Tadeo Residence

Tadeo Residence

4 4

4

4

4 A0.3

West Perspective

2 A0.3

NTS

South Perspective NTS

Document Date: August 24, 2021

Document Phase: Construction Documents

4

rev. date

remark

1

08/12/20

Plan Check 1

2

02/26/21

Plan Check 2

4

08/24/21

LID Corrections

4

4

4

3 A0.3

East Perspective NTS

1 A0.3

North Perspective NTS

Exterior Perspectives

A0.3 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.

25

/32

"

eP Pri edro va Inf te Str ante ee t

'-3

SITE GENERAL NOTES

STORM WATER POLLUTION CONTROL REQUIREMENTS FOR CONSTRUCTION ACTIVITIES AND MINIMUM WATER QUALITY PROTECTION REQUIREMENTS FOR ALL DEVELOPMENT

A.) B.)

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.

Ca ll

NEW DUPLEX DWELLINGS 2 STORY TYPE VB UNIT 1: 6 BEDROOM 4 BATHROOM UNIT 2: 4 BEDROOM 2 BATHROOM APN: 5185019008

187

BEST MANAGEMENT PRACTICES

C.) D.) E.) F.) G.) H.) I.)

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.

Tadeo Residence

IN THE CITY OF LOS ANGELES, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA 03

E6 th

Str ee t

TREES TO BE REMOVED

LANDSCAPING (NEW)

DEMOLISH - PHASE 1

GRAVEL (NEW)

DEMOLISH - PHASE 2

PERMEABLE PAVING (NEW)

2% MAX SLOPE AWAY FROM STRUCTURE 130 GL. RAIN TANK W/ DOWNSPOUT

03

265 GL. RAIN TANK W/ DOWNSPOUT

N

PRIVATE STREET EASEMENT OBJECT ID: 4187896

DRIVEWAY PAVERS (NEW) 04

04

PERMEABLE PAVING

6’-6 5/8”

188’-0 1/2” 50’-0” 27’-4 1/2”

65’-8”

15’-0”

10’-3”

4’-9” SIDE YARD SETBACK 10% OF SITE WIDTH 45’-0”

10’-5”

August 24, 2021

Private Street

Calle Pedro Infante

18’-6 1/2”

14’-6 3/4”

UNIT 2

UNIT 1

16’-7 1/4”

15’-4 3/8”

1-HOUR RATED WALL

Hardscape (New)

20’-0” FRONT YARD SETBACK

15'-0"

Document Date: Document Phase: Construction Documents rev. date

remark

1

08/12/20

Plan Check 1

2

02/26/21

Plan Check 2

3

06/01/21

LID Corrections

4

08/24/21

LID Corrections

20'-0" 2’-7”

11’-5”

15'-0"

7'-6"

2’-9 1/4”

8’-6”

TWO CAR GARAGE

16’-3 3/4”

15'-0"

TWO CAR GARAGE

35’-8 1/4”

20’-3 3/4” 35’-8 1/8”

48'-1/16"

15'-0"

7'-6"

E 6th Street

18'-0"

8'-6"

Hardscape (Existing)

2’-9 5/8”

19’-1”

43’-9 3/8”

18'-0" 7’-6”

15’-0” REAR YARD SETBACK

4’-9” SIDE YARD SETBACK 10% OF SITE WIDTH

(E) Driveway Approach

DRIVEWAY PAVERS (NEW)

7'-6"

22’-7 1/2”

04

18’-0” PROPOSED (N) DRIVEWAY @ 2% DRAINAGE SLOPE

2 Site Plan Existing A1.1 1” = 30’-0”

PROPERTY LINE

30'-0" PAVED ROAD & SIDE WALK

130 GL. RAIN TANK W/ DOWNSPOUT

265 GL. RAIN TANK W/ DOWNSPOUT

04

04

N 50’ - 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 Site Plan Proposed A1.1 1/8” = 1’-0”

60’ - 0” PVT ST

Site Plan

A1.1

1 A3.7

FLOOR PLAN GENERAL NOTES A. B.

2 A3.1

35'-8 1/4"

C.

16'-3 3/4"

16'-7 1/4"

2'-9 1/4"

3'-10 1/2"

D.

W-101A

4

E. F.

2'-7 7/8"

G.

19

3 A3.6

7 3

3 A3.6

MASTER SUITE

MASTER BATH

1'-6"

1

W-101A

2'-6 7/8"

D-101

3'-0" MIN.

K.

D-105

5'-3/8"

D-104 S

1'-8" 3'-6"

FRAMED WITH 3” JAMBS TYP. U.O.N. OFFSET PERIMETER FRAMING SUCH THAT PLYWOOD WALL SHEATHING IS FLUSH WITH EDGE OF FOUNDATIONS EXTERIOR WALLS AND ALL WALLS OVER 10’0” TALL SHALL BE 2X6 STUDS @ 16” O.C. MINIMUM, WITH FIRE BLOCKING @ 10’-0” INTERVALS. 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 ELEVATION TRANSITIONS AT EXTERIOR DOORS: 1.) PROVIDE 2” FROM SUB FLOOR TO CONC STOOP 2) PROVIDE 5.5” SUB FLOOR TRANSITION AT DECK OVER GREAT ROOM & LIVING ROOM FROM SUBFLOOR TO SUBFLOOR FOR WATERPROOFING, SLOPE AND FLUSH FINISH FLOOR. 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

CLOSET

1'-6"

BEDROOM 2

H. I. J.

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

2 A3.5

S

Q.

1 A3.10

35'-8 1/8"

T.

7 3

BEDROOM 1

U.

D-107

4 1'-6" D-102

8 R @ 7-3/16”

1'-6"

2 A3.8

UP

7 L @ 11”

18

S

V.

