NPDES NOTES Sheet Index PROJECT DATA

1. CALIFORNIA TITLE 24 REQUIREMENTS HAVE BEEN TAKEN INTO CONSIDERATION. REFER TO TITLE 24 ENERGY ANALYSIS CALCULATIONS FOR MORE INFORMATION.

2. UNDERGROUND ALL UTILITIES TO THE NEAREST UTILITY POLE OR OTHER SERVICE CONNECTION.

3. THE FOLLOWING ITEMS REQUIRE A SEPARATE REVIEW AND PERMIT AS THEY APPLY TO THIS PROJECT:

(i) SITE WALLS, PLANTERS, FENCES/GATES, HARDSCAPE.

(ii) A/C CONDENSERS, AND MECHANICAL EQUIPMENT.

(iii) GRADING & RETAINING WALLS.

(iv) WORK W/I PUBLIC RIGHT OF WAY

(v) POOLS, SPAS & FOUNTAINS.

(vi) FIRE SPRINKLER SYSTEMS.

4. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5’ OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND, OR OBTAIN FROM CAL/OSHA (714-558-4451). THIS PERMIT AND ANY OTHER SAFETY PERMIT SHALL BE OBTAINED PRIOR TO BEGINNING ANY WORK.

5. THE CONSTRUCTION DOCUMENTS ARE PREPARED BASED ON CERTAIN HEIGHT LIMITS, SETBACKS, AREA CALCULATIONS AND OTHER DESIGN CRITERIA UNIQUE TO THIS PROJECT. NO CHANGES SHALL BE MADE TO THE PROJECT WITHOUT CONSULTING THE ARCHITECT AND OBTAINING APPROVALS BY THE GOVERNING AGENCIES PRIOR TO CONSTRUCTING THE CHANGES.

6. ALL NEW PERIMETER FOUNDATION LOCATIONS, FINISH FLOOR & FINISH ROOF HEIGHTS SHALL BE SET & CERTIFIED BY THE LAND SURVEYOR OF RECORD. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NEW CONSTRUCTION THAT IS NOT BUILT IN ACCORDANCE WITH CITY APPROVED DESIGN DRAWINGS AND CONSTRUCTION DOCUMENTS.

7. PROVIDE SHOP DRAWINGS FOR THE ARCHITECT’S REVIEW FOR THE FOLLOWING ITEMS:

(i) STRUCTURAL STEEL.

(ii) CABINETRY, DECORATIVE WOOD WORK, FINISH TRIMS, TILE LAYOUTS.

(iii) DECORATIVE METAL WORK.

8. THE GENERAL CONTRACTOR SHALL ANALYZE ALL SECTIONS OF THE WORK, RESOLVE ANY QUESTIONS HE/SHE MAY HAVE WITH THE ARCHITECT REGARDING THE MEANING & INTENT OF THE CONSTRUCTION DOCUMENTS AND APPORTION THE WORK AMONG THE VARIOUS TRADES AS HE/SHE DEEMS MOST SUITABLE.

9. THE GENERAL CONTRACTOR SHALL RIGIDLY ENFORCE A PROGRESSIVE CLEAN-UP PROGRAM. THE SITE AND BUILDING SHALL BE KEPT CLEAN AND FREE OF ANY HAZARDOUS ENCUMBRANCES AT ALL TIMES DURING WORK. ALL DEBRIS SHALL BE REMOVED FROM THE JOB SITE WEEKLY. TAKE CARE IN PROTECTING WORK, ADJACENT SURFACES AND AREAS NOT BEING REMODELED. THE GENERAL CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED ITEMS AT NO COST TO THE CLIENT.

10. DO NOT SCALE THESE DRAWINGS : WRITTEN DIMENSIONS AND ELEVATION HEIGHTS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY AND ALL DISCREPANCIES, ERRORS, OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK.

11. FLOOR AND ROOF HEIGHTS ARE MAXIMUMS AND ARE TO FINISH MATERIALS, UNLESS OTHERWISE NOTED . THE GENERAL CONTRACTOR SHALL COORDINATE W/ THE LAND SURVEYOR OF RECORD TO ESTABLISH BUILDING SETBACKS, ROUGH CONC. SLAB HEIGHTS, ROUGH FRAMING HEIGHTS AT WOOD FRAMED FLOORS AND ROOFS. FLOOR PLAN DIMENSIONS ARE TO ROUGH FRAMING.

12. PRIOR TO ANY EXCAVATIONS CONTACT DIG ALERT (DIAL #811) (WWW.DIGALERT.ORG) TO VERIFY EXIST. CONDITIONS.

13. THE PROJECT SHALL COMPLY WITH ALL NPDES, SUSMP, & BMP REQUIREMENTS.

14. ALL PRODUCTS, SYSTEMS, AND EQUIPMENT SHALL BE INSTALL PER MANUFACTURER’S SPECIFICATIONS AND INSTRUCTIONS. MANUFACTURER’S PRODUCT INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION AND PROVIDED TO THE OWNER AT COMPLETION OF CONSTRUCTION.

15. FIRE SPRINKLERS ARE REQUIRED FOR THIS PROJECT

16. CIVIL ENGINEER OF RECORD SHALL CERTIFY AT PROJECT COMPLETION THAT THE SITE DRAINAGE IS IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED DRAINAGE PLAN.

17. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5’ OF MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND, OR OBTAIN PERMITS FROM CAL/OSHA. THIS PERMIT, ALONG WITH ANY OTHER SAFETY PERMIT SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK. CONTACT CAL/OSHA AT 714-558-4451

BUILDING AREA DATA TOTAL

HABITABLE:2ND FLOOR 1571.27 SQ.FT.1ST FLOOR 1658.47 SQ.FT.BASEMENT 1130.03 SQ.FT.

SQ.FT.TOTAL 4359.77 SQ.FT.NON-HABITABLE:GARAGE 752.00 SQ.FT.MECH. / STOR. 105.46 SQ.FT.DECKS 660.91 SQ.FT.

