Att #2 Site Plans, Floor Plans & Elevations - 4-8-2025 — City Council/Public Financing Authority, September 16, 2025

SHEET NUMBERSHEET NUMBERROOF SLOPE INDICATIONGRAPHIC SCALE1" DN.CHANGE IN ELEVATIONCENTER LINENORTH DESIGNATIONSHEET LAYOUT DESIGNATIONVIEW NUMBERCOLUMN GRIDXSHEET NUMBERXSHEET NUMBERDOOR NUMBERWINDOW TYPEDETAIL:DETAIL NUMBERREVISIONPROPERTY LINEELEVATION TAGELEVATION LETTERSPOT ELEVATIONSECTION LETTEREQUIPMENT NUMBERSHEET NUMBERINTERIOR ELEVATION:SECTION:XELEVATION LETTEREXTERIOR ELEVATION:X XXXX XXX#102.5'1

LP SCALE
L
X
C126
16482 SOMERSET LANE,HUNTINGTON BEACH, CA 93649ADDRESSPROVIDEDREQUIRED

DRAWING INDEXARCHITECTURAL SYMBOLS

SCOPE OF WORKVICINITY MAP
DESIGNER - ANHA studio386 MONTEREYWESTMINSTER, CA 92683Tel: (714) 200 4122CV.1COVER SHEETA1.0SITE PLAN OVERLOOK 16482 SOMERSETLANEHUNTINGTON BEACH, CA 92649 - NEW 1ST FLOOR LIVING AREA 2,757 SF - NEW 2ND FLOOR LIVING AREA 3,398 SF - NEW 3RD FLOOR LIVING AREA 1,237 SF - NEW TOTAL LIVING AREA 7,392 SF - NEW 3 CARS GARAGE 682 SF - NEW 3 BALCONY AREA 201 SF DEFERRED SUBMITTALPLAN AND DEMO FLOOR PLANA2.2SECTIONSG.1CAL GREEN BUILDING

ARCHITECTURALSTRUCTURALDESCRIPTIONSHEETDESCRIPTIONSHEETDIRECTORY

AGENCY REQUIREMENTS
STRUCTURAL ENGINEERING: ND-ENGINEERINGTRUONG DONG7661 GARDEN GROVE BLVDGARDEN GROVE, CA 92841Tel: (714) 617 5979 SHEET TITLE:PROJECT CAD FILE:PROJECT NUMBER:ASSOCIATES:SENIOR ASSOCIATE:JOB CAPTAIN:PROJECT DIRECTOR:REVISIONS:BUILDING DEPARTMENT SUBMITTAL:

NEW SINGLE FAMILYANHA design studioSHEET NUMBER:PLOT REFERENCE DATE:

ANHA design studio Inc. 2015 - ALL RIGHTS RESERVED THEDRAWINGS, DESIGNS, INFORMATION, CONTENT ANDPROCEDURES DESCRIBED HEREIN ARE FOR THEEXCLUSIVE USE OF ANHA design studio Inc. OR AFFILIATES,AND, AS SUCH, ARE NOT TO BE REPRODUCED IN ANYFORM OR MEDIA, CURRENT OR FUTURE, OR DISCLOSEDTO OTHERS WITHOUT THE WRITTEN CONSENT OF ANHAdesign studio Inc. DISTRIBUTION OR DUPLICATION OFTHESE DOCUMENTS IS NOT TO BE CONSTRUED ASPUBLICATION IN DEROGATION OF THESE RIGHTS. VISUALCONTACT WITH THESE DOCUMENT SHALL CONSTITUTEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 112/30/2025PLANNING DEPARTMENT203/06/2025PLANNING DEPARTMENT 16482 SOMERSET LANEHUNTINGTON BEACH, CA 92649
11/10/2024
16482 SOMERSET LANEHUNTINGOTN BEACH, CA 92649Tel: (714) 510 4754email: [email protected] 386 Via MontereyWestminsterCA 92683Tel: (714) 200 4122Email: [email protected] studioanhaTUDIOS