SEE 2ND FLR PLN FOR R & L 18

2 A3.8

D-105

0.

P.

S.

2'-5 1/2"

1

D-102

BATHROOM 1

N.

W. X.

1 S

GUESTROOM 1

2 A3.3

10

Y.

@ 7-3/16” @ 10”

8 9

11 2

KITCHEN 8 9

20 14

1'-6"

1 A3.3

1

4'-0"

7 A4.1

Z.

2 A3.4 1 A3.4

UP 3 7

GREAT ROOM

2'-0"

1 9'-1"

FLOOR PLAN KEYNOTES

1.

HANDRAIL MOUNTED BETWEEN 34” AND 38” ABOVE LEADING EDGE OF STAIR TREAD NOSING. GUARDRAIL NOT LESS THAN 42” ABOVE FINISH FLOOR WITH OPENING NOT GREATER THAN 4” IN ANY DIRECTION 3’ x 3’ MINIMUM LANDING, NOT MORE THAN 1 INCH BELOW TOP OF THE THRESHOLD OF EXT. OUT-SWING DOORWAYS. FULLY TILED SHOWER ENCLOSURE. TILE TO EXTEND FULL HEIGHT OF WALL (> 70” ABV. DRAIN). ALL GLAZING AT ENCLOSURE TO BE TEMPERED WITH PERMANENT LABEL. REFER TO INTERIOR ELEVATIONS FOR TILE SELECTION AND PATTERN. 17-1/2” X 12” GARAGE DOOR VENTS (2 MIN.) CONTROL JOINT 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 25” DEEP CABINETS 42” TALL BAR COUNTER TOP 12” (U.O.N.) COUNTER EXTENSION AT BAR COUNTER 2X4 LOW WALL BELOW KITCHEN ISLAND 16” BUILT IN ADJUSTABLE SHELVING 12” SHELF AND ROD AT 6’-0” ABOVE FINISH FLOOR LEVEL DECKING FASTENED TO FLOATING PRESSURE TREATED SLEEPERS OVER WATERPROOFING (AVM 100, BY AVM INDUSTRIES L.A.R.R.25430) OVER SHEATHING SLOPED 1/4”:FT TO DRAIN. ALL FASTENING HARDWARE TO BE STAINLESS STEEL OR TYPE ‘Z’ HOT DIP GALVANIZED. 5/8” TYPE ‘X’ GYPSUM WALL BOARD AT WALLS AND CEILINGS OF STORAGE AND CLOSETS UNDER STAIRS TYPICAL TOILET, 1.28 GALLON FLUSH UNDER FLOOR ACCESS OPENING MINIMUM OF 18” x 24” 1/4”:FT SLOPED ROOF TOP

2.

6

3.

5

1 D-106

DINING ROOM

EQ TWO CAR GARAGE 1

2'-0"

19 BATHROOM 1 1 A3.5

1 A3.5

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

TWO CAR GARAGE

D-102 S

5 3'-2 5/8"

2 A4.1

1'-6"

1'-6"

8'-10 1/4"

LIVING ROOM

5.

6.

7.

EQ

20

4

4.

1

2

1'-8"

1 A3.8

D-106

1 A3.8

D-101

GUEST ROOM

W-101

3 7

18.

1

6

02 19.

20.

21.

4'-4 5/8"

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 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 MAIN ELECT. SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DBL POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECT INSTALLATION THE RESERVED SPACE SHALL BE POSITIONED AT THE OPP (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS “FOR FUTURE SOLAR ELECTRIC.” THE FLOW RATES FOR ALL NEW PLUMBING FIXTURES SHALL COMPLY WITH THE MAX. FLOW RATES SPECIFIED IN SECTION 4.303.1 WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONSPER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD, TO BE IN OPERATION AT A TIME LOCKS SHALL BE INSTALLED ON ALL PUBLICLY ACCESSIBLE EXTERIOR FAUCETS AND HOSE BIBS 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

#

12 13 D-101A

SEPARATION BETWEEN THE GARAGE WALL AND/OR FLOOR 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 NOT LESS THAN 26 GAUGE GALVANIZED STEEL AND CONTINUOUS WITHOUT OPENINGS OF NON-METALLIC CONNECTIONS PER c) METAL PIPING PENETRATIONS INCLUDING PIPES EXPOSED IN THE GARAGE

20'-3 3/4"

2 A3.5

S

3'-6"

M.

R.

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“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”

15'-4 3/8"

D-102

19

L.

2 A3.2

1 A3.9

16

WHEN APPROVED SMOKE ACTUATED FIRE DAMPERS ARE INSTALLED AT THESE LEVELS. 2.) AT ALL INTERCONNECTIONS BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM

14'-6 3/4"

1 A3.7

1 A3.2

1 A3.9

2 A2.1 c ACDL

June 01, 2021

Document Phase: Construction Documents rev. date

remark

1

08/12/20

Plan Check 1

2

02/26/21

Plan Check 2

3

06/01/21

LID Corrections

W-107A

PROJECT NORTH

18'-6 1/2"

1 A3.1

1 A3.6

Document Date:

First Floor Plan

4'-5"

2'-7"

Tadeo Residence

1 A3.6

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.

First Floor Plan - Unit 1 1/4” = 1’-0”

first floor area:

N

1 1,132 sf

A2.1

1 A3.10

A2.1

First Floor Plan - Unit 2 1/4” = 1’-0”

first floor area:

XXXX sf

1 A3.7

FLOOR PLAN GENERAL NOTES A. B.

2 A3.1

C.

35'-8 1/4" 16'-7 1/4"

2'-9 1/4"

16'-3 3/4"

D. E. F.

2 G.

17 PATIO

3 A3.6

D-108

W-101

3 A3.6

K.

