d ® 12 O.C. A35 AT V-8" O.C. - PER SHEAR SCHEDULE RBC AT V-2" O.C.E38 I WALL SCHED. MUDSILL 12d ® 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. II STUD I°I II I I I°I 1°I II II I II II 4 AB O 1 -3 O.C. I °I I�-USEI 3X STUD AT I I I HOEDOWN Q2X MUDSILL12d ®4 O.C.d II II 1°I ABUTTING PANEL EDGES WHERE I PER SCHEDULE 490 3 AB 0 V-0" O.C. 1 REQ'D PER SHEAR RBC AT 10" O.C. Q 11 I WALL SCHEDULE II IIAll I 8d ® 12" O.C. A35 AT V-0" O.C. 640 II I I 1A I it II II --t1-- LL---°--il- II I°I A IA RBC AT 8 O.C. --� SILL PLATE AND AB SIZE/SPACING PER SCHED. 12" DATE -1 ( Z / I b BY--LE:K�P.- GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPOTTING WALL ELEMENTS. SEE DETAIL 8/SD1 FOR MORE INFO. 4.) AT SHEAR WALL TYPES "4", "3", AND 02" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND FOUNDATION PER PLAN MAX. STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS 7 TYPICAL STUD WALL ELEVATION 7 TYPICAL SHEAR WALL ELEVATION 4 TYPICAL SHEAR WALL St: CHEDULE e= cuuQry IAWE NO SCALE S D 1 NO SCALE S D 1 NO SCALE A(1G ± ?(1: S D 1 0 F ES S D R N K. E 9lF�L --A 2 LLJNO. 75688' m * E . 6/ 0/18 gTFOF CALF OR 8/09/16 THESE PLANS HAVE BEEN REVIEWED FCR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W Q U QW (/') J o QW 0C UQ z� W :D 0U3 j W W a. W_ 0 � LL C) O J J � Q Q W U z REVISIONS: Q1 PC#1 8/09/16 DATE: 2/09/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-118 SHEET: SDI STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM SHEAR WALL LEGEND N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CUP SPACING (PLF) 2X MUDSILL 12d ® 7" O.C. 8d ® 6" O.C. 8d ® 12" O.C. A35 AT 2'-8M O.C. 260 6 AB 0 3 -9 O.C. RBC AT 1 -8 O.C. 2X MUDSILL" 12d ®5 O.C. 8d ®4 O.C. " 8d ® 12 O.C. A35 AT V-8" O.C. 4* AB ® 2'-9" O.C. RBC AT V-2" O.C.E38 Q2X MUDSILL 12d ® 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. A35 AT 1 �-8» O.C. 4 AB O 1 -3 O.C. RBC AT 1 -0 O.C. Q2X MUDSILL12d ®4 O.C.d ®3" O.C.d ®12 " O.C. A35 AT V-5" O.C. 490 3 AB 0 V-0" O.C. . . RBC AT 10" O.C. Q 3X MUDSILL 12d 0 3" O.C. 8d ® 2" O.C. 8d ® 12" O.C. A35 AT V-0" O.C. 640 2 AB ® -9 O.C. 1 RBC AT 8 O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPOTTING WALL ELEMENTS. SEE DETAIL 8/SD1 FOR MORE INFO. 4.) AT SHEAR WALL TYPES "4", "3", AND 02" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND FOUNDATION PER PLAN MAX. STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS 7 TYPICAL STUD WALL ELEVATION 7 TYPICAL SHEAR WALL ELEVATION 4 TYPICAL SHEAR WALL St: CHEDULE e= cuuQry IAWE NO SCALE S D 1 NO SCALE S D 1 NO SCALE A(1G ± ?(1: S D 1 0 F ES S D R N K. E 9lF�L --A 2 LLJNO. 75688' m * E . 6/ 0/18 gTFOF CALF OR 8/09/16 THESE PLANS HAVE BEEN REVIEWED FCR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W Q U QW (/') J o QW 0C UQ z� W :D 0U3 j W W a. W_ 0 � LL C) O J J � Q Q W U z REVISIONS: Q1 PC#1 8/09/16 DATE: 2/09/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-118 SHEET: SDI FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING!" LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131') for wall sheathing are permitted to be common, box or casing. 1'-6" 1'-6" 3 - 3' X 0.131" NAILS TOE NAIL 2'-0" 2'-0" 3 - 3' 14 GA. STAPLES F2.5 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") F3 3'-0" 3'-0" 2 - 3' X 0.131" NAILS TOE NAIL EACH END 3'-6" 3'-6" 2 - 3" 14 GA. STAPLES F4 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2" X 0.131') FACE NAIL 4. WADER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131') FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162') BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2' X 0.135') AT 16" O.C. 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLES AT 12" O.C. SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2' X 0.135') AT 16" O.C. 4 - 3" X 0.131' NAILS AT 16' O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3" 14 GA. STAPLES PER 16" 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") 4 - 3" X 0.131" NAILS AT 8' O.C. TOE NAIL for 25/32 sheathing. Panel supports at 16 Inches (20 inches If strength axis in the long direction of the panel, unless otherwise 3 - 3" 14 GA. STAPLES AT 12" O.C. 2 - 16d COMMON (3 1/2" X 0.162") END NAIL 3-3"X0.131"NAILS 3 - 3" 14 GA. STAPLES 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24' O.C. 3" X 0.131" NAIL AT 8" O.C. FACE NAIL 3' 14 GA. STAPLE AT 8' O.C. 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. 