CHI HOANG THUY VU
303/26/2025PLANNING DEPARTMENTCOVER SHEETCV.1
A1.5(N) ROOF PLAN3RD FLOOR PLAN AND ROOF PLAN
OWNER:CHI HOANG THUY VU16482 SOMERSET LANEHUNTINGTON BEACH, CA 92649Tel: (714) 510 4754Email: [email protected] 2ND FLOOR PLAN(E) 2ND FLOOR PLAN AND DEMOA1.4PROPOSED 3RD FLOOR PLAN2022 CALIFORNIA BUILDING CODE2022 CALIFORNIA ELECTRICAL CODE2022 CALIFORNIA MECHANICAL CODE2022 CALIFORNIA PLUMBING CODE2022 CALIFORNIA FIRE CODE2022 CALIFORNIA ENERGY CODE2022 CALIFORNIA GREEN BUILDINGMUNICIPAL CODE OF HUNTINGTON BEACH CITY2022 CALIFORNIA RESIDENTIAL CODECODES COMPLY:TYPE OF CONSTRUCTION: TYPE V-BFIRE SPRINKLER : "NO"PROJECT DATAADDRESS:16482 SOMERSET LANEHUNTINGTON BEACH, CA 92649COUNTY NAME : COUNTY OF ORANGEASSESSOR PARCEL NUMBER: 178 411 12ZONE: R-LBUILDING CLASSIFICATION: SINGLE FAMILYOCCUPANCY GROUPS: R-3/U16482 SOMERSET LANE, HUNTINGTON BEACH, CA 92649 1ST FLOOR PLAN ANDNEIGHBORHOOD
NEW SINGLE FAMILYDEMOLITION NOTES1.THE DEMOLITION PLAN INDICATES THE GENERAL SCOPE OF DEMOLITION ONLY. THE CONTRACTOR ISRESPONSIBLE FOR THE SPECIFIC SCOPE OF DEMOLITION WORK REQUIRED FOR THIS PROJECT.2.BEFORE BEGINNING WORK AT THE SITE AND THROUGH OUT THE COURSE OF THE WORK, CONTRACTOR SHALLFIELD VERIFY AND INSPECT THE LOCATIONS AND CONDITIONS OF EVERY ITEM AFFECTED BY THE WORK, ANDNOTIFY THE ARCHITECT OR OWNER OF ANY DISCREPANCIES IN ORDER TO OBTAIN CLARIFICATION BEFOREPROCEEDING WITH THE AFFECTED WORK.3.THE GENERAL CONTRACTOR SHALL INCLUDE IN THEIR [PRICING/BID], AN AMOUNT SUFFICIENT TO COVER THECOST OF REMOVING ALL EXISTING ELEMENTS OBSTRUCTING OR INTERFERING WITH THE INSTALLATION OF NEWWORK WHETHER OR NOT THE EXISTING CONDITION IS INDICATED ARCHITECTS DRAWINGS.4.THE GENERAL CONTRACTOR SHALL COORDINATE THE DEMOLITION AND TAKE ALL PRECAUTIONS REQUIRED TOMINIMIZE DISTURBANCE OF BUILDING OCCUPANTS.5.THE GENERAL CONTRACTOR SHALL REMOVE DEBRIS FROM THE PREMISES DAILY, KEEP OCCUPIED AREASADJACENT TO DEMOLITION BROOM CLEAN AND FREE OF DEBRIS, AND PREVENT DUST AND DEBRIS FROMMIGRATING OUT OF THE DEMOLITION AREA.6.THE GENERAL CONTRACTOR SHALL PROTECT FROM DAMAGE ALL MATERIALS, CONSTRUCTION, UTILITIES ANDOTHER ITEMS AND APPURTENANCES NOT SCHEDULED FOR DEMOLITION WITHIN OR OUTSIDE THE BUILDING.DAMAGED ITEMS SCHEDULED TD REMAIN AND/OR BE REUSED SHALL REPAIRED TO MATCH ORIGINAL FINISH AT NOADDITIONAL. COST TO OWNER.7.THE FOLLOWING ITEMS ARE TO BE REMOVED CAREFULLY TO AVOID DAMAGE, CLEANED IF NECESSARY ANDREUSED DURING CONSTRUCTION OF THIS PROJECT:A.ALL LIGHT FIXTURES AND CEILING MECHANICAL FIXTURES.B.ALL PLUMBING FIXTURES AND ACCESSORIESC.DOORS AND WINDOWS.D.FURNITURE8.REMOVE ALL OBSOLETE AND INACTIVE EXPOSED CONDUITS, JUNCTION BOXES, PIPES, DUCTS, SUSPENSIONWIRES, TELEPHONE, DATA AND OTHER MISCELLANEOUS CABLE AND CAP.9.OWNER SHALL IDENTIFY KEPT/STORED ITEMS AND ITEMS TO BE DISCARDED BY CONTRACTOR.10.DEMOLITION UNDER SEPERATE PERMIT·CONSTRUCTION WORK HOURS ARE 7 AM-8 PM, M-F; 9 AM-8PM, SATURDAY; NO SUNDAY OR LEGAL HOLIDAYS. - SOLAR PV SYSTEM WILL BE UNDER A SEPARATE PERMIT
NEW SINGLE HOUSE LIVING AREA 5 BEDS/ 5.5 BATHS - 7,392SF A1.3A1.1PROPOSED SITE PLAN, (E) SITEGENERAL INFORMATIONNUMBER OF STORIES: 3 STORYA1..22ND FLOOR PLANA2.0ELEVATIONSELEVATIONSG.2CAL GREEN BUILDING N
2ND FLOOR PLANA2.11 21A2.3SECTIONS1
5 33
5 A0.22ND FLOOR COUNTED TO LOTCOVERAGEA0.11ST FLOOR COUNTED TO LOTCOVERAGE4 20'-0"