7

7'-7 3/8"

FRAMED WITH 3” JAMBS TYP. U.O.N. OFFSET PERIMETER FRAMING SUCH THAT PLYWOOD WALL SHEATHING IS FLUSH WITH EDGE OF FOUNDATIONS EXTERIOR WALLS AND ALL WALLS OVER 10’0” TALL SHALL BE 2X6 STUDS @ 16” O.C. MINIMUM, WITH FIRE BLOCKING @ 10’-0” INTERVALS. 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 ELEVATION TRANSITIONS AT EXTERIOR DOORS: 1.) PROVIDE 2” FROM SUB FLOOR TO CONC STOOP 2) PROVIDE 5.5” SUB FLOOR TRANSITION AT DECK OVER GREAT ROOM & LIVING ROOM FROM SUBFLOOR TO SUBFLOOR FOR WATERPROOFING, SLOPE AND FLUSH FINISH FLOOR. 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

2 A3.5

WHEN APPROVED SMOKE ACTUATED FIRE DAMPERS ARE INSTALLED AT THESE LEVELS. 2.) AT ALL INTERCONNECTIONS BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM

R.

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“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”

L. M.

N.

0.

P. Q.

2 A3.2

1 A3.9

7'-8 1/2"

7'-3/8"

H. I. J.

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

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 NOT LESS THAN 26 GAUGE GALVANIZED STEEL AND CONTINUOUS WITHOUT OPENINGS OF NON-METALLIC CONNECTIONS c) METAL PIPING PENETRATIONS INCLUDING PIPES EXPOSED IN THE GARAGE

S.

1 A3.10

35'-8 1/8"

15'-4 3/8"

T.

20'-3 3/4"

2 A3.5

GREAT ROOM

8 9 10 WET BAR

U. W-105 D-104

V.

8 R @ 7-3/16”

PANTRY 3'-6" DN.

SEE 1ST FLR PLN FOR R & L

16 R 15 L

2'-11 1/8"

1 A3.3

KITCHEN

S

Z.

10

WI CLOSET

BEDROOM 3

S

D-102

HANDRAIL MOUNTED BETWEEN 34” AND 38” ABOVE LEADING EDGE OF STAIR TREAD NOSING. GUARDRAIL NOT LESS THAN 42” ABOVE FINISH FLOOR WITH OPENING NOT GREATER THAN 4” IN ANY DIRECTION 3’ x 3’ MINIMUM LANDING, NOT MORE THAN 1 INCH BELOW TOP OF THE THRESHOLD OF EXT. OUT-SWING DOORWAYS. FULLY TILED SHOWER ENCLOSURE. TILE TO EXTEND FULL HEIGHT OF WALL (> 70” ABV. DRAIN). ALL GLAZING AT ENCLOSURE TO BE TEMPERED WITH PERMANENT LABEL. REFER TO INTERIOR ELEVATIONS FOR TILE SELECTION AND PATTERN. 17-1/2” X 12” GARAGE DOOR VENTS (2 MIN.) CONTROL JOINT 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 25” DEEP CABINETS 42” TALL BAR COUNTER TOP 12” (U.O.N.) COUNTER EXTENSION AT BAR COUNTER 2X4 LOW WALL BELOW KITCHEN ISLAND 16” BUILT IN ADJUSTABLE SHELVING 12” SHELF AND ROD AT 6’-0” ABOVE FINISH FLOOR LEVEL DECKING FASTENED TO FLOATING PRESSURE TREATED SLEEPERS OVER WATERPROOFING (AVM 100, BY AVM INDUSTRIES L.A.R.R.25430) OVER SHEATHING SLOPED 1/4”:FT TO DRAIN. ALL FASTENING HARDWARE TO BE STAINLESS STEEL OR TYPE ‘Z’ HOT DIP GALVANIZED. 5/8” TYPE ‘X’ GYPSUM WALL BOARD AT WALLS AND CEILINGS OF STORAGE AND CLOSETS UNDER STAIRS TYPICAL TOILET, 1.28 GALLON FLUSH UNDER FLOOR ACCESS OPENING MINIMUM OF 18” x 24” 1/4”:FT SLOPED ROOF TOP

3.

4.

16

5.

6.

7.

D-102

4 16

EQ

1.

S

4'-0"

D-102

16

FLOOR PLAN KEYNOTES

1'-6"

S

D-102

BEDROOM 5

EQ

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

BATHROOM 2 LIVING ROOM

1 A3.5

1'-6"

19

1 A3.5

1'-6"

D-105 2

2

S

D-102 D-102

5'-9 3/4"

BEDROOM 4

S

16 6'-4 5/8"

1 A3.8

W-107

1'-6" S

1 A3.8

CLOSET 21

BEDROOM 1

BEDROOM 2

18.

CLOSET

W-101

02 19.

16

20.

21.

4'-1 1/2"

7'-10 3/8"

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 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 MAIN ELECT. SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DBL POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECT INSTALLATION THE RESERVED SPACE SHALL BE POSITIONED AT THE OPP (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS “FOR FUTURE SOLAR ELECTRIC.” THE FLOW RATES FOR ALL NEW PLUMBING FIXTURES SHALL COMPLY WITH THE MAX. FLOW RATES SPECIFIED IN SECTION 4.303.1 WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONSPER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD, TO BE IN OPERATION AT A TIME LOCKS SHALL BE INSTALLED ON ALL PUBLICLY ACCESSIBLE EXTERIOR FAUCETS AND HOSE BIBS 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

# 2.

D-102

W-101

50'-0"

4'-0"

1'-4 5/8"

BEDROOM 3

DINING ROOM

16

D-102 S

4'-10 1/2"

16

2'-3 1/2"

3'-3 1/2"

D-105

3'-0" MIN.

1 A3.4

W-107

BATHROOM 3

D-102

Y.