ZONING STANDARDSDESCRIPTION REQUIRED EXISTING PROPOSED E PLOT AREA SQ.FT. 3711.0 SQ.FT. 3711.0 SQ.FT. YAVG. LOT WIDTH FT. 59.84 FT. 59.84 FT. YAVG. LOT DEPTH FT. 61.10 FT. 61.10 FT. YMAX HEIGHT AT:ABV. 1960 TOPO 30.00 FT. FT. 14.06 FT. YABV. GRADE / F.F. FT. FT. 27.33 FT. NSETBACK REQUIREMENTS:FRONT YARD 9.17 FT. FT. 9.56 FT. YREAR YARD 9.17 FT. FT. 5.13 FT. NSIDE YARDS 5.00 5.00 FT. FT. 5.10 5.19 FT. YLOT COVERAGE (FOOTPRINT +NON CANT. OVERHANGS

% % 59.3 %NSQ.FT. SQ.FT. 2200.9 SQ.FT.

LANDSCAPED AREA% % 9.7 %

YSQ.FT. SQ.FT. 359.7 SQ.FT.IRRIGATED LANDSCAPE AREA SQ.FT. 0 SQ.FT. 359.7 SQ.FT. YPARKING 4 SPACES 4 SPACES Y

PROJECT SUMMARY TABLESUSE: ZONE: LOT SLOPE: 14.1

PARKING REQUIREMENT

LIVING AREA GARAGE AREA EXCLUDED GARAGE MECH/STOR. (W/ >6’ HGT. CLG. PARKED AREA

4359.77 SQ.FT. + 752.00 SQ.FT. - 430 SQ.FT. + 0 SQ.FT. = 4681.77 SQ.FT.

4681.77 SQ.FT. / 1 SPACE/1000 SQ.FT. = 4 SPACES REQUIRED

1

Project Address: Legal Description: Assessor’s Parcel Number: ! Occupancy: R-3/U Construction: TYPE V-B SPRINKLERED Codes: CALIF. ADMINISTRATIVE CODE 2016 / CALIF. BUILDING CODE 2016 / CALIF. RESIDENTIAL CODE 2016 / CALIF. ELECTRICAL CODE 2016 / CALIF. MECHANICAL CODE 2016 / CALIF. PLUMBING CODE 2016 / CALIF. ENERGY CODE 2016 / CALIF. FIRE CODE 2016 / CALIF. GREEN CODE 2016 / CALIF. REFERENCED STANDARDS CODE 2016 / LOCAL MUNICIPAL CODE / ASSOCIATION GUIDELINES AND CC&R’S

! Project Description:

NEW 2 STORY SINGLE FAMILY RESIDENCE W/ BASEMENT - RETAINING WALLS, SITE STAIRS, ELEVATED DECKS, AND SOLAR PANELS

! Vicinity Map

6 EMERALD BAY DRIVE LAGUNA BEACH, CA 92651

LOT 3 TRACT 940

053-060-62

OWNER: BILL AND PAULA STEELE 2285 LORRAINE ROAD, MARINO CA. 91108 626-458-2310 [email protected]

DESIGNER: GEOFF SUMICH DESIGN 31511 CAMINO CAPISTRANO, SUITE A, SAN JUAN CAPISTRANO, CA 92675 949-280-6514 [email protected]

CIVIL ENGINEER: TOAL ENGINEERING INC. 139 AVENIDA NAVARRO, SAN CLEMENTE, CA 92672 PHONE : 949-492-8586 [email protected]

LANDSCAPE ARCHITECT:

EPT DESIGN 844 E. GREEN ST. SUITE 201 PASADENA, CA 91101 PHONE: 626-795-2008 [email protected]

SOILS ENGINEER: GEOFIRM 801 GLENNEYRE STREET, LAGUNA BEACH, CA 92651 949-494-2122 [email protected]

INTERIOR DESIGNER:

ERROL DEJAGER250 NEWPORT CENTER DR. #200 NEWPORT BEACH, CA 92660 PHONE: 949-673-7700 [email protected]

STRUCTURAL ENGINEER: COASTLINE ENGINEERING, INC.

191 CALLE MAGDALENA, ENCINITAS, CA 92024 PHONE: 858-414-6167 [email protected]

MEP ENGINEER: ABSOLUTE CONSULTING ENGINEERS 3839 BIRCH ST., NEWPORT BEACH, CA 92660 949-852-8700 [email protected]

GENERAL CONTRACTOR:

DAVID GABAY GENERAL BUILDING CONTRACTOR INC. 31726 RANCHO VIEJO RD. SUITE 108 SAN JUAN CAPISTRANO, CA 92675 949-370-0478 [email protected]

FIRE SPRINKLER CONTRACTOR:

1. IN THE CASE OF EMERGENCY, CALL __________________________ AT WORK PHONE # __________________ OR HOME PHONE # _________________

2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE.

3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TACKING, OR WIND.

4. APPROPRIATE BMP’S FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF.

5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS.

6. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OR THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.

7. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS.

8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORMWATER ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302.

9. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING AND SUPER CHLORINATED POTABLE WATER LINE FLUSHING. DURING CONSTRUCTION, PERMITTEE SHALL DISPOSE OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.

10. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF NON- CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.

11. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARD DESILTING FACILITIES.

12. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION.

13. THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS.

14. THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIAL SUPPLIERS, LESSEES, AND PROPERTY OWNERS: THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN SYSTEM OR THE WATERSHED IS PROHIBITED.

15. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.

16. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.

17. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE, AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.

18. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF.