65.00' PL

61.36' PL121.60' PL
100.15' PL
DN. 15"
LOT AREA: 7,215 SF

KITCHEN

LANDSCAPELANDSCAPEISLAND
GREAT ROOMPANTRYDINING ROOMW.I.CUPWINE CEL.MUDROOM
BEDROOM 1BATH 1POW.ENTRANCEFOYERCOATELEV.(E) DECKDRIVEWAY

RE-LOCATED ELECTRICALPANEL(E)GMRE-LOCATEDGAS METER
(E)LOT COVERAGE:(3,439 SF) - 47.66%3 CARS GARAGE682 SF3,439 SF lineis counted tolot coverage SHEET TITLE:PROJECT CAD FILE:PROJECT NUMBER:ASSOCIATES:SENIOR ASSOCIATE:JOB CAPTAIN:PROJECT DIRECTOR:REVISIONS:BUILDING DEPARTMENT SUBMITTAL:

NEW SINGLE FAMILYANHA design studioSHEET NUMBER:PLOT REFERENCE DATE:

CHI HOANG THUY VU
303/26/2025PLANNING DEPARTMENT
A0.11ST FLOOR COUNTEDTO LOT COVERAGE FIRST FLOOR PLAN COUNTED TO LOT COVERAGESCALE:14" = 1' - 0"4 4 17'-10"

65.00' PL

61.36' PL121.60' PL
100.15' PLUPBAL.

MAKE UP SAUNA
35 SF
(E)65.00' PL

61.36' PL121.60' PL
100.15' PL
DNOPEN TO BELOWUPBAL.

THEATERW.I.CWET BARLOFTBATH 2LAUNDRYW.I.CBATH 3BATH 4MAKE UP SAUNA BEDROOM 3OFFICESTOR.ELEV.35 SF
(E)LOT AREA: 7,215 SFLOT COVERAGE:(3,606 SF 2ND FLOOR) - 49.92%3,606 SF lineis counted tolot coverageBEDROOM 2

SECOND FLOOR COUNTED
SHEET TITLE:PROJECT CAD FILE:PROJECT NUMBER:ASSOCIATES:SENIOR ASSOCIATE:JOB CAPTAIN:PROJECT DIRECTOR:REVISIONS:BUILDING DEPARTMENT SUBMITTAL:

NEW SINGLE FAMILYANHA design studioSHEET NUMBER:PLOT REFERENCE DATE:

CHI HOANG THUY VU
303/26/2025PLANNING DEPARTMENT
A0.2SECOND FLOORCOUNTED TO LOTCOVERAGE SECOND FLOOR PLAN COUNTED TO LOT COVERAGESCALE:14" = 1' - 0"4 4 5

65.00' PL7.87' PL61.36' PL 121.60' PL
100.15' PL
DN. 15"
LANDSCAPELANDSCAPE16482 SOMERSET LANEHUNTINGTON BEACH, CA 92649(E) WATERMETER 5'-0"19'-1"5'-0"65'-0"100'-4"
122'-5"
6'-9"
3 STORY 2 STORY
60'-7"7'-10"
17'-10"
9'-7"11'-0"2 STORY
INFILL LINE TO THE NEIGHBORINFILL LINE TO THE NEIGHBORINFILL LINE TO THE NEIGHBOR33'-9"16'-3"