14

2 A3.4

19

X.

50'-0"

1'-6"

2'-6"

W.

4'-0" MIN. 11 12 13

10

8 9 4

2 A3.8

2'-1"

1

1

STUDY ROOM

2 A3.3

DN

17'-7 1/2"

15

1'-6" 19 BATHROOM 2 D-105

7 L @ 11”

2 A3.8

4'-4 1/4"

4

SEPARATION BETWEEN THE GARAGE WALL AND/OR FLOOR OF THE LIVING SPACE, PROVIDE:

14'-6 3/4" 2'-7"

1 A3.1

1 A3.6

1 A3.7

5'-0"

A2.2 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.

Second Floor Plan - Unit 1 1/4” = 1’-0”

second floor area:

W-107

W-107

30'-8 1/8"

N

35'-8 1/8"

1 A3.9

2 c ACDL

PROJECT NORTH

18'-6 1/2"

1 A3.2

XXXX sf

A2.2

Second Floor Plan - Unit 2 1/4” = 1’-0”

second floor area:

Document Date: June 01, 2021

Document Phase: Construction Documents rev. date

remark

1

08/12/20

Plan Check 1

2

02/26/21

Plan Check 2

3

06/01/21

LID Corrections

Second Floor Plan

A2.2

1 A3.10

1

Tadeo Residence

1 A3.6

XXXX sf

1 A3.6

1 A3.7

ROOF PLAN GENERAL NOTES

#

ROOF PLAN KEYNOTES

7.

A.

1.

2.

“COOL ROOF,” STANDING SEAM ROOFING… LEVEL DECKING FASTENED TO FLOATING PRESSURE TREATED SLEEPERS OVER

8.

B. C. D. E.

2

F.

3 A3.6

3 A3.6

G.

A CERTIFIED WATER PROOFING CONTRACTOR SHALL INSPECT THE WATERPROOFING AND SUBMIT A CERTIFICATION THAT WATER PROOFING COMPLIES WITH APPROVED

PLANS PROVIDE GSM. FLASHING AT ALL REQUIRED AREAS PER INDUSTRY STANDARDS ALL ROOF PENETRATIONS TO BE PROPERLY FITTED WITH FLASHING COLLAR AND DOUBLE HOSE CLAMPS PROVIDE VENTILATION AT ALL ENCLOSED RAFTER SPACES AS INDICATED U.O.N. ENCLOSED ATTICS AND RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF FRAMING MEMBERS SHALLS HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATION OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN AND SNOW. BLOCKING AND BRIDGING SHALL BE ARRANGED SO AS NOT TO INTERFERE WITH THE MOVEMENT OF AIR. RAFTER SPACES WHICH CANNOT BE VENTILATED SHALL BE FILLED WITH RIGID FOAM INSULATION (NO AIR SPACE) AND VAPOR BARRIER AT UNDERSIDE OF FRAMING. PROVIDE A CLASS A, B, OR C FIRE-RETARDANT ROOF COVERING PER SECTION R902.1

WATERPROOFING (AVM 100, BY AVM INDUSTRIES L.A.R.R. 25430) OVER SHEATHING SLOPED 1/4”:FT TO DRAIN. ALL FASTENING HARDWARE TO BE STAINLESS STEEL OR TYPE ’Z’ HOT DIP GALVANIZED. GUTTER, 4” GSM FACIA PROFILE. SEE ELEVATION FOR FINISH 2” x 3” G.S.M. DOWNSPOUT, SEE ELEVATION FOR FINISH 03 SPLASH BLOCK AT DOWNSPOUT SOLAR ZONE/S TOTALING 250 S.F . CLEAR OF OBSTRUCTIONS AND SETBACK TWO TIMES THE HEIGHT OF OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO, VENTS, CHIMNEYS, PARAPETS AND EQUIPMENT. SOLAR ZONE/S SHALL HAVE NO DIMENSION LESS THAN 5FT AND EACH AREA SHALL NOT BE LESS THAN 80 SF FOR ROOFS TOTALING 10,000 SF OR LESS. PROVIDE 3 FOOT WIDE ACCESS PATHWAY (AS MEASURED FROM THE LOAD BEARING WALL TO THE PERIMETER OF THE SOLAR ZONE) AROUND THE PERIMETER EDGES TO THE ROOF.

3.

4.

5.

6.

1 A3.9

MAINTAIN A 3FT WIDE ACCESS PATHWAY AROUND THE

PERIMETER EDGES OF THE SOLAR ZONE LOCATION FOR FUTURE SOLAR INVERTER AND METERING EQUIPMENT

9.

ROUTING PATHWAY FOR ELECTRICAL ROUTING FROM SOLAR EQUIPMENT TO MAIN SERVICE PANEL ROUTING PATHWAY FROM SOLAR ZONE TO WATER HEATER MAIN SERVICE PANEL SHALL HAVE A MINIMUM BUSBAR RATING OF 200 AMPS ALL ROOF RUNOFF TO DRAIN TO BMP

10.

11.

12.

1 A3.10

2

2 A3.5

3’-0”

4 5 12 2 A3.8

7

4 5 12

3'-0"

12’-7 1/4”

2'-0"

2

4.13 : 12

3'-0"

4.13 : 12

4 5 12

Tadeo Residence

2 A3.5

2 A3.8

5’-1 1/2”

3’-0”

4.13 : 12

7

SOLAR PANELS

4.13 : 12

4.13 : 12

34'-2 3/8"

5'-0"

4.13 : 12

31'-3 3/4"

4 5 12

3 8

9

13'-8 1/4"

10

4 5 12

6

Document Date:

6

June 01, 2021

Document Phase:

3’-0”

15’-10 3/8”

Construction Documents

110º

11

270º

4 5 12 270º

1 A3.8

TRUE NORTH

PROJECT NORTH 1 A3.7

Plan Check 1

2

02/26/21

Plan Check 2

3

06/01/21

LID Corrections

Roof Plan

11

2

N 1 A3.9

1 A2.3 c ACDL

08/12/20

10

8

1 A3.6

remark

1

1 A3.8

9

4

rev. date

4.13 : 12

4.13 : 12

4 5 12

TRUE NORTH

4.13 : 12

110º

3'-0"

1 A3.5

2'-0"

1 A3.5

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.