3' X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLE AT 12" O.C. 12" WIDE X 12" THICK FOOTING #4 TOP AND BOTTOM DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162") LAP SPLICE 3" CLR 12 - 3" X 0.131" NAILS TYPICAL FASTENING SCHEDULE 12 - 3" 14 GA. STAPLES STAIR TO FOUNDATION DETAIL 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131") NO SCALE SD2 3-3"X0.131"NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131') AT 6" O.C. 3" X 0.131' NAIL AT 6' O.C. TOE NAIL 3' 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162") 3-3"X0.131'NAILS FACE NAIL 3 - 3' 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2' X 0.162") 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3' 14 GA. STAPLES 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.162') MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131' NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131') 2 - 3' X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 21. 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131') FACE NAIL 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131') FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162") 24" O.C. 3" X 0.131" NAILS 16' O.C. 3" 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4' X 0.192") AT 32' O.C. FACE NAIL AT TOP AND 3" X 0.131" NAILS AT 24' O.C. BOTTOMSTAGGERED ON 3" 14 GA. STAPLES AT 24' O.C. OPPOSITE ENDS 2 - 20d COMMON (4" X 0.192") FACE NAIL AT ENDS AND 3 - 3" X 0.131" NAILS AT EACH SPLICE 3 - 3' 14 GA. STAPLES 25. 2" PLANKS 16d COMMON (3 1/2" X 0.162") AT EACH BEARING 26. COLLAR TIE TO RAFTER 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS TOE NAIL 4 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3' 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3-3"X0.131"NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3-3"X0.131"NAILS 3 - 3" 14 GA. STAPLES 29. JOIST TO BAND JOIST - 3 - 16d COMMON (3 1/2" X 0.162") 4-3"X0.131"NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2' X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD" 1/2" AND LESS 60 SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8" X 0.113" NAIL" 19/32' TO 3/4" 8d OR 6d• 23/8"X0.113'NAIL! 7/8" TO 1" 8d• SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYM ENT R 8d' BTO FRAMING) 3/4- AND LESS 6d' dOcf ' 7/8" TO 1' 8d• 1 1/8- TO 1 1/4- 10d' OR 8d- 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d' 5/8' 8d' 33. FIBERBOARD SHEATHING' 1/2" No. 11 GAGE ROOFING NAIL" 6d COMMON NAIL (2" X 0.113') No. 16 GAGE STAPLE' 25/32" No. 11 GAGE ROOFING NAIL' 8d COMMON NAIL (2 1/2" X 0.131") No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 4d' 3/8' 6d" CURB PER ARCH.` JOINT 1/8- MIN 2 4 FLOOR PLY AND 6CONTINUOUS NAILING PER PLAN SEE PLAN 1" DEEP MIN SLAB EDGE E.N. _ _ I=III 1 =III=III 2X TREADS - III =11 1 III (1) #4 CONT. #3 AT 12" O.C. IIIII o GRADE NATURAL LSSU28 HGR., OR SEE JOIST PER PLAN (2) A35 CLIPS NOTE 3 PROVIDE 3/4" CHAMFER i EACH STRINGER WHERE WALL ABOVE DIMENSIONS PER DOES NOT OCCUR, TYP 3/4" PLYWOOD RISERS WITH ARCH 2 16d RINGSHANK NAILS DIMENSIONS \ AT EACH STAIR STRINGER MECH. PAD #4 CONT PER ARCH HGR PER OR CURB ' #4x4'-0" 1'-0" TYP AT JOISTS r AT 1'-6" O.C. NOTE 3 ALL NON -SHEAR WALLS AND BEAM PER PLAN, OR WALL BELOW WHERE OCCURS - 2X STRINGERS 12" O.C. MAX UNSUPPORTED SPAN = 7'-6' WALL FRAMING PER PLAN WHERE OCCURS NON-BEARING WALLS TO HAVE HILTI X-CP72 SHOT PINS PER ICC ESR -2379 AT 24" O.C.\ _ PT SILL PLATE #3 AT /+ 1111111 III =1111 I II11= = IIII I II 12" O.C. 1. -on '.. 2x4x2'-0 KEY TYP. SLAB #3 AT V-6" O.C. AT 3'-0" O.C. CONSTRUCTION REINFORCING 1,-0" JOINT PER PLAN NOTES: CONCRETE 1. PREPARE SUBGRADE PER SOILS REPORT IF APPLICABLE. SLAB -ON -GRADE 2. SEE PLAN FOR RECOMMENDED SLAB REINFORCING. PER PLAN 3. MAY REDUCE DIMENSION TO 6" IF WALL ABOVE DOES NOT OCCUR. 