BEST MANAGEMENT PRACTICES
SITE GENERAL NOTES
STORM WATER POLLUTION CONTROL REQUIREMENTS FOR CONSTRUCTION ACTIVITIES AND MINIMUM WATER QUALITY PROTECTION REQUIREMENTS FOR ALL DEVELOPMENT CONSTRUCTION PROJECT/CERTIFICATES: ● ERODED SEDIMENTS AND OTERH POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEETFLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSE OR WIND. ● STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM SITE BY THE FORCES OF WIND OR WATER ● FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATER. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM ● NON-STORM WATER RUNOFF FROM EQUIPMENT AND VEHICLE WASHING AND ANY OTHER ACTIVITY SHALL BE CONTAINED AT THE PROJECT SITE ● EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS A SOLID WASTE ● TRASH AND CONSTRUCTION RELATED SOLID WASTED MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND ● SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. ● ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND OR WATER.
A.) B.) C.) D.) E.) F.) G.)
I.)
DEEPWATER - ADU GARAGE CONVERSION
H.)
REFER TO SURVEY FOR EXISTING SITE CONDITIONS REFER TO CIVIL FOR GRADING AND DRAINAGE REFER TO CIVIL FOR CONNECTION OF ALL DOWNSPOUTS REFER TO CIVIL FOR UTILITY CONNECTIONS REFER TO SOILS REPORT OF SUB-GRADE PREPARATION LANDSCAPING AND IRRIGATION UNDER SEPARATE COVER 100% OF HARDSCAPE PAVING TO BE NATURAL GREY (UNCOLORED) CONCRETE WITH SMOOTH FINISH FOR REDUCTION OF HEAT ISLAND EFFECT FOR PROJECTS THAT INCLUDE LANDSCAPE WORK THE LANDSCAPE CERTIFICATION, FORM GRN 12, SHALL BE COMPLETED PRIOR TO FINAL INSPECTION SITE SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS WITH A MINIMUM FALL OF 6 INCHES WITHIN THE FIRST 10 FT.
106'-0" 01
1'-2 1/2"
5'-0"
21’-10”
AREA OF WORK 469.42 SQ. FT
21’-6”
9'-11"
6'-4 1/4"
01
5’-2 3/4”
50’ - 0”
POOL
EXISTING SINGLE FAMILY RESIDENCE 1326.69 SQ. FT.
Document Date: June 29, 2021
15'-0"
Document Phase:
29'-11 7/8"
Construction Documents SINGLE FAMILY RESIDENCE (EXISTING) 3 BEDROOM 2 BATHROOM
r
ADU - GARAGE CONVERSION (PROPOSAL) 1 STORY 1 BEDROOM 1 BATHROOM
20'-0"
01
date
remark
05/25/21
Plan Check 1
06/29/21
Plan Check 2
APN: 7422023027
CITY OF WILMINGTON COUNTY OF LOS ANGELES, STATE OF CALIFORNIA
Site Plan
N 1 Site Plan A1.1 1/4” = 1’-0” c ACDL
The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by Aaron Castaneda. Ownership of the design, plans and specifications is solely with Aaron Castaneda.
N
A1.1
FLOOR PLAN GENERAL NOTES
C. D.
E. F. G. H.
I. J.
K.
ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD U.O.N. ALL DOORS SHALL BE FRAMED WIT 4” JAMBS TYP. U.O.N. ALL WINDOWS SHALL BE
USABLE SPACE ABOVE AND BELOW THE CONCEALED SPACE. DRAFT STOPS SHALL BE INSTALLED SO AS TO LIMIT AREAS OF
FRAMED WITH 3” JAMBS TYP. U.O.N. CEILING HEIGHTS ARE MEASURED FROM TOP OF SUB. FLOOR, TYP. U.O.N. INSTALL WATER RESISTANT GYPSUM BOARD (FULL HEIGHT) AROUND ALL SHOWER ENCLOSURES AND BEHIND ALL PLUMBING FIXTURES, EXCEPT BEHIND TILE, INSTALL DUROC, WONDERBOARD, OR EQUAL. ALL WALLS WITH SHEAR PLYWOOD SHALL HAVE A CONTINUOUS FLUSH FINISH. FURR WALLS OR CONTINUE PLYWD. TO MAINTAIN THE REQUIRED FLUSH FINISH PROVIDE BACKING FOR ALL TOWEL BARS AND TISSUE HOLDERS IN BATHROOOMS, TYP. VERIFY ALL FINISH MATERIALS WITH ARCHITECT PRIOR TO INSTALLATION FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING: 1.) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT CEILINGS AND FLRS. LEVEL AND AT 10’ INTERVALS, BOTH VERTICAL AND HORIZONTAL. EXCEPTION: FIRE BLOCKS MAY BE OMITTED AT FLR. AND CEILING LEVELS WHEN APPROVED SMOKE ACTUATED FIRE DAMPERS ARE INSTALLED AT THESE LEVELS. 2.) AT ALL INTERCONNECTIONS BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF THE STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. 3.) UNCONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF THE STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. ALL BATHROOM FIXTURES SHALL BE EQUIPPED W/ A PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE. DRAFT STOPPING MATERIALS SHALL NOT BE LESS THAN 1/2-INCH GYPSUM BOARD, 3/8 INCH TYPE 2-M PARTICLE - BOARD OR OTHER MATERIALS APPROVED BY THE BUILDING DEPT. DRAFT STOPS SHALL BE INSTALLED IN WOOD FRAMED FLOOR CONSTR. CONTAINING CONCEALED SPACE, WHERE THERE IS