Roof Plan - Unit 1 1/4” = 1’-0”

1 A3.10

2 A2.3

Roof Plan - Unit 2 1/4” = 1’-0”

A2.3

C

SUB-PANEL (RECESSED IN WALL U.O.N.) SUB-PANEL (RECESSED IN WALL U.O.N.) DP. W.P. F PC P/M

C

H

MASTER BATH CEILING @ 8’ - 7”

MASTER SUITE CEILING @ 8’ - 0”

J

F.E.

C

HB

GAS C

C H

SS

HB

H

S3 S3D

S S3

WI CLOSET CEILING @ 8’ - 7” S

S S3 S3D

BEDROOM 2 CEILING @ 8’ - 7”

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

UTILITY PLAN NOTES 1.

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.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

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 FLUORECENT UNLESS OTHERWISE NOTED ALL NEW ELECTRICAL OUTLETS TO BE TAMPER RESISTANT ALL NEW ELECTRICAL CIRCUITS TO BE EQUIPED 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

S

15.

16.

17.

18.

19.

21.

BEDROOM 1 CEILING @ 8’ - 7”

22.

S

S S33 S S3D

23.

HB

CHIMES

OPEN TO ABOVE

C

C

H

BATHROOM 1 CEILING @ 8’ - 7”

24.

TO ABOVE

H

S

C

13.

14.

20.

S

H

12.

S

S

C

SINKS SHALL BE CONSIDERED AS SEPARATE COUNTER SPACES. RECEPTACLES RENDERED INACCESSIBLE BY APPLIANCES FASTENED IN

S S

S3 S3

25.

GUESTROOM 1 CEILING @ 8’ - 7”

S

C

OPEN TO ABOVE

C H

KITCHEN CEILING @ 8’ - 7” TO ABOVE

GAS

S S S3

CHIMES S S3 S3D SD 3

S

GREAT ROOM CEILING @ 8’ - 7”

HB

26.

27.

S S3 S3D

WH

28.

GAS

29.

DINING ROOM CEILING @ 8’ - 7”

TWO CAR GARAGE CEILING @ 10’ - 0”

EVSE

30.

S M

31.

32.

BATHROOM 1 CEILING @ 8’ - 7”

LIVING ROOM CEILING @ 8’ - 7”

H

C

C

H

C

M

S S 33.

S

HB

S

GUEST ROOM CEILING @ 8’ - 7”

SD S

34.

TWO CAR GARAGE CEILING @ 10’ - 0”

35.

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) 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 OPOSITE 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 February 26, 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 Construction 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 rev. date 1 08/12/20 ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE 02/26/21 ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENTS SHALL 2 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

Tadeo Residence

UTILITY SYMBOL LEGEND

Document Date: 2021

Document Phase: Documents remark Plan Check 1 Plan Check 2

EVSE WH

GAS

First Floor Reflected Ceiling Plan 2 First Floor Reflected Ceiling Plan - Unit 1 A2.4 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 First Floor Reflected Ceiling Plan - Unit 2 A2.4 1/4" = 1'-0"

A2.4

C

SUB-PANEL (RECESSED IN WALL U.O.N.) SUB-PANEL (RECESSED IN WALL U.O.N.) DP. W.P. F PC P/M

J

PATIO

F.E.

HB

GAS C

W.P.

H

S S3D

GREAT ROOM VAULTED CEILING

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

UTILITY PLAN NOTES 1.

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.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

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 FLUORECENT UNLESS OTHERWISE NOTED ALL NEW ELECTRICAL OUTLETS TO BE TAMPER RESISTANT ALL NEW ELECTRICAL CIRCUITS TO BE EQUIPED 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

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

WET BAR

C

22.

S3D S3 S 3D

SS C

C

H

CEILING @ 8’ - 7”

TO BELOW TO BELOW

H

C

24.

S S

25.

SSS3S3

GAS

H

BATHROOM 3 CEILING @ 8’ - 7”

C

23.

C

CEILING @ 8’ - 7”

STUDIO

H

CEILING @ 8’ - 7” C

H

C

C

S S

BEDROOM 3 CEILING @ 8’ - 7”

S

S3D

S

26.

H

C

H

BATHROOM 2 CEILING @ 8’ - 7” C

S S

KITCHEN CEILING @ 8’ - 7”

WI CLOSET CEILING @ 8’ - 7”

S

DINING ROOM CEILING @ 8’ - 7”

WI CLOSET CEILING @ 8’ - 7”

27.

BEDROOM 3

CEILING @ 8’ - 7”

28.

S

29.

S

30.

S

SS

S

LIVING ROOM CEILING @ 8’ - 7”

31.

S3SD S

BEDROOM 4 CEILING @ 8’ - 7”

SS

S

CLOSET

H

C

H

S S

RESTROOM 2 CEILING @ 8’ - 7” C

CEILING @ 8’ - 7”

C

S

H

C

S

32.

SS S

34.

CEILING @ 8’ - 7” BEDROOM 1 CEILING @ 8’ - 7”

CLOSET

35.

BEDROOM 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.

Document Date: 2021

Document Phase: Documents remark Plan Check 1 Plan Check 2

CEILING @ 8’ - 7”

CEILING @ 8’ - 7”

2 Second Floor Reflected Ceiling Plan - Unit 1 A2.5 1/4" = 1'-0"

33.