4. GENERAL CONTRACTOR SHALL PROVIDE CONTROL AND CONSTRUCTION JOINT LAYOUT PLAN FOR ENGINEER'S REVIEW PRIOR TO CONCRETE PLACEMENT. STAIR DETAIL 9 TYPICAL SLAB -ON -GRADE DETAILS 6 TYPICAL NON-BEARING WALL DETAIL 1 3 NO SCALE SD2 NO SCALESD2 NO SCALE L�D2 SHEAR PLY AND NAILING PER PLAN EN A STRAP AND COMP POST PER SCHEID IN SHEAR PLY AND NAILING PER PLAN .SSTR PFR PI AN_ "I A WALL FRAMING PER PLAN, TYP N I II I "I NAILS STRINGERATO NK I I ,�3/4" PLYWOOD 2X4 AT EACH STUD �`�. \ I RISERS WITH (2) 16d RINGSHANK NAILS AT EACH I.I 2X STRINGERS 12" O.0 STAIR STRINGER MAX UNSUPPORTED SPAN = 7'-6" V� REINFORCI� 3" MI c STRAP PARTIAL PLAN SHEAR PLY AND NAILING PER PLJ HOLDOWN AND PER SCHEDULE P. �S 3`( PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCEEN SHEAR PLY AND DATE 2 3 BY�� NAILING PER PLAN 16" MIN HOLDOWN PARTIAL PLAN TYPICAL STAIR DETAIL 8 TYPICAL THICKENED FOOTING AT SSTB 5 TYPICAL CORNER HOLDOWN/STRAP DETAIL I 2 NO SCALE S D 2 NO SCALE S D 2 NO SCALE �D2 STRAP NOTE: CORROSION PROTECTION BY OTHERS. THICKNESS SHEAR PLY AND 2X4 BLK'G • • . • NAILING PER PLAN 2X TREADS BY OTHERS 1X RISERS BY OTHERS WITH ,,---'(2) 16d RINGSHANK NAILS AT EACH STAIR STRINGER 2X STRINGERS 12" O.C. MAX \ UNSUPPORTED SPAN = 7'-6" r 2X4 P T DF CONT WITH 3/8" DIA SLAB -ON -GRADE a. Common or Dox naus are perrmcceu w we uavu --FL ene,c ..„o,w,�o o. .o.. b. Nails spaced at 6 inches on center at edges, 12 Inches at intermediate supports except 6 inches at supports where spans are EXPANCHOR AT EACH STRINGER PER PLAN AS 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails . OCCURS for wall sheathing are permitted to be common, box or casing. 1'-6" 1'-6" 12" c. Common or deformed shank (6d - 2' x 0.113'; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" d. Common (6d - 2" x 0.113% 8d - 2 1/2" x 0.131"; 10d - 3' x 0.148") F3 3'-0" 3'-0" 12" e. Deformed shank (6d - 2' x 0.113'; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") f. Corrosion -resistant siding (6d - 1 7/8' x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099'; 8d - 2 1/2" x 0.113") 3'-6" 3'-6" 12" F4 non g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as Intermediate for 12" 00. 000, oho. opo.�o Q U,0.o .O .o o . 0 0 ,• o 01�6 o. structural sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at supports po o� p0 �po �0. ,O0O D0. O 000. OO �O. O �o. Q o nonstructural applications. h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch length for 25/32 sheathing. i. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 inch sheathing and 1 1/2 inch length for 25/32 sheathing. Panel supports at 16 Inches (20 inches If strength axis in the long direction of the panel, unless otherwise marked). 1 Casing (1 1/2" x 0.080') or finish (1 1/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. 1. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. 12" WIDE X 12" THICK FOOTING #4 TOP AND BOTTOM m. Staples shall have a minimum crown width of 7/16 inch. MIN AT STRINGERS n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches 3" CLR on center at edges, 6 inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. TYPICAL FASTENING SCHEDULE 10 STAIR TO FOUNDATION DETAIL 7 NO SCALE �D2 NO SCALE SD2 3" CL 3" 3" C FTG TYPE PER PI E.N. A TOP PLATE PER 9/SDi HEADER N KING STUDS PER PLAN # MAY VARY FORCE WITH #4 i" O.C. E.W. --E.N. PLY AT SOLID BLOCK TYP. BLK'G/HDR 11 1 2 OPENING OPENING WIDTH 1/2 OPENING HT. MIN. TO END HT. MIN. TO EN A OF SHEAR WALLTRIMMERS MAY VARY OF SHEAR WALL N CS16 STRAP X (8 -0" + OPENING WIDTH) LONG ABOVE AND BELOW z I°I I ► I OPENING WITH 10d NAILS AT 2 1/16" II II II SHEAR PLY O.C. CENTERD ON OPENING. B AT CORN RSEWH RE THEY OCCUR. ao IAP W`I LI LI AND NAILING PER PLAN PROVIDE CONTINUOUS STRAP OVER I) I I I I MULTIPLE WINDOWS WHERE OCCURS -17il ° -I.r - = -I I- --E.N. PLY AT II I.I II II BLK'G/SILL 1 I`I LI II I`I II LI II. A IJ I.I BOTTOM PLATE I I I I I I LI N I I I I I°I LI I I°ITYP I°I I°I 11---H --I,--u---Il- PROVIDE GAP BETWEEN PANELS E.N. PLY AT KING STUD AS REQ'D. BY MFR., 1/8" MIN. TYPICAL SPREAD FOOTING SCHEDULE 4 TYPICAL OPENING STRAPPING DETi4LLIEWED 1 NO SCALE SD2 NO SCALE f (, _.1PLIANSD2 _j , WESS/0N9 K. Z rNo. 75688r7l * E . 6/ 0/18 JJ C/ V\\, gTFOF CAO 8/09/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W Q U cli s� QW pC UQ W � W �> W OC U or -0 DW 12 W O }- U� LL O J � W z U REVISIONS: Al PC#1 8/09/16 DATE: 2/09/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-118 SHEET: SD2 FOOTING SCHEDULE FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 1'-6" 1'-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" F3.5 3'-6" 3'-6" 12" F4 4'-0" 4'-0" 12" PROVIDE CONTINUOUS STRAP OVER I) I I I I MULTIPLE WINDOWS WHERE OCCURS -17il ° -I.r - = -I I- --E.N. PLY AT II I.I II II BLK'G/SILL 1 I`I LI II I`I II LI II. A IJ I.I BOTTOM PLATE I I I I I I LI N I I I I I°I LI I I°ITYP I°I I°I 11---H --I,--u---Il- PROVIDE GAP BETWEEN PANELS E.N. PLY AT KING STUD AS REQ'D. BY MFR., 1/8" MIN. TYPICAL SPREAD FOOTING SCHEDULE 4 TYPICAL OPENING STRAPPING DETi4LLIEWED 1 NO SCALE SD2 NO SCALE f (, _.1PLIANSD2 _j , WESS/0N9 K. Z rNo. 75688r7l * E . 