L. M.
N.
DIVIDE CONCEALED AREA INTO EQUAL SPACES, BUT NO MORE THAN 1000 S.F. SPACES EACH. REFER TO REFLECTED CEILING PLAN FOR CEILING TO WALL INTERSECTIONS. “EGRESS” WINDOWS NOTED ON PLANS MUST HAVE A NET CLEAR OPENING OF 5.7 S.F., A SILL HEIGHT OF NOT MORE THAN 44” ABOVE GRADE LEVEL, A CLEAR HEIGHT OF NOT LESS THAN 24” AND CLEAR WIDTH OF NOT LESS THAN 20” SEPARATION BETWEEN THE GARAGE WALL AND/OR FLOOR
O.
P.
OF THE LIVING SPACE, PROVIDE: a) ON THE GARAGE SIDE OF WALL, 1 LAYER OF 5/8” TYPE ‘X’ GYP. BD. ON ALL SUPPORTING WALLS BTWN. GARAGE AND LIVING SPACE, FROM TOP OF COC. TO BTM. OF UPPER FLR/ LOWER CLG. FRAMING. WRAP ALLL BEAMS AND SUPPORT POST. b) DUCT PENETRATING THE SEPARATION CONSTRUCTED OF R. NOT LESS THAN 26 GAUGE GALVANIZED STEEL AND CONTINUOUS WITHOUT OPENINGS OF NON-METALLIC CONNECTIONS PER c) METAL PIPING PENETRATIONS INCLUDING PIPES EXPOSED IN S. THE GARAGE d) GARAGE ROOF TRUSSES OR UPPER FLR. FRAMING ARE SPACED AT 1’-0” O.C. SHALL HAVE 2 LAYERS OF 5/8” TYPE “X” GYP. BD. OR 1 LAYER OF 5/8” TYPE “X” GYP. BD. O/ WOOD T. NAILERS AT 16” O.C. PER CBC. 302.2 & 4 EXCEP. 3
THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER
DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOKUP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. THE FLOW RATES FOR ALL NEW PLUMBING FIXTURES SHALL COMPLY WITH THE MAX. FLOW RATES SPECIFIED IN SECTION 4.303.1V. WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWER-HEAD, THE COMBINED FLOW RATE OF ALL THE SHOWER-HEADS AND/OR OTHER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD, TO BE IN OPERATION AT A TIME ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, OR SHEET METAL UNTIL THE FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMP. OF 68ºF AT A POINT 3 FT. ABOVE THE FLOOR AND 2 FT. FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE ARCH. PAINTS AND COATINGS, ADHESIVES, CAULKS AND SEALANTS SHALL COMPLY THE VOLATILE ORGANIC COMPOUND (VOC) LIMITS LISTED IN TABLES 4.504.1 - 4.504.3
1.
FULLY TILED SHOWER ENCLOSURE. TILE TO EXTEND FULL HEIGHT OF WALL (> 70” ABV. DRAIN). ALL GLAZING AT
2. 3. 4. 5. 6. 7.
8. 9. 10.
11.