INFILL LINE TO THE NEIGHBOR

INFILL LINE TO THE NEIGHBORINFILL LINE TO THE NEIGHBORINFILL LINE TO THE NEIGHBORINFILL LINE TO THE NEIGHBOR SECOND FLOOR PLAN72'-5"
63'-9"9'-7"11'-0"55'-0"
INFILL LINE TO THE NEIGHBORINFILL LINE TO THE NEIGHBORINFILL LINE TO THE NEIGHBORDNBEDROOM 2UP BAL.THEATERW.I.CLOFTBATH 2LAUNDRYW.I.CBATH 3
BATH 4MAKE UP SAUNABEDROOM 3OFFICE
ELEV.
35 SF
STAIR 18 RISE / 11". TYPDNBEDROOM 2

OPEN TO BELOWUP
BAL.THEATERW.I.CWET BARLOFTBATH 2LAUNDRYW.I.CBATH 3
BATH 4MAKE UP SAUNABEDROOM 3OFFICESTOR.ELEV.
35 SF
LOT AREA: 7,215 SFLOT COVERAGE:(3,606 SF 2ND FLOOR) - 49.92%NEW AREA ADDED 2ND FLOOR 700 SF(N) ADD 700 SF NEW AREA ADDED 2ND FLOOR 508 SF(N) ADD 508 SF3,606 SF line is countedto lot coverage16'-5" FIX WD 4X 48"X20".TEMP
SHEET TITLE:PROJECT CAD FILE:PROJECT NUMBER:ASSOCIATES:SENIOR ASSOCIATE:JOB CAPTAIN:PROJECT DIRECTOR:REVISIONS:BUILDING DEPARTMENT SUBMITTAL:

NEW SINGLE FAMILYANHA design studioSHEET NUMBER:PLOT REFERENCE DATE:

CHI HOANG THUY VU
303/26/2025PLANNING DEPARTMENT
A1.0N NOTES:NO PROPOSED UPPER FLOOR BEDROOMOR BATHROOM WINDOWS ON SIDEELEVATIONS SITE PLAN OVERLOOK NEIGHBORHOODSITE PLANOVERLOOKNEIGHBORHOODSCALE:18" = 1' - 0" 111
123
3 3
2 5
(E)(N) X"x X"(E)(N) X"x X"
5'-0"20'-1"60'-3"
5'-0"55'-0"64'-11"
100'-4"
122'-5"
20'-0"2'-0"
71'-5"
6'-9"20'-5"
20'-8"25'-1"16'-0"39'-0"31'-0"8'-0"12'-2"2'-6"20'-6"65.00' PL7.87' PL61.36' PL 121.60' PL 100.15' PL
DN. 15"LOT AREA: 7,215 SF

KITCHEN

LANDSCAPELANDSCAPEISLAND
(E) DOCK
GREAT ROOMPANTRYDINING ROOMW.I.CUPWINE CEL.MUDROOM
BEDROOM 1BATH 1POW.ENTRANCEFOYERCOAT
(E) WATERMETER
ELEV.
(E) DECK

DRIVEWAY

RE-LOCATED ELECTRICALPANEL(E)GMRE-LOCATEDGAS METER
(E)1' LINE ABOVE

LINE ABOVE
LOT COVERAGE:(3,439 SF) - 47.66%3 CARS GARAGE682 SF(N) ADD 438 SFNEW AREAADDED1ST FLOOR 438 SF NEW AREAADDED1ST FLOOR 343 SF(N) ADD 343 SF1'-0"16'-5"3,439 SF line is countedto lot coverage 16'-10"

65.00' PL7.87' PL61.36' PL 121.60' PL
100.15' PL
DN. 15"
DN. 6"
(E)EM
DN. 12"
DN. 14"DN. 6"DN. 6"GREAT ROOMDININGNOOKFAMILY ROOM(E) 2 CAR488 SF BED ROOM 1LAUN.