6/ 0/18 JJ C/ V\\, gTFOF CAO 8/09/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W Q U cli s� QW pC UQ W � W �> W OC U or -0 DW 12 W O }- U� LL O J � W z U REVISIONS: Al PC#1 8/09/16 DATE: 2/09/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-118 SHEET: SD2 WALL FRAMING PER PLAN WATERPROOFING AND 1/2" ISOLATION JOINT, POST PER PLAN SHEAR AT OPPOSITE FACE DRAINAGE BY MSTA24 STRAP, UNO TYP WHERE SOG OCCURS WHERE OCCURS PER PLANS-� OTHERS WHERE REQ'D POST BASE PER PLAN i 1/2 TOP PLATE P.T. DF SILL AND I ~SHEAR PER PLAN WHERE OCCURS WATERPROOFING AND TS18 STRAP AT STRAP PER 9/SD1 SOG PER PLAN, TYP #3 HOOPS a AT 6" O.C. A.B. PER 3/SD1x1l, I DRAINAGE BY 48" O.C. TO LENGTH OTHERS WHERE REQ'D WALL FRAMING \ 12"X12" PEDASTEL SLAB PER PLAN E.N. SLOPE TO DRAIN PER PER ARCH, 12" MAX. \ E.N. ARCH WHERE REQ'D BEAM PER PLAN 1 (4) #4 VERT. L _ _ TS18 STRAP AT 48" 2X SOLID E.N. O.C. TO WALL (2) 16d I o BLOCKS FRAMING 2X BLOCK AT NAILS, o 00 48" O.C. TYP. TF MTL HGR 2X SOLID BLOCKS TYP WALL FRAMING s I PER PLAN REINF. PER PLAN/SCHED. N �_ - 1_ o CONT. 2X6 SLOPED AT BALLOON STUDS BALLOON STUDS LSTA18 E.S., UNO. I . • • RAFTER PLANE W/(3) AT 16" O.C. U.N.O. AT 16" O.C. U.N.O. 16d PER WALL STUD CONT. 2X LEDGER WITH (2) 3" CLR _0"""' 2) #4 T&B 1/4" DIA. SDS SCREWS AT DIM PER PLAN SCHED. 16" O.C. WITH 2 1/2- EMBED PKING/S AND TRIMMER/S NOTE: PRIOR TO CONSTRUCTION CONTRACTOR SHALL REVIEW DETAIL PER PLAN FOR CONFORMANCE WITH RADIANT FLOOR REQUIREMENTS BY OTHERS. NOTE: CONTACT SUMMIT STRUCTURAL DESIGN WITH ANY DISCREPANCIES. 1.) STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. TYPICAL LEDGER DETAIL 12 TYPICAL TOP PLATE -BEAM STRAP DETAIL 9 FOOTING DETAIL NO SCALE SD3 NO SCALE SD3 NO SCALE 6" (2) LSTA30 STRAPS 1 2 STRAP LENGTH 6 TYPICAL INTERIOR FOUNDATION DETAIL 3 SD3 NO SCALE SD3 TOP PLATE PER 9/SD1 jk PER ARCH PER PLAN -+ + --E.N. RAKED PLATE - - - - TYP WHERE OCCURS--, I+I II PROVIDE 8" MIN WIDTH STEM fCS16 BEYOND PER 4/SD2 WITH #4 TOP X 2X BLOCK 1+I HOOKED AT EACH END AND #4 VERT 1/2 LIP AT GARAGE 7'-0" FLAT, TYP I I 12" OC, (3) MIN PER WALL SEGMENT DOOR OPENING LENGTH I I WHERE REQUIRED __ 1777- II _-_-_— - I - + -- E.N. TYP PAVEMENT 1 2" ISOLATION JOINT / AND SLOPE " 1 /2 ISOLATION JOINT BEYOND ELEV PER ARCH NOTE: PRIOR TO CONSTRUCTION CONTRACTOR SHALL REVIEW DETAIL FOR CONFORMANCE WITH RADIANT FLOOR REQUIREMENTS BY OTHERS. CONTACT SUMMIT STRUCTURAL DESIGN WITH ANY DISCREPANCIES. CONCRETE 1/2" ISOLATION JOINT SLAB -ON -GRADE CONCRETE SLAB -ON -GRADE PER PLAN PER PLAN. SLOPE PER ARCH WHERE REQ'D • .11 ELEV. PER ARCH \ TOP PLATE SUBGRADE BY OTHERS N- PER 9/SD1 I I I+I CONCRETE SLAB -ON -GRADE o N STUD WALL PER PLAN I I I I NATURAL +PER PLAN. SLOPE PER WALL FRAMING GRADE LINE— ARCH WERE REQ'D PER PLAN, TYPI+I I1 _ • II 18" MIN 1 1/2" (2) LAYERS OF CLR _ BUILDING PAPER SPREAD FOOTING PER SHEAR PLY PER PLAN, OTHERWISE 3" CLR (2) #4 TOP AND PLAN WHERE OCCURS PROVIDE 3/8" MIN APA RATED BOTT, CONT THIS LINE CORNER WHERE OCCURS PLY WITH 8d NAILS AT 6" O.C. 15" EDGES AND 12" O.C. FIELD NOTE: SEE DETAIL 1/SD2 FOR ADDITIONAL INFORMATION. TYPICAL POST TO BEAM DETAIL 11 TYPICAL OFFSET TOP PLATE DETAIL F8' TYP GARAGE DOOR OPENING FNDN DTL 5 TYPICAL FOUNDATION DETAIL 2 NO SCALE SD3 NO SCALE SD3 NO SCALE AD NO SCALE III'SD3NOTES:.___ 3 _ _ _ _ _ 1.) VENEER, CAP, AND ATTACHMENT (NOT SHOWN) BY OTHERS. PERMIT# ��N �_ i - BUTTE COUNTY DEVELOPfUENT SHViSES REVIEWED FOR 2.) PROVIDE 1/2" THICK EXPANSIVE MATERIAL AT PEDESTAL/SOG INTERFACES, WHERE OCCURS. CODE COMPLIANCE t' TOP OF PIER ELEV. ' DATE 2-3 / l AS REQ'D BY 10/SD1 WALL FRAMING PER PLAN WALL FRAMING PER PLAN BM PER PLAN #3 HOOPSa AT 8" O.C. SHEAR PER PLAN WHFRF OCCURS /PT DF SILL AND AB PER 3/SD1 PT DF SILL AND 36 U.N.O.SOLID CONC. PIER #5 VERT. EACH CORNER OF PIER 1 1/2" CLR SLOPE FINISHED GRADE AWAY FROM FOUNDATION JG 04 FNDN AND REINF. PER PLAN 3" CLR EN --� q 8" MIN II SLOPE GRADE 8" MIN II AWAY FROM FNDN l #4 AT 24" OC VERT, #4 AT 18" OC HORIZ, WHERE STEM WALL HEIGHT > 1'-6" w .. « 4 (1) #4 CONT TOP AND - (2) #4 CONT. BOTT 3" CLR, TYP 1/2" ISOLATION JOINT CONCRETE SLAB -ON -GRADE PER PLAN. SLOPE PER ARCH WHERE REQ'D ELEV. PER ARCH o0 0 Q0 18" MIN 8" 5" \SPREAD FOOTING PER PLAN WHERE OCCURS AB PER 3/SD1 —SHEAR PER PLAN WHERE OCCURS CONCRETE SLAB -ON -GRADE EN PER PLAN ROUGHEN SURFACE 1/4- AMPLITUDE • ' If 1 1/2- 8" MIN #4 SLAB TIESCLR MIN, AT 4'-0" OC o� o II TYP SLOPE FINISHED __.. _..GRADE AWAY #4 AT 24" OC VERT, #4 �. _° -. q� �_ _-- , FROM FOUNDATION AT 18 OC HORIZ, WHERE STEM WALL HEIGHT > 1'-6" j 8" MIN I (1) #4 CONT TOP AND � 8" 18" (2) #4 CONT. BOTT 3" CLR, TYP SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: PRIOR TO CONSTRUCTION CONTRACTOR SHALL REVIEW DETAIL FOR CONFORMANCE WITH RADIANT FLOOR REQUIREMENTS BY OTHERS. CONTACT SUMMIT STRUCTURAL DESIGN WITH ANY DISCREPANCIES. BEAM DETAIL 10 TYPICAL PEDESTAL DETAIL 7 TYP EXTERIOR GARAGE WALL FNDN DETAIL 4 TYPICAL SLAB FOUNDATION DETAIL REVIEWED 1 NO SCALE SD3 NO SCALE SD3 NO SCALE SD3 NO SCALE �.. _ �,-:SD3 . ID Q� 0 ES F S �Nq K. E l< F� x cx_�No. 75688' * E . 6/ 0/18 J'p CIV1\- gTFOF CAOF 8/09/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V) J W U U N 0 W UQ �W DW W DC U I= , W a- W_ LL V) O J J cc Q Q W z U r REVISIONS: Q1 PC#1 8/09/16 DATE: 2/09/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-118 SHEET: SD3 r TYPICAL PANEL BLOCKING DETAIL 12 1 TYPICAL TRUSS WALL DETAIL 1 9 1 TYP NON-BEARING WALL AT 2ND FLOOR 16 TYPICAL STRUCTURAL WALL DETAIL I 3 NO SCALE SD4 NO SCALE �IDJ4 NOS .. CALE NOTES: ROOF PLY AND 1.) WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. NAILING PER PLAN 2) PREDRILL SDS SCREW HOES WITH 5/32" BIT AS REQ'D TO PREVENT SPLITTING. 1'-0" MAX 2'-0" 3) 16d TOENAILS �LDJ4 NO SCALE SD4 POST PER PLAN/SCHEDULE MIN. END LENGTH PER SCHED .---.-_ --END 1 5/8 MIN. NAILING WALL FRAMING FASCIA BY END DISTANCE PER PLAN SHEAR PER PLAN OTHERS SOLID SHIM r FLOOR FRAMING FLOOR TO FLOOR PER PLAN E.N. 2X6 FLAT TRUSS BY OTHERS, TYP STRAP PER PLAN 16d AT 8" O.C. E.N. OUTLOOKER AT / (3) 8d TOENAILS 24" O.C., NOTCH SOLID BLOCK WITH (4) 16d / A34 EA. SIDE NOTE. TOP CHORD TO CLEAR SPAN CONTRACTOR SHALL VERIFY NOTCH SOLID BLOCK ROOF PLY AND SEAT OUTLOOKER DEPTH AND LOCATION WITH TRUSS DOUBLE TOP PLATE NAILING PER PLAN MFR. PRIOR TO CUTTING. 2X BLOCKING AT 2'-0" O.C. 1 5/8" MIN. PER 9/SD1 TYP WITH (3) 12d T.N. EA. END ` END DISTANCE END NAILING WALL FRAMING MIN. END LENGTH PER PLAN, PER SCHED. POST PER PLAN/SCHEDULE SHEAR ENTIRE WALL 2X SILL WITH 16d 2X6 LEDGER WITH 3 16d PER SWS TYPE "6" AT 6" O.C. U.N.O. ! WHERE OCCURS STRAP REQ'D MIN. POST SIZE AT 16" O.C. ROOF PLY AND MSTC40 DBL 2X 11" (14) 16d OTHERS AT 2X4 DF STUD LSTA30 STRAP JOIST ; FLOOR PLY AND 4X6 1'-5" (22) 16d TRUSS BY NAILING PER PLAN 2'-0" (32) 16d (2) MSTC52 OTHERS FLOOR PLY AND (22) 16d (2) MSTC66 6X6 2'-0" (32) 16d 16d AT 7" O.C. NAILING PER PLAN SOLID BLK'G AT FULL HT FLOOR JOIST ROOF PLY AND/E.N. E.N. PER PLAN IN SHEAR PER PLAN -1. WALL FRAMING"BY HUS28 HGR, U.N.O. PROVIDE GAP BETWEEN PANELS HANGER PER (3) 8d TOENAILS f NAILING PER PLAN TOGETHER WITH 12d (DIA.=0.131") AT 6" O.C. STAGGERED. AS REQ'D. BY MFR., 1/8- MIN. r� SCHED., TYP � MSTA21 STRAP AT 48" O.C.I OTHERS AT 16 O.C. MAX NON-BEARING WALL TRUSS TO HEADER. TS22E,N_ TRUSS BY OTHERS STRAP AT 48" 0 C TRUSS TO FLOOR PLY AND ABOVE WHERE OCCURS FLOOR PLY AND TYPICAL TRUSS DETAIL 11 TYPICAL GABLE END TRUSS DETAIL 2X BLOCK TYPICAL FLUSH BEAM DETAIL 5 NAILING PER PLAN NO SCALE NAILING PER PLAN L�D4 NO SCALE SD4 NO SCALE SD4 (2) 16d EACH JOIST E.N. PERMIT # _-_ 3 LI }--t---�--+ - E.N. BUTTE COUNTY DEVELOPMENT SERVICES I I 2X BLOCK + + WALL FRAMING CODE COMPLIANCE WALL FRAMING PER PLAN FLOOR JOIST PER PLAN OR PER PLAN ` l b BY � WHERE OCCURS DATE ---Y- ROOF PLY AND "I" JOIST BLOCK TOENAILED NAILING PER PLAN +� + +1 FLASHING, (3) 16d EA E'N' NAILING PER PLAN TO ADJACENT JOISTS WITH SHEAR PER PLAN I+ I I I I WEB/CHORD + 3/8""PLY W/ 8d SHEAR ENTIRE WALL (4) 8d EACH END A35 EACH SIDE OF POSTS AND E.NMULTIPLE "DEFLECTOR FASTENING 1 3/4" LVL CONT. FLOOR JOIST PER PLAN SHEAR PER PLAN —y WALL FRAMING SOLE NAILING PER 8/SD1 KING STUDS, TYP E.N. + AT 6 O.C. E.N. PER SWS TYPE "6" PER PLAN SYSTEM" OR ENGINEER 2X BLOCKING PER + + + TRUSS BY OTHERS + I 2X E.S. OF --E.N. ARCH WHERE REQ'D 2X BLOCKING NAILING PER PLAN E.N. TRUSS BY OTHERS FLOOR PLY AND NAILING PER PLAN 2X BLK'G APPROVED EQUIVALENT 16d AT 8" O.C. E.N. PLY AT BLK'G EA. TRUSS E.N. PLY AT BLOCKS-- 1 3/4" LVL RIM WITH I a `�1/2" MAX GAP FASCIA BY OTHERS 2X SOLID BLOCKING 16d TO EACH FJ PER PLAN OR BLOCK AT 24" TRUSS BY I a TRUSSES. E_N, 2X BLOCKING AT 4'-0" O.C., JOIST/BLOCK FLANGE ` ' O.C. AT PARALLEL FJ CONDITION. OTHERS I c� N " " SHEAR PER SWS TYPE "6", E.N. T&B, (3) 