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) 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 OPOSITE 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 February 26, 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 Construction 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 rev. date 1 08/12/20 ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE 02/26/21 ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENTS SHALL 2 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

Tadeo Residence

UTILITY SYMBOL LEGEND

1 Second Floor Reflected Ceiling Plan - Unit 2 A2.5 1/4" = 1'-0"

Second Floor Reflected Ceiling Plan

A2.5

SIDE YARD SETBACK

PROPERTY LINE

1 A3.6

SIDE YARD SETBACK

PROPERTY LINE

1 A3.7

4.13:12

02

ELEVATION KEYNOTES 1.

2.

3.

6 A4.1

2 3/8"

11 7/8"

+20’ - 2” Roof Plate

4.

5.

6.

7.

8.

9.

20’ - 2” Roof Plate

W-101

6'-6 5/8"

03

10.

26'-2 3/4"

4

8'-7 1/4"

D-108

2'-9 1/4"

9'-3 7/8"

EXTERIOR FINISHES TO BE APPLIED OVER MINIMUM TWO LAYERS OF 60 MINUTE BUILDING PAPER OVER FULLY SHEATHED FRAMING

PROVIDE FLASHING AT ALL VERTICAL, HORIZONTAL, OUTSIDE, AND INSIDE CORNERS OR RETURNS OF ALL ROOF AND WALL WATERPROOFING 6” TALL BY 1” EXTRUDED ANODIZED ALUMINUM ADDRESS LETTERS (ARIAL BOLD) RAISED 1” FROM FINISHED SURFACE 42” GUARDRAIL WITH NO OPENINGS GREATER THAN 4” 2” x 4” DOWNSPOUT TIED INTO APPROVED DRAINAGE, GSM FINISH STUCCO WEEP SCREED 17-1/2” X 12” GARAGE DOOR VENTS (2 MIN.) EXTERIOR LIGHT FIXTURE PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS AND DOORS. EXCEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7-DAYS OF THE GRAFFITI BEING APPLIED. ALL DOWNSPOUTS TO DRAIN TO BMP

2

+11’ - 6 3/4” Second Floor

11’ - 6 3/4” Second Floor

1

W-101A

W-101A

9'-6 3/4"

D-101

04

1

04

4'-9" 10% of site width

Tadeo Residence

9

4'-6 7/8"

4

4'-9" 10% of site width

02

+2’ - 0” First Floor

2’ - 0” First Floor

3"

2'-0"

6

0’ - 0” Ground

CRAWL SPACE VENTING DIAGRAM AND CALCULATIONS - NTS

0’ - 0” Ground

5'-9 1/8"

UNIT 2

2 North Elevation - Unit 1 A3.1 3/8“ = 1'-0"

768.23 SF x (1/150) = 5.12 SF VENTING REQUIRED

PROPERTY LINE

1 A3.7

6'-3/4"

SIDE YARD SETBACK

PROPERTY LINE

SIDE YARD SETBACK

1 A3.6

4.13:12

14” x 6” CRAWL SPACE VENT = .583 SF VENTING EACH X 62% NET VENT AREA = .361 SF VENTING PROVIDED PER VENT 15 VENTS PROVIDED x .361 SF EACH = 5.415 SF > 5.12 SF REQUIRED

2 3/8"

11 7/8" +20’ - 2” Roof Plate

20’ - 2” Roof Plate

Document Date:

W-107

8'-7 1/4"

W-101

August 24, 2021

UNIT 1

Document Phase: 26'-2 3/4"

Construction Documents

3

+11’ - 6 3/4” Second Floor

1,562.59 SF x (1/150) = 10.41 SF VENTING REQUIRED 14” x 6” CRAWL SPACE VENT = .583 SF VENTING EACH X 62% NET VENT AREA = .361 SF VENTING PROVIDED PER VENT

11’ - 6 3/4” Second Floor

2916

29 VENTS PROVIDED x .361 SF EACH = 10.469 SF > 10.41 SF REQUIRED

rev. date

remark

1

08/12/20

Plan Check 1

2

02/26/21

Plan Check 2

3

06/01/21

LID Corrections

4

08/24/21

LID Corrections

8 W-101

D-101

04

04

9'-6 3/4"

9

D-106

4'-8"

2’ - 0” First Floor

3"

+2’ - 0” First Floor

2'-0"

4

0’ - 0” Ground

5'-9 1/8"

6'-6 5/8"

1 South Elevation - Unit 1 A3.1 3/8“ = 1'-0" c ACDL

Elevations

4'-9" 10% of site width

4'-9" 10% of site width

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.

0’ - 0” Ground

7

A3.1

6'-6 1/8"

SIDE YARD SETBACK

SIDE YARD SETBACK

PROPERTY LINE

PROPERTY LINE

1 A3.9

1 A3.10

4.13:12

ELEVATION KEYNOTES 1.

2.

3.

4.

5.

6.

7.

8.

9.

1'-0" +20’ - 2” Roof Plate

20’ - 2” Roof Plate

W-105

8'-7 1/4"

W-107

03

PROVIDE FLASHING AT ALL VERTICAL, HORIZONTAL, OUTSIDE, AND INSIDE CORNERS OR RETURNS OF ALL ROOF AND WALL WATERPROOFING 6” TALL BY 1” EXTRUDED ANODIZED ALUMINUM ADDRESS LETTERS (ARIAL BOLD) RAISED 1” FROM FINISHED SURFACE 42” GUARDRAIL WITH NO OPENINGS GREATER THAN 4” 2” x 4” DOWNSPOUT TIED INTO APPROVED DRAINAGE, GSM FINISH STUCCO WEEP SCREED 17-1/2” X 12” GARAGE DOOR VENTS (2 MIN.) EXTERIOR LIGHT FIXTURE PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS AND DOORS. EXCEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7-DAYS OF THE GRAFFITI BEING APPLIED. ALL DOWNSPOUTS TO DRAIN TO BMP

26'-8 1/8"

10.

