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HomeMy WebLinkAboutB15-0327 017-060-002� � 66'{.61 _ __ -- I f _- -i- - -- - 7---T-- 1 / vWELL 1100' WELL l / f 1 ISET BACK q / �OEK \ 01 i4PINfi �� r i SLOPE Q� RPOE �`K 1 BUTTE / \ i iCOUNTY i 0,30 -OAK PROPOSED o iz T H / _ \ ; PROPOSED HOUSE FEB 1 3 2015 111T�OI /ct40 "oLE.4 OOG SEPTIC �/ Ho�r1ds OtOtP+O� T y ( DEVELOPMENT 1 -l�b� PQ 7� H 1 m ow f o b+ Eta I I SERVICES B�mi �z` ; WAST y • o� I a�` PUMP U Q I `r ILE t{ O >> / m� m z' w l LOT 2 w �� SMALL OAK / 4/ �� 5.68 AC til tv i `.w. // W Ute/ in Q 4 I w Q� ' 1 / w :31 P I — o°• --`, 24' UG TRENCH Q7 W % n I TO HOUSE _ •� / 0 I Lu F -I / V 30" PINE M IDI / �P ROCK TAILINGS U� 1 (E) DRIVEWAY � �� 1 I / 1 e ROCK TAILINGS �0 \-PARCEL QUAIL RUN RD. �� S G44� �ONt;Y RUN goj LOCATION MAP N.T.S. U 822.36 PGCE t TRENCH PLAN PGCE t POWER, SYSTEM SEPTIC SYTEM PLAN SITE PLAN OWNER: JAN OWEN APN: 011-OLO-002 13200 CENTERVILLE RD CHICO, CA 3.) FREBLOCKING. IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TREAD DEPTH AT THE WALKLINE SHALL BE. 10 INGHE5; d THE MINIMUM WINDER TREAD B. W HERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION GRASPABILITY; HANDRAILS WITH A CIRCULAR GROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1 1 /4 INGHE5 J NOT GREATER THAN 2 INCHES. IF THE HANDRAIL ATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. NOTE: WHERE COMPLYING FAUGET5 ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE (r WINDOW OPENING. , A 06 ROOMS SHALL BE PROVIDED WINDOWS OF NOT AREA IN INI AGGREGATE GLAZING AREA LESS 5 SQUARE FEET, ONE-HALF SLIDING SAFET_Y_6LA55 DOOR TO CUT OFF ALL CONGEALED DRAFT OPENINGS (BOTH VERTICAL 6 HORIZONTAL) d TO DEPTH SHALL BE 6 INCHES. A NOSING NOT LE55 THAN 3/4 INCH BUT NOT MORE THAN POINT, GUTTER OR 51MILAR DISPOSAL METHOn, WATER SHALL BE FILTERED BY USE C THAN OF WHIGH MUST BE S IR NANrJ_RAIL. �I�ABD - 517E AP-12-RE-5 5-- PROVIDE 1 BEDROOM WINDOW WITH A MIN. FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, a BETWEEN A TOP STORY a THE 1 114 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS WHERE THE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE STAIR WIDTH: STAIRWAYS SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCHES. SPIRAL BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR L-4.0' FIRE_9E51STANT G�5�UGTI0N: S. 5TAIRWAYS A5 PROVIDED FOR IN AL H .1 HEADROOM: STAIRWAYS SHALL HAVE A MINIMUM HEADROOM GLEARANGE OF 80 APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT I5 PLAINLY LEGIBLE d 1 4'-6' 1d THE GARAGE AND/OR CARPORT SHALL BE SEPARATED AS REQUIRED TABLE I5TAIRNCHES THE EDGE OF THE NOSNGS. INCHES MEASURED VERTICALLY FROM A LINE VISIBLE FROM Thr STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL ENVIRONMENTAL G . OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION 8302.5.1 2. VECONNECTING SUCH HEADROOM SHALL CONTINUOUS ABOVE THE STAIRWAY TO THE POINT WHERE THE CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS �'-3" T-3" THROUGH THROUGH 8302.5.3. LINE INTERSECTS THE LANDING C3ELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. DI OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES WITH A MINIMUM on HEATING: STROKE WIDTH OF 1 /2 INCH. WHERE AGCE5515 BY MEANS OF A PRIVATE ROAD 6 THE DWELLING/GARAGEAND/OR GAREORLSEPARATION: THE MINIMUM CLEARANCE SHALL BE MAINTAINED THE FULL WIDTH OF THE STAIRWAY 8 A. FROM THE RE51DENCE d ATTICS: NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR LANDING. R3 1 1.'1.2 BUILDING ADDRE55 CANNOT BE VIE WED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. R3 1 9.1. ov GONG. STI EQUIVALENT APPLIED TO THE GARAGE SIDE. 57A IRYJALKLINE: THE WALKLINE ACROSS WINDER TREADS SHALL BE CONCENTRIC TO SILL HEIGHT: MAX. 44" ABOVE FLOOR v (MIN. 36 (MIN. 56 B. FROM ALL HABITABLE ROOMS ABOVE THE GARAGE OR CARPORT: NOT LESS THAN THE DIRECTION OF TRAVEL THROUGH THE TURN a LOCATED 12 INCHES FROM THE SIDE TH COMMUNICATES WITH THE GONTROLLER(5). SOIL MOISTURE -BASED CONTROLLERS MIN-OPENING.HEIGHT: 24'. M1N_OPBNIN6 WIDTH: 20' 1) VERTICALLY AT THE CEILING d FLOOR LEVELS. 5TAIR5 SHALL NOT EXCEED TME SMALLEST BY MORE THAN 3/8 INCH, MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS d AID IN 5/5 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE WINDER5 ARE NARROWER. THE 12 -INCH DIMENSION SHALL BE MEASURED ON THE GONSTRUTU ON SITE AND WATER � C U D B. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL 15 C. 5TRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION FROM THE WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE OF THE HALLWAYS, BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS BASEMENTS ALLOWED OVER THE LOWEST TREAD. OF TRAV REQUIRED BY THIS SECTION: NOT LE55 THAN 112 -INCH GYPSUM BOARD OR EQUAL, WINDER. IF WINDERS ARE ADJACENT WITHIN THE FLIGHT, THE POINT OF THE WIDEST CLEAR GREEN PLANNING d DESIGN• L -4.a o DISTRIBUTION COMPONENT VENT D. GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT ON THE SAME LOT: STAIR WIDTH OF THE ADJACENT WINDER5 SHALL BE USED. R91 1.7.4 SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS a COVE CEILINGS. 1/4 INCHES SHALL BE PROVIDED ON STAIRWAY5 WITH SOLID RISERS. THE GREATEST J�GY p EXCEP_T10N5: EXCEPTIONS: NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE TREADED RISERS: STAIR TREA05 8 FIBERS SHALL COMPLY WITH SECTION 831 1.9.5: DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE 1 OF THE OPEN SIDE. GUARDS SHALL B A QUA IN INCHES HORIZONTALLY TO THE E E DE TE 'ORDANGE INTERIOR 51DE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA. R5 1 1.7 5 DIMENSION REFERENCE 5URFAGES: FOR THE PURPOSE OF THIS SECTION, ALL IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT 6068 RUN. ENCLOSED SPACES UNDER 5TAIR5 SHALL COMPLY WITH SECTION 8302.1. THAN 3/8 INCH BETWEEN TWO STORIES, INCLUDING THE NOSING AT THE LEVEL OF FOLLOWING 4.303.1: 2.) UNDER -STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL DIMENSIONS ARE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. EROSION a RETAIN SOIL RUNOFF ON THE SITE 4.10(.1: - - 7 - NOTES 7-9 8 1 2. HAVE WALLS, UNDER -STAIR SURFACE d ANY SOFFITS PROTECTED ON THE ENCLOSED "-LI-.5.1/2 RISER HEIGHT /'TREAD DEPTH: THE MAXIMUM RISER HEIGHT SHALL BE 7 A. RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM m '. 2J BATHROOMS SHALL HAVE A MINIMUM CEILING HEIGHT OF b FEET 8 INCHES AT THE SIDE WITH 1/2 -INCH GYPSUM BOARD R302 1 3/4 INCHES THE MINIMUM TREAD DEPTH SHALL BE 1 O INCHES: THE MINIMUM WINDER WATER ON THE SITE. CENTER OF THE FRONT CLEARANCE AREA FOR FIXTURES AS SHOWN IN FIGURE -1 3.) FREBLOCKING. IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TREAD DEPTH AT THE WALKLINE SHALL BE. 10 INGHE5; d THE MINIMUM WINDER TREAD B. W HERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION GRASPABILITY; HANDRAILS WITH A CIRCULAR GROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1 1 /4 INGHE5 J NOT GREATER THAN 2 INCHES. IF THE HANDRAIL ATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. NOTE: WHERE COMPLYING FAUGET5 ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE (r WINDOW OPENING. , A 06 ROOMS SHALL BE PROVIDED WINDOWS OF NOT AREA IN INI AGGREGATE GLAZING AREA LESS 5 SQUARE FEET, ONE-HALF SLIDING SAFET_Y_6LA55 DOOR TO CUT OFF ALL CONGEALED DRAFT OPENINGS (BOTH VERTICAL 6 HORIZONTAL) d TO DEPTH SHALL BE 6 INCHES. A NOSING NOT LE55 THAN 3/4 INCH BUT NOT MORE THAN POINT, GUTTER OR 51MILAR DISPOSAL METHOn, WATER SHALL BE FILTERED BY USE C THAN OF WHIGH MUST BE GREATER THAN 61/4 INCHES fNITH A MAXIMUM CRO55-SECTION DIMEN51ON OF 21/4 OUTDOOR IRRIGATION CONTROLLERS 4.304.1: AUTOMATIC IRRIGATION SYSTEM PROVIDE 1 BEDROOM WINDOW WITH A MIN. FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, a BETWEEN A TOP STORY a THE 1 114 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS WHERE THE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE EDGE5 5HALL HAVE A MINIMUM RADIUS OF 0.0 i INCH. CONTROLLERS FOR LANDSCAPING PROVIDED BY THE BUILDER a INSTALLED AT THE TIME L-4.0' LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM LOCAL EXHAUST RATES NET CLEAR OPENING OF 5.1 SOFT. EXCEPTION: ROOF SPACE. TREAD DEPTH IS LESS THAN 1 1 INCHES. ENFORCING AGENCY. NOTE 32 8 1111 SHALL BE 50 CUBIC FEET PER MINUTE INTERMITTENT OR 20 CUBIC, FEET PER MINUTE 1 A. CONTROLLERS SHALL BE WEATHER- OR SOIL MOISTURE -BASED CONTROLLERS ENVIRONMENTAL FIRE@1-0=NGSHALLBE PROVIDED IN WOOD -FRAME LON5TRUGTION IN THE FOLLOWIN6 R31 1 7 5 2 57AIR TREAD5 / F'ISERS SHALL BE OF UNIFORM SIZE d SHAPE. THE G COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ABOVE THE LO WE5T RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL THAT AUTOMATICALLY ADJUST IRRIGA710N IN RESPONSE TO CHANGES IN PLANTS' QUALITY NOTE 11. CODE, CHAPTER 4. GRADE FLOOR OPENING CAN HAVE A MIN. NET IN CAN LOCATIONS 8302.11. TOLERANCE BETWEEN THE LARGEST 6 SMALLEST RISER HEIGHT OR BETWEEN THE ORDINANCE. on HEATING: SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCHES BETWEEN THE WALL d THE B. WEATHER -BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR CLEAR OPENING OF A. CONGEALED SPACES OF STUD WALLS a PARTITIONS, INCLUDING FURRED SPACES d LARGEST 6 SMALLEST TREAD DEPTH SHALL NOT EXCEED 9/5 INCH IN ANY FLIGHT OF METHODS TO MANAGE SURFACE WATER INCLUDE: SWALES, WATER COLLECTION 6 HANDRAILS.. R3 1 1.1.8.2 COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A L E Y O MAINTAINING A MINIMUM ROOM TEMPERATURE OF 66'F AT A POINT 3 FEET ABOVE THE SILL HEIGHT: MAX. 44" ABOVE FLOOR PARALLEL ROWS OF 5TU175 OR STAGGERED STUDS, AS FOLLOWS: STAIRS. THE GREATEST WINDER TREAD DEPTH AT THE WALKLINE WITHIN ANY FLIGHT OF DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS d OTHER WATER AT THE TIME OF ROUGH mo E I A. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE HAND TH COMMUNICATES WITH THE GONTROLLER(5). SOIL MOISTURE -BASED CONTROLLERS MIN-OPENING.HEIGHT: 24'. M1N_OPBNIN6 WIDTH: 20' 1) VERTICALLY AT THE CEILING d FLOOR LEVELS. 5TAIR5 SHALL NOT EXCEED TME SMALLEST BY MORE THAN 3/8 INCH, MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS d AID IN TURN. ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. ON THE GONSTRUTU ON SITE AND WATER � C HABITABLE SPALL- B. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL 15 AT (NTERVALS NOT EXCEEI;IN6 1 CURVATURE AT THE SHALL BE NO GROUNDWATERpRpE�CHAR�.G1E. 4.106.3 7HAN UNTIL FINAL STARTUP OF THE -1 HEATER HEATING AND COOLING EQUIPMENT, 1 HEATER HALLWAYS, BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS BASEMENTS ALLOWED OVER THE LOWEST TREAD. -NG iJ RODENT PROOFING: ANNULAR SPACES AROUND PIPES, ELECTRIC GABLES, MASTER BEDROOM G NO LESS THAN 3/4INCHNG B. AT ALL INTERCZONTALLY q/ 1 b NCH. A N 5INOF ONNECTIONS BETWEEN CONCEALED VERTICAL 4 HORIZONTAL GREATER BUT NOT MORE THAN 7 INATELJ-LG S GONSERVATIONC GUARDS: WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALY.ING OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS DISTRIBUTION COMPONENT VENT R305AINING SURFACES, STAIRS, RAMPS 8 LAN DIN65 THAT ARE LOCATED MORE THAN 301NGHE5 SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS a COVE CEILINGS. 1/4 INCHES SHALL BE PROVIDED ON STAIRWAY5 WITH SOLID RISERS. THE GREATEST J�GY OPENINGS SHALL COVERED WITH ❑ EXCEP_T10N5: EXCEPTIONS: FLOOR OR GRADE BELOW A7 ANY POINT WIT IN MEASURED VERTICALLY TO THE T H 36 '.DDE OPENINGS w1 R METHOD TH GEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD CARPET FLOOR G. CONGEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP a BOTTOM OF THE NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE INDOOR WATER CONSERVING PLUMBING FIXTURES d FITTIN65, 5HALL COMPLY WITH THE OF THE OPEN SIDE. GUARDS SHALL B A QUA IN INCHES HORIZONTALLY TO THE E E DE TE 'ORDANGE AGGEPTABLE TO THE ENFORCING AGENCY. 4.406.1 G OTHER METHODS, 200 AMP ELECT. HEIGHT FLOOR AREA OF THE ROOM MUST HAVE A CEILING HEIGHT OF AT LEAST l FEET < NO E SEE ENVIRONMENTAL RUN. ENCLOSED SPACES UNDER 5TAIR5 SHALL COMPLY WITH SECTION 8302.1. THAN 3/8 INCH BETWEEN TWO STORIES, INCLUDING THE NOSING AT THE LEVEL OF FOLLOWING 4.303.1: SERV ICE METER PORTION OF THE REQUIRED FLOOR AREA MAY HAVE A CEILING HEIGHT OF E55 THAN L HEIGHT: REQUIRED GUARDS SHALL BE NOT LESS THAN 42 INGHE5 HIGH, MEASURED MINIMUM OF 50 PERCENT F N- O THE NO HAZARDOUS CONSTRUCTION d DEMOLITION NOTES 7-9 8 1 2. D. AT OPENINGS AROUND VENTS, PIPES, DUCTS, GABLES d WIRES AT CEILING a BOOR FLOORS a LANDINGS. BEVELIN `5 OF N051N65 SHALL NOT EXCEED 1/2 INCH. A. WATER CLOSETS: 1.28 GALLONS PER FLUSH. NOTE: THE EFFECTIVE FLUSH VOLUME VERTICALLY ABOVE THE ADJAGWALKING ALKING SURFACES, ADJACENT FIXED SEATING OR WASTE IN ACCORDANCE WITH EITHER SECTION 4.408.3 OR OR MEET m '. 2J BATHROOMS SHALL HAVE A MINIMUM CEILING HEIGHT OF b FEET 8 INCHES AT THE THE LINE CONNECTING, THE LEADING EDGES OF THE TREADS. 831 2.1.2. EXCEPTIONS: OF DUAL FLUSH TOILETS 15 THE COMPOSITE AVERAGE FLUSH VOLUME F W LEVEL, WITH APPROVED MATERIAL THE FREE PASSAGE FLAME d O E O T O .o CENTER OF THE FRONT CLEARANCE AREA FOR FIXTURES AS SHOWN IN FIGURE -1 ORDINANCE. 4.408.1 m y1 O v SING 1: PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL A NOSING IS NOT REQUIRED WFIERE THE TREAD DEPTH MINIMUM OF i 1 INCHES. REDUCED 8 ONE FULL FLUSH. 4.303.1.1 F RI L FILLI C A I m E)CGEPIlQNE: In CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE. A 5HOWER OR TUB EQUIPPED 9 : 1 2 OT TO5 N07 BE REQUIRED TO MEET THE ASTM E 1 36 REQUIREMENTS. 57AIRWAY__LANDIN65� THERE SFIALL BE A FLOOR OR LANDING AT THE TOP 6 BOTTOM OF 8. URINALS: NOT TO EXCEED O.5 GALLONS PER FLUSH. 4.303.1.2 N I I j O Y q WITH A SHOWERHEAD SHALL HAVE A MINIMUM CEILING HEIGHT OF 6 FEET 8 INCHES O B. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL PITON E. FOR THE FII.R� EEB�LOGKING OF CHIMNEYS 8 FIREPLACES, SEE SECTION R 1003.1 9. EACH STAIRWAY. THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL C. SINGLE SHOWERHEAD: MAXIMUM FLOW RATE OF 2.0 GALLONS PER MINUTE AT 80 B. WHERE THE TOP OF THE GUARD AGENOIE5 IF VIVFR51ON OR REGYGLE FACILITIES CAPABLE OF COMPLIANCE WITH L-4.0' 111 K a K w 0 t E MERGENGY ESCAPE E RESCUE: OF STAIRS THE TOP OF THE GUARD SHALL NOT BE LE55 THAN 34 INCHES 6 N07 - LivL1J1-ATION a HEATING' SHALL BE NO LESS THAN THE WIC7TH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER P51. 4.303.1.3 V a M M U 0 JHE - LL THAN SQUARE OR RECTANGLE SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK D. MULTIPLE SHOWERHEADS SERVING ONE SHOWER: THE COMBINED FLOW RATE OF LEADING EDGES OF THE T 'READS. ENE. G. THE ENFORCING AGENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF THIS OPENING. R3 1 O. THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE REQUIREDN SHALL NOT HAVE OPENINGS WHICH ALLOW LT ASPM LIGHTHT.) JLAIlON__R__3P9: LINE d THE TOTAL AREA 15 NOT LE55 THAN THAT OF A QUARTER GIRDLE WITH A RADIUS ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE I '. THE FLOOR d SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQUARE FEET. DIAMETER PASSAGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE PASSAGE O R BOUNDARIES OF THE DIVERSION FACILITY. 5 : 1 2 1.) ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LE55 EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE STAIRWAY HAS A STRAIGHT RUN, VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER R QUIRED GUARD HEIGHT, R3 2.1.3 3.)N : SUBMIT A UGTION TASTE SQUARE FEET. ITCH j THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION THE MINIMUM DEPTH IN THE DIREC%TION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES. SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION MINIMUM OPENING HEIGHT: THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. A. FROM A HEIGHT OF 36 INC, TO 42 INCHES, GUARDS SHALL NOT HAVE OPENINGS WASTE MANAGEMENT PLAN SHALL BE UPDATED A5 NECESSARY 6 SHALL BE AVAILABLE LL BE AVAILABLE SHALL BE THROUGH WINDOWS DOORS LOUVERS OR OTHER P E E APPROVED OPENINGS AT A TIME. NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED OW R EXCEPTION: A FLOOR OR LANDING 15 NOT REQUIRED AT THE TOP OF AN INTERIOR D ED A SH E HEAD. WHICH ALLOW PASSAGE OF A SPHERE 49/5 INGHE5 IN DIAMETER. i EGRESS: .I:_4. TO THE OUTDOOR AIR SUCH OPENINGS SHALL PROVIDED WITH READY AGGE55 6TAIR5 IN AN ENCLOSED GARAGE, PROVIDED A DOOR E. RESIDENTIAL LAVATORY FAUCETS: THE MAXIMUM FLOW RATE OF RESIDENTIAL FLIGHT OF STAIRS, INCLUDING RISER, TREAD d BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR / - OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. A DOES NOT 5WING OVER THE STAIRS. 831 1.1.6. LAVATORY FAUCETS SHALL NOT EXCEED 1.5 GALLONS PER MINUTE AT 60 PSI. THE IN DIAMETER. FUTURE USE OR SALE. THE MINIMUM OPENABLE AREA TO THE OUTDOORS 5HALL BE 4 PERCENT OF THE WE N NI MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE SS HANDRAILS: STAIRWAY5 WITHINO LLI G U 8 SPIRAL 5TAIRWAYS ARE PERMITTED TO LE G. THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE B. SPECIFY IF CONSTRUCTION a DEMOLITION WASTE MATERIALS W ILL BE SORTED ON- ' WHEN MEASURED BETWEEN THE FACE OF THE DOOR a THE STOP WITH THE DOOR OFA SPHERE 43/8 INCHES IN DIAMETER. FLOOR AREA BEING VENTILATED. TI HAVE A HANDRAIL ON ONE SIDE ONLY. A CONTINUOUS RUN OF TREADS OR FLIGHT OF THAN 0.8 GALLONS PER MINUTE AT 20 P51. 4.303.1.4.1 4'-1 OPEN DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT SIMO IN DWELLING UNITS, WHERE THE OPENING OPERABLE WINDOW 15 G. IDENTIFY DIVERSION FAGILITIE5 WHERE THE CONSTRUCTION /DEMOLITION WASTE BALLOON FRAME AT ANGLE 2. ) AP-OININO-Il : FOR THE PURPOSE OF DETERMINING LIGHT e VENTILATION 5TAIR5 WITH LE55 THAN FOUR RISERS DOES NOT REQUIRE HANDRAILS. R3 1 1.7.6. F. KITCHEN FAUCETS: THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT R D LOCATED d ABOVE THE FINISHED GRADE OR SURFACE BELOW THE LOCATED MORE THAN MA) ERIA'_ WILL BE TAKEN. E I TO THE BOTTOM OF THE STOP. CROSS -HATCHED AREA. REQUIREMENTS, ANY ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING HEIGHT: HANDRAIL HEIGHT, ME,45UREO ABOVE STAIR TREAD N051N65, OR FINISH EXCEED 1.8 GALLONS PER MINUTE AT 60 FBI. KITCHEN FAUCETS MAY NOOSE- DRYER CONSTRUCTION /DEMOLITION WASTE GENERATED. ROOM WHEN AT LEAST ONE-HALF OF THE AREA OF THE COMMON WALL 15 OPEN a SURFACE OF RAMP SLOPE, 5HALL BE UNIFORM, NOT LESS THAN 34 INGHE5 a NOT MORE TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO O OPERABLE SECTIONS OF WINCOWS SHALL NOT PERMIT OPENINGS THAT ALLOW TO TERMINATE BI -PASS DOORS I j �j VENT UNOBSTRUCTED a PROVIDES AN OPENING OF NOT LE55 THAN ONE-TENTH OF THE THAN Be, INGHE5. R3 1 1.18.1. EXCEED 2.2 GALLONS PER MINUTE AT 60 P51,4 MUST DEFAULT TO A MAXIMUM FLOW Q FLOOR AREA OF THE INTERIOR ROOM BUT NOT LE55 THAN 25 SQUARE FEET 8303 2 R 36' MIN. FROM ANY 4J WASTE UTILIZE A WASTE MANAGEMENT COMPANY, 5068 y 3.) BATHROOMS: BATHROOMS, WATER CLOSET COMPARTMENTS /OTHER similar 5 , NA17H GRASPABILITY; HANDRAILS WITH A CIRCULAR GROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1 1 /4 INGHE5 J NOT GREATER THAN 2 INCHES. IF THE HANDRAIL ATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. NOTE: WHERE COMPLYING FAUGET5 ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE (r WINDOW OPENING. , A 06 ROOMS SHALL BE PROVIDED WINDOWS OF NOT AREA IN INI AGGREGATE GLAZING AREA LESS 5 SQUARE FEET, ONE-HALF IS NOT CIRCULAR, IT SHALL HA,✓E A PERIMETER DIMENSION OF AT LEAST 4 INCHES 6 NOT REDUCTION. 4.303.1.4.4 C THAN OF WHIGH MUST BE GREATER THAN 61/4 INCHES fNITH A MAXIMUM CRO55-SECTION DIMEN51ON OF 21/4 OUTDOOR IRRIGATION CONTROLLERS 4.304.1: AUTOMATIC IRRIGATION SYSTEM HVAC COND. UNIT: a EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT a EDGE5 5HALL HAVE A MINIMUM RADIUS OF 0.0 i INCH. CONTROLLERS FOR LANDSCAPING PROVIDED BY THE BUILDER a INSTALLED AT THE TIME SEE ELEGTRIGAL 1 INGHE5. LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM LOCAL EXHAUST RATES CONT)NUITY: HANDRAILS FOR STAIRWAY5 5HALL BE CONTINUOUS FOR THE FULL LENGTH OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING: NOTE 32 8 1111 SHALL BE 50 CUBIC FEET PER MINUTE INTERMITTENT OR 20 CUBIC, FEET PER MINUTE OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RI5ER TO A POINT DIRECTLY A. CONTROLLERS SHALL BE WEATHER- OR SOIL MOISTURE -BASED CONTROLLERS ENVIRONMENTAL CONTINUOUS VENTILATION IN ACCORDANCE WITH THE CALIFORNIA MECHANICAL ABOVE THE LO WE5T RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL THAT AUTOMATICALLY ADJUST IRRIGA710N IN RESPONSE TO CHANGES IN PLANTS' QUALITY NOTE 11. CODE, CHAPTER 4. TERMINATE IN NEWEL POSTS OR SAFETY ERMINAL5. HANDRAILS ADJACENT TO A WALL NEEDS AS WEATHER CONDITIONS CHANGE. on HEATING: SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCHES BETWEEN THE WALL d THE B. WEATHER -BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR HVAC: 0 m a 1.) EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FAGILITIE5 CAPABLE OF E HANDRAILS.. R3 1 1.1.8.2 COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A L E Y O MAINTAINING A MINIMUM ROOM TEMPERATURE OF 66'F AT A POINT 3 FEET ABOVE THE EX. N5: SEPARATE WIRED WIRELESS RAIN 5EN50R W HIGH CONNECTS OR AT THE TIME OF ROUGH mo E FLOOR 1 2 FEET FROM EXTERIOR WALL5 IN ALL HABITABLE ROOMS. R3OBA A. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE HAND TH COMMUNICATES WITH THE GONTROLLER(5). SOIL MOISTURE -BASED CONTROLLERS INSTALLATION OR DURING STORAGE TANKLESS '. CEILING HEIGHTS: TURN. ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. ON THE GONSTRUTU ON SITE AND WATER � C HABITABLE SPALL- B. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL 15 MATESENT CONSERVATION a RESOURCE UNTIL FINAL STARTUP OF THE -1 HEATER HEATING AND COOLING EQUIPMENT, 1 HEATER HALLWAYS, BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS BASEMENTS ALLOWED OVER THE LOWEST TREAD. -NG iJ RODENT PROOFING: ANNULAR SPACES AROUND PIPES, ELECTRIC GABLES, ALL DUCT AND OTHER RELATED AIR DRYER NOT LESS H THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. GUARDS: WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALY.ING OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS DISTRIBUTION COMPONENT VENT R305AINING SURFACES, STAIRS, RAMPS 8 LAN DIN65 THAT ARE LOCATED MORE THAN 301NGHE5 SHALL BE SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING OPENINGS SHALL COVERED WITH ❑ EXCEP_T10N5: EXCEPTIONS: FLOOR OR GRADE BELOW A7 ANY POINT WIT IN MEASURED VERTICALLY TO THE T H 36 '.DDE OPENINGS w1 R METHOD TH GEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD EE TAPE PLASTIC SHEET METAL OR ELECT. SERVICE: 1. FOR ROOMS WITH SLOPED CEILINGS AST 50 N IR LE PERCENT OF THE REQU ED OF THE OPEN SIDE. GUARDS SHALL B A QUA IN INCHES HORIZONTALLY TO THE E E DE TE 'ORDANGE AGGEPTABLE TO THE ENFORCING AGENCY. 4.406.1 G OTHER METHODS, 200 AMP ELECT. HEIGHT FLOOR AREA OF THE ROOM MUST HAVE A CEILING HEIGHT OF AT LEAST l FEET < NO E STRENGTH d ATTACHMENT IN AGw WITH SECTION 831 2. 2. CONSSRUCSIONYfA57E1MNAGEMENI: RECYCLE AND/OR SALVAGE FOR REUSE A SERV ICE METER PORTION OF THE REQUIRED FLOOR AREA MAY HAVE A CEILING HEIGHT OF E55 THAN L HEIGHT: REQUIRED GUARDS SHALL BE NOT LESS THAN 42 INGHE5 HIGH, MEASURED MINIMUM OF 50 PERCENT F N- O THE NO HAZARDOUS CONSTRUCTION d DEMOLITION 46'H MIN. - 75" MAX 5 FEET. VERTICALLY ABOVE THE ADJAGWALKING ALKING SURFACES, ADJACENT FIXED SEATING OR WASTE IN ACCORDANCE WITH EITHER SECTION 4.408.3 OR OR MEET -CONFIRM LOLAIION• m '. 2J BATHROOMS SHALL HAVE A MINIMUM CEILING HEIGHT OF b FEET 8 INCHES AT THE THE LINE CONNECTING, THE LEADING EDGES OF THE TREADS. 831 2.1.2. EXCEPTIONS: DEMOLITION AMORE STRINGENT LOCAL CONSTRUCTION a DEMOLITION WASTE MANAGEMENT MANAGEMENT H a 0 E O CENTER OF THE FRONT CLEARANCE AREA FOR FIXTURES AS SHOWN IN FIGURE A. GUARDS ON THE OPEN 51C)ES OF STAIRS SHALL HAVE A HEIGHT NOT LE55 THAN 34 ORDINANCE. 4.408.1 m y1 O v 8301.1. THE CEILING HEIGHT ABOVE FIXTURES SHALL BE SUCH THAT THE FIXTURE 15 FROM A LINE CONNECTING THE LEADING EDGES OF E)CGEPIlQNE: N i Q = CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE. A 5HOWER OR TUB EQUIPPED INCHES MEASURED VERTICALLY A. EXCAVATED SOIL a LAND -CLEARING DEBRIS. I j O Y q WITH A SHOWERHEAD SHALL HAVE A MINIMUM CEILING HEIGHT OF 6 FEET 8 INCHES THE TREADS. ALSO SERVES AS A HANDRAIL ON THE OPEN SIDES B. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL N 0 H ABOVE A MINIMUM AREA 50 INCHES BY 50 INCHES AT THE SHOWERHEAD. B. WHERE THE TOP OF THE GUARD AGENOIE5 IF VIVFR51ON OR REGYGLE FACILITIES CAPABLE OF COMPLIANCE WITH L-4.0' 111 K a K w 0 t E MERGENGY ESCAPE E RESCUE: OF STAIRS THE TOP OF THE GUARD SHALL NOT BE LE55 THAN 34 INCHES 6 N07 - THIS ITEM DO NOT EXIST OR ARE NOT LOCATED REASONABLY CLOSE TO THE V a M M U MORE THAN 38 INCHES MF ASURED VERTICALLY FROM ALINE CONNECTING THE JHE - LL SLEEPING ROOMS SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE /RESCUE LEADING EDGES OF THE T 'READS. ENE. G. THE ENFORCING AGENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF THIS OPENING. R3 1 O. THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE REQUIREDN SHALL NOT HAVE OPENINGS WHICH ALLOW LT ASPM SECTION WHEN ISOLATED JOB SITES ARE LOCATED IN AREAS BEYOND THE HAUL I '. THE FLOOR d SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQUARE FEET. DIAMETER PASSAGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE PASSAGE O R BOUNDARIES OF THE DIVERSION FACILITY. 'EXCEPTION: GRADE FLOOR OPENINGS SHALHAVE A MINIMUM NET CLEAR OPENING OF 5 R QUIRED GUARD HEIGHT, R3 2.1.3 3.)N : SUBMIT A UGTION TASTE SQUARE FEET. EXCEPTIONS: MANAGEMENT PLAN IN CONFORMANCE WITH ITEMS A THROUGHGH E. E. THE MINIMUM OPENING HEIGHT: THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. A. FROM A HEIGHT OF 36 INC, TO 42 INCHES, GUARDS SHALL NOT HAVE OPENINGS WASTE MANAGEMENT PLAN SHALL BE UPDATED A5 NECESSARY 6 SHALL BE AVAILABLE LL BE AVAILABLE MINIMUM OPENIN6 WIDTH: THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. WHICH ALLOW PASSAGE OF A SPHERE 49/5 INGHE5 IN DIAMETER. DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. 4.408.2 EGRESS: S. THE TRIANGULAR OPENINF55 AT THE OPEN 51DE5 OF A STAIR, FORMED BY THE A. IDENTIFY THE CONSTRUCTION a DEMOLITION WASTE MATERIALS TO BE DIVERTED RISER, TREAD d BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR 1.) AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED. R3 1 1 THE EGRESS DOOR IN DIAMETER. FUTURE USE OR SALE. SHALL BE SIDE -HINGED a SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES G. THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE B. SPECIFY IF CONSTRUCTION a DEMOLITION WASTE MATERIALS W ILL BE SORTED ON- ' WHEN MEASURED BETWEEN THE FACE OF THE DOOR a THE STOP WITH THE DOOR OFA SPHERE 43/8 INCHES IN DIAMETER. SITE (SOURCE SEPARATED) OR BULK MIXED (SINGLE STREAM). 4'-1 OPEN DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT SIMO IN DWELLING UNITS, WHERE THE OPENING OPERABLE WINDOW 15 G. IDENTIFY DIVERSION FAGILITIE5 WHERE THE CONSTRUCTION /DEMOLITION WASTE ' INCHES I M THE F BE LE55 THAN 78 I G ES IN HEIGHT MEASURED FRO E TOP O THE THRESHOLD 5 R D LOCATED d ABOVE THE FINISHED GRADE OR SURFACE BELOW THE LOCATED MORE THAN MA) ERIA'_ WILL BE TAKEN. E I TO THE BOTTOM OF THE STOP. L AR O ENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES LOWEST PART OF THE CLEAR OF' D. IDENTIFY GONSTRUGTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF I. 2J THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOUR. ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. CONSTRUCTION /DEMOLITION WASTE GENERATED. THE WIDTH OF EACH LANDING SHALL NOT BE LE55 THAN THE DOOR SERVED. EVERY OPERABLE SECTIONS OF WINCOWS SHALL NOT PERMIT OPENINGS THAT ALLOW E. SPECIFY THAT THE AMOUNT OF CONSTRUCTION a DEMOLITION WA5TE MATERIALS LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES MEASURED IN THE PA55AGE OF A ER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN DIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME BUT NOT BY BOTH. , DIRECTION OF TRAVEL. EXTERIOR SHALL BE PERMITTED TO HAVE A 24 INCHES OF THE FINISHED FLOOR. 831 2.2.1 HE FINISHED FL 4J WASTE UTILIZE A WASTE MANAGEMENT COMPANY, RTIC L I SLOPE NOT TO EXCEED 114 UNIT VERTICALCENT). 12 UNITS LAT RPOINTS FORCINPAGE APPROVED BY THE ENFORCINGIAEUE �HICH CAN PROVIDE IOLI17ION PERCENTAGE 3.) 5TAIRWAYS SHALL NOT BE LE55 THAN 56IING ES IN CLEAR NVTHN ALL LEGAL REQUIREMENT DOCUMENTATION THAT THE OF CONSTRUCTION 6 D MNCY, WASTE ABOVE THE PERMITTED HANDRAIL HEIGHT a BELOW THE REQUIRED HEADROOM 1.) PERMIT ON 51TE: A COPY OF THE BUILDING PERMIT MUST BE KEPT ON SITE UNTIL THE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH SECTION 4.408.1. NOTE: THE 2 SHELVES it ais-r rs:�, . 2868 BACKING WORK IS COMPLETED a A FINAL INSPECTION HAS BEEN MADE. R 105.1 OWNER OR CONTRACTORMATE MAY MAKE THE DETERMINATION IF THE TION t 1 R TOWEL DRYER - MANAGEMENT DEMOLITION WASTE MATERIALS WILL BE DIVERTED BY A WA5TE MANAGEMENT COMPANY. GONG. BA BAR 8 44" VENT TO 5.) WA5TEETREAM REDLOSION__ALTERNATIVE: PROJECTS THAT GENERATc A TOTAL • 20 1 3 CALIFORNIA BUILDING CODE (GBG), INCHES WHERE A HANDRAIL 15 INSTALLED ON ONE SIDE a 27 INCHES WHERE OUTSIDE COMBINED WEIGHT OF CONSTRUCTION a DEMOLITION WA5TE DI9PO5ED OF IN LANDFILLS, m HANDRAILS ARE PROVIDED ON BOTH SIDES. AIR WHICH DO NOT EXCEED FOUR (4) LBS./SQ. FT. OF THE BUILDING AREA SHALL MEET THE J RE SPRINKLER 5Y5TEM: FJRE FOUNDA_T_LOL15�4gAINA_GEa SHALL BE DIVERTED TO A STORM SEWER MINIMUM 50 PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION °v 60 PSI LAUNDRY 4.405.1. *2013 CALIFORNIA PLUMBING CODE (GPO), 1 J AN RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED. 3 WASHER VINYL FLOOR 6.) DOCUMENTATION: DOCUMENTATION SHALL PROVIDED TO THE ENFORCING AGENCY 43 PION: AN BE ' EXCEPTION: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL NOT BE SPACE IO WHICH DEMONSTRATES COMPLIANCE WITH SECTION 4.4L0.2, ITEMS 1 THROUGH 5, SECTION m _ r.P. WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 1 O FEET. 4.400.3 OR SECTION 4.400.4. 92013 CALIFORNIA FIRE GORE (CFO), 1 .• III 8 ,v O. Y as.. II 1 ae - -r HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER HIDE OF WORK IS COMPLETED a A FINAL INSPECTION HAS BEEN MADE. R 105.1 OWNER OR CONTRACTORMATE MAY MAKE THE DETERMINATION IF THE TION t THI5-FL-AN TO COMPLY W ITN THE FOLLOW INC- THE STAIRWAY a THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT 6 BELOW THE 2.) LOWEST FLOOR ELEVA710 N: IN FLOOD HAZARD AREAS AN ELEVATION MANAGEMENT DEMOLITION WASTE MATERIALS WILL BE DIVERTED BY A WA5TE MANAGEMENT COMPANY. GONG. HANDRAIL HEIGHT, INCLUDING TREADS d LANDINGS, SHALL NOT BE LESS THAN 31 1/2 CERTIFICATE 15 REQUIRED AFTER PLACEMENT OF THE LOWEST FLOOR BEFORE 5.) WA5TEETREAM REDLOSION__ALTERNATIVE: PROJECTS THAT GENERATc A TOTAL • 20 1 3 CALIFORNIA BUILDING CODE (GBG), INCHES WHERE A HANDRAIL 15 INSTALLED ON ONE SIDE a 27 INCHES WHERE PROCEEDING WITH CONSTRUCTION ABOVE, R 106.1.3. COMBINED WEIGHT OF CONSTRUCTION a DEMOLITION WA5TE DI9PO5ED OF IN LANDFILLS, • 20 1 3 CALIFORNIA RESIDENTIAL CODE (ORO), HANDRAILS ARE PROVIDED ON BOTH SIDES. VEL WHICH DO NOT EXCEED FOUR (4) LBS./SQ. FT. OF THE BUILDING AREA SHALL MEET THE THE FLOOR, a 15 ADJACENT TO A WALKING SURFACE. RE SPRINKLER 5Y5TEM: FJRE FOUNDA_T_LOL15�4gAINA_GEa SHALL BE DIVERTED TO A STORM SEWER MINIMUM 50 PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION *2015 CALIFORNIA MECHANICAL CODE (GMC), 60 PSI DRAINAGE: R401.3 5URFAGE DRAINAGE 4.405.1. *2013 CALIFORNIA PLUMBING CODE (GPO), 1 J AN RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED. 3 JVE POINT F GTION THAT OR OTHER APPRC D O O E T T DOES NOT CREATE A 6.) DOCUMENTATION: DOCUMENTATION SHALL PROVIDED TO THE ENFORCING AGENCY PION: AN BE ' EXCEPTION: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL NOT BE SURFACE HAZARD. LOTS SHALL BE GRADED TO DRAIN 5URFAGE WATER AWAY FROM FOUNDATION HAZARD. L07 IO WHICH DEMONSTRATES COMPLIANCE WITH SECTION 4.4L0.2, ITEMS 1 THROUGH 5, SECTION • 201 3 CALIFORNIA ELECTRICAL GORE (CEG), REQUIRED FOR ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS THAT ARE NOT WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 1 O FEET. 4.400.3 OR SECTION 4.400.4. 