PROJECT INFORMATION

GENERAL REQUIREMENTS & SPECIFICATIONS

ENERY CALCULATIONS

PLAN SHEETS

ELEVATION SHEETS

SECTION SHEETS

DETAIL SHEETS

EXTERIOR LIGHTING PLAN

SCHEDULES & DIAGRAMS

AREA CALCULATION DIAGRAM SHEETS

STRUCTURAL SHEETS

MECHANICAL SHEETS

ELECTRICAL SHEETS

A0.0

G2.1

G2.2

G2.3

G2.4

T24.0

T24.1

A1.0

A1.1

A1.2

A1.3

A1.4

A1.5

A2.0

A2.1

A3.0

A3.1

A3.2

A3.3

A4.0

A4.1

A4.2

A4.3

A4.4

A4.5

LT001

LT100

LT101

LT102

A6.0

A6.1

A6.2

A6.3

A6.4

A6.5

A6.6

A7.0

A7.1

A7.2

A7.3

A7.4

S1

S1.1

S2

S3

S4

S5

S6

S7

S8

S8.1

S9

S10

S11

S12

S13

S14

S15

S16

S17

S18

M1.0

M2.0

M2.1

M2.2

M2.3

M3.0

E1.0

E1.1

E2.0

PROJECT INFORMATION

GENERAL NOTES I

GENERAL NOTES II

CAL GREEN NOTES I

CAL GREEN NOTES II

RESIDENTIAL TITLE 24 DOCUMENTS

RESIDENTIAL TITLE 24 DOCUMENTS

SITE PLAN

BASEMENT FLOOR PLAN

1ST FLOOR PLAN

2ND FLOOR PLAN

ROOF PLAN

STAKING PLAN

EXTERIOR ELEVATIONS

EXTERIOR ELEVATIONS

BUILDING SECTIONS 1 & 2

BUILDING SECTIONS 3 & 4

BUILDING SECTIONS A & B

BUILDING SECTIONS C

WALL ASSEMBLIES

FLOOR & ROOF ASSEMBLIES

ROOF ASSEMBLIES

RAILING DETAILS

STAIR DETAILS

SITE DETAILS

LIGHTING GENERAL NOTES AND SHEET INDEX

LIGHITNG LAYOUT BASEMENT FLOOR

LIGHITNG LAYOUT FIRST FLOOR

LIGHITNG LAYOUT SECOND FLOOR

BASEMENT DOOR & WINDOW SCHEDULE

FIRST FLOOR DOOR SCHEDULE

FIRST FLOOR WINDOW SCHEDULE

SECOND FLOOR DOOR SCHEDULE

SECOND FLOOR WINDOW SCHEDULE

WINDOW AND DOOR DETAILS

WINDOW AND DOOR DETAILS

SITE AREA DIAGRAM

ROOF AREA DIAGRAM

BASEMENT FLOOR AREA DIAGRAM

1ST FLOOR AREA DIAGRAM

2ND FLOOR AREA DIAGRAM

GENERAL NOTES

GENERAL NOTES

FOUNDATION PLAN

FIRST FLOOR FRAMING

SECOND FLOOR FRAMING

STR. CEILING FRAMING

ROOF FRAMING

STRUCTURAL SCHEDULES

TYPICAL STRUCTURAL DETAILS

TYPICAL STRUCTURAL DETAILS (2)

STRUCTURAL DETAILS

STEEL CONNECTION SCHEDULES

STRUCTURAL DETAILS

STRUCTURAL DETAILS

STRUCTURAL DETAILS

STRUCTURAL DETAILS

STRUCTURAL DETAILS

STRUCTURAL DETAILS

STRUCTURAL DETAILS

STRUCTURAL DETAILS

GENERAL NOTES AND SPECIFICATIONS

GARAGE FLOOR MECHANICAL PLAN

MAIN FLOOR MECHANICAL PLAN

2ND FLOOR MECHANICAL PLAN

ROOF MECHANICAL PLAN

DETAILS

GENERAL NOTES SINGLE LINE DIAGRAM

PANEL SCHEDULES

GARAGE FLOOR ELECTRICAL PLAN

PLUMBING SHEETS

CIVIL DRAWINGS

LANDSCAPE SHEETS

E2.1

E2.2

E2.3

P1.0

P2.0

P2.1

P2.2

P2.3

P3.0

P3.1

P3.2

P4.0

C-1

C-2

C-3

C-4

TP-01

TP-02

L1.00

L1.01

L1.02

L1.10

L1.11

MAIN FLOOR ELECTRICAL PLAN

2ND FLOOR ELECTRICAL PLAN

ROOF FLOOR ELECTRICAL PLAN

PLUMBING GENERAL NOTES, LEGEND, PLUMBING FIXTURES SCHEDULES

GARAGE FLOOR WASTE/VENT PLAN

MAIN FLOOR WASTE/VENT PLAN

2ND FLOOR WASTE/VENT PLAN

ROOF PLUMBING PLAN

GARAGE FLOOR COLD/HOT WATER GAS PLAN

MAIN FLOOR COLD/HOT WATER GAS PLAN

2ND FLOOR COLD/HOT WATER GAS PLAN

DETAILS

TITLE SHEET

PRECISE GRADING PLAN

SECTIONS AND DETAILS

EROSION CONTROL PLAN

TOPOGRAPHIC & BOUNDRY SURVEY

1960 TOPOGRAPHIC SURVEY

LANDSCAPE TITLE SHEET

HARDSCAPE AND IRRIGATION PLANS

PLANTING AND 12V LIGHTING PLANS

HARDSCAPE DETAILS

LANDSCAPE DETAILS AND NOTES

DEFERRED SUBMITTALS

ALL DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT AND/OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECK OR APPROVAL BY HOA

1. SOLAR PANELS TO BE APPROVED IN FUTURE SUBMITTAL. NOT INCLUDED AS PART OF THIS APPROVAL.

2. USE PERMIT REQUIRED FOR FRONT WATER FEATURE WALL (STAND ALONE WALL NOT PART OF STAIRS >3.5’ TALL)

3. VARIANCE REQUEST AND APPROVAL NEEDED FOR FRONT AREA ENCROACHMENTS, REAR YARD, AS WELL AS MINIMUM SETBACK FOR MAIN STRUCTURE AND GARAGE DOOR.

CONDITIONS FOR APPROVAL

1. SAN JOAQUIN HILLS TRANSPORTATION FEE.

2. STD. PLAN 1117 (SIGHT DISTANCE)

3. CONSTRUCT DRIVEWAY APPROACH PER OCPW STD. PLAN 1209

SUBMITTALS AND REVISIONS

PROJECT NOTES

BUILDING AND SITE DATA

PROJECT DATA

CONTACTS

NPDES NOTES Sheet Index

Submittals

SCOTT D.ROSENBAUMLI

CENSED ARCHITECT

NROFILACFOETATS

AI

NO: C 32834REN.: 06/30/2019

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E. 91

.67' T.

W.E. 91

.36' T.

W.

E. 94

.04' T.

W.

E. 87

.60' T.

W.

E. 96

.51' T.

W.