EXTERIOR FINISHES TO BE APPLIED OVER MINIMUM TWO LAYERS OF 60 MINUTE BUILDING PAPER OVER FULLY SHEATHED FRAMING

+11’ - 6 3/4” Second Floor

11’ - 6 3/4” Second Floor

1

9

9'-6 3/4"

04

04

D-106

1'-0"

4'-9" 10% of site width

4'-9" 10% of site width

4

+2’ - 0” First Floor

2’ - 0” First Floor

6

2'-0"

3"

7

Tadeo Residence

D-107

0’ - 0” Ground

02

ATTIC SPACE VENTING DIAGRAM AND CALCULATIONS - NTS

0’ - 0” Ground

5'-9"

UNIT 2

2 North Elevation - Unit 2 A3.2 3/8” = 1'-0"

4.13:12

SOFFIT VENT: BRANDGUARD VENTS 5” x 14” SOFFIT VENT MODEL # UE2031-FF 1 UNIT = 21 SQ IN. NFVA 5” x 14” =70 SQ IN. 21 SQ IN. / 70 SQ IN. = 30% NFVA

PROPERTY LINE

1 A3.10

6'-6 1/4"

1 A3.9

SIDE YARD SETBACK

SIDE YARD SETBACK

PROPERTY LINE

1358 SF x (1/150) = 9.053 SF VENTING REQ’D

5” x 14” = .694 SF .208 NFVA PER UNIT

.694 SF x 30% = .208

4.53 SF MIN VENTING @ SOFFIT 4.53 SF / .208 = 22 UNITS MIN REQ’D RIDGE VENT: COR-A-VENT V-600 20SQ IN. NFVA/LINEAR FOOT (1358 SQ FT x .48)/20 = 32.59 LINEAL FEET 20 SQ IN = .1388 SQ FT NFVA = SQ AREA (1 UNIT) x LF (9.053 SF - 4.53 SF) = .1388 SF x LF 4.523 SF / .1388 SF = 32.56 LF MAX REQ’D OF V-600

1'-0"

SOFFIT RIDGE TOTAL 4.57 SF + 4.51 SF = 9.08 SF > 9.053 SF REQ’D

+20’ - 2” Roof Plate

20’ - 2” Roof Plate

Document Date:

W-107

8'-7 1/4"

W-107

August 24, 2021

UNIT 1

Document Phase: 26'-8 1/4"

Construction Documents

1 +11’ - 6 3/4” Second Floor

11’ - 6 3/4” Second Floor

1741 SF x (1/150) = 11.606 SF VENTING REQ’D

rev. date

remark

SOFFIT VENT: BRANDGUARD VENTS 5” x 14” SOFFIT VENT MODEL # UE2031-FF 1 UNIT = 21 SQ IN. NFVA 5” x 14” =70 SQ IN. 21 SQ IN. / 70 SQ IN. = 30% NFVA

1

08/12/20

Plan Check 1

2

02/26/21

Plan Check 2

3

06/01/21

LID Corrections

4

08/24/21

LID Corrections

5” x 14” = .694 SF .208 NFVA PER UNIT

.694 SF x 30% = .208

5.81 SF MIN VENTING @ SOFFIT 5.81 SF / .208 = 28 UNITS MIN. REQ’D*

9

RIDGE VENT: COR-A-VENT V-600 20SQ IN. NFVA/LINEAR FOOT (1741 SQ FT x .48)/20 = 41.784 LINEAL FEET 20 SQ IN = .1388 SQ FT

W-107A

4'-9" 10% of site width

04

9'-6 3/4"

04

NFVA = SQ AREA (1 UNIT) x LF (11.606 SF - 5.81 SF) = .1388 SF x LF 5.796 SF / .1388 SF = 41.75 LF MAX REQ’D OF V-600* SOFFIT RIDGE TOTAL 5.82 SF + 5.79 SF = 11.61 SF > 11.606 SF REQ’D *RECALCULATE AS NEEDED ALWAYS HAVING A HIGHER NFVA FOR SOFFIT VENT

1'-0"

Elevations

4'-9" 10% of site width 2’ - 0” First Floor

2'-0"

+2’ - 0” First Floor

0’ - 0” Ground

0’ - 0” Ground

1 South Elevation - Unit 2 A3.2 3/8” = 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.

6

A3.2

Tadeo Residence

5 A4.1

R30

4 A4.1

R30

WET BAR

GREAT ROOM

BEDROOM 5

BEDROOM 4

Document Date: February 26, 2021

Document Phase:

3 A4.1

Construction Documents R19

rev. date

remark

1

08/12/20

Plan Check 1

2

02/26/21

Plan Check 2

R21 BEDROOM 1

BEDROOM 2

LIVING ROOM

R21

TWO CAR GARAGE

2 A4.1

R19 1 A4.1

Building Sections 2 Section A3.5 3/8” = 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 Section A3.5 3/8” = 1'-0"

A3.5

PROPERTY LINE

1 A3.7

1 A3.6

PATIO

9'-3 7/8"

R30

MASTER SUITE

R19

R21

Tadeo Residence

MASTER BATH

3 Section A3.6 3”/8 = 1'-0"

3 A3.6

1 A3.5

2 A3.5

R30

R30

R21 WET BAR

PANTRY

STUDY ROOM

BEDROOM 3

BEDROOM 4

Document Date: February 26, 2021

Document Phase: Construction Documents

KITCHEN

DINING ROOM

rev. date

remark

1

08/12/20

Plan Check 1

2

02/26/21

Plan Check 2

LIVING ROOM R19

Building Sections 1 Section A3.6 3”/8 = 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.