ENCLOSURE TO BE TEMPERED WITH PERMANENT LABEL. REFER TO INTERIOR ELEVATIONS FOR TILE SELECTION AND PATTERN. WEATHER STRIP AND METAL THRESHOLD OVER PAN FLASHING AT EXTERIOR DOORS 24” DEEP LOWER CABINETS 25” DEEP COUNTER WITH BACKSPLASH AT REAR AND SIDES 12” DEEP UPPER CABINETS 12” SHELF AND ROD AT 6’-0” ABOVE FINISH FLOOR TOILET, 1.28 GALLON FLUSH
ATTIC ACCESS OPENING MINIMUM OF 20” x 30” 01 ELECTRIC STOVE TOP COMBINATION CARBON MONOXIDE AND SMOKE DETECTOR (CONNECT TO ELECTRICAL SYSTEM W/ BATTERY BACKUP, AND CONNECTED TOGETHER FOR SIMULTANEOUS OPERATION) FOUNDATION VERIFY IN FIELD AT GARAGE DOOR OPENING
DEEPWATER - ADU GARAGE CONVERSION
A. B.
FLOOR PLAN KEYNOTES
#
2” FOUNDATION LIP
TWO CAR GARAGE
20'-3 15/16"
20'-8 7/16"
M
N.I.C. 11
Document Date: June 29, 2021
Document Phase:
WINDOW SCHEDULE NO.
01
OPERATION
SIZE WIDTH
HEIGHT MATERIAL
MFR
Construction Documents EGRESS
REMARKS
W-101
DOUBLE HUNG
24”
48”
VINYL
MILGARD
NO
DOUBLE PANE
W-102
DOUBLE HUNG
36”
48”
VINYL
MILGARD
YES
DOUBLE PANE
W-103
DOUBLE HUNG
48"
48”
VINYL
MILGARD
YES
DOUBLE PANE
rev. date 01
remark
05/25/21
Plan Check 1
06/29/21
Plan Check 2
DOOR SCHEDULE
N 1 A2.1
c ACDL
The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by Aaron Castaneda. Ownership of the design, plans and specifications is solely with Aaron Castaneda.
Existing Floor Plan 1/8” = 1’-0”
NO.
OPERATION
D-101
SIZE
MFR
REMARKS
WIDTH
HEIGHT
MATERIAL
SWING
36”
6’-8”
WOOD
SOLID WOOD
D-102
SWING
36”
6’-8”
WOOD
SOLID WOOD
D-103
BI-FOLD
60”
6’-8”
WOOD
HALLOW CORE
D-104
BI-FOLD
34”
6’-8”
WOOD
HALLOW CORE
01
Existing Floor Plan
A2.1
FLOOR PLAN GENERAL NOTES
C. D.
E. F. G. H.
I. J.
K.
ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD U.O.N. ALL DOORS SHALL BE FRAMED WIT 4” JAMBS TYP. U.O.N. ALL WINDOWS SHALL BE
USABLE SPACE ABOVE AND BELOW THE CONCEALED SPACE. DRAFT STOPS SHALL BE INSTALLED SO AS TO LIMIT AREAS OF
FRAMED WITH 3” JAMBS TYP. U.O.N. CEILING HEIGHTS ARE MEASURED FROM TOP OF SUB. FLOOR, TYP. U.O.N. INSTALL WATER RESISTANT GYPSUM BOARD (FULL HEIGHT) AROUND ALL SHOWER ENCLOSURES AND BEHIND ALL PLUMBING FIXTURES, EXCEPT BEHIND TILE, INSTALL DUROC, WONDERBOARD, OR EQUAL. ALL WALLS WITH SHEAR PLYWOOD SHALL HAVE A CONTINUOUS FLUSH FINISH. FURR WALLS OR CONTINUE PLYWD. TO MAINTAIN THE REQUIRED FLUSH FINISH PROVIDE BACKING FOR ALL TOWEL BARS AND TISSUE HOLDERS IN BATHROOOMS, TYP. VERIFY ALL FINISH MATERIALS WITH ARCHITECT PRIOR TO INSTALLATION FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING: 1.) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT CEILINGS AND FLRS. LEVEL AND AT 10’ INTERVALS, BOTH VERTICAL AND HORIZONTAL. EXCEPTION: FIRE BLOCKS MAY BE OMITTED AT FLR. AND CEILING LEVELS WHEN APPROVED SMOKE ACTUATED FIRE DAMPERS ARE INSTALLED AT THESE LEVELS. 2.) AT ALL INTERCONNECTIONS BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF THE STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. 3.) UNCONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF THE STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. ALL BATHROOM FIXTURES SHALL BE EQUIPPED W/ A PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE. DRAFT STOPPING MATERIALS SHALL NOT BE LESS THAN 1/2-INCH GYPSUM BOARD, 3/8 INCH TYPE 2-M PARTICLE - BOARD OR OTHER MATERIALS APPROVED BY THE BUILDING DEPT. DRAFT STOPS SHALL BE INSTALLED IN WOOD FRAMED FLOOR CONSTR. CONTAINING CONCEALED SPACE, WHERE THERE IS
L. M.
N.