87.62

' T.W. N 50°13'05" W 63.32'

N 39°40'15" W

55.06'

N 59°38'45" W 58.87'

△ =

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25'4

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= 65

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88 (1960)

90 (1960)

84 (1960)

86 (1960)

88 (1960)

90 (1960)

DN

UP

UP

W10

3

D10

2B

W100C W100DW100B

D10

1

D105

W102

W100A

D103

W106

W107A

D102AD104A

REFFRZ

HO

OD

BBQ

5' SET BA

CK

5'-2 1/4"

PROPO

SED

55'-4

5/64

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4'-6

17/

64"

45'-6

27/

64"

5'SE

T BA

CK

11'-7 3/4" 17'-6 49/64" 34'-2 1/4" 5'SET BACK

64'-8

21/

32"

5'-1

1 25

/32"

3'-9

1/2

"17

'-1 5

/32"

4'-1

0 3/

32"

1'-1

/64"

4'1'

-1"

9'5'

-9 1

/2"

5'-1

0 31

/32"

1'-5

1/3

2"3'

-6"

1'-3

5/8

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6'-4 19/32"

13'-3 27/64"

20'-29/64"

14'-11 17/64"

18'

8'-8"

8'-8"

9'-9

9/3

2"21

'-11

1/4"

15'-1

"11

'-8 1

5/32

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-2 4

1/64

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63'-4 49/64"

54'-7 47/64"

5'EBSD UTILITY

5'EB

SD U

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5' EBSD UTILITY

5'EBSD UTILITY

83.19

' F.S.

90.74

' F.S.

91.90' F.S.

81.47' F.S.

91.50' F.G.

E. 87.29' T.W.

1

2

3

2

4

5

6

7

3

8 9

10

9

12

13

8

DBL

.O

VEN

N 50°13'05" W 63.32'

N 39°40'15" W

55.06'

N 59°38'45" W 58.87'

△ =

09°

25'4

2"R

= 39

5.00

'L

= 65

.00'

DRIVEWAY

AA3.2

AA3.2

4A3.1

4A3.1

5A 2.3

5A 2.3

1A3.0

1A3.0

2A3.0

2A3.0

3A3.1

3A3.1

4A3.1

4A3.1

BA3.2

BA3.2

CA3.3

CA3.3

SA2.0

NA2.1

EA

2.1

WA2.

0

D10

6

D108

D100

NEW SINGLEFAMILY HOME

11

14

1

2

3

4

5

6

7

8

9

10

11

13

12

14

ELECTRICAL BOX

WATER METER

TELPHONE BOX

RELOCATED GAS METER

REPLACE ENTIRE CURB ANDGUTTER PER EBSD STANDARDS

MAILBOX

WATER FEATURE - LOW NOISEVOLUME TO MEET OR EXCEEDEBCA AND COUNTYSTANDARDS

EXISTING SITE WALL EQUAL TOOR LESS THAN 6' TO REMAIN

NEW PERMANENT SHORINGWALL (4 CAISSONS) PERSEPARATE PLAN

24" EBSD ENCROACHMENTLIMIT

EXISTING 6' HIGH PL WALLW/ MAX. 2' WIDE FT'G.

TEMPORARY SHORINGCAISSONS PER STRUCTURAL

LINE OF LOWER DECK

KEY NOTES

NOTES

1. UNDERGROUND ALL UTILITY LINES TO THE NEARESTEXISTING POLE.

2. SLOPE ALL GRADES TO DIRECT WATER AWAY FROM THESTRUCTURE, HARDSCAPE SHALL BE SLOPED AWAYFROM THE STRUCTURE AT A MIN. OF 1% AND SOFTSCAPE AT A MIN. OF 2% UNLESS OTHERWISE NOTED ONTHE GRADING AND DRAINAGE PLAN.

3. ALL SITE WALLS EXISTING & NEW TO NOT EXCEED 6 FEETIN HEIGHT.

4. SOLAR PANELS TO BE APPROVED IN FUTURE SUBMITTAL.NOT INCLUDED AS PART OF THIS APPROVAL.

5. PROPERTY LINE WALLS ARE TO BE FINISHED ON BOTHSIDES

TEMPORARY SHORING (TYP.)

SITE PLAN 1/4" = 1'-0" SPA1.0

PLANNORTH

SCOTT D.ROSENBAUMLI

CENSED ARCHITECT

NROFILACFOETATS

AI

NO: C 32834REN.: 06/30/2019

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su

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su

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es

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off

su

mic

h d

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ign

ge

off

su

mic

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ge

off

su

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SIT

E P

LA

N -

ST

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6 E

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BA

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AG

UN

A B

EA

CH

CA

A1.

0

12/31/19

CanningK

Distance Measurement

1.35 in

UP

1

2

3

4

5

6

7

8

9

10

11 12 13 14

UP

14 R

ISE

(7 5

/16"

)13

RUN

(12"

)

D008B

D008A

W009A

D005BW

009B

D002

D00

7

D009

D00

3

D005AD006

10'-4 5/8" 14'-3 3/8" 25'-7" 6'-6"

45'-3

43/

64"

20'-1

1 47

/64"

12'-5

15/

16"

4'7'

-10"

14'-10 45/64"

20'-6 1/4"

7'-8 11/32"43'-1 5/16"

21'-1

1 55

/64"

28'-3

1/4

"

21'-6" PARKING CLR.

20' PARKIN

G C

LR.

2'-2

29/

32"

19'-8

61/

64"

15'-9

59/

64"

4'-1

0 9/

16"

6'-6

23/

32"

1'-1

/32"

56'-9"

82.00' F.S.

81.50' F.F.

1

2

5

6

N 50°13'05" W 63.42'

N 50°13'05" W

63.42'

N 50°13'05" W 63.42'

△ =

09°

25'4

2"R

= 39

5.00

'L

= 65

.00'

FAMILY ROOM009

13' x 34'-10 29/32"H: 10'

GARAGE008

13' x 53'-3 23/32"H: 10'

HALL010

13' x 9'-4 43/64"H: 10'

WINE CELLAR002

13' x 5'-9 9/64"H: 10'

ELEVATOR003

13' x 2'-2 25/64"H: 10'

BEDROOM005

13' x 10'-2 23/32"H: 10'

POWDER006

13' x 2'-5"H: 10'

BATHROOM007

13' x 5'-6 5/32"H: 10'

LIGHT WELL004

13' x 1'-3 7/16"H: 10'

FAMILY ROOM001

13' x 6'-8 27/64"H: 10'

AA3.2

AA3.2

4A3.1

4A3.1

5A 2.3

5A 2.3

1A3.0

1A3.0

2A3.0

2A3.0

3A3.1

3A3.1

4A3.1

4A3.1

BA3.2

BA3.2

CA3.3

CA3.3

SA2.0

NA2.1

EA

2.1

WA2.