92013 CALIFORNIA FIRE GORE (CFO), ALREADY PROVIDED WITH AN AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM. 8313.2 EXCEPTION WHERE LOT LIN E5 WALLS SLOPES OR OTHER PHYSICAL BARRIERS AMP A. SAMPLE FORMS FOUND N'A GUIDE THE CALIFORNIA GREEN BUILDING STANDARDS • 20 1 O CALIFORNIA ENERGY CODE '. 2J WHERE INSTALLED, RESIDENTIAL FIRE SPRINKLER SYSTEMS, OR PORTIONS THEREOF, PROHIBIT 6 INCHES OF FALL WITHIN 1 O FEET. DRAINS OR SWALES SHALL BE CODE (RESOENTIAU' iN LOCATED AT W W W.HGD.GA.GOV/GALGREEN.HTML MAY BE . SHALL BE IN ACCORDANCE WITH NFPA 1 SD OR SECTION R3 1 3. CONSTRUCTED TO ENSURE L)RAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS USED TO ASSIST IN DOCUMENTING COMPLIANCE WITH THIS SECTION. • 201 3 CALIFORNIA GREEN BUILDINGS STANDARDS CODE GuOKE ALARM5- 5URFACE5 WITHIN 1 O FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A B. MIXED CONSTRUCTION t DEMOLITION DEBRIS (CDD) PROCESSORS CAN BE LOCATED (COMMONLY GALLED "GALGREEN') -1.) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS R314: MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING. AT THE CALIFORNIA DEPARTMENT OF RESOURCES RECYCLING d RECOVERY • 201 3 ORO SECTION 8321 FOR EXTERIOR WILDFIRE EXPOSURE IN A. IN EACH SLEEPING ROOM. 8314.3. FRAMING GENERAL (CALREOYGLE). 1') OPERATION 4 MANUAL AT THE TIME FINAL INSPECTION, A MANUAL, A W ILDLAND URBAN INTERFACE. B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE 1.) WOOD PLATE5 OR SILO SHALL BE BOLTED OR ANCHORED TO THE FOUNDATION -MAINTENANCE VISNDMB-BASE DI COMPACT DISC, WEB -BASED REFERENCE OR OTHER MEDIA ACCEPTABLE THE 1111111111 BEDROOMS. R314.3 WITH A MINIMUM 1/21- DIAMETER STEEL BOLTS OR OTHER APPROVED ANCHORS. ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE A 2.) WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN BOLTS SHALL Be EMBEDDED AT LEAST 7' INTO THE CONCRETE 8 SHALL BE BUILDING: INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A SPACED NOT MORE THAN 6 APART. THERE SHALL BE A MINIMUM OF TWO BOLTS 1. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH MANNER THAT THE ACTUATION OF ONE ALARM WILL ACT' VATE ALL OF THE ALARMS IN PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" OR LESS THAN 4' THE BUILDING THROUGHOUT THE LIFE OF THE STRUCTURE. NOTE' 1 THE INDIVIDUAL UNIT. LL 4.5 I. 3J SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING FROM EACH END OF THE PIECE. R403. 1.6 2J PLATE WASHERS, A MINIMUM OF 0.229 INCH BY 3 INCHES BY 3 INCHES IN SIZE, INSTRUCTIONS 2. OPERATION a MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING. A. EQUIPMENT 6 APPLIANCES, INCLUDING WATER -SAVING DEVICES d SYSTEMS, HVAC PLC FLOOD ELEVATION GERTIFIGATE PREPARED BY A "FINISHED" CONSTRUCTION FLOOD PROVIDED THAT SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE a SHALL BE SHALL BE PROVIDED BETWEEN THE FOUNDATION BILL PLATE a THE NUT EXCEPT SYSTEMS, WATER -HEATING SYSTEMS! OTHER MAJOR APPLIANCES 6 EQUIPMENT. LAUREN J. MGSWAIN. ELEVATION CERTIFICATE IS EQUIPPED WITH A BATTERY BACKUP. R31 4.4 WHERE APPROVED ANCHOR STRAPS ARE USED. THE HOLE IN THE PLATE WASHER S. ROOF d YARD DRAINAGE, INCLUDING GUTTERS 6 DOWNSPOU75. •TOP OF BOTTOM FLOOR (INCL 5 A 5 E MENT): 662.4' REQUIRED PRIOR TO FINAL EXCEPTIONS: SMOKE ALARMS ARE PERMITTED TO BE 50LELY BATTERY OPERATED IN 15 PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/ 1 6 INCH G. SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS 6 AIR FILTERS. •LOWEST ELEV OF MACHINERY: 662.4' EXISTING BUILDINGS WHERE NO CONSTRUCTION 15 TAKING PLACE. LARGER THAN THE BOLT DIAMETER a A SLOT LENGTH NOT TO EXCEED 1 3/4 D. LANDSCAPE IRRIGATION SYSTEMS. •LOWEST ADJACENT FINISHED GRADE: 659.7' APPROVAL OF THIS STRUCTURE. CARBON MONOXIDE Al ARMS• INCHES, PROVIDED A STANDARD OUT WASHER 15 PLACED BETWEEN THE PLATE E. WATER REUSE SYSTEMS. •HIGHEST ADJACENT FINISHED GRADE: 66 1.8' LANDINC-5: THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 1.95 INCHES BELOW THE T(0P OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR; STORM OR SCREEN DOOR, DOES NOT 5WING OVER THE LANDING. o GONG. STOOP (MIN. 36" IN U 6 DIRECTION OF TRAVEL) O D SLIDING 5AFETY_ GLA55 DOOR LIVING ROOM CARPET FLOOR DINING AREA SEE ENVIRONMENTAL NOTES 7-9 a 12. CARPET FLOOR "m SEE ENVIRONMENTAL I NOTES 1-9 a 12. m 3:12 PITGN 8:12 TCH CIE AY: II/;// - PR E UNOBST TED, FOL"_, FLOOR T THAN 24' WIDE x LE55 TH IN LENGTH, FROM AGC' 70 H UNIT. 2013 GMC, TION 904.1 1. DROP CEILING TO 8' ® SHADED AREA. _.. 605OL5 II 3068 L-4.0' �i �.. V I 2I A VERTICAL EDGE OF THE COOR IN A CLO5ED P051TION d WHERE THE BOTTOM B. TERMITE BAITING SYSTEM INSTALLED a MAINTAINED ACCORDING TO THE LABEL. ,3068- G. PRESSURE -PRESERVATIVE -TREATED WOOD IN ACCORDANCE WITH THE PROVISIONS GONG. OOP v cv . (MIN. 56" IN SPECIFIED IN SECTION R3 15.1. DIREC rION P OF TRA VEL 5.) CHEMICAL TERMITIC IDE TREATMENT SHALL INCLUDE 501L TREATMENT AND/OR FIELD THE FLOOR, a 15 ADJACENT TO A WALKING SURFACE. APPLIED WOOD TREATMENT. THE CONCENTRATION, RATE OF APPLICATION d METHOD 5.) GLAZING ADJACENT TO STAIRTAYS, LANDINGS d RAMPS WITHIN 36' HORIZONTALLY v v SCALE: 114" - V -O" O N E�4gPJ-AN_ TE5- 1.) THIS PLAN SHALL COMPLY WITH THE REQUIREMENTS OF THE 201 3 CRO SECTION 832-1 FOR THE WILDLAND-URBAN INTERFACE. 2.) AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE REQUI2ED A5 PER SECTION R31 3.3 OR NFPA 1 3D. DESIGN BY OTHERS. 3.) SUBMIT FINAL CONSTRUCTION WA5TE MANAGEMENT REPORT TO THE OUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. 4. PLATE HEIGHT TO BE 8' UNLESS NOTED OTHERWISE. 5.) TYPICAL WALL FRAMING, UNLESS NOTED OTHERWISE: EXTERIOR WALLS: 2'kb' DF STUDS O 1 6'r.16 INTERIOR W ACLS: 2'x4' DFTU 5 DS 0 1 6" G/G WA5HER 6 THE NUT. R&02-11 S. INFORMATION FROM LOCAL UTILITY, WATER a WA5TE RECOVERY PROVIDERS ON 1.) FOR NEW CONSTRUCT ON, AN APPROVED CARBON MONOXIDE ALARM SHALL BE 5.) FOUNDATION PLATES OR SILLS THAT REST ON EXTERIOR FOUNDATION WALLS d METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE INSTALLED IN DWELLING UNITS B IN SLEEPING UNITS WITHIN WHIGH FUEL -BURNING ARE LESS THAN 5' FROY1 EXPOSED EARTH SHALL BE OF NATURALLY DURABLE PROGRAMS 6 LOCATIONS. APPLIANCES ARE INSTALLED a IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. OR PRESERVATIVE -TREATED WOOD. 4. PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. R3 1 5. 4.) P05T5, 61RDERS, J015T6 Q SUBFLOOR LOCATED IN A CRAWL SPACE MUST BE 5. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE 2J CARBON MONOXIDE ALARMS REQUIRED BY SECTIONS 831 5.1 a 831 5.2 SHALL BE NATURALLY DURABLE OR TREATED WOOD W NEN THE FLOOR JOISTS ARE LESS HUMIDITY BETWEEN 30-60 PERCENT d WHAT METHODS AN OCCUPANT MAY USE TO INSTALLED IN THE FOLLOWING LOCATIONS: THAN 1 0" OR WOOD GIRDERS ARE LESS THAN 1 Y ABOVE THE EXPOSED MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. A. OUT51PE OF EACH SEPARATE DWELLING UNIT 5LEEPING AREA IN THE IMMEDIATE GROUND. 6. INFORMATION ABOUT WATER -CONSERVING LANDSCAPE a IRRIGATION 7EVGN t VICINITY OF THE BEDROOM(5). 5.) WOOD ROOF TRUSS MEMBERS a COMPONENTS SHALL NOT BE CUT, NOTCHED, CONTROLLERS WHICH CONSERVE WATER. B. ON EVERY LEVEL OF A DWELLING, UNIT INCLUDING BASEMENTS. DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE WRITTEN 1. INSTRUCTIONS FOR MAINTAINING GUTTERS d DOWNSPOUTS I THE IM _ IMPORTANCE OF _-- - - -- I �__ __ _ _____ .__........... ' -- _.,. .._ /. 4OOD_P_ROTEGTION: APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. THE TRUSS DESIGN SHALL DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. 1 J PROTECTION OF WOOD d WOOD BASED PRODUCTS FROM DECAY SHALL BE TAKE INTO ACCOUNT ANY LOADS SUCH AS HVAC, OR PLUMBING EQUIPMENT. 8. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT p �L ALL MATERIALS AT OR INSTALL ALL MECHANICAL 1 pp LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. Refer to APPROVED PLANS for PROVIDED IN THE FOLLOWING_OGATION5 BY THE USE OF NATURALLY DURABLE WOOD FJ..00RF�AM_ING: 9. INFORMATION ABOUT STATE SOLAR ENERGY 6 INCENTIVE PROGRAMS AVAILABLE. BELOW BASE FLOOD EQUIPMENT AS SPECIFIED DN Flood Zone-, A OR WOOD THAT IS PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA U 1 FOR THE 1,) CRAWL SPACE AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL 10. A CO -Y OF ALL SPECIAL INSPECTION VERIFICATIONS REOUIRED BY THE ENFORCING additional notes and information THE FLOOD ELEVATION SPECIES, PRODUCT, PRESERVATIVE d END USE. section r31 7. PRESERVATIVES SHALL MEANS OR BY OPENINGS INTO THE UNDER -FLOOR AREA WALLS, SUGH OPENINGS AGENCY OR THI5 CODE, ELEVATION SHALL BE O6op•7�3 BE LISTED IN SECTION 4 OF AWPA U 1. SHALL HAVE A NET AREA OF NOT LESS THAN 1 SOFT FOR EACH 150 SOFT OF for this project STATED ON THE FEMA FIRM F.I.R.M. f 75,C A. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER UNDER -FLOOR AREA. OPENINGS SHALL BE LOCATED 50 AS TO PROVIDE CROSS FLOOD RESISTANT. THAN I8 INCHES OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES TO THE VENTILATION. SUCH OPENING5 SHALL BE COVERED WITH GORRO51ON-RE5ISTANT _- ELEVATION CERTIFICATE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE WIRE MESH WITH OPENING6 NOT GREATER THAN 1 /8" OR OTHER APPROVED PERIPHERY OF THE BUILDING FOUNDATION. MATERIALS WITH THE LEAST DIMENSION OF THE COVERING NOT TO EXCEED 1 /4" IN ° B. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR PROVIDE "BUILDING UNDER - `� o DIMENSION. 8408 ti ', FOUNDATION WALLS 6 ARE LE55 THAN 8 INCHES FROM THE EXPOSED GROUND. 2.J CRAWL SPACES SHALL BE PROVIDED WITH A MINIMUM OF ONE AGGE55 OPENING Finished COnstrUCfaon FIOOd �� � � j / o' O. 51LL5 d SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT 151N DIRECT CONTACT NOT LESS THAN 18" 5Y 2.1.. R405A CONSTRUCTION" FLOOD - - '� J / � % , WITH THE GROUND UNLE55 SEPARATED FROM 5UCH 5LA13BY AN IMPERVIOUS EleVatfon; Certificate required %' / i - MOISTURE BARRIER. ROOF d CEILING FRAMING: ELEVATION CERTIFICATE PRIOR / : . D. THE ENDS OF WOOD 61RDER5 ENTERING EXTERIOR MASONRY OR CONCRETE WALLS 1.) ATTIC VENTILATION: ATTICS d ENCL05ED RAFTER SPACES SHALL HAVE CRO55 TO FRAME INSPECTION g p �� / k HAVING CLEARANCES OF LE55 THAN 1/2 INCH ON TOP5, SIDES/ ENDS. VENTILATION FOR EACH SEPARATE SPACE. A MINIMUM OF 1' OF AIRSPACE 15 Pnor tofinal buildin Ins eCtion �„ _ �� / E. WOOD SIDING, SHEATHING d WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING REQUIRED BETWEEN THE INSULATION a THE ROOF SHEATHING. THE NET FREE ,. ... - -.n. %P / , A CLEARANCE OF LESS THAN 6 INCHES FROM THE GROUND OR LE55 THAN 2 INCHES VENTILATING AREA SHALL- NOT BE LESS THAN 1 / 150 OF THE AREA OF THE SPACE a' ON �,. "'��' MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS, 1 VENTILATED, WITH HALF OF THE VENTING LOCATED IN THE UPPER PORTION OF THE �y ? z,, `' • / /, t. „�� SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. SPACE a THE BALANCE PRCOVIDED BY SOFFIT VENTS. 8806 /�/yN % / 'I- z� �s: / f�,a. F. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE -PERMEABLE FLOORS OR 2.) THE MINIMUM NET FREE VENTILATING AREA MAY BE REDUCED TO 1 /300 OF THE%i/ ' ROOFS THAT ARE EXPOSED S THE WEATHER, SUCH E CONCRETE F MASONRY AREA WHEN AT LEAST 40 %/ NOT MORE THAN 50% OF THE REQUIRED F.G.FS,H.I= 5. H.O. // �H/ j ,, `'_:;, SLABS, VNLE55 SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS VENTILATORS ARE LOCATED IN THE UPPER PORTION OF THE ATTIC, OR RAFTER EIRI �� gy ,j,_ ' �� / MOISTURE BARRIER. SPACE 8806 2 /e /� :-� / % / / w,l i G. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY 3.J ATTIC AGGE55. AN OPENING NOT LE55 THAN 20' BY 30 SHALL 8E PROVIDED 70 / i ® // I . � ! ' w t� �� TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW ANY ATTIC HAVING A GLEAR HEIGHT OF OVER 30". A 30' MINIMUM CLEAR '�, ® �'�� / �.. _ ' �� j�� ' GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER 15 APPLIED BETWEEN THE HEADROOM IN THE ATTIC, SHALL BE PROVIDED AT OR ABOVE THE ACCESS ROKE D•H• R ' F• P•T• - - / c �� /� p I-. �•� //�/ .r ' WALL d THE FURRING STRIPS OR FRAMING MEMBERS. OPENING. RBO-L1 '� �� %i� 2.) LUMBER 4PLYWOODREQUIRED'iOBEPRE55URE-PRESERVATIVE-TREATEDIN ARCH ',. _ �� SAFETY GLAZING: 6 ", _ , , ,/ , _ ACCORDANCE WITH SECTION 831 6.1 SHALL BEAR THE QUALITY MARK OF AN � �/�/. �� ✓ / ' HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING INCLUDE THE FOLLOWING: - - __ '� .�, / ;/i %� APPROVED INSPECTION AGENCY. I'U" ®� 'yy / ® , / I/' 3J WOOD/PLASTIC COMPOSITES USED IN EXTERIOR DECK BOARDS, STAIR TREADS, 1.) GLAZING IN SWINGING DOORS EXCEPT JAL GLAZING 11N FIXED a OPERABLE PANELS OF - �;, . , ,,:. /,4,., SLIDING DOOR d 81FOLD ASSEMBLIES, Q GLAZING IN STORM DOORS. T. e a ® ® w HANDRAILS a GUARDRAIL SYSTEMS SHALL BEAR A LABEL INDICATING THE REQUIRED OUN i y ,�, / 2J GLAZING IN DOORS d ENCLOSURES FOR HOT TU65, WHIRLPOOLS, SAUNAS, STEAM � I. ® ®/� i PERFORMANCE LEVELS a DEMONSTRATING COMPLIANCE WITH THE PROVISIONS OF ,�y I F.0 % / ASTM D 1032. ROOMS, BATHTUBS d SHOWERS, a GLAZING IN ANY PORTION OF A BUILDING WALL TOP r°% I i ® i ENCLOSING THESE COMPARTMENT5 WHERE THE BOTTOM EXPOSED EDGE OF THE " / / / i ,/ // gg / v $ 4J IN AREAS SUBJECT TO DAMAGE FROM TERMITES A5 INDICATED BY TABLE R50 1.2(1), GLAZING IS LESS THAN 60" ABOVE A STANDING 5URFAGE. �,0 , i/' 9.''. /� , i ®: '//� % #G /// j'; METHODS OF PROTECTION SHALL BE ONE OF THE FOLIO WING METHODS ORA u ��� �,I`; ����� +'. 3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR_ - O/� �% a vi6. �/ ` / i%a .. // aLA Dna ,i, of s: COMBINATION OF THESE METHODS: WHERE THE NEAREST EXPO. dED EDGE OF THE GLAZING 15 WITHIN A 24" ARG OF EITHER A. CHEMICAL TERMITICIDE TREATMENT, A5 PROVIDED IN SECTION R318.2. A VERTICAL EDGE OF THE COOR IN A CLO5ED P051TION d WHERE THE BOTTOM B. TERMITE BAITING SYSTEM INSTALLED a MAINTAINED ACCORDING TO THE LABEL. EXPOSED EDGE OF THE 61_ ^ZING 15 LESS THAN 60' ABOVE THE WALKING SURFACE. G. PRESSURE -PRESERVATIVE -TREATED WOOD IN ACCORDANCE WITH THE PROVISIONS THI5 PROVISION DOES NOT APPLY WHEN THERE 15 AN INTERVENING WALL BETWEEN OF SECTION R3 11.1. D. NATURALLY DURABLE TERMITE-RE51STANT WOOD. THE DOOR Q GLAZING, WHERE AGGE55 THROUGH THE DOOR 15 A CLOSET 3' OR LESS E. PHYSICAL BARRIERS A5 PROVIDED IN SECTION R3 1 8 3 a USED IN LOCATIONS AS IN DEPTH, OR TO GLAZING IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN SPECIFIED IN SECTION R3 15.1. A CLOSED POSITION, OTHER THAN THE WALL TOWARDS WHIGH THE DOOR SWINGS. F. GOLD -FORMED STEEL FRAMING IN ACCORDANCE WITH SECTION5 R505.2.1 a 4.) GLAZING WHERE THE INDIVIC)UAL PANE IS GREATER THAN 9 SOFT, HAS A BOTTOM Rb03.2.1. EDGE LESS THAN 1 8" ABOVE THE FLOOR a A TOP EDGE GREATER THAN 36" ABOVE 5.) CHEMICAL TERMITIC IDE TREATMENT SHALL INCLUDE 501L TREATMENT AND/OR FIELD THE FLOOR, a 15 ADJACENT TO A WALKING SURFACE. APPLIED WOOD TREATMENT. THE CONCENTRATION, RATE OF APPLICATION d METHOD 5.) GLAZING ADJACENT TO STAIRTAYS, LANDINGS d RAMPS WITHIN 36' HORIZONTALLY Q.