DIVIDE CONCEALED AREA INTO EQUAL SPACES, BUT NO MORE THAN 1000 S.F. SPACES EACH. REFER TO REFLECTED CEILING PLAN FOR CEILING TO WALL INTERSECTIONS. “EGRESS” WINDOWS NOTED ON PLANS MUST HAVE A NET CLEAR OPENING OF 5.7 S.F., A SILL HEIGHT OF NOT MORE THAN 44” ABOVE GRADE LEVEL, A CLEAR HEIGHT OF NOT LESS THAN 24” AND CLEAR WIDTH OF NOT LESS THAN 20” SEPARATION BETWEEN THE GARAGE WALL AND/OR FLOOR
O.
P.
OF THE LIVING SPACE, PROVIDE: a) ON THE GARAGE SIDE OF WALL, 1 LAYER OF 5/8” TYPE ‘X’ GYP. BD. ON ALL SUPPORTING WALLS BTWN. GARAGE AND LIVING SPACE, FROM TOP OF COC. TO BTM. OF UPPER FLR/ LOWER CLG. FRAMING. WRAP ALLL BEAMS AND SUPPORT POST. b) DUCT PENETRATING THE SEPARATION CONSTRUCTED OF Q. NOT LESS THAN 26 GAUGE GALVANIZED STEEL AND CONTINUOUS WITHOUT OPENINGS OF NON-METALLIC CONNECTIONS PER c) METAL PIPING PENETRATIONS INCLUDING PIPES EXPOSED IN R. THE GARAGE d) GARAGE ROOF TRUSSES OR UPPER FLR. FRAMING ARE SPACED AT 1’-0” O.C. SHALL HAVE 2 LAYERS OF 5/8” TYPE “X” GYP. BD. OR 1 LAYER OF 5/8” TYPE “X” GYP. BD. O/ WOOD S. NAILERS AT 16” O.C. PER CBC. 302.2 & 4 EXCEP. 3
THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER
DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOKUP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. THE FLOW RATES FOR ALL NEW PLUMBING FIXTURES SHALL COMPLY WITH THE MAX. FLOW RATES SPECIFIED IN SECTION 4.303.1V. WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWER-HEAD, THE COMBINED FLOW RATE OF ALL THE SHOWER-HEADS AND/OR OTHER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD, TO BE IN OPERATION AT A TIME ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, OR SHEET METAL UNTIL THE FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMP. OF 68ºF AT A POINT 3 FT. ABOVE THE FLOOR AND 2 FT. FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE ARCH. PAINTS AND COATINGS, ADHESIVES, CAULKS AND SEALANTS SHALL COMPLY THE VOLATILE ORGANIC COMPOUND (VOC) LIMITS LISTED IN TABLES 4.504.1 - 4.504.3
1.
FULLY TILED SHOWER ENCLOSURE. TILE TO EXTEND FULL HEIGHT OF WALL (> 70” ABV. DRAIN). ALL GLAZING AT
2. 3. 4. 5. 6. 7.
8. 9. 10.
11.
ENCLOSURE TO BE TEMPERED WITH PERMANENT LABEL. REFER TO INTERIOR ELEVATIONS FOR TILE SELECTION AND PATTERN. WEATHER STRIP AND METAL THRESHOLD OVER PAN FLASHING AT EXTERIOR DOORS 24” DEEP LOWER CABINETS 25” DEEP COUNTER WITH BACKSPLASH AT REAR AND SIDES 12” DEEP UPPER CABINETS 12” SHELF AND ROD AT 6’-0” ABOVE FINISH FLOOR TOILET, 1.28 GALLON FLUSH
ATTIC ACCESS OPENING MINIMUM OF 20” x 30” 01 ELECTRIC STOVE TOP COMBINATION CARBON MONOXIDE AND SMOKE DETECTOR (CONNECT TO ELECTRICAL SYSTEM W/ BATTERY BACKUP, AND CONNECTED TOGETHER FOR SIMULTANEOUS OPERATION) FOUNDATION VERIFY IN FIELD AT GARAGE DOOR OPENING
DEEPWATER - ADU GARAGE CONVERSION
A. B.
FLOOR PLAN KEYNOTES
#
1 A3.9
4'-5 5/8"
21'-10"
3 4 5
6'-4 1/4"
1
7 9
BATHROOM 15" 5'-2 7/16"
LAUNDRY CLOSET D-104
D-102
1"
10
D-102
11'-3 1/2"
BEDROOM
1 A3.8
LIVING ROOM
N.I.C.