0

D004

D001

1A4.5

6A4.3

1A4.4

7A4.3

83.50' F.F.

TRASH

ACACSTACKED

SERVICE YARD001

13' x 7'-5/32"H: 10'

1

2

3

4

5

6

7

SETBACK


OUTDOOR HEATERS IN SOFFIT

LINE OF UPPER DECK LEVEL

KEY NOTES

NOTES

1. Smoke and co combination alarms shall be hardwired withbattery back up and meet standards of NFPA 72 and listedwith UL 217 and UL 2034. Smoke and co combination alarmsshall be installed in every sleeping room, outside eachseparate sleeping area in the immediate vicinity of thebedrooms, on each level of the dwelling unit, includinghabitable basements and attics, smoke alarms shall not belocated within 3’ horizontally of bathroom (CRC R314).

2. All plumbing fixtures shall comply with maximum flow ratesspecified in the cal green building standards and local greenbuilding standards, whichever is more restrictive.

3. All water closets or bidets shall maintain a minimum of a 15”horizontal clearance from the of its center to the nearest sidewall or obstruction, and not closer than 30” to the center of anadjacent fixture and shall maintain a minimum of 24” clear infront of the fixture (CPC 402.5).

4. All showers compartments, regardless of shape, shall maintaina minimum of 1024 sq.in. and encompass 30” diameter clearspace inside the shower enclosure (CPC 408.6) and a ceilingheight of not less thaN 6’-8” (CRC R305.1). Shower walls shallbe tile or stone from floor to min. hgt. of 6’-0” above showerfloor (CPC 408.7). all glass shower enclosures shall beconstructed with tempered safety glass CRC R308.5. Showerlining and receptors shall be constructed on site andwatertight by approved non-absorbent, non-corrosivematerials and reinforced in accordance with manuf.specifications (CPC 408.7). where a shower receptor has afinished dam, curb or threshold it shall be not less than 1” lowerthat the sides and back of such receptor, and not less than 2”or exceeding 9” in depth where measured from the top of thedam or threshold to the top of the drain (CPC 408.5).

5. Garages shall be separated from habitable area by a min.5/8” thk. type x gyp. bd. wall finish on the garage side of studframing (CRC R302.6).

6. Gas fired appliances located in garages shall be installed sothat burners and ignition devices are located a minimum of18” above the floor (CPC 507.13).

7. Fireblocking shall be provided to cut off both vertical andhorizontal concealed draft openings in the following locationsand constructed of an approved material(CRC r302.11):

1. in stud walls and partitions including furred spaces andparallel rows of studs or staggered studs: vertically atceiling and floor levels, and horizontally at intervals notexceeding 10’.

2. at interconnections between concealed vertical andhorizontal spaces such as soffits, dry ceilings, and coveceilings.

3. in concealed spaces between stairs stringers and topand bottom of run.

4. at openings around vents, pipes, ducts, cables, andwires at ceiling and floor levels, with an approvedmaterial to resist the free passage of flame and productsof combustion.

8. Draftstopping shall be provided in usable space both aboveand below the concealed space of a floor-ceiling assemblysuch that the area of concealed space does not exceed 1000sq.ft. draftstopping shall divide the space into roughly equalareas and shall be provided when the ceiling framing isdropped below the floor framing or when open web truss orperforated joists are used (CRC r 302.12).

9. tank water heaters shall be anchored or strapped to resistseismic disc placement . strapping shall be at points within theupper 1/3 and lower 1/3 of its vertical dimensions. a min. of 4”shall be maintained between strapping and controls.(CPC507.2). where a water is heater is located in an attic or on afloor/ceiling assembly - a min. 1 1/2” dp. watertight corrosionresistant pan shall be installed beneath the water heater w/ a3/4”Ø drain to an approved location (CPC 507.5).

DRIVEWAY PARKING

OUTDOOR SHOWER

LINE OF ROOF ABOVE

BASEMENT FLOOR PLAN 1/4" = 1'-0" BPA1.1

PLANNORTH

SCOTT D.ROSENBAUMLI

CENSED ARCHITECT

NROFILACFOETATS

AI

NO: C 32834REN.: 06/30/2019

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BA

SE

ME

NT

FL

OO

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A B

EA

CH

CA

A1.

1

12/31/19

DN

UP

UP

W10

3

D10

2B

W100C W100DW100B

D10

1

D105

W102

W100A

D103

W106

W107A

D102AD104A

REFFRZ

HO

OD

BBQ

52'-3"

7' 4'-11 25/32" 7'-1 5/32" 20'-11 29/32" 5'-8 5/32" 6'-6"

45'-3

43/

64"

15'-2

43/

64"

6'-6

"11

'-9"

4'7'

-10"

48'-1 7/8"

14'-9 63/64"

19'-11 7/32"

13'-4 21/32"

3'-9

31/

64"

37'-9

/32"

11'-6

1/2

"1'

-1/2

"

53'-4

3/4

"

91.42' F.S.

91.50' F.F.

81.90

'

91.42'91.34'

91.42'

91.42'

91.32'

91.29'

1

2

3

4

DBL

.O

VEN

N 50°13'05" W 63.32'

N 39°40'15" W

55.06'

N 59°38'45" W 58.87'

△ =

09°

25'4

2"R

= 39

5.00

'L

= 65

.00'

DECK

FIRE

SEAT

ENTRY100

13' x 28'-4 43/64"H: 11'

ELEVATOR101

13' x 2'-2 25/64"H: 11'

BEDROOM/OFFICE102

13' x 9'-10 7/64"H: 11'

CLOSET103

13' x 2'-5 49/64"H: 11'

CLOSET104

13' x 2'-4 1/64"H: 11'

POWDER105

13' x 1'-11 49/64"H: 11'

KITCHEN106

13' x 19'-4 17/32"H: 11'

DINING107

13' x 22'-7 33/64"H: 11'

LIVING ROOM108

13' x 30'-2 5/8"H: 11'

AA3.2

AA3.2

4A3.1

4A3.1

5A 2.3

5A 2.3

1A3.0

1A3.0

2A3.0

2A3.0

3A3.1

3A3.1

4A3.1

4A3.1

BA3.2

BA3.2

CA3.3

CA3.3

SA2.0

NA2.1

EA

2.1

WA2.