W.I.CBATH 1POW.ENTRANCEDRIVEWAY
(E) DECK(E) DOCK5'-0"65.00' PL7.87' PL61.36' PL 121.60' PL 100.15' PL
64'-11"
100'-4"
122'-5"GARAGE(E) 1ST LIVING AREA2,674 SF
245 SF
166 SF
12 SF
CUT OFF LIVING AREAFROM EXISTING HOUSE 210 SFCUT OFF LIVING AREAFROM EXISTING HOUSE 12 SF CUT OFF LIVING AREAFROM EXISTING HOUSE 245 SF(E)RE-LOCATED ELECTRICALPANEL(E) WATERMETER (E)GMRE-LOCATEDGAS METER9'-8"55'-0"
5'-0"
23'-4"5'-0"21'-7"31'-8"16482 SOMERSET LANEHUNTINGTON BEACH, CA 92649 (E)
SHEET TITLE:PROJECT CAD FILE:PROJECT NUMBER:ASSOCIATES:SENIOR ASSOCIATE:JOB CAPTAIN:PROJECT DIRECTOR:REVISIONS:BUILDING DEPARTMENT SUBMITTAL:

NEW SINGLE FAMILYANHA design studioSHEET NUMBER:PLOT REFERENCE DATE:

CHI HOANG THUY VU
303/26/2025PLANNING DEPARTMENT
EXISTING SITE PLANPROPOSED SITE PLANA1.1LEGENDAND DEMO FLOORPROPOSED SITE PLANSCALE:18" = 1' - 0"EXISTING SITE PLAN AND DEMO FLOOR PLANPLANN SCALE:18" = 1' - 0"1 NOTE1. THAT ALL POOL/SPA, FIRE PIT, BBQ, AND CANTILEVERED DECK IMPROVEMENTS ARE NOT A PART (N.A.P.) OF THIS REVIEW AND APPROVAL AND WILL REQUIRE SEPARATE PERMITS.1 3 3
3 (E)(N) X"x X"(E)(N) X"x X"
55'-0"63'-10"
16'-0"39'-0"18'-11"5'-0"64'-11"
17'-10"

65.00' PL7.87' PL61.36' PL 121.60' PL
100.15' PL
DOCK
DNBEDROOM 2UP
BAL.THEATERW.I.CLOFTBATH 2LAUNDRYW.I.CBATH 3
BATH 4MAKE UP SAUNABEDROOM 3OFFICE
ELEV.
35 SF
(E)
STAIR 18 RISE / 11". TYP

65.00' PL7.87' PL61.36' PL 121.60' PL
100.15' PL
DOCK
DNBEDROOM 2

OPEN TO BELOWUP
BAL.THEATERW.I.CWET BARLOFTBATH 2LAUNDRYW.I.CBATH 3
BATH 4MAKE UP SAUNABEDROOM 3OFFICESTOR.ELEV.
35 SF
(E)LOT AREA: 7,215 SFLOT COVERAGE:(3,606 SF 2ND FLOOR) - 49.92%NEW AREA ADDED 2ND FLOOR 700 SF(N) ADD 700 SF NEW AREA ADDED 2ND FLOOR 508 SF(N) ADD 508 SF3,606 SF line is countedto lot coverage16'-5"19'-5" 72'-5"BATH 2BATH 3BED ROOM 2BED ROOM 3
BAL.

W.I.CBED ROOM 4BED ROOM 6BED ROOM 5W.I.CBATH 4BATH 5W.I.CBATH 6BAL.(E) 2ND LIVING AREA2,425 SF 200 SFCUT OFF LIVING AREAFROM EXISTING HOUSE 200 SF 62'-4"
22'-10"29'-9"32'-2"35'-3"55'-0"
SHEET TITLE:PROJECT CAD FILE:PROJECT NUMBER:ASSOCIATES:SENIOR ASSOCIATE:JOB CAPTAIN:PROJECT DIRECTOR:REVISIONS:BUILDING DEPARTMENT SUBMITTAL:

NEW SINGLE FAMILYANHA design studioSHEET NUMBER:PLOT REFERENCE DATE:

CHI HOANG THUY VU
303/26/2025PLANNING DEPARTMENT
FLOOR PLAN,PROPOSED 2NDA1.2LEGEND(E) 2ND FLOOR PLANPROPOSED 2ND FLOOR PLANEXISTING 2ND FLOOR PLAN AND DEMO AND DEMON SCALE:18" = 1' - 0"SCALE:18" = 1' - 0"1 4 43
5 (E)(N) X"x X"(E)(N) X"x X"