2 W-101
W-102
9'-0"
1 A3.8
5'-2 3/4"
9'-7/16"
12'-3"
D-103
21'-6"
10
9'-11"
3'-4"
8
W-103
6
KITCHEN/ DINING
D-101
7'-8 1/2"
2'-10"
Document Date: June 29, 2021
Document Phase:
WINDOW SCHEDULE NO.
01
OPERATION
SIZE WIDTH
HEIGHT MATERIAL
MFR
Construction Documents EGRESS
REMARKS
W-101
DOUBLE HUNG
24”
48”
VINYL
MILGARD
NO
DOUBLE PANE
W-102
DOUBLE HUNG
36”
48”
VINYL
MILGARD
YES
DOUBLE PANE
W-103
DOUBLE HUNG
48"
48”
VINYL
MILGARD
YES
DOUBLE PANE
rev. date 01
remark
05/25/21
Plan Check 1
06/29/21
Plan Check 2
DOOR SCHEDULE
1 A3.9
N 1 A2.2
c ACDL
The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by Aaron Castaneda. Ownership of the design, plans and specifications is solely with Aaron Castaneda.
Proposed Floor Plan 1/8” = 1’-0”
NO.
OPERATION
D-101
SIZE
MFR
REMARKS
WIDTH
HEIGHT
MATERIAL
SWING
36”
6’-8”
WOOD
SOLID WOOD
D-102
SWING
36”
6’-8”
WOOD
SOLID WOOD
D-103
BI-FOLD
60”
6’-8”
WOOD
HALLOW CORE
D-104
BI-FOLD
34”
6’-8”
WOOD
HALLOW CORE
Proposed Floor Plan
A2.2
DP. W.P. F PC P/M
J
F.E. H B
GAS C H
UTILITY PLAN NOTES C
SUB-PANEL (RECESSED IN WALL U.O.N.) SUB-PANEL (RECESSED IN WALL U.O.N.) DAMP PROOF WEATHERPROOF BOX & COVER FLUORESCENT FIXTURE PULL CHAIN PHOTO CELL / MOTION SENSOR CEILING EXHAUST FAN (50 C.F.M. MIN.) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING. FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL. JUNCTION BOX FUSED DISCONNECTION SWITCH FUSED DISCONNECTION SWITCH HOSE BIBB GAS OUTLET SHOWER HEAD +72” W/TWIST PULL SHOWER VALVE W/ HOT & COLD WATER STUB DUPLEX OUTLET (+12” U.O.N.) DUPLEX OUTLET-HALF SWITCHED (+12”) DUPLEX OUTLET AT COUNTERS SEE UTILITY NOTES 220 VOLT OUTLET (+36”) 4-PLEX OUTLET (+12”) GROUND FAULT INTERRUPTER CIRCUIT (MOUNTED @ +44” @ KITCHEN & BATHROOM COUNTER, U.O.N.)
H
M
S
S SD S3 S3D SMO
EVSE
COLD WATER STUB HOT WATER STUB MOTOR FLUORESCENT LIGHT FIXTURE (2 TUBE) COMBINATION CARBON MONOXIDE AND SMOKE DETECTOR (CONNECT TO ELECTRICAL SYSTEM W/ BATTERY BACKUP, AND CONNECTED TOGETHER FOR SIMULTANEOUS OPERATION) TELEPHONE OUTLET (+12” U.O.N.) 2 WAY SWITCH (+48” TYPICAL) 2 WAY SWITCH W/ DIMMER (+48” TYPICAL) 3 WAY SWITCH (+48” TYPICAL) 3 WAY SWITCH W/ DIMMER (+48” TYPICAL) MANUAL-ON MOTION SENSOR SWITCH (+48” TYPICAL) PUSH BUTTON (MOUNT @ +48”) W/ ANODIZED PLATE WALL MOUNTED LIGHT FIXTURE (84” U.O.N.) SURFACE MOUNTED LIGHT FIXTURE PENDANT LIGHT FIXTURE RECESSED LIGHT FIXTURE FOR FUTURE INSTALLATION OF ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). PROVIDE MIN. 1” (INSIDE DIAMETER) LISTED RACEWAY TO ACCOMMODATE 208/240 VOLT BRANCH CIRCUIT. THE RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR A SUBPANEL AND TERMINATE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE CHARGING SYSTEM INTO A LISTED CABINET, BOX OR ENCLOSURE.