12d T.N. EA. END I+ +� I+ +I TYP ENTIRE TRUSS HEEL A ` ' BLOCK SOLID AT MULTIPLE PROVIDE GAP BETWEEN PANELS \,ADEREQ' PROVIDE GAP BETWEEN PANELS WALL SHEAR WALL SCHEDULE, I STUDS AND HOLD DOWNS I '/AS BY MFR., 1/8" MIN. AS REQ'D. BY MFR., 1/8" MIN. 12d AT 8 O.C. OTHERWISE AS REQ'D. BY MFR., 1/8 MIN. A35 CLIP PER SHEAR WALL H2.5T EA. TRUSS E.N., H2.5T EA. TRUSS SCHEDULE, OTHERWISE E.N., TYP I I E.N., TYP . + + + FLOOR FRAMING PER PLAN E.N. FLOOR PLY AND 4'-0" O.C., TYP. NON-BEARING WALL TOP PLATE PER 9/SD1 4'-0" O.C., TYP. E.N. TOP PLATE PER 9/SD1 E.N. NAILING PER PLAN E.N. 16d AT 7" O.C. (3) 8d T.N. PER FJ/BLOCK (3) 8d TOENAILS PER BLOCK HOLDOWN POSTS AT LOWER WALL, AND ATTACH TO DBL STUD AT UPPER WALL SHEAR PER PLAN -- FJ PER PLAN IN SHEAR PER PLAN WALL FRAMING PER PLAN SHEAR PER PLAN _ TOP PLATE HGR PER SCHED. WHERE OCCURS .—SHEAR PER PLAN SHEAR PER PLAN FRAMING WHERE OCCURS + PER 9/SD1 WALL FRAMING PER PLAN, TYP SHEAR PER PLAN E.N. PER PLAN SHEAR PER PLAN _rWALL A 2X BLOCK NOTE: USE (2) FASTENERS PER WALL SEGMENT MINIMUM. NOTE: GUARDRAIL BY OTHERS. TYPICAL PANEL BLOCKING DETAIL 12 1 TYPICAL TRUSS WALL DETAIL 1 9 1 TYP NON-BEARING WALL AT 2ND FLOOR 16 TYPICAL STRUCTURAL WALL DETAIL I 3 NO SCALE SD4 NO SCALE �IDJ4 NOS .. CALE NOTES: ROOF PLY AND 1.) WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. NAILING PER PLAN 2) PREDRILL SDS SCREW HOES WITH 5/32" BIT AS REQ'D TO PREVENT SPLITTING. 1'-0" MAX 2'-0" 3) 16d TOENAILS �LDJ4 NO SCALE SD4 POST PER PLAN/SCHEDULE MIN. END LENGTH PER SCHED .---.-_ --END 1 5/8 MIN. NAILING WALL FRAMING FASCIA BY END DISTANCE PER PLAN SHEAR PER PLAN OTHERS SOLID SHIM r FLOOR FRAMING FLOOR TO FLOOR PER PLAN E.N. 2X6 FLAT TRUSS BY OTHERS, TYP STRAP PER PLAN 16d AT 8" O.C. E.N. OUTLOOKER AT / (3) 8d TOENAILS 24" O.C., NOTCH SOLID BLOCK WITH (4) 16d / A34 EA. SIDE NOTE. TOP CHORD TO CLEAR SPAN CONTRACTOR SHALL VERIFY NOTCH SOLID BLOCK ROOF PLY AND SEAT OUTLOOKER DEPTH AND LOCATION WITH TRUSS DOUBLE TOP PLATE NAILING PER PLAN MFR. PRIOR TO CUTTING. 2X BLOCKING AT 2'-0" O.C. 1 5/8" MIN. PER 9/SD1 TYP WITH (3) 12d T.N. EA. END ` END DISTANCE END NAILING WALL FRAMING MIN. END LENGTH PER PLAN, PER SCHED. POST PER PLAN/SCHEDULE SHEAR ENTIRE WALL 2X SILL WITH 16d 2X6 LEDGER WITH 3 16d PER SWS TYPE "6" AT 6" O.C. U.N.O. ! WHERE OCCURS FLOOR TO FLOOR STRAP SCHEDULE STRAP REQ'D MIN. POST SIZE AT 16" O.C. WALL FRAMING BY MSTC40 DBL 2X 11" (14) 16d OTHERS AT 2X4 DF STUD LSTA30 STRAP JOIST ; FLOOR PLY AND 4X6 1'-5" (22) 16d TRUSS BY MIN AT 16" O.C. MAX TO JOIST AT 5'-4" O.C. E.N. ( NAILING PER PLAN 2'-0" (32) 16d (2) MSTC52 OTHERS FLOOR PLY AND (22) 16d (2) MSTC66 6X6 2'-0" (32) 16d 16d AT 7" O.C. NAILING PER PLAN SOLID BLK'G AT FULL HT FLOOR JOIST STUDS, WHERE OCCURS MANUFACTURER'S RECOMMENDATIONS. E.N. PER PLAN IN SHEAR PER PLAN -1. WALL FRAMING"BY HUS28 HGR, U.N.O. PROVIDE GAP BETWEEN PANELS HANGER PER (3) 8d TOENAILS f 2. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.131") AT 6" O.C. STAGGERED. AS REQ'D. BY MFR., 1/8- MIN. r� SCHED., TYP � MSTA21 STRAP AT 48" O.C.I OTHERS AT 16 O.C. MAX TRUSS TO HEADER. TS22E,N_ 2X BLOCKING AT 2'-0" O.C. STRAP AT 48" 0 C TRUSS TO WITH (3) 12d T.N. EA. END FLOOR TO FLOOR STRAP SCHEDULE STRAP REQ'D MIN. POST SIZE MIN. END LENGTH END LENGTH NAIL QUANTITY MSTC40 DBL 2X 11" (14) 16d MSTC52 4X6 1'-5" (22) 16d MSTC66 I 6X6 2'-0" (32) 16d (2) MSTC52 6X6 V-5" (22) 16d (2) MSTC66 6X6 2'-0" (32) 16d WALL FRAMING WHERE OCCURS CONT. 2X8 LEDGER WITH (3) 1/4" DBL TOP PLATE A35 CLIP PER SHEAR WALL BEAM PER PLAN DIA. SDS SCREWS WITH 2 1/2- PER 9/SD1 SCHEDULE, OTHERWISE NOTES: HDR PER PLAN WHERE OCCURS EMBED AT 16" O.C. 4'-0" O.C., TYP. STRAPS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. E.N. SHEAR PER PLAN -1. WALL FRAMING"BY 2. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.131") AT 6" O.C. STAGGERED. WALL FRAMING PER ---SHEAR PER PLAN OTHERS AT 16 O.C. MAX PLAN, WHERE OCCURS TYPICAL TRUSS DETAIL 11 TYPICAL GABLE END TRUSS DETAIL 8 TYPICAL FLUSH BEAM DETAIL 5 TYP FLOOR -TO -FLOOR (11FTF11)STRAP SCHED. 