`` r OF A WALKING SURFACE WFIEN THE EXP05ED SURFACE OF THE GLASS 15 LESS THAN OF TREATMENT OF THE CHEMICAL TERMITICIDE SHALL BE IN STRICT ACCORDANCE WITH ESIGALLABELBARRIERS, 60" ABOVE THE PLANE OF - HE ADJACENT WALKING 5URFAGE. WITHIN 60' HORIZONTALLY OF THE BOTTOM O TOP / SPLASH bJTAPPROVED PHHE SUGH A5 METAL OR PLASTIC SHEETING OR COLLARS SPECIFICALLY DESIGNED FOR TERM/TEPREVENTION, SHALL BE INSTALLED IN A MANNER 6.) GLAZING ADJACENT TO STAIRWAYS TREAD OF A 5TAIRWAY IN ANY DIRECTION, WHEN THE EXPOSED SURFACE OF THE NOTE: HOLD TOP OF TO PREVENT TERMITES FROM ENTERING THE STRUCTURE. SHIELDS PLACED ON TOPOF GLA55I5 LESS THAN 60" ABOVE THE NOSE OF THE TREAD. WINDOWS AT 6'-8". w4lemmm"'m �I. UNLE55 NOTED OTHERWISEWITH VINYL FLOOR AN EXTERIOR FOUNDATION WALL ARE PERMITTED TO BE USED ONLY IF IN COMBINATION I � I ANOTHER METHOD OF PROTECTION. 1.86PM1�1 Q.`` r -1 ® 118 ( MAX RAMIREZ - GOLDEN SUN DESIGN - ENER6Y GALGS 1 y0• 22 169 SAMSON AVENUE, CORNING, CALIFORNIA R6021 f � PHONE: (550) 321-1242 CELL )r( EMAIL ADDRESS: Max0Oa,1Mama.com - __ I - -- - ___ _ _ - --- - F T - 'T T - _ - I - __� 1-11-111-1 _ . N -1 O It O N 0 L-4.0' N O M TILE_.56_ ^I O TOP / SPLASH C6_ 111 ly I w KITCHEN 60 �I. O VINYL FLOOR z I � I W 1.86PM1�1 Q.`` r -1 ® 60 PSI z O III DBL. SINK! In DISPOSAL m GAS RANGE W/ HOOD REF-5FACE IN/ H20 HOOKUP 12 1 l L-4A' LANDINGS: THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 1.15 INCHES BELOW THE TOP OFH T E THRESHOLD PROVIDED THE DOOR OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT SWING OVER THE LANDING. BALLOON FRAME AT ANLL E C9055 -HATCHED AREA. 1 I L-9.0' DNEVIS"j0PKP YINOOD_ W/8d's ATC, 12" G/G. IZZ-MINIMUMSHIGK GYPIBD 4' SHEETS W/5d'S AT T' G/c AT 2 ( ) ALL SUPPORTS, 8' MINIMUM LEN (5TH GTH OR 4' MINIMUM LENGTH IF APPLIED D PL ED TO BOTH SIDES. 1) SILL NAILING AT BRACED WALL PANELS SHALL BE 1 6d AT 5" G/c (WHERE APPLICABLE). 2) PANEL SHALL SPAN (3) STUD BAYS, BE W -0 - MINIMUM WIDE, AND HAVE ALL EDGES BLOCKED. 3) WHERE JOISTS ARE PERPENDICULAR TO BRACED WALL LINES ABOVE, BLOCKING SHALL BE PROVIDED UNDER AND IN LINE WITH BRACED WALL PANELS. 4) SLABS UNDER INTERIOR BRACED WALL PANELS SHALL BE 6" MINIMUM THICK. SILL PLATES SHALL BE FASTENED WITH "HILTI" K 1 31 1 1 2-234 SLEEVE ANCHORS AT 12" FROM EACH END OF EACH BRACED WALL PANEL. USE "SIMPSON" BP 5/8-2 WASHERS. EAChlef XL- Plana\Tom Hell - Jan Owen\Owen Reeidence.layout OTNER: JAN OFTEN BUTTE COUNTY APR 2 2 2015 DEVELOPMENT SERVICES on- ovo-oW- 1 Szc l_` �Fy ARCH D (24'x 36 WHILE EVERY ATTEMPT HA5 BEEN MADE IN THE PREPARATION OF TH15 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 530)891-0565 19 _Yb../ EVFl yROAD cMce,,CA op. 95915 LYNNSMITHS 20ATT.NE'r ENERGY CALCS BY: ,44ill►,��, GOLDEN SUN 1 M,•DESIGNS 100170, 017. 4i, MAX RAMIRE2 N S_ ID ^I n O N 0 V C6_ ly I w 60 O z I � I W Q.`` r Q .nom.n V/ z V � Z O Wv`' ` IL Q N Y- w 10 o1 0z LUz LU O I -1 LU V_ � > Q ^v/ w K to W� �d IL M zN W W 00 Z NN Qj mW � VI 0 Ul W WF Z13Q Z J ZW J II ,< Q ID owd IL D V UY-F-ABL-E: 1 000 SgFt TOTAL I IO j,, GARAGE: 0 SgFt ^I V GO>N/ELZEp f!A IO: 0 5gFt CIES 1 .� ADATE: /`v I 4/ 1'7/.2015 SCALE: SHOWN to I OTORY SHEET t � O COPYRIGHT 2014 LYNN SMITH - DRAFTING 1 99 SYCAMORE VALLEY ROAD, CHICO, OA a 5913 (530) 891-0505 WORK (530) 514-0565 CELL EMAIL ADDRE55: LynnSmlth920ATT.net ENv1900LNMtEN_TAL QUALITY_:_ THIS PRQPERTY LS WI MHIN! A W�-JD_ PI.A THE QUANTITY OF AIR CONTAMINANTS THAT ARE ODOROUS, 4.50 1: MEANS OF RE1;IUCIHE 09BAN INTERFACE MUST (:O� IRRITATING AND/OR HARMFUL TO TSECTION COMFORT WELL BEING OF A BUILDINGS INSTALLERS, OCCUPANTS 4 1�/ •UI 4 \" FOLLOWING. 1.) FIREPLACES: 1 J FIREPLACES: 4.503.1 ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT -VENT SEALED -COMBUSTION WITH THE TYPE. ANY INSTALLEDWOODSTOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA PHASE II EMISSION COMPLY WITH THE REQUIREMENTS OF 201 3 GRG LIMITS WHERE APPLICABLE. WOODSTOVE5, PELLET STOVES 6 FRREPLAGE5 SHALL AL50 COMPLY WITH �4 CONT. TOP APPLICABLE LOCAL ORDINANCES. 5EGTION (2-327, MATERIALS $ CONSTRUCTION 2.) INGS 4 PROTECTION OF IINSTALLATIION, FOR EXTERIOR W ILDFIRE EQUIPMENT DURING CONSTRUCTION, AT HE TIME OF ROUGH OUR N6 STORAGE ONLTHE METHEXPOSURE. CONSTRUCTION SITE 6 UNTIL FINAL STARTUP OF THE HEATING, COOLING 6 VENTILATING EQUIPMENT, ALL DUCT =OLDS R9_OF1NG--R 3�" 6 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 ROOFS SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS 8321 6 8902. WATER, DUST 6 DEBRIS, WHICH MAY ENTER THE SYSTEM. 1) ROOF GOYEIRJN&: WHERE THE ROOF PROFILE ALLOWS A SPACE BETWEEN THE ROOF 3.) FINISH MATERIAL POLLUTANT CONTROL: 4.504.2 FINISH MATERIALS SHALL COMPLY WITH THIS SECTION. COVERING 6 ROOF DEGKIN6, THE SPACES SHALL BE CONSTRUCTED TO PREVENT THE 4.504.2.1 ADHESIVES, SEALANTS 6 CAULKS. ADHESIVES, SEALANTS 6 CAULKS USED ON THE PROJECT SHALL INTRUSION Of FLAMES 6 EMBERS, BE FIRESTOPPED WITH APPROVED MATERIALS OR MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS UNLE55 MORE STRINGENT LOCAL OR REGIONAL HAVE ONE LAYER OF MINIMUM l2 POUND MINERAL -SURFACED NON -PERFORATED GAP AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT RULES APPLY: SHEET COMPLYING WITH ASTM D 3909 INSTALLED OVER THE COMBUSTIBLE DEGKIN6. A. ADHESIVES, ADHESIVE BONDING PRIMERS, ALIHF51VE PRIMERS, SEALANTS, SEALANT PRIMERS, 6 8321.5.2 CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY 2) ROOF_fALLEY5: WHERE VALLEY FLASHING 15 INSTALLED, THE FLASHING SHALL BE NOT MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR 5GAQMO RULE 1 1 68 VOC LIMITS, AS 5HOWN LE55 THAN GO 1 9 -INCH NO. 26 &A6E GALVANIZED SHEET CORROSION -RESISTANT IN TABLE 4.504.1 OR 4.504.2, AS APPLICABLE. SUCH PRODUCTS ALSO SHALL COMPLY W ITH THE METAL INSTALLED OVER NOT LE55 THAN ONE LAYER OF MINIMUM 12 -POUND MINERAL - RULE 1 1 68 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE SURFACED NON -PERFORATED GAP SHEET COMPLYING WITH ASTM D 3909, AT LEAST DICHLORIDE, METHYLENE CHLORIDE, PER(CHLOROETHYLENE 6 TRICHLOROETHYLENE), EXCEPT FOR 36 -INCH -WIDE RUNNING THE FULL LENGTH OF THE VALLEY. R321.5.3 AEROSOL PRODUCTS, AS SPECIFIED IN SUBSECTION 2 BELOW. 922 ROOFs-iUTTERS' ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT B. AEROSOL ADHESIVES, 6 SMALLER UNIT 5IZE5 OF ADHESIVES, 6 SEALANT OR CAULKING COMPOUNDS THE ACCUMUf-ATION OF LEAVES 6 DEBRIS IN THE GUTTER. R327.5.4 (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN 1 POUND 6 DO NOT V ENT5-R3 2 7.6 CONSIST OF MORE THAN 1 (I FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS 6 REQUIREMENTS: 8321.6.2 VENTILATION OPENINGS FOR ENCLOSED ATTICS, ENCLOSED OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC. COMPOUNDS, OF EAVE SOFFIT 5PAGE5 ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE CALIFORNIA CODE OF REGULATIONS, TITLE 11, COMMENCING WITH SECTION 9450-1. APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, 6 UNDERFLOOR VENTILATION 4.) PAINTS 6 COATINGS: 4.504.2.2 ARCHITECTURAL PAINTS 6 CO. MN65 SHALL COMPLY WITH VOC, LIMITS IN OPENINGS SHALL- BE FULLY COVERED WITH METAL WIRE MESH, VENTS, OTHER MATERIALS, TABLE 1 OF THE ARB ARCHITECTURAL SUGGESTED CONTROL MEASURE, A5 5HOWN IN TABLE 4.504.3, OR OTHER DEVICES THAT MEET THE FOLLOWING REQUIREMENTS: UNLE55 MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT 1) THE DIMENSIONS OF THE OPENINGS THEREIN SHALL BE A MINIMUM OF 1 / 16 INCH 6 SHALL MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 4.504.3 SHALL BE NOT EXCEED 1 /8 INCH. DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS COATING, 2) THE MATERIAL5 USED SHALL BE NONCOMBUSTIBLE. EXCEPTION: VENTS LOCATED BASED ON ITS GLOSS, AS DEFINED IN SUBSECTIONS 4.21, 4.51I 4,31 OF THE 200-1 CALIFORNIA AIR UNDER THE ROOF COVERING, ALONG THE RIDGE OF ROOFS, WITH THE EXPOSED RESOURCES BOARD, SUGGESTED CONTROL MEASURE, 6 THE CORRESPONDING FLAT, NONFLAT OR SURFACE OF THE VENT COVERED BY NONCOMBUSTIBLE WIRE MESH, MAY BE OF NONFLAT-HIGH GLO55 VOC, LIMIT IN TABLE 4.504.3 SHALL APPLY, COMBUSTIBLE MATERIALS, 5.) AEROSOL PAINTS 6 COATINGS: 4.504.2.3 AEROSOL PAINTS 6 COATINGS SHALL MEET THE PRODUCT- 3) THE MATERIAL5 USED SHALL BE CORROSION RESISTANT. WEIGHTED MIR LIMITS FOR ROC, IN SECTION 94522(A)(3) 6 OTHER REQUIREMENTS, INCLUDING YENSILALON. OPENINGS ON THELNDERSIDE OEEAVE5ALORNIGE5_ VENTS SHALL NOT BE PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS 6 OZONE 12EPLF7IN6 SUBSTANCES, IN SECTIONS INSTALLED ON THE UNDERSIDE OF EAVES 6 CORNICES. R32"1.6.3 EXCEPTIONS: 94522(6)(2) 6 (DX2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 1 T, COMMENCING WITH SECTION 1) THE ENFORCING AGENCY MAY ACCEPT OR APPROVE SPECIAL EAVE 6 CORNICE VENTS 94520; 6 IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT THAT RESIST THE INTRUSION OF FLAME 6 BURNING EMBERS, ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REGULATION 6, 2) VENTS COMPLYING WITH THE REOUIREMENT5 OF SECTION R321.6.2 MAYBE RULE 49. INSTALLED ON THE UNDERSIDE OF EAVES 6 CORNICES IN ACCORDANCE WITH EITHER ONE 6.) VERIFICATION: 4.504.2.4 VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT OF THE FOLLOWING CONDITIONS: THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT 15 NOT LIMITED TO, THE A. THE ATTIC SPACE BEING VENTILATED 15 FULLY PROTECTED BY AN AUTOMATIC, FOLLOWING: SPRINKLER BY57EM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OF THE A. MANUFACTURER'S PRODUCT SPECIFICATION. CBG OR, B. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS. B. THE EXTERIOR WALL COVERING 6 EXPOSED UNDERSIDE OF THE EAVE ARE OF 1J CARPET SYSTEMS: 4.504.3 ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING NONCOMBUSTIBLE MATERIAL, OR I6NITION-RE5ISTANT-MATERIAL5 AS b PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: DETERMINED IN ACCORDANCE WITH 5FM STANDARD 12-7A-5 IGNITION - A. CARPET 6 RU61N5TITUTE'S GREEN LABEL PLUS PROGRAM, RESISTANT MATERIAL 6 THE VENT IS LOCATED MORE THAN 12 FEET FROM THE B. CALIFORNIA DEPARTMENT OF PUBLIC, HEALTH,'STANIJARD METHOD FOR THE TESTING 6 GROUND OR WALKING SURFACE OF A DECK, PORCH, PATIO, OR SIMILAR SURFACE. EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING EXTERIOF-COV RING: R52= ENVIRONMENTAL CHAMBERS,' VERSION 1. 1. FEBRUARY 2010 (AKA SPECIFICATION 01350.) @ENEBAL: R321.1.2 THE FOLLOWING EXTERIOR COVERING MATERIALS AND/OR G. N5F/ANSI 140 AT THE GOLD LEVEL.ASSEMBLIES SHV`LL COMPLY WITH THIS 5ECTION: EXTERIOR WALL COVERING MATERIAL, D. SCIENTIFIC, CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE -GOLD. EXTERIOR WALL ASSEMBLY, EXTERIOR EXPOSED UNDERSIDE OF ROOF EAVE 8.) CARPET CUSHION: 4.504.3.1 ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET OVERHANGS, EXTERIOR EXPOSED UNDERSIDE OF ROOF EAVE SOFFITS, EXPOSED THE REQUIREMENTS OF THE CARPET 6 RUG INSTITUTE'S GREEN LABEL PROGRAM. UNDERSIDE OF EXTERIOR PORCH CEILINGS, EXTERIOR EXPOSED UNDERSIDE OF FLOOR 9.) CARPET ADHESIVE: 4.504.3.2 ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE PROJECTIONS, 6 EXTERIOR UNDERFLOOR AREAS. 4.504.1. 1C. RESILIENT FLOORING 5: 4. INHERE F J ERE RESILIENT LOOKING 15 INSTALLED AT AST LE 80 EXCEPTIONS: WALL ARGHITEGTURA TRI i) EXTERIOR L M, EMBELLISHMENTS, MGUTTERS. AREA REC- REST PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE 2) ROOF OR WALL TOP CORNICE PROJECTIONS 6 SIMILAR ASSEMBLIES. FOLLOWING: 3) ROOF ASSEMBLY PROJECTIONS OVER &ABLE END WALLS. A. VOC EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (GHP5) 4) SOLID WOPD RAFTER TAILS 6 SOLID WOOD BLOCKING INSTALLED BETWEEN HIGH PERFORMANCE PRODUCTS DATABASE. RAFTERS HAVING MINIMUM DIMEN51ON 2 INCH NOMINAL. B. PRODUCTS COMPLIANT WITH CHIPS CRITERIA CERTIFIED UNDER THE GREENGUARD CHILDREN 6 5) DECK W ALKIN6 SURFACES SHALL COMPLY W ITH SECTION R32-1.9 ONLY. SCHOOLS PROGRAM. EXTERIOR NALL5: R32-1.-1.3 THE EXTERIOR WALL COVERING OR WALL ASSEMBLY G. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFGU FLOOR SCORE SHALL COMPLY ✓41TH ONE OF THE FOLLOWING REQUIREMENTS: PROGRAM. 1) NONCOMBUSTIBLE MATERIAL. D. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING 6 2) IGNITION-RE?ISTANT MATERIAL. EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING 3) HEAVY TIMBER EXTERIOR WALL ASSEMBLY. ENVIRONMENTAL GDA VERSION 1. 1, FEBRUARY 2010 (AKA SPECIFICATION O 1 350). 4) LOG WALL CONSTRUCTION ASSEMBLY. 1 FI COMPOSITE W TS. 4." PRODUCTS. 4 M HARDWOOD PLYWOOD, PARTICLEBOARD 6 MEDIUM DENSITY L 5) WALL A55EMBLIES THAT MEET THE PERFORMANCE CRITERIA IN ACCORDANCE WITH MPO FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL THE TEST PROCEDURES FOR A 1 O -MINUTE DIRECT FLAME CONTACT EXPOSURE TEST SET RMAL EH MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN AIR TOXICS CONTROL MEASURE FORTH IN 5FM STANDARD 12-7A-1. EARBS THE FOR COMPOSITE WOOD (11 OCR. 931 20 ET SEQ), BY OR BEFORE THE DATES SPECIFIED IN THOSE EXCEPTION: AN' OF THE FOLLOWING SHALL BE DEEMED TO MEET THE A55EMBLY SECTIONS SHOWN IN TABLE 4.504.5. PERFORMANCE CRITERIA 61NTENT OF THI5 SECTION: N 12.) DOCUMENTATION: VERIFICATION WITH THIS SECTION SHALL BE PROVIDED 45 1) ONE LAYER OF 5/8 -INCH TYPE X GYPSUM SHEATHING APPLIED BEHIND THE ENFORCING UM NTATI N SH REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE EXTERIOR COVERING OR CLADDING ON THE EXTERIOR SIDE OF THE FRAMING. FOLLOWING: 2) THE EXTER IOR PORTION OF A 1 -HOUR FIRE RESISTIVE EXTERIOR WALL ASSEMBLY A. PRODUCT CERTIFICATIONS 6 SPECIFICATIONS. DESIGNED FOR EXTERIOR FIRE INCLUDING ASSEMBLIES USING THE CUSTODY B. CHAIN OF GU570DY GERTIFIGATIONS. GYPSUM PPNEL 6 SHEATHING PRODUCTS LISTED IN THE GYPSUM G. PRODUCT LABELED 61NVOIGED AS MEETING THE COMPOSITE WOOD PRODUCTS REGULATION ExTENLOFEXT6RORNALLSOYERINb: 8327.7.3.1 EXTERIOR WALL COVERINGS SHALL (SEE GOR, TITLE 11, SECTION 95 120, ET SEG.). EXTEND FROM TOE TOP OF THE FOUNDATION TO THE ROOF, 6 TERMINATE AT 2 INCH D. EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE PS -1 OR PS -2 STANDARDS OF THE NOMINAL SOLID vNOOO BLOCKING BETWEEN RAFTERS AT ALL ROOF OVERHANGS, OR IN ENGINEERED WOOD ASSOCIATION, THE AUSTRALIAN A51NZ5 2269 OR EUROPEAN 636 35 THE CASE OF EN<. Cl EAVES, TERMINATE AT THE ENCLOSURE. STANDARDS. OPEN_ROOF EAl R321.1.4 THE EXPOSED ROOF DECK ON THE UNDERSIDE OF E. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENGY. UNENCLOSED ROOF EAVES SHALL CONSIST OF ONE OF THE FOLLOWING: SECTION 4.505- INTERIOR MOISTURE CONTROL 1) NONCOMBUSTIBLE MATERIAL. 15.) CONCRETE SLAB FOUNDATIONS: 4.505.2 CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A 2) IGNITION-REeISTANT MATERIAL. VAPOR RETARDER BY THE CALIFORNIA BUILDING CODE, CHAPTER 1 9 OR CONCRETE SLAB -ON -GROUND SHEATHING 3) ONE LAYER CJF 5/8 -INCH TYPE X GYPSUM APPLIED BEHIND AN EXTERIOR FLOOR5 REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE, CHAPTER 5, COVERING ON THE UNDER51DE EXTERIOR OF THE ROOF DECK. SHALL AL50 COMPLY WITH THI5 SECTION. 4) THE EXTERIOR PORTION OF A 1 -HOUR FIRE RESI5TI VE EXTERIOR WALL ASSEMBLY 4 CAPILLARY BREAK: 4 1 J C PILL Y.505.2.1 A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT THE APPLIED TOTHE UNDERSIDE OF THE ROOF DECK DESIGNED FOR EXTERIOR FIRE LEAST ONE OF THE FOLLOWING: ASSEMBLIES USING THE GYPSUM PAN IN G EL 6 SHEATHING PRODUCTS EXTED - A. A 4 -INCH -THICK (1 O 1.6 RNRN) BASE OF L/ZINGH (1 2.1 MM) OR LARGER GLEAN AGGREGATE 'GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL. LISTED IN THE U L. IN SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT W ITH CONCRETE It A EXCEPTIONS: THE FOLLOWING MATERIALS DO NOT REQUIRE PROTECTION: CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, SHRINKAGE, 6 CURLING, SHALL BE i) SOLID WOOD RAFTER TAILS ON THE EXPOSED UNDERSIDE OF OPEN ROOF EAVES USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, AGI 302.2R-06. HAVING A 1HINIMUM NOMINAL DIMENSION OF 2 INCH. B. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. 2) SOLID WOOD BLOCKING INSTALLED BETWEEN RAFTER TAILS ON THE EXPOSED G. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. ' OF OPEN ROOF EAVES HAVING A MINIMUM NOMINAL UNDER5IDP NO I AL DIMENSION OF 2 1 5.) MOISTURE CONTENT OF BUILDING MATERIALS: 4.505.9 BUILDING MATERIALS WITH VISIBLE SIGNS OF INCH. WATER DAMAGE SHALL NOT BE INSTALLED. WALL 6 FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE 3) GABLE ENP OVERHANGS 6 ROOF A55EMBLY PROJECTIONS BEYOND AN EXTERIOR FRAMING MEMBERS EXCEED 1 9 -PERCENT MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN WALL OTHER THAN AT THE LOWER END OF THE RAFTER TAILS. COMPLIANCE WITH THE FOLLOWING: 4) FASCIA 6 OTHER ARCHITECTURAL TRIM BOARDS. A. 1. CONTENT SHALL BE DETERMINED WITH EITHER -TYPE OR ROVED EA` yE-90OOFF-EAYE50FFIT5: 8321.7.5 THE EXPOSED UNDERSIDE MOISTURE M ' MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED BY THE HODS M BY OF ENCLOSED ROOF EAVES HAVING EITHER ABOXED-IN ROOF EAVE SOFFIT WITH A OF ENCLOSED R ENFORCING AGENCY 6 SHALL SATISFY REQUIREMENTS FOUND IN SECTION 1 O 1.8 OF THIS CODE. HORIZONTAL UNC)ER51DE, OR SLOPING RAFTER TAILS WITH AN EXTERIOR COVERING B. MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET (610 MM) TO 4 FEET N 2 1 9 MM) FROM APPLIED TO THE THE GRADE STAMPED END OF EACH PIECE TO BE VERIFIED. UNDERSIDE OF TOE RAFTER TAILS, SHALL BE PROTECTED BY ONE OF THE FOLLOWING: G. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL 6 FLOOR 1) NONCOMBUSTIBLE MATERIAL. FRAMING WITH DOCUMENTATION ACCEPTABLE TO THE ENFORCING AGENGY PROVIDED AT THE TIME 2 IGNITION -RESISTANT MATERIAL. OF APPROVAL TO ENCLOSE THE WALL 6 FLOOR FRAMING. 3) ONE LAYER C )F SL5-INCH TYPE X GYPSUM SHEATHING APPLIED BEHIND AN EXTERIOR D. INSULATION PRODUCTS WHICH ARE VISIBLY NET HAVE A HIGH CONTENT SHALL BE COVERING ON THE UNDERSIDE OF THE RAFTER TAILS OR SOFFIT REPLACED L OP, FILO ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. NET - PORTION OF 1 -HOUR FIRE RESISTIVE EXTERIOR WA EMBLY 4) THE EXTERIOR E E LLA UL APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS' DRYING UNDERSIDE OF THE RAFTER TAILS SOFFIT ING ASSEMBLIES APPLIED TO A RECOMMENDATIONS PRIOR 70 ENCLOSURE. PS 15 GYPSUM USING THE GYPSUM PANEL 6 SHEATHING PRODUCTS LISTED IN THE GYPSUM SECTION 4 5 2b 61RShclALITY 6 EXHAUST ASSOGIATIl FIRE RESISTANCE DE516N MANUAL. __JNpOQR 16.) BATHROOM EXHAUST FANS. 4.506.1 EACH BATHROOM SHALL BE MECHANICALLY VENTILATED 6 5) BOXED -IN RC)OF EAVE SOFFIT A55EMBLIES WITH A HORIZONTAL UNDERSIDE THAT SHALL COMPLY WITH THE FOLLOWING: MEET THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES SET A. FANS SHALL BE ENERGY STAR COMPLIANT 6 BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. FORTH IN 5FNI STANDARD 12--IA-3. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE EXCEPTIONS: THE FOLLOWING MATERIALS DO NOT REQUIRE PROTECTION: CONTROLLED BY A HUMIDITY CONTROL. 1) GABLE ENI7 OVERHAN65 6 ROOF A55EMBLY PROJECTIONS BEYOND AN EXTERIOR B. A. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY WALL OTHER THAN AT THE LOWER END OF THE RAFTER TAILS. RANGE OF LESS THAN OR EQUAL TO 50 PERCENT TO A MAXIMUM OF 80 PERCENT. A HUMIDITY 2) FASCIA 6 GTHER ARCHITECTURAL TRIM BOARDS. CONTROL MAY UTILIZE MANUAL OR AUTOMATIC, MEANS OF ADJUSTMENT. EXTERIOR POR__H CEILIN65: 8327.1.6 THE EXPOSED UNDERSIDE OF EXTERIOR PORCH G. S. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN 615 NOT CEILIN65 SHALL SE PROTECTED BY ONE OF THE FOLLOWIN(S: REQUIRED TO BE INTEGRAL O.E., BUILT-IN). 1) NONCOMBUSTIBLE MATERIAL D. NOTES: FOR THE PURPOSES OF THIS SECTION, A BATHROOM 15 A ROOM WHICH CONTAINS A 2) IGNITION -RESISTANT MATERIAL. BATHTUB, SHOWER, OR TUB/SHOW Eft COMBINATION LIGHTING INTEGRAL TO BATHROOM 3) ONE LAYER OF III TYPE X GYPSUM SHEATHING APPLIED BEHIND THE EXTERIOR EXHAUST FANS SHALL COMPLY WITH THE CALIFORNIA ENERGY CODE. COVERING ON THE UNDERSIDE OF THE CEILING. SECTION4_501, ENVIRONMENTAL COMFORT 4) THE EXTERIOR PORTION OF A 1 -HOUR FIRE RESISTIVE EXTERIOR WALL A55EMBLY 1 lJ HEATING 6 AIR-CONDITIONING SYSTEM DESIGN: 4.501.2 HEATING 6 AIR -CONDI 6 SYSTEMS SHALL HE UNDERSIDE OF THE CEILIN ASS N EMBLIES USING APPLIED TO t G EMBLY I GLUDING A BE SIZED, DESIGNED 6 HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: METHODS: S THE GYPSUM PANEL 6 SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE A. THE HEAT LOSS 6 HEAT GAIN 15 ESTABLISHED ACCORDING TO ANSI/AGCA 2 MANUAL J-2004 RESISTANCE DESIGN MANUAL. (RESIDENTIAL LOAD CALCULATION), A5HRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN 5) PORCH CEILING A55EMBLIES WITH A HORIZONTAL UNDERSIDE THAT MEET THE SOFTWARE OR METHODS. PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN B. DUCT SYSTEMS ARE 51ZED ACCORDING TO ANBI/ACCA 1 MANUAL D-2009 (RESIDENTIAL DUCT 5FM STANDARD 12-7A 3. SYSTEMS), A5HRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. EXCEPTION: ARCHITECTURAL TRIM BOARDS. G 5ELEGT HEATING 6 COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL 5-2004 EXTERIOTz• WINDOWS d DOORS: SE�T10t1�,3 �,8 (RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. EXTERIOR GLAZING: R52-1.5.2 THE FOLLOWING EXTERIOR GLAZING MATERIALS AND/OR EXCEPTION: USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THE SYSTEMS FUNCTION ASSEMBLIES SHALL COMPLY WITH THIS SECTION: ARE ACCEPTABLE. 1) EXTERIOR WINDOW 5. INSTALLER d 5PEGIAL INSPECTORS: 2) EXTERIOR GLAZED DOORS. INSTALLER TRAINING: 102.1 HVAC SYSTEM INSTALLERS SHALL BE TRAINED 6 CERTIFIED IN THE PROPER 3) GLAZED OPENINGS WITHIN EXTERIOR DOORS. INSTALLATION OF HVAC, SYSTEMS INGLUDIN(S PILOTS 6 EQUIPMENT BY A NATIONALLY OR REGIONALLY 4) GLAZED OPENINGS WITHN EXTERIOR GARAGE DOORS. RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFORM HVAC 5) EXTERIOR STRUCTURAL 6LA55 VENEER. INSTALLATIONS WHEN UNDER THE DIRECT SUPERVISION 6 RESPONSIBILITY OF A PERSON TRAINED 6 CERTIFIED EXTERIOR-"ANDS)rv5AE)XTERIORS6LAZEDDOORA55EMBLY_ REQUIREMENTS: 8321.5.2.1 TO INSTALL HVAC SYSTEMS OR CONTRACTOR LICENSED TO IN57ALL HVAC, SYSTEMS. EXAMPLES OF EXTERIOR WINDOWS 6 EXTERIOR GLAZED DOOR ASSEMBLIES SHALL COMPLY WITH ONE ACCEPTABLE HVAC, TRAINING 6 CERTIFICATION PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE OF THE FOLLOWING REQUIREMENTS: FOLLOWIN6: I 1. STATE CERTIFIED APPRENTICESHIP PROGRAMS. 1) BE CONSTRUCTED OF MULTI -PANE GLAZING WITH A MINIMUM OF ONE TEMPERED PANE 2. PUBLIC UTILITY TRAINING PROGRAMS. MEETING THE REQVIREMENTS OF SECTION 2406 SAFETY GLAZING, OR S. TRAINING PROGRAMS SPONSORED BY TRADE, LABOR OR STATEWIDE ENERGY CONSULTING OR 2) BE CONSTRUCTED OF GLASS BLOCK UNITS, OR VERIFICATION ORGANIZATIONS. 3) HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED 4. PROGRAMS 5PON50RED BY MANUFAGTURIN6 ORGANIZATIONS. AGGORDIN&'i0 NEPA 25.1, OR 5. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING A6ENCY. 4) BE TESTED TO MEET THE PERFORMANCE REQUIREMENTS OF 5FM STANDARD 5FECIAL_INSPECTION: 102.2 WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE 12-1A-2. RE5PON51BLE ENTITY ACTING A5 THE OWNER'S AGENT SHALL EM-LOY ONE OR MORE SPECIAL. IN5PEG7ORS EXTERIOR DOOR5: 8321.5.3 EXTERIOR DOORS SHALL COMPLY WITH ONE OF THE TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. FOLLOWING: 1) THE EXTERIOR SURFACE OR CLADDING SHALL BE OF NONCOMBUSTIBLE OR IGNITION - SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING RESISTANT MATERIAL, OR AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION TO OTHER 2) SHALL BE CONSTRUCTED OF 50LID CORE WOOD THAT COMPLY WITH THE FOLLOWING CERTIFICATIONS OR QUALIFICATIONS ACCEPTABL E TO THE ENFORCING AGENCY, THE FOLLOWING CERTIFICATIONS OR EDUCATION MAY BE CONSIDERED BY THE ENFORCING AGENCY WHEN EVALUATING THE REQVIREMENTS: QUALIFICATIONS OF A SPECIAL INSPECTOR: A. STILES 6 RAILS SHALL NOT BE LE55 THAN 1 3/8 INCHES THICK 1. CERTIFICATION BY A NATIONAL OR REGIONAL GREEN BUILDING PROGRAM OR STANDARD B. ,RAISED PANEL5 SHALL NOT BE LE55 THAN 1 1/4 INCHES THICK, EXCEPT FOR THE PUBLISHER. EXTERIOR PERIMETER OF THE RAISED PANEL THAT MAY TAPER TO A TONGUE NOT 2. CERTIFICATION BY A 5TATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATION, SUCH A5LE55 THAN 3/8 INCH THICK. HERS RATERS, BUILDING PERFORMANCE CONTRACTORS, 6 HOME ENERGY AUDITORS. 3) SHALL HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN 3. SUCCESSFUL COMPLETION OF A THIRD PARTY APPRENTICE TRAINING PROGRAM IN THE TESTED ACCORC)ING TO NFPA 252. APPROPRIATE TRADE. 4) SHALL BE TrOTED TO MEET THE PERFORMANCE REQUIREMENT5 OF 5FM STANDARD 4. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY. 12-1A- 1. NOTES: EXTERIOR DOOR-6LAZIN6: R327.5.5.1 GLAZING IN EXTERIOR DOORS SHALL COMPLY 1. SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE WITH SECTION 7C8A.2. 1. MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THI5 CODE. DEGKIN6�.5ECTIONR521A 2. HERS RATERS ARE SPECIAL INSPECTORS CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION (CEG) THE WALKING 5URFAGE MATERIAL OF DECKS, PORCHES, BALCONIES 6 STAIRS SHALL TO RATE HOMES IN CALIFORNIA AGCORDIN6 TO THE HOME ENERGY RATING SYSTEM (HERS). COMPLY WITH THE REQUIREMENTS OF THI5 SECTION. WHEN REQUIRED BY THE ENFOROING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE WHFRF RFQIIIRFji: P-527.9.2 THE WALKING SURFACE MATERIAL OF DECKS, PORCHES, OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER BALCONIES 6 STAIRS SHALL COMPLY WITH THE REQUIREMENTS OF TH15 SECTION WHEN ANY DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THI5 CODE. SPECIAL INSPECTORS SHALL PORTION OF SUCH 5URFAGE 15 WITHIN 10 FEET OF THE BUILDING. DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR DEGKIN6 5IRFACMIS: R327A.3 THE W ALKIN6 SURFACE MATERIAL OF DECKS, PORCHES, TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION, THE SPECIAL INSPECTOR SHALL HAVE A BALCONIES 6 STAIRS SHALL BE CONSTRUCTED WITH ONE OF THE FOLLOWING MATERIALS: CERTIFICATION FROM A RECOGNIZED STATE, NATIONAL OR INTERNATIONAL ASSOCIATION, AS DETERMINED 1) IGNITION-RE515TANT MATERIAL THAT COMPLIES WITH THE PERFORMANCE BY THE LOCAL AGdNCY. THE AREA OF CERTIFICATION SHALL BE CLOSELY RELATED TO THE PRIMARY JOB REQUIREMEN-r5 OF BOTH 5FM STANDARD 1 2-1A-4 6 5FM STANDARD 12 -'IA -5. FUNCTION, AS DETERMINED BY THE LOCAL AGENCY. 2) EXTERIOR FlW= RETARDANT TREATED WOOD. NOTE: SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE 5) NONGOMBUS'1IBLE MATERIAL. MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS GODS. 4) ANY MATERIAL THAT COMPLIES WITH THE PERFORMANCE REQUIREMENTS OF 5FM DOCUMENTATION: 103.1 DOCUMENTATION USED TO SHOW COMPLIANCE WITH THIS CODE SHALL INCLUDE BUT STANDARD 12 -1 A -4A WHEN ATTACHED EXTERIOR WALL COVERING 15 ALSO EITHER 15 NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER NONGOMBUS{IBLE OR 16NITION-RE515TANT MATERIAL. CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY EXCEPTION: WAIL MATERIAL MAY BE OF ANY MATERIAL THAT OTHERWISE COMPLIES WHICH DEMONSTRATE SUBSTANTIAL CONFORMANCE. WHEN SPECIFIC, DOCUMENTATION OR SPECIAL WITH THIS CHAPTER WHEN THE DEGKIN6 SURFACE MATERIAL COMPLIES WITH THE INSPECTION 15 NECESSARY TO VERIFY COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SPECIFIED IN PERFORMANCE REQUIREMENTS ASTM E 84 WITH A GLASS B FLAME SPREAD RATING. THE APPROPRIATE SECTION OR IDENTIFIED IN THE APPLICATION CHECKLIST. EXTERIOR FINISH PER PLAN SHEAR PER PLAN E.N. E.N. FINISH GRADE - SLOPE AWAY FROM FOUNDATION UNDERFLOOR AGGE55• PROVIDE AT LEAST (1) 1 6"x24" UNDER FLOOR ACCESS TO UNDERFLOOR ✓.REAS IF THROUGH A PERIMETER WALL. PROVIDE AT LEAST (1) 15"X24" UNDER FLOOR ACCESS TO UN RF DE LOOK AREAS IF THROUGH THE FLOOR. 2"x STUDS AT 1 6" CIO / INTERIOR FINISH BATT INSULATION PEP, E ENERGY GALLS. 3/4" PLYWOOD SUBFLOOR / OVER FLOOR JOIS- UNDISTURBED SOIL LAP FLOOR JOISTS 6" ON i0 `�' ": /"/ , K \ I // / // Q SILL PLATE 2"x PTDF UNLESS NOTED / /. W In#4 OTHERWISE \" )V P OVIVE( BOLT-5•.IN. 2/�/,� ® 24" G/G VERT, 3"5" 11.11) PER SI LL #4 ® 1 8" C/C HORIZ, �4 CONT. TOP PLATE AND 6-0"6/6 MAX. W/ A WHERE STEMWALL MIN. d BOTTOM MIN. OF 7' EMBEDDED. HEIGHT > 1'-6"PLATE 12" WASHER 3°x3 x0.229" DIAGONALLY - SLOTTED PLATE WASHERS W/ A FOUNDATION VENT MAX. SLOT LENGTH OF 1 3/4' MAY '11.0 BEUSED WHEN A STANDARD GUT TYPICAL 15 BETWEEN THE 1 EXTERIOR PNA5HFR LATE 6 NUT.DDED ��2j FOOTING NFVA 50 FT PER TYPICAL FOUNDATION VENT SCALE: 1/2" - 1'-O' SPECS, AND CONNECTIONS LAP FLOOR JOISTS 6" ON 5Q FT IN RESIDENCE 2"x STUDS AT 1 6" c/G CENTERLINE OF GIRDER DIVIDED B Y 150 CRAWL SET W/ (4) 1 6d CLINCHED ' INTERIOR FINISH SOILD BLOCKING W/ 11.11) BATT INSULATION PER (3) 8d TOENAILS PER ��"'''®<�""'�" ": (Ee"a $'," I1, ENERGY GALLS. FLOOR JOIST\ AGAINST HUMAN ERROR 3/4" PLYWOOD 5UBFLOOR / X V I - -/ OVER FLOOR JOIST GIRDER PER PLAN W/ BG P05T GAP AT P05T5 WETSETPRECAST fV Z UNDISTURBED GONG. PIER � I Z SOIL 6 i \- \ \ �� 4"x4" PO5T ���Nk/ ^ TOENAILED TO PIER SQUARE 2 TYPICAL PIER BLOCK 2 WITH FOOTING SCALE: 1/2"- 1'-O" b 0 I FV - I--- -----� -- --- 777 Ir---- -------- - I1 0 FV''. I 4'-3" L �D 5'-O" L 5'-O" 18"x24" �1 FOUNDATION / IL77 ACCESS - - 11 . I�---- - 11 I _4'X6' G1RDE - I TYPICAL I II FggNDATION ACCESS ITH 1 6" SQUARE x 12" ICK FOOTING - TYPICAL Fv 5Q FT IN RESIDENCE I 0 DIVIDED B Y 150 CRAWL SET I..I ' I N 11.11) TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE T ILII :tom FV ----►^------ - -- �---.6--.- 4"x6" GIRDER TYPICAL I (890)a91-OabO 19 _YOAHOxt V.: Y.".o FV CMLO, C.AL"`0.wA 95913 LYNNBMITH52@ATT.NET I j.. ENERGY CALCS BY: `� �,., GOLDEN SUN �� DESIGNS 1MAX11111 � I A RAMIREZ C�2Lcllfll PJERJ�ILOCK5 i(`� WITH 1 6" SQUARE x 12" THICK F/)/]TIM/ - TVOI/.AI 16"x24"I FV FOUNDATION ACCESS I`. I -- - --------� I -- ----- -- ----t_ II - FV r FV 11 ,I O FV I I TYP a 1 II :I I �-IY_-- .-.: - - - - ANSH09,5OLT5 NMONMOMW PROVIDE ANCHOR BOLTS (1/2"x 1 O' AT 1 POUR 6 1/2"x 1 2" AT 2 POUR SYSTEMS) AT b' CIO MAXIMUM AND - WITHIN 1 2" OF ALL J SCALE 1 /4 1' O" JOINTS. PROVIDE 2"x2"x3/ 1 6" STEEL PLATE YVASHER5 AT EACH BOLT. (SEG 1 806.6 G-B.G.) FOUNDATION-NOTE5: 1)VERIFY ALL DIMENSION5 AND ELEVATIONS ANGHORSOLT NOTE;_ WITH ARCHITECTURAL DRAWINGS. IN LOCATIONS WHERE HOLD DOWN ANCHOR BOLT (55TB) 2) SEE TYPICAL FOUNDATION DETAILS. DOES NOT ENGAGE HIOLD DOWN, PROVIDE THREADED ROD OF SAME DIAMQTER AS 55TB WITH GN COUPLER NUT. 31 SLAB SECTION: 4) 4" CONCRETE SLAB WITH #5 REBAR AT 1 8" O.G. RE5AR_0 5TEM-NALL5,_ SECURELY LOCATED AT MID-17EPTH OF SLAB FOUNDATIONS WITH STEM NALL5 SHALL BE PROVIDED 5 2 SANDDE T ¢ ( _E EAT EXTERIO, SLABS) WITH A MINIMUM OF ONE #4 BAR AT THE TOP OF THE WALL 6) 6 -MIL POLYETHYLENE VAPOR RETARDER W/ AND ONE #4 AT THE BOTTOM OF THE FOOTING. (SEG JOINTS LAPPED NOT LE55 THAN 6" BETWEEN 1 806.'1.1, G.B.G.) THE BASE LOURS - E OR SUB GRADE 8 CONCRETE FLOOR SLAB (NOT REQUIRED AT UNDERFLOOR VENTILATION. IN Kul: VENTS SHALL BE LOG PORCH SLABS) ATED WITHIN 3 -FEET OF EACH CORNER OF T) 4" FREE DRAINING MATERIAL THE BUILDING. (FOUNDATION VENTS FOR WILDFIRE EXPOSURE 8) PROPERLY PREPARED SUBGRADE SHALL BE FULLY GOVeRED WITH METAL WIRE MESH OR NONCOMBUSTIBLE MATERIALS WITH MINIMUM OF 1 / 1 6" AND SHALL NOT EXCEED 1 /e" OPENINGS IN COMPLIANCE WITH 2015 GRG SECTION R321.6,2,) i"AD 1-5UBTERRANEAN TJ=RMLTE GONTBOJ<MESNODS= IN AREAS SUBJECT TO DAMAGE FROM TERMITES AS INDICATED BY TABLE R501.2(1), METHODS OF PROTECTION SHALL BE ONE OF THE FOLLOWING METHODS OR A COMBINATION OF THESE METHODS: 1) CHEMICAL TERMITICIDE TREATMENT, AS PROVIDED IN SECTION R31 6.2. 