1. 2. 3. 4. 5. 6. 7. 8. 9. 10.
11.
12.
THIS PLAN IS FOR GENERAL LAYOUT PURPOSES ONLY. REFER TO FLOOR PLAN FOR BUILDING LAYOUT AND DIMENSIONS. ALL FIXTURES TO BE HIGH EFFICIENCY L.E.D. OR FLUORESCENT UNLESS OTHERWISE NOTED ALL NEW ELECTRICAL OUTLETS TO BE TAMPER RESISTANT ALL NEW ELECTRICAL CIRCUITS TO BE EQUIPPED WITH AFCI PROTECTION ALL ELECTRICAL OUTLETS ABOVE 36” HIGH COUNTERS TO BE MOUNTED AT +44” UON ALL ELECTRICAL OUTLETS ABOVE 32” HIGH COUNTERS TO BE MOUNTED AT +40” UON ALL ELECTRICAL OUTLETS AT ISLANDS TO BE MOUNTED AT +30” ALL ELECTRICAL AND MECH. OUTLETS BEHIND REFRIGERATORS, OVENS, WASHERS AND DRYERS TO BE MOUNTED AT +36” ALL BEDSIDE SWITCHES TO BE MOUNTED AT +36” IN EVERY HABITANTS ROOM AN ELECTRICAL OUTLET SHALL BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6’ MEASURED HORIZONTALLY FROM ANY OUTLET IN THAT SPACE. INCLUDING ANY WALL SPACE TWO FEET OR MORE IN WIDTH, THE WALL SPACE OCCUPIED BY FIXED PANELS IN EXTERIOR WALLS, AND FIXED ROOM DIVIDERS. IN KITCHEN AND DINING AREAS OF DWELLING UNITS A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH COUNTER SPACE 12” OR WIDER SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24”, MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET IN THAT SPACE. ISLAND AND PENINSULAR COUNTER 12” OR WIDER SHALL HAVE AT LEAST ONE RECEPTACLE FOR EACH 4’-0” OF COUNTER TOP. COUNTER TOP SPACES SEPARATED BY RANGE TOPS, REFRIGERATORS, OR SINKS SHALL BE CONSIDERED AS SEPARATE COUNTER SPACES. RECEPTACLES RENDERED INACCESSIBLE BY APPLIANCES FASTENED IN PLACE OR APPLIANCES OCCUPYING DEDICATED SPACE SHALL NOT BE CONSIDERED AS THESE REQUIRED OUTLETS. PROVIDE TWO SEPARATE 20-AMP CIRCUIT FOR SMALL KITCHEN APPLIANCES PER CEC220-4(B)
13. 14. 15. 16.
17.
18.
19.
20.
21.
22. 23.
24.
25.
GAS METER (E)
C
H
C
H
26.
BATHROOM 15"
27. 28.
C H
LAUNDRY CLOSET SS
S S3 S
KITCHEN/ DINING
29. 30.
S
31.
32.
BEDROOM
N.I.C.
LIVING ROOM S3 S
33.
34.
35.