2 NO SCALE SD4 NO SCALE L�D4 NO SCALE SD4 NO SCALE SD4 PERMIT # _-_ 3 LI BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR WALL FRAMING CODE COMPLIANCE WALL FRAMING PER PLAN PER PLAN ` l b BY WHERE OCCURS DATE ---Y- ROOF PLY AND NAILING PER PLAN ROOF PLY AND NOTE: WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. NAILING PER PLAN SHEAR PER PLAN WHERE OCCURS - SHEAR PER PLAN A35 EACH SIDE OF POSTS AND E.NMULTIPLE ROOF TRUSSES BY OTHERS SHEAR PER PLAN —y WALL FRAMING SOLE NAILING PER 8/SD1 KING STUDS, TYP E.N. PER PLAN 2X BLOCKING PER ROOF PLY AND --E.N. ARCH WHERE REQ'D 2X BLOCKING NAILING PER PLAN E.N. E.N FLOOR PLY AND NAILING PER PLAN 2X BLK'G 16d AT 8" O.C. E.N. PLY AT BLK'G NOTE: EDGE NAIL WALL E.N. PLY AT BLOCKS-- 1 3/4" LVL RIM WITH I a SHEATHING AT ALL FASCIA BY OTHERS 2X SOLID BLOCKING 16d TO EACH FJ PER PLAN OR BLOCK AT 24" TRUSS BY I a TRUSSES. E_N, 2X BLOCKING AT 4'-0" O.C., JOIST/BLOCK FLANGE ` ' O.C. AT PARALLEL FJ CONDITION. OTHERS I c� N " " SHEAR PER SWS TYPE "6", T&B, (3) 12d T.N. EA. END E.N. ��\ 1 3/4" MIN. BEARING, TYP Z I N U TYP ENTIRE TRUSS HEEL SOLE FASTENING PER ` ' BLOCK SOLID AT MULTIPLE PROVIDE GAP BETWEEN PANELS \,ADEREQ' PROVIDE GAP BETWEEN PANELS CONT. 2X6 LEDGER WITH (3) 16d EACH STUD SHEAR WALL SCHEDULE, PROVIDE GAP BETWEEN PANELS E.N. " STUDS AND HOLD DOWNS '/AS BY MFR., 1/8" MIN. AS REQ'D. BY MFR., 1/8" MIN. 12d AT 8 O.C. OTHERWISE AS REQ'D. BY MFR., 1/8 MIN. A35 CLIP PER SHEAR WALL H2.5T EA. TRUSS E.N., H2.5T EA. TRUSS E.N., TYP SCHEDULE, OTHERWISE E.N., TYP . FLOOR FRAMING PER PLAN E.N. 4'-0" O.C., TYP. TOP PLATE PER 9/SD1 E.N. TOP PLATE PER 9/SD1 PROVIDE VERTICAL MSTA36 STRAP AT ALL TOP PLATE PER 9/SD1 (3) 8d T.N. PER FJ/BLOCK HOLDOWN POSTS AT LOWER WALL, AND ATTACH TO DBL STUD AT UPPER WALL FJ PER PLAN IN SHEAR PER PLAN WALL FRAMING PER PLAN SHEAR PER PLAN _ HGR PER SCHED. WHERE OCCURS .—SHEAR PER PLAN SHEAR PER PLAN WHERE OCCURS WALL FRAMING E.N. PER PLAN NOTE: OVERFRAMING PER 2/SD5 NOT SHOWN FOR CLARITY. ALL FRAMING PER PLAN 1 1 \ TYPICAL TRUSS DETAIL C 10 GARAGE EAVE DETAIL TYPICAL BEAM DETAIL BEAN NO SCALE SD4 NO SCALE NO SCALE PER PLAN REVIEWED 4 TYPICAL FLOOR SPLIT DETAIL FOR CODE CONAPLI �,lca SD4 NO SCALE n;r i 8 z,;, SD4 Q�OFESSIpN9 �No. 75688`' * E 6/ 0/18 J� CIV1\- gTFOF CALF 8/09/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U U Qw Ln J o Q U 1= Q z Dw 1 C) ui j w 0C LU a. w 0 � J J Q Q w z U r REVISIONS: Q1 PC#1 8/09/16 DATE: 2/09/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-118 SHEET: SD4 INO NOTE: WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. 1.1 N BOTTOM CHORD OF SIMPSON STC CLIP' WALL FRAMING TRUSS BY OTHERS AT EAC TRUSS PER PLAN —SHEAR PER PLAN.:'"" E 16d AT 8" O.C. E.N. 1 %2" GA F A34 EA. SIDE SOLID BLOCK RO NAILING PER PLAN OF PLY AND NON-BEARING WALL- -SHEAR ALL SHEAR PLY PER TYPE "6" TYP ENTIRE WALL f i %AR,W ►fl .My, SOLE FASTENING PER 2X6 LEDGER OVER 2X4 VERTS (MIN., U.N.O.) AT 16" O.C. SHEAR WALL SCHEDULE, „ WITH (3) 16d `y- r► (2) 16d NAILING PER PLAN 12d Al 8 O.C. OTHERWISE AT 16" O.C. WALL PERPENDICULAR TO TRUSS VERTICAL MSTA30 AT 5" O.C. ROOF PLY AND 12" MAX 2'-0" (3) 16d TOENAILS/E.N. STRAP AT 4'-0" O.C.ti NAILING PER PLAN PERMIT# Q 6 ' �s3 FLOOR PLY AND NAILING PER PLAN TRUSS BY SIMPSON DTC E.N. OTHERS CLIP AT E.N. PLY AT BLK'G-- REVIEWED FOR -- E.N. ROOF PLY AT BLOCKS EACH TRUSS i CODE COMPLIANCE 1'-4" MAX 2'-0" FASCIA BY E.N. OTHERS - 2X BLOCK AT E.N. DATE FJ PER PLAN OR BLOCK AT 24" E.N. HUS28 HGR, 32" O.C. WITH O.C. AT PARALLEL FJ CONDITION. U.N.O. GIRDER TRUSS E.N., TYP EACH (4) 8d TOENAILS 1 3/4" MIN. BEARING BY OTHERS - TRUSS PLY EACH END FASCIA BY lt(7316d PLY AND 1/2" GAPS' TRUSS BY OTHERSROOF --, TOENAILS NAILING PER PLAN 32" O.C., NOTCH OTHERS, TYP DBL RAFTER RAFTER PER PLAN CONN. PER 1/SD4� CONT. 2X8 LEDGER WITH (2) 1/4" NON-BEARING WALL 2X4 BLOCK AT V-0" O.C. TOP CHORD TO 2X6 FLAT OUTLOOKER AT 24" DIA. SDS SCREWS WITH 2 1/2" WITH (2) 16d EACH END DEPTH AND LOCATION WITH TRUSS O.C., NOTCH DBL RAFTER TO 1 EMBED AT 8" O.C. NAILING PER PLAN SEAT OUTLOOKER 1 NOTE: WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. WALL FRAMING WALL PARALLEL TO TRUSS WALL SCHEDULE, PER PLAN 1/2 MSTA24 STRAP AT ---SHEAR PER PLAN TYP. BY OTHERS GABLE END TRUSS BY OTHERS ADD 2X4 FLAT TO STRAP LENGTH SPLICES, NOTE: SEE DETAIL 14/SD3 FOR TYPICAL NON-BEARING WALL AT SECOND FLOOR. TYPICAL DORMER DETAIL 12 GABLE END DETAIL 9 TYPICAL TRUSS DETAIL 6 TYPICAL NON-BEARING WALL AT ROOF C 3 NO SCALE SDS NO SCALE SDS NO SCALE SDS NO SCALE (ID5 THAN 6 -0 WITH BEAM SPLICE SOLID BLOCKING PROVIDE GAP BETWEEN PER SWS TYPE "6" ROOF PLY AND AS OCCURS PANELS AS REQ'D. BY NAILING PER PLAN E.N NAILING PER PLAN NP NOTE: WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. MFR., 1/8" MIN. H2.5T EA. TRUSS