2) TERMITE BAITING SYSTEM INSTALLED AND MAINTAINED ACCORDING TO THE LABEL 3) PRESSURE -PRESERVATIVE -TREATED WOOD IN ACCORDANCE WITH THE PROVISIONS OF SECTION R3 11.1. 4) NATURALLY DURABLE TERMITE -RESISTANT WOOD. 5) PHY51CAL BARRIERS AS PROVIDED IN SECTION R9 1 8.3 AND USED IN LOCATIONS AS SPECIFIED IN SECTION 83 1 5.1. 6) GOLD -FORMED STEEL FRAMING IN ACCORDANCE WITH SECTIONS R505.2.1 AND R605.2. 1.r -OLD -FORMED STEEL FRAMING IN ACCORDANCE WITH SECTIONS R505.2.1 AND R603.2. 1. METHOD 9 WILL BE USED ON THISpROJEGT WITH CLEARANCES AS PER GBG 311.162, WOOD JOISTS WILL BE MORE THAN 15 INCHES 6 WOOD GIRDERS WILL BE MORE THAN 12 INCHES TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. MAX RAMIREZ - GOLDEN SUN DESIGN - ENER6Y CALC5 221 69 5AM50N AVENUE, CORNING, CALIFORNIA 96021 PHONE: (550) 521-7242 CELL EMAIL ADDRESS: Max®CadMamazom -- _ - i - _ _ _. __ _- -- - - i� I'---I11�` I IIi�' 1' ili_iT ` 1V I -. - T I GRAIDIN(S-A 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 1 0 FEET (5% SLOPE). 1000 5Q FT IN RESIDENCE FOUNDATION ACCESS BEEN MADE IN THE DIVIDED B Y 150 CRAWL SET 6.1 PREPARATION OF THIS PLAN 24 V,:3' .I V11 ih N:`•+ 11.11) TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE . x 1 8" FOUNDATION ACCESS VENT 220 NET 50 INCHES "NET FREE VENTILATION AREA' (NEVA)il 144 ��"'''®<�""'�" ": (Ee"a $'," I1, 1.528 DIVIDED BY 144 INCHES IN 50 FT NEVA 50 FTP R E TYPICAL FOUNDATION VENT AGAINST HUMAN ERROR X V I "I 'N"^'X,' BUILDING CONTRACTOR / FOUNDATION VENT .^ ~ "'"' ✓- '11.0 HOME OWNER TO REVIEW AND „'-� _IA -4 DIVIDED BY 144 INCHES IN 5G FT VERIFY ALL DIMENSIONS, 0.49 NFVA 50 FT PER TYPICAL FOUNDATION VENT FOUNDATION SPECS, AND CONNECTIONS FV VEMT_- _W 1 =1,5 5.2 BEFORE CONSTRUCTION '?- ;: ,.. -,r L.,,' �� Go _0.49 BEGINS. VEIx'�-'�-_..4^-, eI 6rl I ""(< a dax 10.6 • RY ial'' 611 131 T I (890)a91-OabO 19 _YOAHOxt V.: Y.".o FV CMLO, C.AL"`0.wA 95913 LYNNBMITH52@ATT.NET I j.. ENERGY CALCS BY: `� �,., GOLDEN SUN �� DESIGNS 1MAX11111 � I A RAMIREZ C�2Lcllfll PJERJ�ILOCK5 i(`� WITH 1 6" SQUARE x 12" THICK F/)/]TIM/ - TVOI/.AI 16"x24"I FV FOUNDATION ACCESS I`. I -- - --------� I -- ----- -- ----t_ II - FV r FV 11 ,I O FV I I TYP a 1 II :I I �-IY_-- .-.: - - - - ANSH09,5OLT5 NMONMOMW PROVIDE ANCHOR BOLTS (1/2"x 1 O' AT 1 POUR 6 1/2"x 1 2" AT 2 POUR SYSTEMS) AT b' CIO MAXIMUM AND - WITHIN 1 2" OF ALL J SCALE 1 /4 1' O" JOINTS. PROVIDE 2"x2"x3/ 1 6" STEEL PLATE YVASHER5 AT EACH BOLT. (SEG 1 806.6 G-B.G.) FOUNDATION-NOTE5: 1)VERIFY ALL DIMENSION5 AND ELEVATIONS ANGHORSOLT NOTE;_ WITH ARCHITECTURAL DRAWINGS. IN LOCATIONS WHERE HOLD DOWN ANCHOR BOLT (55TB) 2) SEE TYPICAL FOUNDATION DETAILS. DOES NOT ENGAGE HIOLD DOWN, PROVIDE THREADED ROD OF SAME DIAMQTER AS 55TB WITH GN COUPLER NUT. 31 SLAB SECTION: 4) 4" CONCRETE SLAB WITH #5 REBAR AT 1 8" O.G. RE5AR_0 5TEM-NALL5,_ SECURELY LOCATED AT MID-17EPTH OF SLAB FOUNDATIONS WITH STEM NALL5 SHALL BE PROVIDED 5 2 SANDDE T ¢ ( _E EAT EXTERIO, SLABS) WITH A MINIMUM OF ONE #4 BAR AT THE TOP OF THE WALL 6) 6 -MIL POLYETHYLENE VAPOR RETARDER W/ AND ONE #4 AT THE BOTTOM OF THE FOOTING. (SEG JOINTS LAPPED NOT LE55 THAN 6" BETWEEN 1 806.'1.1, G.B.G.) THE BASE LOURS - E OR SUB GRADE 8 CONCRETE FLOOR SLAB (NOT REQUIRED AT UNDERFLOOR VENTILATION. IN Kul: VENTS SHALL BE LOG PORCH SLABS) ATED WITHIN 3 -FEET OF EACH CORNER OF T) 4" FREE DRAINING MATERIAL THE BUILDING. (FOUNDATION VENTS FOR WILDFIRE EXPOSURE 8) PROPERLY PREPARED SUBGRADE SHALL BE FULLY GOVeRED WITH METAL WIRE MESH OR NONCOMBUSTIBLE MATERIALS WITH MINIMUM OF 1 / 1 6" AND SHALL NOT EXCEED 1 /e" OPENINGS IN COMPLIANCE WITH 2015 GRG SECTION R321.6,2,) i"AD 1-5UBTERRANEAN TJ=RMLTE GONTBOJ<MESNODS= IN AREAS SUBJECT TO DAMAGE FROM TERMITES AS INDICATED BY TABLE R501.2(1), METHODS OF PROTECTION SHALL BE ONE OF THE FOLLOWING METHODS OR A COMBINATION OF THESE METHODS: 1) CHEMICAL TERMITICIDE TREATMENT, AS PROVIDED IN SECTION R31 6.2. 2) TERMITE BAITING SYSTEM INSTALLED AND MAINTAINED ACCORDING TO THE LABEL 3) PRESSURE -PRESERVATIVE -TREATED WOOD IN ACCORDANCE WITH THE PROVISIONS OF SECTION R3 11.1. 4) NATURALLY DURABLE TERMITE -RESISTANT WOOD. 5) PHY51CAL BARRIERS AS PROVIDED IN SECTION R9 1 8.3 AND USED IN LOCATIONS AS SPECIFIED IN SECTION 83 1 5.1. 6) GOLD -FORMED STEEL FRAMING IN ACCORDANCE WITH SECTIONS R505.2.1 AND R605.2. 1.r -OLD -FORMED STEEL FRAMING IN ACCORDANCE WITH SECTIONS R505.2.1 AND R603.2. 1. METHOD 9 WILL BE USED ON THISpROJEGT WITH CLEARANCES AS PER GBG 311.162, WOOD JOISTS WILL BE MORE THAN 15 INCHES 6 WOOD GIRDERS WILL BE MORE THAN 12 INCHES TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. MAX RAMIREZ - GOLDEN SUN DESIGN - ENER6Y CALC5 221 69 5AM50N AVENUE, CORNING, CALIFORNIA 96021 PHONE: (550) 521-7242 CELL EMAIL ADDRESS: Max®CadMamazom -- _ - i - _ _ _. __ _- -- - - i� I'---I11�` I IIi�' 1' ili_iT ` 1V I -. - T I GRAIDIN(S-A 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 1 0 FEET (5% SLOPE). 1000 5Q FT IN RESIDENCE FOUNDATION ACCESS 5 -i 50 _ DIVIDED B Y 150 CRAWL SET 6.1 50 FT OF REQUIRED VENTILATION 24 V,:3' .I V11 ih N:`•+ 11.11) . x 1 8" FOUNDATION ACCESS VENT 220 NET 50 INCHES "NET FREE VENTILATION AREA' (NEVA)il 144 ��"'''®<�""'�" ": (Ee"a $'," I1, 1.528 DIVIDED BY 144 INCHES IN 50 FT NEVA 50 FTP R E TYPICAL FOUNDATION VENT �. I Y..; � y{11 i. X V I "I 'N"^'X,' ('x 1 4' FOUNDATION VENT .^ ~ "'"' ✓- '11.0 NET 50 INCHE5 "NET FREE VENTILATION AREA" (NFVA) „'-� _IA -4 DIVIDED BY 144 INCHES IN 5G FT to 0.49 NFVA 50 FT PER TYPICAL FOUNDATION VENT FOUNDATION 6.9 REQUIRED SQ FT OF VENTILATION "NFVA" VEMT_- _W 1 =1,5 5.2 LESS (1) FOUNDATION AGGE55 '?- ;: ,.. -,r L.,,' �� Go _0.49 DIVIDED BY 0.49 SQ FT PER FOUNDATION VEIx'�-'�-_..4^-, eI 6rl I ""(< a dax 10.6 REQUIRED FOUNDATION VENTS 'arzs° -Y° SC. IN, NFVA 131 Nr { ^r' - 9A 9', IN. N=iA FOUNDATION YENnLATIONNOTE: PROVIDE VENTILATING OPENINGS WITHIN 3 -FEET OF EACH CORNER OF THE BUILDING. X6 Plan5\Tom Hall - Jan Owen\Owen Re5ldence.layout JAN OWEN PERMIT 4 IS--- a? Z 7 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C DE OMPLIANCE D I /- BY 199 9 00 S_ U Q 0 NO y" T 1 11.11) 0 X X V I Q O i- to Z 2 (:) Wv0� 5 Q rf ul In y0 131 � Luz ILI �O IL.. - _j 50 Q vv lu I__ IL [Q z N U -I W 0 Q Z NN I M w IV ALBLE: 1000 SgFt TOTAL GARAGE: O SgFt G0_yj=__9BP_ P_A_T_I_O: 0 5gFt '.',I DATE: 4/17/2015 SCALE: SHOWN 000 I aTcH7 SHEET .2 : o COPYRIGHT 2014 ,FTING 'ALLEY ROAD, WORK CELL LynnSmlth32®ATTAet ELE0T.5ERVIGE: 200 AMP ELECT. SERVICE METER 48'H MIN. - 15' MAX. TANKLES5 AN IAC_LONV_UNIT_ tOVIDE 220Y ELECT. 5GONNEGT WITHIN 25'. M ENVIRONMENTAL )ALITY NOTE 1 S. ol� 14"x 18" VENT III III 20305H B GOAT STUGGO COMP051TION ROOFING OVER 15u FELT OVER 1/2" GDX PLYWOOD OR 05B WITH. ROOF VENTILATION: GOHTINUOUS Sd'S AT 6", 1 2" c/c. SEE ROOF PLAN 6 ROOF RIDGE VENT PITCH (2 / 12 VENTILATION GALC5. LANDIN(55: OUTDOORI16HTb: `I' $5 (�, ; h . THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE MUST BE INCANDESCENT W/ I THAN 1.15 INCHES BELOW THE TOP OF THE THRESHOLD. MANUAL ON-OFF SWITCH, MOTION PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT SWING OVER THE LANDING DETECTOR 8 PHOTO CONTROL SCALE: 114 - 1 `O 6 3 GOAT STUCCO 8 1 1 Ov CFI � I r - SLIDING SAFETY GLA55 DOOR CONTINUOUS RIDGE VENT L J f.OMP05IT[oN Li0QF]NG_ c)VER 15# FELT OVER 1/2" c:DX PLYWOOD OR 055 WITH c5d'5 AT 6", 12" c/c. PITCH b / 12 605OL5 UNDERLAYMENL: 5 GOAT STUCCO A MINIMUM OF ONE LAYER OF NO, 15 ASPHALT FELT, COMPLYING WITH ASTM D-226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FINISHES IS 3 GOAT STUCCO ROOF VENTILATION: SEE ROOF PLAN 4 ROOF VENTILATION GALLS, It LIGHT SLIDING SAFETY GLASS DOOR 6068 EAVE5 d SOFFIT NOTE? WHERE THE DISTANCE FROM THE PROVIDE GGX PLYWOOD AT TOP OF THE BRACED WALL PANEL EAVES, OR: SEE ENVIRONMENTAL QUALITY NOTE 19. FOUNDAT i ...- AN IGNITION RESISTANT OR NO �" �" STREET LIGHT ACCORDANCE WITH THE 2015 MUST - R CRO SECTION R32-1. ACCORDING TO GRG R602.10.8.2. ASPHALT •g NUMBER Or _ _ _ OTHER E 1 FELT VENTILATION CALC5. OR - i r r -O SERVICE METER _APPROVED MATERIALSTYPES 4B"H MIN. - 15" MAX. V15113LE OF EXTERIOR BEU5ED WHEN A STANDARD GUT WASHER 15 ADDED SHALL BE TEMPERED A5 PER' tuM 2015 CRC, SECTION R327. i WH. STREET. CONTINUOUS ALLEXIERIOR WALL5: BO68 CONTINUOUS VENT UNDERLAYMENT: ENCLOSED WITH AN IGNITION _Iw -.. ENO Ov GFI RIDGERD&E QIIL.. - OVER - /AC GOND. UNIT D-226 FOR TYPE 1 FELT OR OTHER CONCRETE FOOTING __ CIPX - III OR 055 CONTINUOUS RIDGE VENT L J f.OMP05IT[oN Li0QF]NG_ c)VER 15# FELT OVER 1/2" c:DX PLYWOOD OR 055 WITH c5d'5 AT 6", 12" c/c. PITCH b / 12 605OL5 UNDERLAYMENL: 5 GOAT STUCCO A MINIMUM OF ONE LAYER OF NO, 15 ASPHALT FELT, COMPLYING WITH ASTM D-226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FINISHES IS 3 GOAT STUCCO ROOF VENTILATION: SEE ROOF PLAN 4 ROOF VENTILATION GALLS, It LIGHT SLIDING SAFETY GLASS DOOR 6068 W. I EI FT� -I EAVES d SOFFIT NOTES: PROVIDE COX PLYWOOD AT EAVE5, OR: EAVES SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON- COMBUSTIBLE MATERIAL IN ACCORDANCE WITH THE 201 S GRG SECTION R521. EXTERIOR DOORS: ALL EXTERIOR DOORS TO BE FIRE RE51STANT IN ACCORDANCE WITH THE 2015 CRG SECTION R321. EXTERIOR GLAZING: ONE PANE OF EACH WINDOW SHALL BE TEMPERED AS PER THE 2015 GRC SECTION R327. ALLEZCTERIO9J'AALL5_ ALL EXTERIOR WALL5 SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON-GOMBU5TIBLE MATERIAL IN ACCORDANCE WITH THE 2013 GRG SECTION 8921. FINISHED GRADE EAVE5 d SOFFIT NOTE? WHERE THE DISTANCE FROM THE PROVIDE GGX PLYWOOD AT TOP OF THE BRACED WALL PANEL EAVES, OR: SEE ENVIRONMENTAL QUALITY NOTE 19. FOUNDAT i ...- AN IGNITION RESISTANT OR NO UNPERLAYMENr® LAYER OF NO. 15 _ r - MEN ACCORDANCE WITH THE 2015 MUST - R CRO SECTION R32-1. ACCORDING TO GRG R602.10.8.2. ASPHALT FOUNDATION VIENT5 PER MOTION Or _ _ _ OTHER E 1 FELT VENTILATION CALC5. OR - i r r -O SERVICE METER _APPROVED MATERIALSTYPES 4B"H MIN. - 15" MAX. EXTERIOR_GLAZING: OF EXTERIOR BEU5ED WHEN A STANDARD GUT WASHER 15 ADDED SHALL BE TEMPERED A5 PER' tuM 2015 CRC, SECTION R327. i WH. 13 IL > Q CONTINUOUS ALLEXIERIOR WALL5: IL V IL IX CONTINUOUS VENT UNDERLAYMENT: ENCLOSED WITH AN IGNITION _Iw -.. ENO RE915TANT OR NON-COMBU5T RIDGERD&E QIIL.. - OVER - /AC GOND. UNIT D-226 FOR TYPE 1 FELT OR OTHER CONCRETE FOOTING __ CIPX - III OR 055 �rr��.rrr��.� r �.�rr��■r.rr��.r•r � .r��.�.r�r.■r..r� - PITCH 6 12 IN1��.r•rr�r.■r.rr� .r�r■�ir� r��.�.r..�■�.r6r■�rr�r■� cj 0 FOUNDATION VENTS PER GALLS. 0-226 FOR TYPE 1 FELT OR OTHERVENTILATION SCALE: 1/4"- 1'-0 - OCCURS PER PLAN �rr�r..�r■rrr�r.■�rr�r.■�rr�r.�.r�� APPROVED MATERIALS BEHIND ALL - OOF ROOF LANRVENTILATION �r ��■Z� :� ��■� �r ��■� 2:� ■fir•22 CALC5. W. I EI FT� -I EAVES d SOFFIT NOTES: PROVIDE COX PLYWOOD AT EAVE5, OR: EAVES SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON- COMBUSTIBLE MATERIAL IN ACCORDANCE WITH THE 201 S GRG SECTION R521. EXTERIOR DOORS: ALL EXTERIOR DOORS TO BE FIRE RE51STANT IN ACCORDANCE WITH THE 2015 CRG SECTION R321. EXTERIOR GLAZING: ONE PANE OF EACH WINDOW SHALL BE TEMPERED AS PER THE 2015 GRC SECTION R327. ALLEZCTERIO9J'AALL5_ ALL EXTERIOR WALL5 SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON-GOMBU5TIBLE MATERIAL IN ACCORDANCE WITH THE 2013 GRG SECTION 8921. FINISHED GRADE HVAC GOND. UNIT: PROVIDE 220v ELECT. DISCONNECT WITHIN 25'. SEE ENVIRONMENTAL QUALITY NOTE 19. EXTERIOR�LAZING- EAYES_d5OFFIT__NOSE5_ ONE PANE OF EACH WINDOW' PROVIDE CGX PLYWOOD AT SHALL BE TEMPERED A5 PER THE EAVES, OR: 201 3 GRG SECTION R321 3O3OL5 3030L5 EAVES SHALL BE ENCLOSED WITH 4040L5 COMBUSTTIB COMBUSTIBLE RESISTANT INONN ALL EXTERIOR WALL5: ACCORDANCE WITH THE 2013 UL ALL EXTERIOR WALL5?HALL BE CRC, SECTION R321. ENCLOSED WITH AN IGNITION RESISTANT OR NON-G0MBU5TIBLE MATERIAL IN ACCORDANCE WITH LANDING5: THE 201 3 GRG SECT01� R321. THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE 3 GOAT STUCCO THAN 1.15 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT SWING OVER THE LANDING. ® ® FINISHED GRADE FOUNDATION VENT5: �">' tr `T r� �." '� UNDERLAYMENT: OF NO. 15 FOUNDATION VENTS PER �IRRENED ����",.1 �� A MINIMUM OF ONEL.AYI= � t �" ASPHALT ELT, COMPLYING WTHH ASTM VENTILATION GALC5. D-226 FOR TYPE 1 FELT OR OTHER SCALE: 1/4" - 1'-0" APPROVED MATERIAL5 BEHIND ALL TYPES OF EXTERIOR WALL FINISHES 15 REQUIRED. COMP051TION-900FING CONTINUOUS OVER 15# FELT OVER 1/2" RIDGE VENT GDX PLYWOOD OR 056 WITH 8d'S AT 6", 12" G/c. PITCH 6 / 12 ROOF VENTILATION: SEE ROOF PLAN [ ROOF VENTILATION GALCS. 14'x 180 VENT EXTERIORS61-AZIN6: -ATE HEIGHT ONE PANE OF EACH WINDOW - c 0 ALL EXTERIOR WALLS SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON-COMBUSTIBLE MATERIAL IN ACCORDANCE WITH THE 2015 GRG SECTION R321. CONTINUOUS RIDGE VENT HVAC GOND. UNIT: PROVIDE 220v ELECT. IJ EAVE5 d SOFFIT NOTE? WHERE THE DISTANCE FROM THE PROVIDE GGX PLYWOOD AT TOP OF THE BRACED WALL PANEL EAVES, OR: SEE ENVIRONMENTAL QUALITY NOTE 19. EAVES SHALL BE ENCLOSED N E�LLFFS�OtT��. AN IGNITION RESISTANT OR NO TANIIKLES[5]IIWN COMBUSTIBLE MATERIAL IN MEN ACCORDANCE WITH THE 2015 SER AMP ELECT. SERVICE METER CRO SECTION R32-1. ACCORDING TO GRG R602.10.8.2. EXTERIOR40095: ELEGS�SER LIGE_ ALL EXTERIOR DOORS TO BE Or RESISTANT IN ACCORDANCE N 200 AMP ELECT. THE 201 3 CRC SECTION R32 - SERVICE METER HVAC 4B"H MIN. - 15" MAX. EXTERIOR_GLAZING: ONE PANE OF EACH WINDOW BEU5ED WHEN A STANDARD GUT WASHER 15 ADDED SHALL BE TEMPERED A5 PER' tuM 2015 CRC, SECTION R327. i WH. 13 IL > Q •�; ALLEXIERIOR WALL5: IL V IL IX Q ALL EXTERIOR WALLS SHALL E U1 Z UNDERLAYMENT: ENCLOSED WITH AN IGNITION _Iw (��■r�pTriL�O RE915TANT OR NON-COMBU5T r, v�`"j ''�1 1V', A QIIL.. MATERIAL IN ACCORDANCE WI /AC GOND. UNIT D-226 FOR TYPE 1 FELT OR OTHER CONCRETE FOOTING THE 201 3 CRC SECTION R32-. ¢TER VENI'� 11.. 1 FINISHED GRADE HVAC GOND. UNIT: PROVIDE 220v ELECT. DISCONNECT WITHIN 25'. SEE ENVIRONMENTAL QUALITY NOTE 19. EXTERIOR�LAZING- EAYES_d5OFFIT__NOSE5_ ONE PANE OF EACH WINDOW' PROVIDE CGX PLYWOOD AT SHALL BE TEMPERED A5 PER THE EAVES, OR: 201 3 GRG SECTION R321 3O3OL5 3030L5 EAVES SHALL BE ENCLOSED WITH 4040L5 COMBUSTTIB COMBUSTIBLE RESISTANT INONN ALL EXTERIOR WALL5: ACCORDANCE WITH THE 2013 UL ALL EXTERIOR WALL5?HALL BE CRC, SECTION R321. ENCLOSED WITH AN IGNITION RESISTANT OR NON-G0MBU5TIBLE MATERIAL IN ACCORDANCE WITH LANDING5: THE 201 3 GRG SECT01� R321. THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE 3 GOAT STUCCO THAN 1.15 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT SWING OVER THE LANDING. ® ® FINISHED GRADE FOUNDATION VENT5: �">' tr `T r� �." '� UNDERLAYMENT: OF NO. 15 FOUNDATION VENTS PER �IRRENED ����",.1 �� A MINIMUM OF ONEL.AYI= � t �" ASPHALT ELT, COMPLYING WTHH ASTM VENTILATION GALC5. D-226 FOR TYPE 1 FELT OR OTHER SCALE: 1/4" - 1'-0" APPROVED MATERIAL5 BEHIND ALL TYPES OF EXTERIOR WALL FINISHES 15 REQUIRED. COMP051TION-900FING CONTINUOUS OVER 15# FELT OVER 1/2" RIDGE VENT GDX PLYWOOD OR 056 WITH 8d'S AT 6", 12" G/c. PITCH 6 / 12 ROOF VENTILATION: SEE ROOF PLAN [ ROOF VENTILATION GALCS. 14'x 180 VENT EXTERIORS61-AZIN6: -ATE HEIGHT ONE PANE OF EACH WINDOW - c 0 ALL EXTERIOR WALLS SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON-COMBUSTIBLE MATERIAL IN ACCORDANCE WITH THE 2015 GRG SECTION R321. CONTINUOUS RIDGE VENT HVAC GOND. UNIT: PROVIDE 220v ELECT. IJ WHERE THE DISTANCE FROM THE DISCONNECT WITHIN 25'. TOP OF THE BRACED WALL PANEL /� SEE ENVIRONMENTAL QUALITY NOTE 19. jj I� E�LLFFS�OtT��. 