ELECTRICAL PANEL (E)
PROVIDE 200-AMP ELECTRICAL SERVICE METER PANEL. FORCED AIR UNITS ARE TO INCORPORATE “SUMMER SWITCH” FOR PORCED AIR VENTILATION PROVIDE APPROVED NON-REMOVABLE BACK FLOW PREVENTION DEVICES WATER METER, WATER LINE PIPE AND GAS LINE PIPE SIZING CALCULATIONS ALONG WITH ONE LINE ISOMETRIC DRAWINGS MAY BE REQUIRED TO BE PROVIDED IF THE BUILDING INSPECTOR REQUESTS THESE ITEMS PLUMBING DRAIN WASTE AND VENT AND/OR MECH. DUCTING ALONG WITH ELECTRICAL PANEL WIRING SIZING CALCULATIONS MAY BE REQUIRED TO BE PROVIDED IF THE FIELD INSPECTOR REQUESTS THESE ITEMS ALL LIGHTING FIXTURES AND LIGHTING OUTLETS OVER THE SPA OR WITHIN 5’ OF THE INSIDE WALLS SHALL BE A MINIMUM OF 7’-6” ABOVE THE MAXIMUM WATER LEVEL AND SHALL BE PROTECTED BY A GROUND-FAULT CIRCUIT. C.E.C. 680-41-B-1 THE TERMINATION OF ANY ENVIRONMENTAL AIR DUCT (IE. DRYERS, UTILITY FAN ETC.) SHALL BE A MINIMUM OF 3 FEET FROM ANY OPENING (IE. DOORS, WINDOWS, SKYLIGHTS, ATTIC VENTS ETC.) INTO A BUILDING, PER CMC. SECT. 504.6 ONE 20-AMP DEDICATED CIRCUIT SHALL BE PROVIDED TO SERVE THE REQUIRED BATHROOM OUTLETS, AND SHALL NOT SUPPLY ANY OTHER RECEPTACLES, LIGHTS, FANS ETC., PER CEC. ARTICLE 210-52 ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT SINGLE-PHASE, 15-20 AMPERE RECEPTACLE OUTLETS INSTALLED IN BEDROOMS OF DWELLING UNITS SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER(S) ELECTRICAL OUTLETS ON OPPOSITE SIDE OF FIRE WALLS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF 24” SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE THERMOSTATIC MIXING OR PRESSURE BALANCE TYPE WHERE A SHOWER IS SERVED BY MORE THAN ONE SHOWER HEAD, THE COMBINED FLOW RATE OF ALL SHOWER HEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80PSI. AN ATTIC OR FURRED SPACE IN WHICH A WARM-AIR FURNACE IS INSTALLED SHALL COMPLY W/ THE FOLLOWING PER U.M.C. SECTION 307.3: A) BE ACCESSIBLE BY AN OPENING OR PASSAGEWAY AS LARGE AS THE LARGEST PIECE OF THE FURNACE B) HAVE A MIN. 30” SQ OPENING & PASSAGEWAY TO THE FURNACE & OPENING C) FURNACE TO BE LOCATED A MAX. OF 20’ FROM THE ACCESS PANEL D) HAS CONTINUOUS SOLID FLOORING NOT LESS THAN 24” IN WIDTH FROM THE OPENING TO THE FURNACE E) HAVE A PERMANENT ELECT. OUTLET & LIGHT FIX. AT OR NEAR THE FUNACE CONTROLLED BY A SWITCH LOCATED AT THE PASSAGEWAY OPENING F) IN ADDITION TO THE PRIMARY CONDENSATION DRAIN OR OVERFLOW SHALL BE PROVIDED AND SHALL TERMINATE WHERE IT IS READILY OBSERVABLE. CBC. 1105.12 VERIFY LOCATION AND SIZING OF HEAT REGISTER AND COLD AIR RETURN WITH DESIGN BUILD MECHANICAL SUBCONTRACTOR. PERMANENT VACUM BREAKERS SHALL BE INCLUDED WITH ALL HOSE BIBBS STATE HEALTH AND SAFETY CODE SEC. 17921.9 BANS THE USE OF CHLORINATED POLYVINYL CHLORIDE (CPVC) & CROSSLINKED POLYETHELEYN (PEX) FOR INTERIOR WATER - SUPPLYING PIPING STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREADS OF NOT LESS THAN 1 FOOT-CANDLE ALL OUTLETS AND SWITCHES TO BE WHITE DECORA UNLESS OTHERWISE NOTED THE FLOW RATE FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES SPECIFIED IN SECTION 4.303.1 OF THE CALIFORNIA GREEN BUILDING CODE THE HEATING AND AIR-CONDITIONING SYSTEMS SHALL BE SIZED AND DESIGNED USING ANSI/ACCA MANUAL J-2004, ANSI/ACCA 29-D-2009 OR ASHREA HANDBOOKS AND HAVE THEIR EQUIPMENT SELECTED IN ACCORDANCE WITH ANSI/ACCA 36-S MANUAL S-2004 AND CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES AT A POINT 3 FT ABOVE THE FLOOR AND 2 FT FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENTS SHALL BE COVERED WITH TAPE, PLASTIC, OR SHEET METAL UNTIL THE FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CAPABLE OF 50 CFM EXHAUSTED DIRECTLY TO THE OUTSIDE (R303.3) THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIVISION PRIOR TO INSTALLATION
DEEPWATER - ADU GARAGE CONVERSION
UTILITY SYMBOL LEGEND
Document Date: June 29, 2021
Document Phase: Construction Documents rev. date 01
2 Reflected Ceiling Plan A2.3 1/4" = 1'-0"
c ACDL
The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by Aaron Castaneda. Ownership of the design, plans and specifications is solely with Aaron Castaneda.