0

D10

6

D108

D100

1A4.5

2A4.4

6A4.3

1A4.4

4A4.3

1A4.3

1A4.5

9A4.4

1

2

3

4

5

6

7

SETBACK




KEY NOTES

NOTES














DRIVEWAY PARKING

OUTDOOR SHOWER

LINE OF ROOF ABOVE

1ST FLOOR PLAN 1/4" = 1'-0" 1A1.2

PLANNORTH

SCOTT D.ROSENBAUMLI

CENSED ARCHITECT

NROFILACFOETATS

AI

NO: C 32834REN.: 06/30/2019

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su

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es

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ge

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1ST

FL

OO

R P

LA

N -

ST

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CE

6 E

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BA

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RIV

E, L

AG

UN

A B

EA

CH

CA

A1.

2

12/31/19

DN

W20

3W

204B

W20

2AW

204A

W20

2B

44'-8 13/16"

4'-4 9/32" 22'-6 17/32" 5'-8 15/16" 3'-4 61/64" 8'-8 1/8"

14'-4

5/1

6"7'

-5"

11'-9

"2'

-6"

9'-4

"

14'-10 5/8"

20'-6 43/64"

11'-4 1/32"

49'-7

15/

64"

4'-9

1/3

2"25

'-4 1

/16"

13'-1

3/32

"6'

-5 2

3/32

"

45'-4

19/

64"

14'-10 5/8"

31'-10 11/16"

10.63' F.F.

102.16'

102.20'

AA3.2

AA3.2

4A3.1

4A3.1

5A 2.3

5A 2.3

1A3.0

1A3.0

2A3.0

2A3.0

3A3.1

3A3.1

4A3.1

4A3.1

BA3.2

BA3.2

CA3.3

CA3.3

SA2.0

NA2.1

EA

2.1

WA2.

0

1

7

DECK

N 50°13'05" W 63.42'

N 50°13'05" W

63.42'

N 50°13'05" W 63.42'

△ =

09°

25'4

2"R

= 39

5.00

'L

= 65

.00'

ELEVATOR201

13' x 2'-2 25/64"H: 9'-6"

BEDROOM202

13' x 11'-6 11/32"H: 9'-6"

BATHROOM203

13' x 6'-23/64"H: 9'-6"

BEDROOM204

13' x 14'-4 5/16"H: 9'-6"

W200B

WD

W206A

D20

1D

202A

W207B

D20

6

D20

7A

D202B

D203B

D203B

D204B

W206B

W207A

W200A

D207B

D20

4A

D2054

A4.3

6A4.3

7A4.3

MASTER BED207

13' x 35'-17/64"H: 9'-6"

MASTER BATH206

13' x 26'-6 37/64"H: 9'-6"

LAUNDRY205

13' x 1'-4 1/2"H: 9'-6"

HALL200

13' x 16'-3 15/16"H: 9'-6"

1

2

3

4

5

6

7

SETBACK




KEY NOTES

NOTES














DRIVEWAY PARKING

OUTDOOR SHOWER

LINE OF ROOF ABOVE

2ND FLOOR PLAN 1/4" = 1'-0" 2A1.3

PLANNORTH

SCOTT D.ROSENBAUMLI

CENSED ARCHITECT

NROFILACFOETATS

AI

NO: C 32834REN.: 06/30/2019

STE

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2N

D F

LO

OR

PL

AN

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ES

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NC

E6

EM

ER

AL

D B

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DR

IVE

, LA

GU

NA

BE

AC

H C

AA

1.3

12/31/19

1

2

3

4

5

6

SETBACK

SOLAR PANELS

1960 TOPOGRAPHY

NON REFLECTIVE SKYLIGHT

CONCEALED GUTTERS

COPPER ROOFING

KEY NOTES

NOTES

1. Minimum net free attic ventilation area shall be equal orgreater than 1/150 of the area of the ventilated space.between 40%-50% of the required ventilating area is providedby vents located in the upper portion of the attic or rafterspace.

2. Unvented attic and enclosed rafter assemblies. Unventedattic ASSEMBLIES AND UNVENTED ENCLOSED RAFTERASSEMBLIES shall meet the following requirements (CRCR806.5):

I. The unvented attic space is completely within thebuilding thermal envelope.

II. No interior class I vapor retarders are installed on theceiling side (attic floor_ of the unvented attic assembly oron the ceiling side of the unvented enclosed roofframing assembly.

III. Where wood shingles or shakes are used, a minimum1/4” vented airspace separates the shingles or shakesand the roofing underlayment above the structuralsheathing.

IV. In California climate zone 14 and 16, any air-impermeable insulation shall be a class II vapor retarder,or shall have a class ii vapor retarder coating or coveringin direct contact with the underside of the insulation.

1. A class i or class ii vapor retarder shall beinstalled on the indirectly conditioned space sideof all insulation in an unvented attic with air-permeable insulation, for condensation control.

3. Insulation shall be located in accordance with the following:Item I, II, III or IV shall be met, depending on the air permeabilityof the insulation directly under the structural roof sheathing. Noinsulation shall be required when roof tiles, wood shingles orwood shakes, or any other roofing system using battens and nocontinuous underlayment is installed. A continuousunderlayment shall be considered to exist if sheathing, roofingpaper or any continuous layer having a perm rate of no morethan one perm under the dry cup method is present.

I. Where only air-impermeable insulation is provided, itshall be applied indirect contact with the underside ofthe strucTural roof Sheathing.

II. Where air-permeable insulation is provided inside thebuilding thermal envelope, it shall be installed inaccordance with Section note 3 of roofing notes, Inaddition to the air-permeable insulation installed directlybelow the structural sheathing, rigid board or sheetinsulation shall be installed directly above the structuralroof sheathing in accordance with the R-values in TableR806.5 for condensation control.

III. Where both air-impermeable and air-permeableinsulation are provided, the air-impermeable insulationshall be applied in direct contact with the underside ofthe structural roof sheathing and shall be in accordancewith the R-values in Table R806.5 for condensationcontrol. The air-permeable insulation shall be installeddirectly under the air-impermeable insulation.