2"x PTDF UNLESS NOTED OTHERWISE TANIIKLES[5]IIWN Iu1 MEN �.w.ew."na•Am."ev SER AMP ELECT. SERVICE METER Z 1000 SOFT OF ATTIC -900_ DIVIDED BY 150 6.67 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) 2.29 SOFT -(5)14'X18'GABLE END VENT (11050 IN EACH) • 0.164 SOFT CONSTRUCTION METALS INC. OR EQUAL _4.54 SOFT - (12) LIN FT CONT. RIDGE VENT (9.0 50 IN/LIN FT) • 0.063 SOFT/LIN FT CONSTRUCTION METALS INC. OR EOVAL 6.63- SOFT OF UPPER NFVA -5.65 SOFT - (7) 5 1/2"x 22 1 /2' SOFFIT VENTS (15 50 IN EACH) • 0.521 SOFT VULCAN VENT BY GUNTER MFG. ACCEPTED BY GAL. STATE FIRE MARSHALL. B.65 SOFT OF LOWER NFVA 10.45 TOTAL SOFT OF VENTS (NFVA) NOTE- NOSE: FLOOD ELEVATION CERTIFICATE PREPARED BY A "FINISHED" CONSTRUCTION FLOOD LAUREN J. MGSWAIN. ELEVATION CERTIFICATE 15 • TOP OF BOTTOM FLOOR (NCL BASEMENT): 662.4' REQUIRED PRIOR TO FINAL • LOWEST ELEV OF MACHINERY: 662.4' APPF OVAL OF THIS STRUCTURE. • LOWEST ADJACENT FINISHED GRADE: 659.1' • HIGHE5T ADJACENT FINI5HED GRADE: 661.8' EAVES 4 SOFFIT NOTES: PROVIDE GGX PLYWOOD AT EAVE5, OR: EAVES SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON- COMBUSTIBLE MATERIAL IN ACCORDANCE WITH THE 2015 CRO SECTION R321. FINISHED GRADE LAN.DRNG5: THE LANDING AT AN EXTERIOR DOORWAY SH NLL NOT BE MORE THAN 1.15 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT SWING OVER THE LANDING. ROOF PLYWOOD NOTE: WHERE THE DISTANCE FROM THE U TOP OF THE BRACED WALL PANEL NO TO THE TOP OF THE TRUSSES ELECT, SERVICE: EXCEEDS 15 1/4", THE TOP 2"x PTDF UNLESS NOTED OTHERWISE 3 GOAT STUCCO N Q z MEN �.w.ew."na•Am."ev SER AMP ELECT. SERVICE METER Z ACCORDING TO GRG R602.10.8.2. i Q Or 4 B"H MIN. - 15' MAX. F FOUNDATION ACCESS HVAC COND. UNIT V BEU5ED WHEN A STANDARD GUT WASHER 15 ADDED tuM BETWEEN THE PLATE d NUT. DRYER VENT 13 IL > Q •�; IL V IL IX Q UNDERLAYM£NZ U1 Z UNDERLAYMENT: FOUNDATION VENT5: _Iw (��■r�pTriL�O r, v�`"j ''�1 1V', A QIIL.. 5 1/2'x 14 1/2'SGREENED A MINIMUM OF ONE LAYER OF NO. 1 5 D-226 FOR TYPE 1 FELT OR OTHER CONCRETE FOOTING Y, IF/ jM 11.. 1 ASPHALT FELT, 60MPLYING WITH ASTM i1 -I V Z cj 0 FOUNDATION VENTS PER GALLS. 0-226 FOR TYPE 1 FELT OR OTHERVENTILATION SCALE: 1/4"- 1'-0 - OCCURS PER PLAN APPROVED MATERIALS BEHIND ALL Ln TYPES OF EXTERIOR WALL FIN15HE515 S OT 2- 7 REQUIRED. 05gFt PERMIT 4t BUTTE COUNTY DEVELOPMENT SERVICES 1000 SOFT OF ATTIC -900_ DIVIDED BY 150 6.67 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) 2.29 SOFT -(5)14'X18'GABLE END VENT (11050 IN EACH) • 0.164 SOFT CONSTRUCTION METALS INC. OR EQUAL _4.54 SOFT - (12) LIN FT CONT. RIDGE VENT (9.0 50 IN/LIN FT) • 0.063 SOFT/LIN FT CONSTRUCTION METALS INC. OR EOVAL 6.63- SOFT OF UPPER NFVA -5.65 SOFT - (7) 5 1/2"x 22 1 /2' SOFFIT VENTS (15 50 IN EACH) • 0.521 SOFT VULCAN VENT BY GUNTER MFG. ACCEPTED BY GAL. STATE FIRE MARSHALL. B.65 SOFT OF LOWER NFVA 10.45 TOTAL SOFT OF VENTS (NFVA) NOTE- NOSE: FLOOD ELEVATION CERTIFICATE PREPARED BY A "FINISHED" CONSTRUCTION FLOOD LAUREN J. MGSWAIN. ELEVATION CERTIFICATE 15 • TOP OF BOTTOM FLOOR (NCL BASEMENT): 662.4' REQUIRED PRIOR TO FINAL • LOWEST ELEV OF MACHINERY: 662.4' APPF OVAL OF THIS STRUCTURE. • LOWEST ADJACENT FINISHED GRADE: 659.1' • HIGHE5T ADJACENT FINI5HED GRADE: 661.8' EAVES 4 SOFFIT NOTES: PROVIDE GGX PLYWOOD AT EAVE5, OR: EAVES SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON- COMBUSTIBLE MATERIAL IN ACCORDANCE WITH THE 2015 CRO SECTION R321. FINISHED GRADE LAN.DRNG5: THE LANDING AT AN EXTERIOR DOORWAY SH NLL NOT BE MORE THAN 1.15 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT SWING OVER THE LANDING. ROOF PLYWOOD NOTE: WHERE THE DISTANCE FROM THE U TOP OF THE BRACED WALL PANEL NO TO THE TOP OF THE TRUSSES EXCEEDS 15 1/4", THE TOP 2"x PTDF UNLESS NOTED OTHERWISE PLATES OF THE BRACED WALL N Q z PANEL SHALL BE CONNECTED TO �.w.ew."na•Am."ev PERPENDICULAR TRUSSES ABOVE Z ACCORDING TO GRG R602.10.8.2. i 2"x6" FASCIA r WITH SOFFIT SIDING PER U PLAN NO EAVES_4 5OFf1'LNOTE5_: EAVES SHALL BE ENCLOSED WITH AN IGNITION RE515TANT OR NON- COMBUSTIBLE MATERIAL IN ACCORDANCE WITH OBI SECTION 104A.2.5 EXTERIOR DOOR5: ALL EXTERIOR DOORS TO BE FIRE RESISTANT IN ACCORDANCE WITH GBG. SECTION 104A.9.2.3 EXTERIOR GLAZING: ONE PANE OF EACH WINDOW SHALL BE TEMPERED AS PER GBG SECTION 104A.9.2.2. ALL EXTERIOR WALLS: ALL EXTERIOR WALLS SHALL BE ENCiL05EP WITH AN IGNITION RESISTANT OR NON-COMBUSTIBLE MATERIAL IN AGGORDANGE WITH _CBC. SECTION 704A.9 TRUSS BLOCKING PANEL TRUSSES AT 2"X6" STUDS AT 1 6" 0/G EAVE DETAIL SCALE: 1/2" - V-0" 1 3 SCALE: 1/4"- 1'-0" 1) ROOF COVERING SHALL BE COMPOSITION ROOFING. 2) ROOF PITCH SHALL BE 6: 12, TYPICAL. B) ROOF OVERHANG SHALL BE 12" AT OVERHANG 4 12" AT GABLE ENDS, UNLESS OTHERWISE NOTED. ATTIC BAIIAI5ULATION AS PER ENERrSY GALLS FINISHED GRADE NATURAL GRADE COMPOSITION ROOFINCz ROOF VENTILATION: OVER 15# FELT OVER 1/2" SEE ROOF PLAN d ROOF GDX PLYWOOD OR 055 WITH VENTILATION CALLS. PITCH b / 1 2 TRUSSES ®�4` c/c \ DE516N d GALLS BY OTHERS 5/8` GYP. 8D. A 8' PLATE HEIGHT 6"X 10.. HEADER 24" ROOF OVERHANG TYPICAL, U.N.O. 1/2" GYP. BD. STUCCO EXTERIOR: 3 COAT FINISH 2" x 6" STUDS ® 1 6" G/C BEEN MADE IN THE PREPARATION OF TH15 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. DeAriwm BY: W.A..Rlnn 1 RY ROAD GHIGO, GAL3FORNIA 994TB LYNKSMIT0520ATT.NET ENERGY GALC5 BY: ' GOLDEN SUN -•11 �DESIGN5 1` �� QAX AMIQR9 SHINGLE MOLD REVIEWED FOR / COQE COMPLIANCE PLY DBL 2X TOP PLATE MSTI26 STRAP, U.N.O., B GOID (O / PER DETAIL BELOW- /" CENTERED ON DISCONTINUITY TI UITY PRQ: Y E. N. O SgFt - 2"X4" 2"x FASCIA STUD DIRECTLY UNDER SPLICE, TYP. DATE: WITH SOFFIT TRUSSES TYPICAL TOP PLATE DISCONTINUITY 4/1'7/2015 SIDING AT 24" G/G -SEE ELEVATION � �' "� (5) 16d AT CORNER OR INTERSECTING WALL\ SCALE: E. IN A35 ® 45" C/G, TYPICAL 16d SINKERS AT 18' O.C. 4'-0" MIN, LAP LENGhI TYP ` 16d SINKERS AT 16' O.C. SHOWN UNLESS OTHERWISE (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C..I (12) MIN. BETWEEN SPLICES NOTED. SEE SCHEDULE. (12) MIN. BETWEEN SPLICES SIDING PER PLAN O O O 2"xb"STUD5WITH DOUBLE TOP PLATE \ it �340��T SABLE END DETAIL STPD D1REC,LY \DBL 2% LI UNDER SPUCE, TYP._,� I(; TOP PLATE SHEET SCALE: 1/2"- V -O" INTERSECTING WALL OR CORNER WHERE OCCURS -7T 2 TYPICAL TOP PLATE SPLICE 3 TYPICAL TOP PLATE SPLICE DETAIL NO SCALE ®COPYRIGHT 2014 -,l,( MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALC5 ' w I 221895AM50N AVENUE, CORNING, CALIFORNIA q&021 WI PHONE:(550)521-1242 CELL EMAILADDRE55: Max®CadMamaROm 1 X6 PIan5\TOm Hall - Jan Owen\Owen ReSiden6e.layout JAN OWEN N U LYNN SM11 1 - DRAFTING 1995YOAMORE VALLEY ROAD, 45q 5 (530) 691-0585 WORK CHICO,(J� NO q- T 1 2"x PTDF UNLESS NOTED OTHERWISE N Q z ANCH99_59LT5: �.w.ew."na•Am."ev V 0 Z �o Q Or PLATEJNA5HE9S: F �� UO W V BEU5ED WHEN A STANDARD GUT WASHER 15 ADDED tuM BETWEEN THE PLATE d NUT. 13 IL > Q •�; IL V IL IX Q U1 Z UNDERLAYMENT: _Iw A MINIMUM OF ONE LAYER OF NO. 1 5 EE }v^, QIIL.. 1-I < D-226 FOR TYPE 1 FELT OR OTHER CONCRETE FOOTING z APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR W ALL FINISHES 15 � < �i�r' REQUIRED i1 -I V Z cj 0 SCALE: 1/4" 1'-0" •, ,.--WALL CONTINUES WHERE N OCCURS PER PLAN mw Ln SHINGLE MOLD REVIEWED FOR / COQE COMPLIANCE PLY DBL 2X TOP PLATE MSTI26 STRAP, U.N.O., B GOID (O / PER DETAIL BELOW- /" CENTERED ON DISCONTINUITY TI UITY PRQ: Y E. N. O SgFt - 2"X4" 2"x FASCIA STUD DIRECTLY UNDER SPLICE, TYP. DATE: WITH SOFFIT TRUSSES TYPICAL TOP PLATE DISCONTINUITY 4/1'7/2015 SIDING AT 24" G/G -SEE ELEVATION � �' "� (5) 16d AT CORNER OR INTERSECTING WALL\ SCALE: E. IN A35 ® 45" C/G, TYPICAL 16d SINKERS AT 18' O.C. 4'-0" MIN, LAP LENGhI TYP ` 16d SINKERS AT 16' O.C. SHOWN UNLESS OTHERWISE (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C..I (12) MIN. BETWEEN SPLICES NOTED. SEE SCHEDULE. (12) MIN. BETWEEN SPLICES SIDING PER PLAN O O O 2"xb"STUD5WITH DOUBLE TOP PLATE \ it �340��T SABLE END DETAIL STPD D1REC,LY \DBL 2% LI UNDER SPUCE, TYP._,� I(; TOP PLATE SHEET SCALE: 1/2"- V -O" INTERSECTING WALL OR CORNER WHERE OCCURS -7T 2 TYPICAL TOP PLATE SPLICE 3 TYPICAL TOP PLATE SPLICE DETAIL NO SCALE ®COPYRIGHT 2014 -,l,( MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALC5 ' w I 221895AM50N AVENUE, CORNING, CALIFORNIA q&021 WI PHONE:(550)521-1242 CELL EMAILADDRE55: Max®CadMamaROm 1 X6 PIan5\TOm Hall - Jan Owen\Owen ReSiden6e.layout JAN OWEN N `yam* {RRR�44DI{'` LYNN SM11 1 - DRAFTING 1995YOAMORE VALLEY ROAD, 45q 5 (530) 691-0585 WORK CHICO,(J� 51LL_P_LATE_: J 2"x PTDF UNLESS NOTED OTHERWISE N Q z ANCH99_59LT5: �.w.ew."na•Am."ev V 0 9/4" PLYWOOD 5U5FLOOR: 9 PROVIDE (2) BOLTS MIN. PER SILL PLATE AND 6'-O" G/ Z OVER 2"xb" FLOOR JOISTS ® 16" G/G G MAX. W/ A MIN. OF 1" EMBEDDED. O Q PLATEJNA5HE9S: F 3'x3x 0.229" DIAGONALLY SLOTTED PLATE 'd W WASHERS W/ A MAX. SLOT LENGTH OF 1 3/4' MAY Z F Q W BEU5ED WHEN A STANDARD GUT WASHER 15 ADDED BETWEEN THE PLATE d NUT. 13 IL > Q •�; IL V IL IX 0 H UNDERLAYMENT: 1- 5 A MINIMUM OF ONE LAYER OF NO. 1 5 EE ILI yq/ 1 6" 50 X 1 2" D ASPHALT FELT, COMPLYING WITH A57M W/ 1 6' SQ x 1 2" DEEP D-226 FOR TYPE 1 FELT OR OTHER CONCRETE FOOTING APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR W ALL FINISHES 15 � < �i�r' REQUIRED 3GGGGG'i.3� SCALE: 1/4" 1'-0" •, ,.--WALL CONTINUES WHERE 1000 SgFt TOTAL OCCURS PER PLAN S OT 2- 7 05gFt PERMIT 4t BUTTE COUNTY DEVELOPMENT SERVICES PARTIAL PLAN AT TOP PLATE COR ER AND TEE SHINGLE MOLD REVIEWED FOR / COQE COMPLIANCE PLY DBL 2X TOP PLATE MSTI26 STRAP, U.N.O., B GOID (O / PER DETAIL BELOW- /" CENTERED ON DISCONTINUITY TI UITY PRQ: Y E. N. O SgFt - 2"X4" 2"x FASCIA STUD DIRECTLY UNDER SPLICE, TYP. DATE: WITH SOFFIT TRUSSES TYPICAL TOP PLATE DISCONTINUITY 4/1'7/2015 SIDING AT 24" G/G -SEE ELEVATION � �' "� (5) 16d AT CORNER OR INTERSECTING WALL\ SCALE: E. IN A35 ® 45" C/G, TYPICAL 16d SINKERS AT 18' O.C. 4'-0" MIN, LAP LENGhI TYP ` 16d SINKERS AT 16' O.C. SHOWN UNLESS OTHERWISE (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C..I (12) MIN. BETWEEN SPLICES NOTED. SEE SCHEDULE. (12) MIN. BETWEEN SPLICES SIDING PER PLAN O O O 2"xb"STUD5WITH DOUBLE TOP PLATE \ it �340��T SABLE END DETAIL STPD D1REC,LY \DBL 2% LI UNDER SPUCE, TYP._,� I(; TOP PLATE SHEET SCALE: 1/2"- V -O" INTERSECTING WALL OR CORNER WHERE OCCURS -7T 2 TYPICAL TOP PLATE SPLICE 3 TYPICAL TOP PLATE SPLICE DETAIL NO SCALE ®COPYRIGHT 2014 -,l,( MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALC5 ' w I 221895AM50N AVENUE, CORNING, CALIFORNIA q&021 WI PHONE:(550)521-1242 CELL EMAILADDRE55: Max®CadMamaROm 1 X6 PIan5\TOm Hall - Jan Owen\Owen ReSiden6e.layout JAN OWEN `yam* {RRR�44DI{'` LYNN SM11 1 - DRAFTING 1995YOAMORE VALLEY ROAD, 45q 5 (530) 691-0585 WORK CHICO,(J� Liu `"" sx.. (550) 14-055A (530) 514-0585 DELL �.w.ew."na•Am."ev EMAIL ADCRE55: LynnSmlth326ATT.net 1 O ELECT SERVICE- 200 AMP ELECT. SERVICE METER 48'H MIN. _15" MAX • ONFIR I N• S MIQCASO . BATHROOM IKESEGEPTAGLES;_ SEE NOTE 20. BATHRA2014 EENHo5E 21. BATHROOM EXHAUST FANS: SEE NOTE 23. BUILDING yFNTILATION: SEE NOTE 24. TUB OR 5HONER FIXTURES: BEE NOTE 22. D� p EXTERIOR LIGHTS: SEE NOTE 30. 11101 KITCHEN LI6HTIN6: SYMBOL DrSGRIPTION Conwl T O ELECTRICMETER, GAS METER, SUBPANEL,DOOR GRIME, DOOR BELL. d l -AV ---E7+ T THERMOSTAT, HOME ALARM COUNTERTOP 4 A CONTROL so co 0 c `o° GO/SMOKE, SMOKE 4 00 DETECTORS x =Y",-) H W CEILING FANS ® EXHAUST, EXHAUST HEAT LAMP, EXHAUST W/ LI LIGHT, EXHAUST W/ LIGHT a HEAT REGEPT _LOCA_TION54 WALL EXHAUST 4 C5C5rtV C5E�C6 CT .' 7. 9 GABLE, OAT 5, CATS W/ TV, OAT5E, GAT&, GA71, PHONE a TV JACKS AFCy.� ,rte 'A'P�-r, GFC(4 GFI ^ Q � UT'Ip ITLI W VI'IV Ui1p al-ip 1,10 -VOLT: AFGI, LOW VOLTAGE, DUPLEX, DUPLEX SPLIT WIRED, DUPLEX I�'1p 89 WEATHERPROOF, GFCI, GFL QU WRAP EX, SINGLE, DUPLEXSWITCH, SINGLE W/ SEE NOTE 1 B. SWITCH, TRIPLEX,, TRIPLEX SPLIT WIRED 220 VOLT, THREE PHASE Co CwDW R CT H Mq��) ,v/ Hq 9 IpT n DRYER, WASHER, DISHWASHER, ELECTRIC RANGE, GAS GOOKTOP, HOOD W/ VENT, CAPABILITY TO CIRCUIT BREAKERS, MICROWAVE, REFRIGERATOR, SAUNA, SAST e TC w GD A � Pp 9 STEAM, TOWEL WARMER, TRASH COMPACTOR, WHIRLPOOL 4 GARBAGE DISPOSAL D� 4� A� K� L� ML � OC` t$' SY_41TGHE5: AUTOMATIC, DOOR, 4 WAY, AUDIO CONTROL KEY OPERATED, LOW ACCESSORIES AS PER GBG. VOLTAGE, MULTI LIGHT, OCCUPANCY RC ` Del 3` 3DM� T� wP� AWL $tWL SENSOR, REMOTE CONTROL, SINGLE POLE, SINGLE POLE N/ DIMMER, 3 WAY, 3 WAY DIMMER, TIMER 4 WEATHERPROOF PER 2015 GEC, ART. 210.1 ' (W (3) VACUUM OUTLET WALL. MOUNTED VACUUM SYSTEM O o 8 ® ® CABINET MOUNTED: PUCK, RECTANGULAR, ROUNDED 4 TOE KICK LIGHTING �( CEILING MOUNTED, DUAL SPOT, TRIPOD 22J L161-IT-FLXTURE5 IN. TU5QRSHOWERENCL05URE5: TO BE LABELED SPOT. b" RECESSED, HEAT LAMP, LOW yo( ® yam( w �•�•( �:�f VOLTAGE, 2' MINI 4 4" RECESSED EQUIPMENT. R LEGAND PENDANT COIN CHANDELIER, E NOTE: COMPLY WITH CEO, ARTICLE 250 RAINDROP CHANDELIER C 4 SCROLL CHANDELIER a BONDING. BOWLPENDANT CHANDELIER ROUND PENDANT CHANDELIER CONTEMPORARY VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMID15TAT BOWL CHANDELIER, MOROCCO PENDANT WHICH SHALL BE READILY ACCESSIBLE. CHANDELIER, PRARIE PENDANT G.) HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS CHANDELIER 4 SCROLL BOWL PENDANT BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. CHANDELIER 20 oc) D R5: ALL SHALL SECURELY RTED. A FIXTURE THAT 5J LAMP__HOL E O O 0 3D OWN LIGHTS ARTS 6 CRAFTS COMBINATION. AN CHANDELIER BOWL CHANDELIER, , O GAND_c A ER LABRA GHNOEL THE QUALIFYING WHOLE -BUILDING, VENTILATION FAN, SHALL COMPLY WITH THE CONTEMPORARY CHANDELIER, Il.l V O CRAFTSMAN CHANDELIER, CRYSTAL FOLLOWING: CHANDELIER, DOVER CHANDELIER, FRANKLIN TRIPLE, RING CHANDELIER, A) A MINIMUM G F M RATING OF 15 CFM. BJ BE RATED A M,.XIMUM OF 1.0 SONE. SEASIDE CHANDELIER, R SHADED C.) THE CONTROL 5WITGH MUST BE LABELED AS THE WHOLE -BUILDING CANDELABRA, RA SUSPENSION TORCH VENTILATION 4 FAN SHOULD OPERATE WHENEVER THE HOME 15 Or OUPIED. 25J IOILETROOMS� INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED CHANDELIER, TRACK CHANDELIER, TRIPLE LIGHTING FIXTURES IN ROOMS WITH WATER CLOSETS. GLASSIG, VINTAGE CHANDELIER, GARA(SE: WEIGHTED CHANDELIER, WEIGHTED n u 0 'y4jp•(Jj�n�'A`-' DOUBLE CHANDELIER„ WROUGHT IRON CANDELABRA 4 WROUGHT IRON CHANDELIER e &)<O 12.) KITCHEN LIGHTING: TOTAL WATTA6E OF PERMANENTLY INSTALLED LIGHTS �A t� «A O EMERGENCY EXIT LIGHTING 4 EXIT SIGNS ACCEPTABLE.) 28.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSI'r E SIDES OF THE END OF THE COUNTER. 2015 GEC ART. 210.52 (C)(2013) AND ART. 2 10.8. OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE WILL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24". SURFACE MOUNTEDPLDORE50ENT N6l EXTERIOR: APPLIANCE BRANGH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, 2 1'X48" (4) TUBE FIXTURE, 24" (2) TUBE 29J EXTERIOERECEPTACLE51 ALL OUTDOOR REGEPTAGLES SHALL BE WP/GFCI FLOOR REGEPTAGLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS FIXTURE, 48'(2) TUBE FIXTURE PER 2013 CEG ART. 210.52 (B). 30.) OUTDOOR116HLN6: TO BE HIGH EFFICACY. LOW EFFICACY LIGHTING 15 5. NTERTOPJ4EGEPUGLES IN THE KITCHEN AND DINING ROOMS SHALL BE 1) OOU 4 96"(2) TUBE FIXTURE 2) TU INSTALLED EACH WALL COUNTER SPACE THAT IS 1 7 OR WIDER. E R B. ASTRONOMICAL TIME LOWING: A. PHOTO CONTROL O ) ONE THE FOL ) RECE55EDSLUORESGENTS,. GLOGK; OR G.) ENERGY MANAGEMENT CONTROL SYSTEM (FMCS) K: THAN 24' MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET SPACE. 