FOR REFERENCE ONLY
remark
05/25/21
Plan Check 1
06/29/21
Plan Check 2
Reflected Ceiling Plan
A2.3
DEEPWATER - ADU GARAGE CONVERSION
16'-5 1/2"
13'-3 7/8"
16'-5 1/2"
4 West Elevation A3.1 1/4” = 1'-0"
2 North Elevation A3.1 1/4” = 1'-0"
Document Date: June 29, 2021
1 A3.2
2 A3.2
Document Phase: Construction Documents r
W-102
W-101
D-101
remark
05/25/21
Plan Check 1
06/29/21
Plan Check 2
13'-3 7/8"
16'-5 1/2"
16'-5 1/2"
13'-3 7/8"
01
date
Elevations MATCH FACADE TO EXISTING MATERIAL AND COLOR
3 East Elevation A3.1 1/4” = 1'-0" c ACDL
The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by Aaron Castaneda. Ownership of the design, plans and specifications is solely with Aaron Castaneda.
1 Proposed South Elevation A3.1 1/4” = 1'-0"
A3.1
1 A3.6
2 A4.1
DEEPWATER - ADU GARAGE CONVERSION
3 A4.1
1 A4.1
BEDROOM
LIVING ROOM
2 Section A3.2 1/2” = 1'-0" 2 A3.6
Document Date: June 29, 2021
Document Phase: Construction Documents r
01
R19
LIVING ROOM
R14
01
date
remark
05/25/21
Plan Check 1
06/29/21
Plan Check 2
EXISTING SLAB FLOOR TO REMAIN: PER SECTION R506.2.3 OF LARC APPLY ICC ESR#1413
KITCHEN
Building Sections 1 Section A3.2 1/2” = 1'-0"
c ACDL
The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by Aaron Castaneda. Ownership of the design, plans and specifications is solely with Aaron Castaneda.
A3.2
4”
RECTANGULAR
GSM FLASHING FLANGE
4”
4”
SOLDER ALL SEEMS SLOPE TOP 1/8” PER 12”
CEILING JOISTS
GSM FLASHING COLLAR
4”
3/8”
FLASHING FIN AT WOOD MEMBERS
4”
3”
DRIP / INTERLOCK
ROUND
GSM FLASHING FLANGE
INSULATION
SOLDER ALL SEAMS 4”
GYPSUM BOARD
BLOCKING
12 DETAIL LABEL A4.1 NTS
9 DETAIL LABEL A4.1 NTS
DEEPWATER - ADU GARAGE CONVERSION
4”
GSM FLASHING COLLAR
3 ATTIC INSULATION A4.1 NTS
6 PENETRATION FLASHING A4.1 NTS
LIVING AREA
5/8” TYPE X GYPSUM BOARD (FLOOR TO CEILING)
DOOR PANNEL
DOOR SILL
ADU
SLOPED SILL PAN WITH BACK DAM INSULATION FINISHED FLOOR SURFACE BOTTOM PLATE
CONCRETE FOUNDATION
CONCRETE FOUNDATION
EXISTING DRIVEWAY PAVEWAY
11 DETAIL LABEL A4.1 NTS
8 DETAIL LABEL A4.1 NTS
2 ADU / LIVING AREA A4.1 NTS
5 DOOR THRESHOLD A4.1 NTS
48” SHEER WALL
SLAB ON GRADE
Document Date: June 29, 2021 48” SHEER WALL
01
EXISTING FINISH (EXTERIOR) 1/2” GYPSUM BOARD
Document Phase: Construction Documents r
INSULATION 01
date
remark
05/25/21
Plan Check 1
06/29/21
Plan Check 2
ROUND ANCHOR BOLT @ 48” O.C. MAXIMUM
2X PRESSURE TREATED SILL PLATE CONCRETE FOUNDATION
44" MAX
48” SHEER WALL
(N) 1/2” WOOD STRUCTURAL PANEL WITH 8D COMMON NAILS @ 6” SPACING ALONG PANEL EDGES, AND 12” SPACING @ INTERMEDIATE SUPPORTS AND 3/8” DIST. TO PANEL EDGE
NATURAL GRADE
48” SHEER WALL
10 DETAIL LABEL A4.1 NTS c ACDL
7 WFPP - SHEER WALL A4.1 NTS
The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited, unless authorized by Aaron Castaneda. Ownership of the design, plans and specifications is solely with Aaron Castaneda.
Details
4 EGRESS WINDOW EXT. DETAIL A4.1 NTS
1 TYP. EXTERIOR WALL A4.1 NTS
A4.1