65.00' PL7.87' PL61.36' PL 121.60' PL
100.15' PL
DOCK
DNBAL.BATH 5W.I.CFOYER
FAMILY ROOMBEDROOM 5
BEDROOM 4ELEV.1,237 SF123 SF14'-7"
12'-6"4'-8"25'-10"9'-10"8'-10"3'-6"13'-0"
28'-0"16'-1"17'-4"
55'-0"
11'-8"13'-6"8'-10"4'-8"13'-6"13'-6"
FLAT ROOF LINE ABOVE2ND FLOOR

ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW

ROOF BELOW ROOF BELOW
LINE ABOVE2ND FLOOR6'-4" SET BACK6'-4" SET BACK3'-4"12'-6"BAL.43 SFSLOPE2% DECK DRAIN, TYP.SLOPE2%SLOPE2%SLOPE2%42"GLASS RAILING. TEMP. 72'-5"
65'-3"
55'-0"5'-0"6'-7" SET BACK3'-0"
3'-0"SLOPE 5:12SLOPE 5:12
SLOPE 5:12SLOPE 5:12SLOPE 5:12
SLOPE 5:12
SLOPE 5:12
SLOPE 5:122'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"SLOPE 5:12SLOPE 5:122'-0"2'-0"2'-0"

FLAT ROOF BELOW
ROOF BELOW ROOF BELOW6'-7" SET BACK
2ND FLOOR 2ND FLOOR ROOF BELOW 2ND FLOOR ROOF BELOW 2ND FLOOR ROOF BELOW 2ND FLOOR ROOF BELOW 2ND FLOORROOF LINE IN3RD FLOOR BAL.43 SFSLOPE2%SLOPE2%SLOPE2%SLOPE2%TO BELOW5'-0"3'-6" 72'-5"
55'-0"
67'-3"
55'-0"
SHEET TITLE:PROJECT CAD FILE:PROJECT NUMBER:ASSOCIATES:SENIOR ASSOCIATE:JOB CAPTAIN:PROJECT DIRECTOR:REVISIONS:BUILDING DEPARTMENT SUBMITTAL:

NEW SINGLE FAMILYANHA design studioSHEET NUMBER:PLOT REFERENCE DATE:

CHI HOANG THUY VU
303/26/2025PLANNING DEPARTMENT
FLOOR PLAN ANDPROPOSED 3RDA1.3LEGEND(N) ROOF PLANPROPOSED 3RD FLOOR PLAN(N) ROOF PLANN SCALE:18" = 1' - 0"SCALE:18" = 1' - 0" 22 32
2 43 33
3 4
55 (E)(N) X"x X"(E)(N) X"x X"
16'-0"39'-0"
8'-9"4'-0"1'-6"7'-11"18'-1"15'-4"16'-4"4'-2"11'-10"3'-0"12'-2"8'-0"3'-6"6'-8"4'-2"11'-8"4'-2"1'-6"1'-8"2'-8" 17'-10"24'-4"9'-4"12'-6"3'-2"16'-6"6'-1"16'-10"3'-6"3'-5"20'-2"21'-10" 4'-8"4'-8"1'-10"3'-6"0'-8"1'-2"3'-6"11'-2"1'-8"4'-0"11'-2"6'-4"13'-10"4'-9"6'-8"1'-0"5'-10"6'-0"4'-2"12'-0"5'-4"1'-6"1'-6"11'-0"2'-2"3'-8"11'-8"3'-8"1'-6"15'-10"10'-0"6'-10"8'-10"2'-8"5'-4"5'-2"6'-2"9'-2"6'-4"2'-0" 15'-6"1'-3"8'-4"14'-10"15'-0"
1'-8"
1'-8"
5'-0"
5'-6"55'-0"
16'-0"39'-0"
8'-9"4'-0"1'-6"7'-11"18'-1"15'-4"16'-4"4'-2"11'-10"3'-0"12'-2"8'-0"3'-6"6'-8"4'-2"11'-8"4'-2"1'-6"1'-8"2'-8" 17'-10"24'-4"9'-4"12'-3"12'-6"3'-2"16'-6"6'-1"16'-10"13'-3"3'-6"3'-5"21'-10"16'-6"12'-3"5'-0"4'-6"4'-2"1'-6"1'-10"3'-6"0'-6"0'-8"2'-3"4'-0"13'-3"11'-2"5'-4"1'-8"4'-6"5'-0"8'-3"4'-0"11'-0"6'-0"11'-2"6'-4"13'-10"4'-9"6'-0"11'-8"3'-8" 10'-0"8'-10"2'-8"5'-4"5'-2"6'-2"9'-2"6'-4"2'-0"
15'-6"1'-3"8'-4"14'-10"15'-0"
14'-8"1'-8"
1'-8"
B-BA2.2
5'-0"5'-0"2'-6"
121.60' PL
100.15' PL DNBEDROOM 2UP
BAL.THEATERW.I.CLOFTBATH 2LAUNDRYW.I.CBATH 3
BATH 4MAKE UP SAUNABEDROOM 3OFFICE
ELEV.
35 SF
D32"X96"D32"X96"D42"X96"D36"X96"D32"X96"D34"X96"FIX WD 2X 36"X20"HUNG WD 3X 46"X84".TEMPFIX WD 3X 46"X20".TEMP HUNG WD 4 48"X84".TEMPFIX WD 4X 48"X20".TEMPHUNG WD 3 48"X72".TEMP SLOPE2%SLOPE2%GLASS RAILING. TEMP.