2015 51) GHR15TM^SLl&HTS REGEPTACLE5:. PROVIDE OUTLET NEAR TOP PLATE, SIMILAR W/ "R" IN FIXTURE. SWITCHED 0 FRONT DOOR - WP/6FGI PROTECTED. RECEPTACLES WILL BE GFI PROTECTED. HANGING FLUORE5GENT _hSHMN6: LAUNDRY 4 UTILITY ROOMS: WORKSFAGE 4 1 1 Ov WP GFGI PROTECTED SERVICE RECEPTACLE WITHIN 25'. SEE 16J LAUNDRY 4 UTILITY ROOM REGEPTAGLEOUTLETS. SHALL BE SUPPLIED BY AT LONG SHOD LIGHT 4 SHORT SHOP LIGHT LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTDOOR PATH116HTIN6:. O ❑ Q ®• O O CYLINDRICAL BOLLARD, SQUARE BOLLARD, BOX LAMP, FLARE, PATH LIGHT, 11J DRYER OUTLET PROVIDE 4-1,4IRE REGEPTAGLE FOR DRYER PER 2013 GEC. PATH LIGHT - WIDE BRIM, SPOT LIGHT, TULIP - SMALL 4 TULIP LAMP /�.�� ON 0 ❑ ��® LAMP, 30X LAMP. COLONIAL ACORN LAMP, BOX LAMP, COLONIAL 3 ❑❑ 00010-1 LAMPS, COLONIAL LAMP, FLAIR LAMP, GLOBE LAMP, ORNATE LAMP, SPHERICAL LAMP 4 STREET LANTERN TRACKLI&HLN6: BASIC BASIC DUAL RAIL TRACK, GOOSENECK TRACK, RAIL TRACK, TRACK NE CHANDELIER d 4 TRACK LIGHTING HEAD WALL MOUNTEDLIbHLN6: yyy^^^((( /1 !1 w c;:0g /1 fl VARIOUS 5GONCES. SEMI -FLUSH MOUNTED LIGHTS. OVAL FLOOD, DUAL SPOT, ® 'X' lJ V.F� 'R, GOOSENECK DOUBLE SCONCE, ' GOOSENECK TRIPLE SCONCE, SINGLE FLOOD 4 MOTION SENSOR FLOOD LI&HTBARB:. 2S LIC HT BAR HORIZONTAL a LIGHT BAR VERTICAL, O ELECT SERVICE- 200 AMP ELECT. SERVICE METER 48'H MIN. _15" MAX • ONFIR I N• S MIQCASO . BATHROOM IKESEGEPTAGLES;_ SEE NOTE 20. BATHRA2014 EENHo5E 21. BATHROOM EXHAUST FANS: SEE NOTE 23. BUILDING yFNTILATION: SEE NOTE 24. TUB OR 5HONER FIXTURES: BEE NOTE 22. D� p EXTERIOR LIGHTS: SEE NOTE 30. 9W LED. 1 rr- 4 �rt� • 1 ,III �I 1Si• •D t EXTERIOR 1-1617IT5.. % p SEE NOTE 30 . p p ' O WHOLE HOUSE FAN; SEE NOTE b. DOOR CHIME LOCATION THERMOSTAT; SEE NOTE 8. SMOKE/C.0-ALARMS; SEE NOTE 16. FANY4/LIGHS; SEE NOTE 1. p D p \ EXTERIOR LIGHT o SEE NOTE 30. F EXTERIOR RECEPTACLES' p I SEE NOTE 2 P. - 11101 KITCHEN LI6HTIN6: LED' SEE NOTE 12. FAN W/LIGHT: SEE NOTE 1. 5MALLAFFLIANGE GIRGVITS: SEE NOTE 14. 9W COUNTERTOP RECEPTACLES; C LP FAN14/LI6HT: 1 SEE NOTE 1. 03 Cn(Erzgethd"v911 APAn[egeA ❑Yw2 " twi REGEPT _LOCA_TION54 ADJACENT HALLWAY. csm A) SMOKE 4 CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN SMOKE//LD"_ALARMSt ]1 SEE NOTE 1 B. p p ' PROVIDE READILY ACCESSIBLE DOOR BELL " CAPABILITY TO CIRCUIT BREAKERS, `LAMP HOLDERS: EXTERIOR LIGHTSL DISCONNECTS, FUSES, SWITCHES 4 THEIR BATHROOMS: SEE NOTE 5. ACCESSORIES AS PER GBG. R R LlIbHLNb MEASURES 1. REFER THE OR_Y__L•1E ASURES FOR RE5IDENLA EXTE91OR__REGEPTAGLE5L NOTE: PER 2015 GEC, ART. 210.1 ' (W (3) . SEE NOTE 29. LABEL GIRGUIT BREAKERS, DISCONNECTS, ENERGY LIGHTING REQUIREMENTS THROUGHOUT. p FUSES, SWITCHES a THEIR ACCESSORIES TO 22J L161-IT-FLXTURE5 IN. TU5QRSHOWERENCL05URE5: TO BE LABELED 1� IDENTIFY THEIR LOCATION AND/OR OUTLETS. 2015 GEC, ART. 1 2 (B). EQUIPMENT. 9W LED. 1 rr- 4 �rt� • 1 ,III �I 1Si• •D t EXTERIOR 1-1617IT5.. % p SEE NOTE 30 . p p ' O WHOLE HOUSE FAN; SEE NOTE b. DOOR CHIME LOCATION THERMOSTAT; SEE NOTE 8. SMOKE/C.0-ALARMS; SEE NOTE 16. FANY4/LIGHS; SEE NOTE 1. p D p \ EXTERIOR LIGHT o SEE NOTE 30. F EXTERIOR RECEPTACLES' p I SEE NOTE 2 P. - 5MOKE/G.O. ALARMS: SEE NOTE 15. --------- -------i - - - LAMP_HOLDERS: /LAMP NOT 5. S; SEE NOTE 5. SEE NOTE 5. E - LED. LAUNDRY ROOM RE GEPTAGLES: SEE NOTE 1 b. DRYER -OUTLET,, SEE NOTE 17. GFGI PROTECTION ON COUNTERTOP RECEPTACLE WITHIN_C OF LAUNDRY 51NK. ARC-FAUL SEE NOTE 2 9W L.E.D. R 11101 KITCHEN LI6HTIN6: LED' SEE NOTE 12. TAMPER-RM-SSA1iT__REGE PTACLES• 5MALLAFFLIANGE GIRGVITS: SEE NOTE 14. 18J 5t4o.KE/G.ARR NMONOXIDE ALARMS' PROVIDE A HARDWIRED WITH COUNTERTOP RECEPTACLES; BEE NOTE 15. nn�weme,ttK o, 91leetzxta .see i10el ar FAN14/LI6HT: 1 SEE NOTE 1. 03 Cn(Erzgethd"v911 APAn[egeA ❑Yw2 " twi 5MOKE/G.O. ALARMS: SEE NOTE 15. --------- -------i - - - LAMP_HOLDERS: /LAMP NOT 5. S; SEE NOTE 5. SEE NOTE 5. E - LED. LAUNDRY ROOM RE GEPTAGLES: SEE NOTE 1 b. DRYER -OUTLET,, SEE NOTE 17. GFGI PROTECTION ON COUNTERTOP RECEPTACLE WITHIN_C OF LAUNDRY 51NK. ARC-FAUL SEE NOTE 2 9W L.E.D. R {x -PARCEL i QUAiL RUN RD, SAY LOCA710N MAP N.T.S. LOCAL VENTILATION RATE SUMMARY - BATHROOMS BATHROOM FAN FLOW - 50 CFM EACH NUMBER OF BATHROOMS - 1 DUCT 51ZE - 4 INCH MAX. ALLOWABLE DUCT LENGTH -'10 FT. LOCAL VENTILATION RATE SUMMARY - KITCHEN KITCHEN FAN FLOW - 180 CFM 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 - 50 INCH MAX-ALLO ABLE_DUCT rzNCzH -N0 MI Of an - FAN FLOW RATE (GfIT) Afloor - CONDITIONED FLOOR AREA Nbr_-SLUMBER OF__BEDROOM5IMIN 1) Of an - (0.01 X Afloor) + 0.5 x (Nbr + 1)) Qfan-(10.0) + 0.5 X(1+1)) Of an - 10.0 + 15.0 Of an - 25.0 (ROUNDED TO 25 GEM) DS. DO'AMMUf OF 904CIA14D 3ZCUFW, ELEVATION CERTIFICATE CIbN x�ta )oDx E£pERALEA€HGfNGY M0.`Y+f+BM%M AdiACY Hcika4 xai I.NCTle IMPART,TNI; Fcev. rire irltrYct>em, oe pies l-fi. .EkPiraSo,tlT e.3uH'PS rfDL� SECTION A_ PROPEH.TY INFORMATIONPIR iwIllmidatG(etwl"y usa feledS=a Corer<NI URp cim, Aa. De#rb*1g Uaa (e.£ , eR'4CM :I:fvYSmRC'Mw.... NSSn.Cn Pnkn 9JY e6G.$ iSdH!IIS,OB6CRUupNU� A5. Lxistln a yt� ; E.b ... ;.,...... _... _ .Etna -.. Eaza� Da m' CJNnx+1s T Atnn xsaa BEDROOM: As, p,UfUEng Dagram.iYEN erg„,_.,,,_ TAMPER-RM-SSA1iT__REGE PTACLES• Ail. W tej.FOfRW'3blg YaMyf &h AOethea jfpgpRF: 18J 5t4o.KE/G.ARR NMONOXIDE ALARMS' PROVIDE A HARDWIRED WITH at &OiiaeitgpSdttatimfl garage NIA _ aq f: W 1Irliat it 1* . I, eetltiee. le tx SEE NOTE S. nn�weme,ttK o, 91leetzxta .see i10el ar BATTERY BACKUP SMOKE 4 CARBON MONOXIDE ALARM IN51DE BEDROOMS 4 !36 ,a Ar .N 1r� P,%.! Stl Er +�Aru+£a r.!'arN n4E 4a £5tw r es TA', I n0 gwa nm eD5 g wd)k ..t a 03 Cn(Erzgethd"v911 APAn[egeA ❑Yw2 " twi REGEPT _LOCA_TION54 ADJACENT HALLWAY. 5r -ALE: 1/4'- 1'-0• A) SMOKE 4 CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN SEE NOTE 4. ]1 NOTE: p p ' PROVIDE READILY ACCESSIBLE DOOR BELL " CAPABILITY TO CIRCUIT BREAKERS, LOCATION EXTERIOR LIGHTSL DISCONNECTS, FUSES, SWITCHES 4 THEIR BATHROOMS: SEE NOTE 30. ACCESSORIES AS PER GBG. R R LlIbHLNb MEASURES 1. REFER THE OR_Y__L•1E ASURES FOR RE5IDENLA EXTE91OR__REGEPTAGLE5L NOTE: PER 2015 GEC, ART. 210.1 ' (W (3) . SEE NOTE 29. LABEL GIRGUIT BREAKERS, DISCONNECTS, ENERGY LIGHTING REQUIREMENTS THROUGHOUT. p FUSES, SWITCHES a THEIR ACCESSORIES TO 22J L161-IT-FLXTURE5 IN. TU5QRSHOWERENCL05URE5: TO BE LABELED 1� IDENTIFY THEIR LOCATION AND/OR OUTLETS. 2015 GEC, ART. 1 2 (B). EQUIPMENT. ALL 5 -VOLT SINGLE PHASE 1 5 AND 20 -AMP 9. REGEPTAGLES_ BELOW ALL 1 2 J NOTE: COMPLY WITH CEO, ARTICLE 250 REGEPTAGLES SHALL BE LISTED TAMPER-RESISTANT REGEPTAGLES. SEE 2015 REQUIREMENT5 FnR. GROUNDING GEC, ART. 406.12. a BONDING. {x -PARCEL i QUAiL RUN RD, SAY LOCA710N MAP N.T.S. LOCAL VENTILATION RATE SUMMARY - BATHROOMS BATHROOM FAN FLOW - 50 CFM EACH NUMBER OF BATHROOMS - 1 DUCT 51ZE - 4 INCH MAX. ALLOWABLE DUCT LENGTH -'10 FT. LOCAL VENTILATION RATE SUMMARY - KITCHEN KITCHEN FAN FLOW - 180 CFM 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 - 50 INCH MAX-ALLO ABLE_DUCT rzNCzH -N0 MI Of an - FAN FLOW RATE (GfIT) Afloor - CONDITIONED FLOOR AREA Nbr_-SLUMBER OF__BEDROOM5IMIN 1) Of an - (0.01 X Afloor) + 0.5 x (Nbr + 1)) Qfan-(10.0) + 0.5 X(1+1)) Of an - 10.0 + 15.0 Of an - 25.0 (ROUNDED TO 25 GEM) DS. DO'AMMUf OF 904CIA14D 3ZCUFW, ELEVATION CERTIFICATE CIbN x�ta )oDx E£pERALEA€HGfNGY M0.`Y+f+BM%M AdiACY Hcika4 xai I.NCTle IMPART,TNI; Fcev. rire irltrYct>em, oe pies l-fi. .EkPiraSo,tlT e.3uH'PS rfDL� SECTION A_ PROPEH.TY INFORMATIONPIR iwIllmidatG(etwl"y usa feledS=a Corer<NI URp cim, Aa. De#rb*1g Uaa (e.£ , eR'4CM :I:fvYSmRC'Mw.... NSSn.Cn Pnkn 9JY e6G.$ iSdH!IIS,OB6CRUupNU� A5. Lxistln a yt� ; E.b ... ;.,...... _... _ .Etna -.. Eaza� Da m' CJNnx+1s T Atnn xsaa BEDROOM: As, p,UfUEng Dagram.iYEN erg„,_.,,,_ ei TOP 0 Nemitient (GSMIgi;ljf y(i e tmee,(v'K of",kea'eiIS ....... :..e....... Ail. W tej.FOfRW'3blg YaMyf &h AOethea jfpgpRF: 18J 5t4o.KE/G.ARR NMONOXIDE ALARMS' PROVIDE A HARDWIRED WITH at &OiiaeitgpSdttatimfl garage NIA _ aq f: W 1Irliat it 1* . I, eetltiee. le tx `el, tMRnDtr at•ryiPtfiAhEYR 4M'+d NsKfiri,¢i ir.2E>p BrtW.YWC g81N'�,'.. nn�weme,ttK o, 91leetzxta .see i10el ar BATTERY BACKUP SMOKE 4 CARBON MONOXIDE ALARM IN51DE BEDROOMS 4 !36 ,a Ar .N 1r� P,%.! Stl Er +�Aru+£a r.!'arN n4E 4a £5tw r es TA', I n0 gwa nm eD5 g wd)k ..t a 03 Cn(Erzgethd"v911 APAn[egeA ❑Yw2 " twi 4} EfigtneAtfianwtinixnlr i7 ('j vga. �No ADJACENT HALLWAY. 5r -ALE: 1/4'- 1'-0• A) SMOKE 4 CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS. it B.) FOR BEST RESULTS, USE DUAL IONIZATION 4 PHOTOELECTRIC SENSOR SMOKE ALARMS. SHALL BE INSTALLED PER THE 201 3�.€C,. 1 9.) OSETSLI6HTS: PER 2013 G.E.G_ ELECTRICAL BATHROOMS: ALL A REAS: E OUTLE :5HALL BE SUPPLIED BY AT LFAST ONE 0. A TS 2 ) B_I _ R R LlIbHLNb MEASURES 1. REFER THE OR_Y__L•1E ASURES FOR RE5IDENLA C IRCOl A HAVE NO OTHER OUTLETS H RGUIT. SUCH GIRGVITS SHALL E RE BRANCH 20 -AMPERE BRANG GI ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE LUMINARY D E ENERGY PER 2015 GEC, ART. 210.1 ' (W (3) FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE MANDATORY 21.) 5ATHR0QM116H75: PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM ENERGY LIGHTING REQUIREMENTS THROUGHOUT. OR PROVIDE A'MANUAL ON - AUTO OFF OGCUPANGY LIGHT SNITCH. 2.) BRANCH CIRCUITS: PROVIDE ARO -FAULT GIRGUIT-INTERRUPTER PROTECTION 22J L161-IT-FLXTURE5 IN. TU5QRSHOWERENCL05URE5: TO BE LABELED CIRCUITS SUPPLYING TO ALL 120 -VOLT. SINGLE PHASE, 1 5 AND 20 -AMP BRANCH G G ART. 4 1 O. SOA 4 (D). 'SUITABLE FOR DAMP LOCATION" PER 201 3 GE ( ) OUTLETS. 2015 GEC, ART. 1 2 (B). 3 BATHROOM MECHANICAL EXHAUST FANS: 2 J ALL 5 -VOLT SINGLE PHASE 1 5 AND 20 -AMP 9. REGEPTAGLES_ BELOW ALL 1 2 J NT AND BE DUCTED TO ENERGY STAR COMPLIANT ) FANS SHALL BE E REGEPTAGLES SHALL BE LISTED TAMPER-RESISTANT REGEPTAGLES. SEE 2015 TERMINATE OUTSIDE THE BUILDING. T GEC, ART. 406.12. B.) UNLESS FUNCTIONING AS A COMPONENT OF A W HOLE HOUSE 4.) REGEPTAGLE LOCATION5_ SHALL BE INSTALLED 50 THAT NO POINT VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMID15TAT MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY W ALL SPACE IS MORE WHICH SHALL BE READILY ACCESSIBLE. THAN 6 -FEET FROM A REGEPTAGLE. ANY WOR MORE IN ALL SPACE 2 FEET G.) HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. R GEPTAGLE.2013 GEC, ART. 210.52 A). OPENINGS SHALL HAVE A E R OM NOTE: FOR THE PURPOSES OF THIS NOTE A BATHROOM IS A @AIH__O D R5: ALL SHALL SECURELY RTED. A FIXTURE THAT 5J LAMP__HOL E ROOM WHICH CONTAINS A BATHTUB SHOWE R OR TUB/SHOWER 16 INC ANYPER2DIMENSION SHALL WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16 INCHES O COMBINATION. O NOT SUPPORTED THE SCREW SHELL OFA LAMP HOLDER PER 201 3 GEC, 24J WHOLE9UILDIN6_LENTILALON:_ ONE OF THE BATHROOM EXHAUST FANS, AS SECTION 9 14.23. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT IO L THE QUALIFYING WHOLE -BUILDING, VENTILATION FAN, SHALL COMPLY WITH THE FOR CEILING (PADDLE) FANS PER 2015 GEC SECTION 314.21 (A) 4 (D). Il.l V O 6.) INHOLE11OV5E FANS: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) FOLLOWING: WHICH GL05E WHEN THE FAN 15 OFF. A) A MINIMUM G F M RATING OF 15 CFM. BJ BE RATED A M,.XIMUM OF 1.0 SONE. T) CEILING FANSYILLIGHh FLOUR5GENT W/ 5WITGH OR INCANDESCENT W/ C.) THE CONTROL 5WITGH MUST BE LABELED AS THE WHOLE -BUILDING DIMMER 51,NITGH 8J THEIZM05TATS: SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. VENTILATION 4 FAN SHOULD OPERATE WHENEVER THE HOME 15 Or OUPIED. 25J IOILETROOMS� INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED 9.) EXHAUSTPAN5: PROVIDE BAGKDRAFT DAMPERS AT ALL EXHAUST FANS. 10.) PROVIDE STUB FOR LANDSCAPE LIGHTING 4IRRIGATION TIMER. (CONFIRM) LIGHTING FIXTURES IN ROOMS WITH WATER CLOSETS. 1 1 J MAINELEGTRIOALSERVICE-PROVIDE 200 AMP. VERIFY LOCATION OF MAIN GARA(SE: 4 SUB PANEL. 26.) GARArGR GPE TAGLE5 ARE REQUIRED TO BE (SFI PROTECTED. KITCHEN, PANTRY 6 DINING AREAS: 21J 6ARAGETIREWALL: PROVIDE A 24" SEPARATION BETWEEN RECEPTACLE 4 12.) KITCHEN LIGHTING: TOTAL WATTA6E OF PERMANENTLY INSTALLED LIGHTS 5WITGH BOXES IN THE FIREWALL. (BOXES IN SEPARATE STUD BAYS ARE ARE TO BE HIGH EFFIGAGY A5 DEFINED IN TABLE 1 50-C. 15J 15LAND9RPENINSULA: PROVIDE A 6FGI COUNTERTOP REGEPTAGLE AT THE ACCEPTABLE.) 28.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSI'r E SIDES OF THE END OF THE COUNTER. 2015 GEC ART. 210.52 (C)(2013) AND ART. 2 10.8. OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE WILL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24". 14J SMALL APPLIANCE_CJRGAMTD: PROVIDE TWO OR MORE 20 -AMPERE SMALL EXTERIOR: APPLIANCE BRANGH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND 29J EXTERIOERECEPTACLE51 ALL OUTDOOR REGEPTAGLES SHALL BE WP/GFCI FLOOR REGEPTAGLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PROTECTED. 2015 CEO ART. 210143). PER 2013 CEG ART. 210.52 (B). 30.) OUTDOOR116HLN6: TO BE HIGH EFFICACY. LOW EFFICACY LIGHTING 15 5. NTERTOPJ4EGEPUGLES IN THE KITCHEN AND DINING ROOMS SHALL BE 1) OOU ALLOWED BUT ONLY IF FIXTURES ARE CONTROLLED BY A MOTION DETECTOR 4 INSTALLED EACH WALL COUNTER SPACE THAT IS 1 7 OR WIDER. E R B. ASTRONOMICAL TIME LOWING: A. PHOTO CONTROL O ) ONE THE FOL ) LINE 15 MORE OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE IS MORE A GLOGK; OR G.) ENERGY MANAGEMENT CONTROL SYSTEM (FMCS) K: THAN 24' MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET SPACE. 2015 51) GHR15TM^SLl&HTS REGEPTACLE5:. PROVIDE OUTLET NEAR TOP PLATE, CEC ART. 210.52 (C) (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP., 120 VOLT SWITCHED 0 FRONT DOOR - WP/6FGI PROTECTED. RECEPTACLES WILL BE GFI PROTECTED. 32) HVAC GOND. UNIT, PROVIDE 220V ELECT. DISCONNECT W/30"x30"CLEAR LAUNDRY 4 UTILITY ROOMS: WORKSFAGE 4 1 1 Ov WP GFGI PROTECTED SERVICE RECEPTACLE WITHIN 25'. SEE 16J LAUNDRY 4 UTILITY ROOM REGEPTAGLEOUTLETS. SHALL BE SUPPLIED BY AT ENVIRONMENTAL QUALITY NOTE 19. LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER ATTIC: OUTLETS PER 2015 GEC ART. 210.1 1 (C) (2). 55.) PROVIDE LIGHTS, SWITCHES AND RECEPTACLE FOR MAINTENANCE OF 11J DRYER OUTLET PROVIDE 4-1,4IRE REGEPTAGLE FOR DRYER PER 2013 GEC. MECHANICAL EQUIPMENT LOCATED IN ATTIC. {x -PARCEL i QUAiL RUN RD, SAY LOCA710N MAP N.T.S. LOCAL VENTILATION RATE SUMMARY - BATHROOMS BATHROOM FAN FLOW - 50 CFM EACH NUMBER OF BATHROOMS - 1 DUCT 51ZE - 4 INCH MAX. ALLOWABLE DUCT LENGTH -'10 FT. LOCAL VENTILATION RATE SUMMARY - KITCHEN KITCHEN FAN FLOW - 180 CFM 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 - 50 INCH MAX-ALLO ABLE_DUCT rzNCzH -N0 MI Of an - FAN FLOW RATE (GfIT) Afloor - CONDITIONED FLOOR AREA Nbr_-SLUMBER OF__BEDROOM5IMIN 1) Of an - (0.01 X Afloor) + 0.5 x (Nbr + 1)) Qfan-(10.0) + 0.5 X(1+1)) Of an - 10.0 + 15.0 Of an - 25.0 (ROUNDED TO 25 GEM) DS. DO'AMMUf OF 904CIA14D 3ZCUFW, ELEVATION CERTIFICATE CIbN x�ta )oDx E£pERALEA€HGfNGY M0.`Y+f+BM%M AdiACY Hcika4 xai I.NCTle IMPART,TNI; Fcev. rire irltrYct>em, oe pies l-fi. .EkPiraSo,tlT e.3uH'PS rfDL� SECTION A_ PROPEH.TY INFORMATIONPIR iwIllmidatG(etwl"y usa feledS=a Corer<NI URp cim, Aa. De#rb*1g Uaa (e.£ , eR'4CM :I:fvYSmRC'Mw.... 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D:eA'Trw Br: 5-50)891-0565 1 � ..VLMMDRE Y},}LCV 8049 G41a0, GASAFOAPoA 95915 LYNNOMM4520ATT.NEr ENERGY GALLS BY: GOLDEN SUN SII DESIGNS ,+� MAX RAMIREZ O ry cl ly 1 In vl W Or IIF L M 0 o1 W7- W O -1 1L1 0 Q W < W i - M z W Il.l V O z � N mw XW J d Q Q Q X Uv<O 0.QW.I- VU-U WW0.o LIVEABLE: 1000 SgFt TOTAL GARAGE: O SgFt GOV_1=Rf-Q PATIO t DATE: 4/ 1 -i/201 5 SCALE: SHOWN to tf �340(�i�'l SHEET d O COPYRIGHT 014 I LYNN SMITH - DRAFTING 1 99 SYCAMORE VALLEY ROAD, CHICO, OA 95973 (530) 814 (MAI) 5 0585 CELL EMAIL APDRE55: LynnSmlth326ATTnet I 'FILE COPY Owner APN (5 ('i -OFO - ©b Z BNZL!5-��7 --