JE•N•� A35 CLIP PER SHEAR WALL - 4'-0" O.C. WITH ° I ° AND (2) AT MULTI -PLY TRUSSES �. (5) 16d NAILS o • E.N. ROOF PLY AND 4'-0 " O.C., TYP. EACH END' SHEAR PER PLAN-- NAILING PER PLAN - WALL FRAMING \ FASCIA BY OTHERS _ TOP PLATE PER 9/SD1 RAFTER PER PLAN E.N. PER PLAN e' SIMPSON COLUMN ° BEAM PER PLAN E.N. � X" ' L_� CAP PER PLAN ° A34 EA. SIDE SHEAR PER PLAN BEAM PER PLAN WHERE OCCURS " RBC CLIP AT 4' -Om O.C. NOTE: WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. TRUSS BY OTHERS, TYP 1 NOTE: OMIT LEDGER AT 2X4 OVERFRAMING AT 24" O.C. E.N., TYP GIRDER TRUSS WHERE SOLID BLOCK T&B, (3) 12d T.N. EA. END POST PER PLAN 1 REQ'D PER PLAN. FASCIA BY OTHERS 1 (3) 16d T.N. EA BLOCK WALL FRAMING PER PLAN 16d AT 8" O.C. (3) 16d DRAG TRUSS BY OTHERS - 2X6 LEDGER ROOF PLY TOENAILS, ;` AND NAILING LSTA30 STRAP AT 6'-0" BEAM PER PLAN 2X6 BRACE AT 4 -0 W/ (4) WITH (3) 16d SHEAR WALL SOLE (SCHEDULE NG PER TYP PER PLAN 2X4 WITH E.N., TYP O.C., . CENTERED ON RIDGE H2.5T EA. RAFTER 16d NAILS AT 16 O.C. 12d AT 8" O.C. OTHERWISE . ; -- 16d NAILS ROOF PLY AND EACH END TRUSS BY OTHERS E.N. PLY ATY ' AT 12" NAILING PER PLAN FLOOR FRAMING PER PLAN SLEEPER, -r'" .� O.C., TYP WALL FRAMING CLIP AND SPACING-E.N. o' PER PLAN/SHEAR E.N. f REViEIiV'Ev WALL SCHEDULE,,,,,,T T T T T T RAFTER PER PLAN AT- HUS28 HGR, FJ PER PLAN IN SPACING PER PLAN, TYP U.N.O`� HGR PER SCHED. � • 2X SLEEPER BEAM LSU HGR, TYP PER PLAN E.N. - 2X BLOCKING AT 4' 0" O.C., WITH (A 16d NAILS AT EA RAFTER OR TRUSS PER T&B, (3) 12d T.N. EA. END RAFTER OR TRUSS PLAN, TYP TOP PLATE PER 9/SD1 (3) 16d T.N. EA BLOCK CONT. 2X8 LEDGER WITH (2) 1/4- 'tirr- DIA. SDS SCREWS WITH 2 1/2" AT •(4) SHEAR PER PLAN EMBED AT 8" O.C. AND AT EACH O.C. WITH 1 d" WALL FRAMING PER PLAN SIDE OF EACH GIRDER TRUSS BEAM PER PLAN TOP AND (2) 16d TOENAILS BOTT., TYP TYPICAL RIDGE DETAIL 11 TYPICAL DRAG TRUSS DETAIL 8 TYPICAL TRUSS TO BEAM DETAIL 5 TYPICAL OVERFRAMING DETAIL 2 NO SCALE �D5 NO SCALE SDS NO SCALE SDS NO SCALE �D5 ROOF PLY AND EAVE DETAIL 10 TYPICAL GABLE END TRUSS DETAIL TYPICAL BEAM DETAIL 4 TYPICAL EAVE DETAIL FC) CODE COMPLI NCj NO SCALE �D5 NO SCALE SDS NO SCALE SDS NO SCALE p�Ir � � `'I� SD5 TRB AND". ...��, ES 0 F S 0 K. B Nil F� --A z �No. 75688'-" M * E . 6/ 0/18 J� CIV1N gTFOF CALIF 0� 8/09/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W Q U 0 LU Q W CC < UQ W � D pW V) WDC W Cl_ W r O> IL V1 O J J � Q w z U REVISIONS: Al PC#1 8/09/16 DATE: 2/09/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-118 SHEET: SD5 NAILING PER PLAN 12" MAX 2'-0" (3) 16d TOENAILS/E.N. PERMIT# Q 6 ' �s3 E.N. BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE FASCIA BY E.N. OTHERS - DATE 2X6 FLAT OUTLOOKER AT NOTE: 32" O.C., NOTCH CONTRACTOR SHALL VERIFY NOTCH TOP CHORD TO ROOF PLY AND DEPTH AND LOCATION WITH TRUSS SEAT OUTLOOKER 1 NAILING PER PLAN MFR. PRIOR TO CUTTING. 1 RBC CLIP PER SHEAR WALL SCHEDULE, ROOF TRUSSES 1/2 MSTA24 STRAP AT OTHERWISE 4'-0" O.C., TYP. BY OTHERS GABLE END TRUSS BY OTHERS ADD 2X4 FLAT TO STRAP LENGTH SPLICES, U.N.O. BRACES LONGER E.N� SHEAR ENTIRE WALL THAN 6 -0 WITH BEAM SPLICE SOLID BLOCKING ROOF PLY AND PER SWS TYPE "6" 16d AT 12" O.C. AS OCCURS NAILING PER PLAN 2X6 BRACE AT H2.5T EA. TRUSS A35 CLIP PER SHEAR WALL 4'-0" O.C. WITH ° I ° AND (2) AT MULTI -PLY TRUSSES SCHEDULE OTHERWISE (5) 16d NAILS o o E.N. , 4'-0 " O.C., TYP. EACH END' - FASCIA BY OTHERS _ TOP PLATE PER 9/SD1 RAFTER PER PLAN E.N. SIMPSON COLUMN ° BEAM PER PLAN PROVIDE GAP BETWEEN PANELS L_� CAP PER PLAN ° SHEAR PER PLAN BEAM PER PLAN WHERE OCCURS " RBC CLIP AT 4' -Om O.C. AS REQ'D. BY MFR., 1/8" MIN: �- 2X BLOCKING AT 4'-0" O.C., E.N., TYP z T&B, (3) 12d T.N. EA. END POST PER PLAN FASCIA BY OTHERS /� (3) 16d T.N. EA BLOCK WALL FRAMING PER PLAN TOP PLATE PER 9/SD1j '-- BEAM PER PLAN H2.5T EA. RAFTER WHERE OCCURS SHEAR PER PLAN BEAM PER PLAN WHERE OCCURS—- WALL FRAMING PER PLAN REViEIiV'Ev EAVE DETAIL 10 TYPICAL GABLE END TRUSS DETAIL TYPICAL BEAM DETAIL 4 TYPICAL EAVE DETAIL FC) CODE COMPLI NCj NO SCALE �D5 NO SCALE SDS NO SCALE SDS NO SCALE p�Ir � � `'I� SD5 TRB AND". ...��, ES 0 F S 0 K. B Nil F� --A z �No. 75688'-" M * E . 6/ 0/18 J� CIV1N gTFOF CALIF 0� 8/09/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W Q U 0 LU Q W CC < UQ W � D pW V) WDC W Cl_ W r O> IL V1 O J J � Q w z U REVISIONS: Al PC#1 8/09/16 DATE: 2/09/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-118 SHEET: SD5 n