IV. Alternatively, sufficient rigid board or sheet insulationshall be installed directly above the structural roofsheathing to maintain the monthly average temperatureof the underside of the structural roof sheathing above45°F (7°C). For calculation purposes, an interior airtemperature of 68°F (20°C) is assumed and the exteriorair temperature is assumed to be the monthly averageoutside air temperature of the three coldest months.

4. Where preformed insulation board is used as the air-impermeable insulation layer, it shall be sealed at theperimeter of each individual sheets to form a continuous layer.

5. Attic access rough framed opening shall not be less than22”x30” and shall be located in a hallway or other readilyaccessible location (CRC r807).

6. Roof gutters shall be constructed to prevent the accumulationof leaves and debris (CBC 705A, CRC R327.5.4).

NOTE: SOLAR PANELS TO BEAPPROVED IN FUTURE SUBMITTAL.NOT INCLUDED AS PART OF THISAPPROVAL.

AA3.2

AA3.2

4A3.1

4A3.1

5A 2.3

5A 2.3

1A3.0

1A3.0

2A3.0

2A3.0

3A3.1

3A3.1

4A3.1

4A3.1

BA3.2

BA3.2

CA3.3

CA3.3

116.6

8' RID

GE

116.6

8' RID

GE

116.6

8' RID

GE

116.6

8' RID

GE

2

6

3

4 5

5

52

1

3:12

1/4:12

3:12

3:12

3:12

3:12

3:12

SOLAR ARRAY

SOLA

R ARRAY

3:12

3:12

114.3

3' T.O

.RF.

114.3

3' T.O

.RF.

114.3

3' T.O

.RF.

14A4.1

13A4.1

1A4.2

9A4.1

7A4.1

9A4.1

3A4.2

2A4.2

4A4.2

10A4.1

86.14

' 196

0 F.G

.

114.3

3' T.O

.RF.

85.85

' 196

0 F.G

.

85.93

' 196

0 F.G

.

87.86

' 196

0 F.G

.

9088

8684

ROOF PLAN 1/4" = 1'-0" RPA1.4

PLANNORTH

SCOTT D.ROSENBAUMLI

CENSED ARCHITECT

NROFILACFOETATS

AI

NO: C 32834REN.: 06/30/2019

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es

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ge

off

su

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es

ign

ge

off

su

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es

ign

ge

off

su

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h d

es

ign

ge

off

RO

OF

PL

AN

- S

TE

EL

E R

ES

IDE

NC

E6

EM

ER

AL

D B

AY

DR

IVE

, LA

GU

NA

BE

AC

H C

AA

1.4

12/31/19

02

05

05

0506

05

07

04

01

04

04

04

116.68' ROOF RIDGE

102.63' 2ND FLOOR F.F.

91.50' 1ST FLOOR F.F.

81.50' BASEMENT F.F.

113.53' ROOF EAVE

5'SETBACK

5

2

1

3

4

9A4.1

1A4.3

11A4.1

4A4.2

1A4.3

116.68' ROOF RIDGE




113.53' ROOF EAVE

5'SETBACK

5'SETBACK

2

1

5

3

4

04

0702

01

05

01

0505

01

05

05

03

06

2A4.5

6A4.3

1A4.3

11A4.1

3A4.2

9A4.1

7A4.3

7A4.3

1

2

3

4

5

LINE OF EXISTING GRADE

LINE OF 1960'S GRADE

PROPERTY LINE

SETBACK

KEY NOTES

MATERIALS LEGEND

LINE OF 30' HEIGHT LIMIT

DESCRIPTION: WEATHERING STEEL - WALLS, SOLIDRAILING, LOUVERS

COLOR: NATURAL FINISH (RUST)

MANUFACTURER:

REMARKS:

DESCRIPTION: STANDING SEAM METAL ROOF -ROOFING

COLOR: COPPER | NATURAL PATINA

MANUFACTURER:

REMARKS:

DESCRIPTION: POWDER COATED PLATE STEEL,UPPER LEVEL DECK

COLOR: WHITE

MANUFACTURER:

REMARKS:

DESCRIPTION: SMOOTH COAT STUCCO - WALLS

COLOR: CREAM

MANUFACTURER:

REMARKS:

DESCRIPTION: MAHOGONY WOOD - EXT.WINDOWS AND DOORS, GARAGE DOORS EXT.TRIM.

COLOR: MAHOGANY

MANUFACTURER:

REMARKS: DOORS AND WINDOWS STAINED TOMATCH RED BALOU

DESCRIPTION: LIMESTONE TILE - EXT. STAIRS,DRIVEWAY, HARDSCAPE, DECKS, SOFFITS

COLOR: 80%/20% WHITE/CREAM BLEND

MANUFACTURER:

REMARKS:

DESCRIPTION: SOLAR PANELS

COLOR: BLACK PHOTOVOLTAIC CELL

MANUFACTURER:

REMARKS: SOLAR PANELS TO BE APPROVED INFUTURE SUBMITTAL. NOT INCLUDED ASPART OF THIS APPROVAL.


COLOR: BROWN

MANUFACTURER:

REMARKS:

01

02

03

04

05

06

0707

08

SOUTH EXTERIOR ELEVATION 1/4" = 1'-0" 2A2.0

WEST EXTERIOR ELEVATION 1/4" = 1'-0" 1A2.0

PLANNORTH

SCOTT D.ROSENBAUMLI

CENSED ARCHITECT

NROFILACFOETATS

AI

NO: C 32834REN.: 06/30/2019

STE

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EN

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116.68' ROOF RIDGE



113.53' ROOF EAVE

5'SETBACK

2

1

5

3

4

05

07

04

02

04

0404

05

9A4.1

1A4.2

9A4.4

11A4.1

116.68' ROOF RIDGE

102.63' 2ND STORY F.F.

91.50' FIRST FLOOR F.F.

5'SETBACK

113.53' ROOF EAVE

5'

2

1

5

3

4

01

0203

04

05

05

06

04

08 01

2A4.2

1A4.2

2A4.5

14A4.1

9A4.1

81.50' BASMENT F.F.

1

2

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4

5



PROPERTY LINE

SETBACK

KEY NOTES

MATERIALS LEGEND


DESCRIPTION: WEATHERING STEEL - WALLS, SOLIDRAILING, LOUVERS

COLOR: NATURAL FINISH (RUST)

MANUFACTURER:

REMARKS:

DESCRIPTION: STANDING SEAM METAL ROOF -ROOFING

COLOR: COPPER | NATURAL PATINA

MANUFACTURER:

REMARKS:

DESCRIPTION: POWDER COATED PLATE STEEL,UPPER LEVEL DECK

COLOR: WHITE

MANUFACTURER:

REMARKS:


COLOR: CREAM

MANUFACTURER:

REMARKS:

DESCRIPTION: MAHOGONY WOOD - EXT.WINDOWS AND DOORS, GARAGE DOORS EXT.TRIM.