A3.6

SUBFLOORING

ROOF SHINGLES ROOF UNDERLAYMENT ROOF SHEATHING METAL DRIP FLASHING

LANDING

INSULATION

GUTTER FIXED TO GUTTER WEDGE STRINGER LANDING FLOOR JOIST WOOD BEAM

5/8” TYPE X GYPSUM BOARD

TOP PLATES

STUD WALL

5” x 14” SOFFIT VENT

GUTTER WEDGE

5/8” TYPE X GYPSUM WALLBOARD

SUBFASCIA

FLOOR JOIST

FASCIA

5/8” TYPE X GYPSUM BOARD

SOFFIT BLOCKING

WALL SHEATHING INSULATION

8 STAIR DETAILS (UNIT 2) A4.1 NTS

3 1-HR FIRE RATED GARAGE/2ND FLOOR A4.1 NTS

6 1-HR FIRE RATED EAVES A4.1 NTS

Tadeo Residence

11 DETAIL LABEL A4.1 NTS

ROOFING

GYPSUM FASTENERS, 2-1/4 in. #6 TYPE S DRYWALL SCREWS, SPACED 12 in. O.C.

ROOF UNDERLAYMENT ROOF SHEATHING

5/8” TYPE X GYPSUM 4FT WIDE APPLIED HORIZONTALLY (INTERIOR)

5/8” TYPE X GYPSUM BOARD (FLOOR TO CEILING)

INSULATION

INSULATION BETWEEN RAFTERS WOOD FURRINGS 5-1/2 in. THICK MINERAL WOOL INSULATION (2.5 pdf, NOMINAL)

RIDGID INSULATION UNDER RAFTERS TO REDUCE THERMAL BRIDGING

2x6 FRAMING STUD SPACED 16 in. O.C.

RIM JOIST

CEILING GYPSUM BOARD FIXED TO WOOD FURRINGS

PRESSURE TREATED SILL PLATE

7'-10 5/8"

PANEL FASTENERS, 6d COMMON NAILS (BRIGHT), 12 in. O.C. IN THE FIELD, 6 in. O.C. PANEL EDGES

MIN. 7/16 in. WOOD STRUCTURAL PANELS APPLIED VERTICALLY (EXTERIOR)

BOTTOM PLATE SUB FLOORING

ROOF RAFTER

CONCRETE FOUNDATION WALL

10 1-HR FIRE RATED EXTERIOR WALLS A4.1 NTS

2 1-HR FIRE RATED GARAGE/LIVING AREA A4.1 NTS

5 ROOF BATT INSULATION A4.1 NTS

Document Date:

38"

February 26, 2021

1 LAYER OF 3/4” PLYWOOD DECKING

CEILING JOISTS

Construction Documents

5/8” T&G PLYWOOD

rev. date

remark

1

08/12/20

Plan Check 1

2

02/26/21

Plan Check 2

SEE PLANS 7.75” MAX.

FINISH FLOORING

SEE PLANS 10” MIN.

Document Phase:

FINISH FLOOR

02

CRAWL SPACE VENTS

44" MAX

INSULATION

NATURAL GRADE

5/8” TYPE X GYPSUM BOARD

GYPSUM BOARD

STRINGERS PER STRUCTURAL

BLOCKING

INSULATION

Details BLOCKING

SUBFLOOR

9 EGRESS WINDOWS EXT. DETAIL A4.1 NTS c ACDL

7 STAIR DETAILS (UNIT 1) 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.

4 ATTIC INSULATION A4.1 NTS

1 1ST FLOOR INSULATION A4.1 NTS

A4.1

4”

RECTANGULAR

GSM FLASHING FLANGE

4”

4”

SOLDER ALL SEEMS SLOPE TOP 1/8” PER 12” GSM FLASHING COLLAR

4”

3/8”

FLASHING FIN AT WOOD MEMBERS

4”

3”

DRIP / INTERLOCK

ROUND

GSM FLASHING FLANGE

4”

SOLDER ALL SEAMS

12 Detail Label A4.2 NTS

9 Detail Label A4.2 NTS

6 Detail Label A4.2 NTS

Tadeo Residence

4”

GSM FLASHING COLLAR

3 PENETRATION FLASHING A4.2 NTS

4”

R O O D

2

H UG RO

G IN N PE O

MIN. 26 GA. G.S.M. DOOR THRESHOLD FLASHING

6” 4” 2”

11 Detail Label A4.2 NTS

8 Detail Label A4.2 NTS

5 Detail Label A4.2 NTS

2 THRESHOLD PAN FLASHING A4.2 NTS

Document Date: February 26, 2021

Document Phase: 6” TYP.

Construction Documents FLOOR FINISH SLAB ON GRADE, SEE STRUCT. FOR MIX DESIGN, THK. AND REINFORCEMENT

DECK TO WALL FLASHING

rev. date

remark

1

08/12/20

Plan Check 1

2

02/26/21

Plan Check 2

4”

VAPOR BARRIER IN DIRECT CONTACT WITH UNDERSIDE OF CONCRETE SLAB 4-INCH THICK BASE OF 1/2 INCH OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED FOR BUILDING SLAB ON GRADE

DECK DRIP EDGE FLASHING

MINIMUM 90% COMPACTION, REFER TO SOILS REPORT

02

12”

TYP .

Details TYP. @ INTERSECTION OF DECK EDGE & DECK TO WALL FLASHING LAP INTERSECTING MAT. WEATHERBOARD FASHION

10 Detail Label A4.2 NTS c ACDL

7 Detail Label A4.2 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.

4 TYPICAL BUILDING SLAB ON GRADE A4.2 NTS

1 TYPICAL CORNER FLASHING A4.2 NTS

A4.2