COLOR: MAHOGANY

MANUFACTURER:

REMARKS: DOORS AND WINDOWS STAINED TOMATCH RED BALOU

DESCRIPTION: LIMESTONE TILE - EXT. STAIRS,DRIVEWAY, HARDSCAPE, DECKS, SOFFITS

COLOR: 80%/20% WHITE/CREAM BLEND

MANUFACTURER:

REMARKS:

DESCRIPTION: SOLAR PANELS

COLOR: BLACK PHOTOVOLTAIC CELL

MANUFACTURER:

REMARKS: SOLAR PANELS TO BE APPROVED INFUTURE SUBMITTAL. NOT INCLUDED ASPART OF THIS APPROVAL.


COLOR: BROWN

MANUFACTURER:

REMARKS:

01

02

03

04

05

06

0707

08

EAST EXTERIOR ELEVATION 1/4" = 1'-0" 1A2.1

NORTH EXTERIOR ELEVATION 1/4" = 1'-0" 2A2.1

PLANNORTH

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3A4.2

9A4.1

6A6.5

7A6.5

5A4.1

1A4.2

3A4.1

1A4.1

2A4.0

2A4.5

11A4.1




113.53' ROOF EAVE

5'SETBACK

5'SETBACK

3'EBSD UTILITY

CLEAR

3

4

3

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6

7

8

9

SERVICE YARD001

WINE CELLAR002

ELEVATORSHAFT

101

14A4.1

15' +

EBSD

UTIL

ITYC

LEA

R

1

2

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4

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KEY NOTES


WATER FEATURE - LOW NOISE VOLUME TOMEET OR EXCEED EBCA AND COUNTYSTANDARDS - DOES NOT EXCEED 4'HEIGHT IN FRONT SETBACK

NEW 6' HEIGHT SITE WALL

EXISTING CURB TO REMAIN

NEW SHORING REFER TO STRUCTURALAND CIVIL FOR MORE INFORMATION PEREBSD APPROVAL

CAISSON PER STRUCTURAL

NEIGHBORS EXISTING SITE WALL

10

1A4.2

3A4.2

9A4.1

8A4.1

6A4.3

4A4.1

1A4.0

1A4.0

2A6.6

9A4.0

3A4.4

2A4.5

5A4.1

3A4.1


81.50' BASMENT F.F.

5'SETBACK

5'SETBACK

3'EBSD UTILITY

CLEAR

113.53' ROOF EAVE


3

4

3

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6

7

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9

ENTRY100 LIGHT WELL

WINE CELLAR002

FAMILY ROOM009

HALL200

MASTERBEDROOM

207

ELEVATORSHAFT

201

7A4.3

15' +

EBSD

UTIL

ITYC

LEA

R

SECTION 1 1/4" = 1'-0" 1A3.0

SECTION 2 1/4" = 1'-0" 2A3.0

PLANNORTH

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1A4.0

9A4.0

5A4.0

6A6.6

7A4.1

9A4.1

3A4.2

4A4.3

4A4.3

1A4.3

4A4.1

7A6.5

9A6.5

6A4.3

9A4.0

1A4.1

4A6.6

5A6.6

4A6.6

5A6.6

9A4.0

1A4.2

11A4.191.50' 1ST FLOOR F.F.

5'SETBACK

5'SETBACK

113.53' ROOF EAVE


116.68' ROOF RIDGE



3

43

4

6

7

8

9FAMILY ROOM009

BATHROOM007

BEDROOM005

LIVING ROOM108

POWDERROOM

105 BEDROOM/OFFICE

102

MASTER BEDROOM207

HALL200

BEDROOM202

15'+

EBSD

UTIL

ITY C

LEA

R

10

4A6.5

5A4.0

6A6.6

9A4.1

3A4.2

4A4.3

1A4.3

4A4.1

2A4.1

4A6.6

5A6.6

2A6.5

5A6.6

4A6.6

11A6.5

10A6.5

10A6.6

10A4.0

4A4.1

12A4.1

5'SETBACK

5'SETBACK

116.68' ROOF RIDGE


113.53' ROOF EAVE


81.50' BASMENT F.F.

3'EBSD UTILITY

CLEAR

3

4

3

4

6

7

8

9GARAGE

008

KITCHEN106

DINING107

BEDROOM204

MASTERBATHROOM

206

BACK PATIO

15'+

EBSD

UTIL

ITY C

LEA

R

SECTION 3 1/4" = 1'-0" 3A3.1

SECTION 4 1/4" = 1'-0" 4A3.1

PLANNORTH

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KEY NOTES








2A4.2

116.68' ROOF RIDGE



113.53' ROOF EAVE

5'SETBACK

5'SETBACK

3

4

11

3

4

11

6A6.5

7A6.5

7A4.0

4A4.1

4A4.1

1A4.3

10A6.5

12A6.5

1A6.6

7A6.6

7A6.5

9A6.5

2A6.6

5A6.6

5A6.6

4A6.6

1A4.1

81.50' BASMENT F.F.

4A4.2

2A4.2

9A4.1

9A4.1

1A4.1

2A4.1

3A4.1

5A4.1

7A4.3

6A6.6

116.68' ROOF RIDGE



113.53' ROOF EAVE

5'SETBACK

5'SETBACK

3

4

11

3

4

11

GARAGE008

FAMILY ROOM009

LIVING ROOM108

KITCHEN106

MASTERBEDROOM

207

MASTERBATHROOM

206

6A6.5

7A6.5

7A4.0

5A6.5

11A6.6

11A4.1 81.50' BASMENT F.F.

SECTION A 1/4" = 1'-0" AA3.2

SECTION B 1/4" = 1'-0" BA3.2

PLANNORTH

SCOTT D.ROSENBAUMLI

CENSED ARCHITECT

NROFILACFOETATS

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NO: C 32834REN.: 06/30/2019

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12/31/19

Documents

NPDES NOTES Sheet Index PROJECT DATA