STAIR 18 RISE / 11". TYP3'-6" RAILING HIGH. TYP3'-6" RAILING HIGH. TYP121.60' PL 100.15' PL DNBEDROOM 2

OPEN TO BELOWUP
BAL.THEATERW.I.CWET BARLOFTBATH 2LAUNDRYW.I.CBATH 3
BATH 4MAKE UP SAUNABEDROOM 3OFFICESTOR.ELEV.
35 SF
D32"X96"
D42"X96"D36"X96"D32"X96"D34"X96"
FIXD 3X 47"X116".TEMP
HUNG WD 3X 46"X84".TEMPFIX WD 3X 46"X20".TEMP
HUNG WD 4 48"X84".TEMPFIX WD 4X 48"X20".TEMPHUNG WD 3 48"X72".TEMP DECK DRAIN, TYP.SLOPE2%SLOPE2%GLASS RAILING. TEMP.

A-AA2.2
B-BA2.2STAIR 18 RISE / 11". TYP3'-6" RAILING HIGH. TYP3'-6" RAILING HIGH. TYP C-CA2.33'-6" RAILING HIGH. TYPSTAIR 18 RISE / 11". TYP
(N) 2NS FLOOR
16'-5"FIXD 42"X96".TEMPSL D 3X 42"X108".TEMP
D32"X96"FIX WD 72"X109".TEMPFIX WD 42"X72"
LOT AREA: 7,215 SFLOT COVERAGE:(3,606 SF 2ND FLOOR) - 49.92% 3,606 SF line is countedto lot coverage
289 SF
FIX WD 4X 48"X20".TEMP
5'-0"5'-0"
5'-0"20'-1"5'-0"55'-0"
100'-4"
122'-5"
20'-0"2'-0"
6'-9"20'-5"
20'-8"25'-1"16'-0"39'-0"31'-0"8'-0"12'-2"
0'-9"16'-0"6'-5"26'-0"5'-10"20'-9"9'-0"8'-0"22'-6"
17'-6"17'-6"30'-0"2'-6"4'-2"1'-6"2'-0"13'-4"9'-6"8'-10"18'-1"7'-8"7'-0"5'-0"1'-6"1'-6"1'-6"3'-8"3'-0"9'-0"9'-0"1'-2"1'-0"0'-8"4'-2"5'-4"8'-0"5'-6"1'-2"7'-2"1'-0"6'-0"1'-0"5'-0"1'-7"7'-2"5'-6"7'-2"3'-0"2'-0"1'-0"12'-0"14'-7"2'-0"2'-0"10'-0"2'-0"12'-0"2'-1"10'-10"3'-4"2'-4" 12'-7"18'-2"4'-0"4'-0"3'-3"
8'-0"5'-11"4'-7"23'-6"18'-2"1'-4"
6'-5"6'-8"8'-2"4'-9"1'-4"6'-0"5'-6"54'-0"
2'-4"6'-0"1'-0"C-CA2.3
A-AA2.2
B-BA2.2
2'-6"16'-5"
121.60' PL
100.15' PL
DN. 15"

KITCHEN
LANDSCAPELANDSCAPEISLANDGREAT ROOMPANTRYDINING ROOMW.I.CUPWINE CEL.MUDROOM BEDROOM 1BATH 1POW.ENTRANCEFOYER3 CARS GARAGE682 SFCOATELEV.

D32"X96"D32"X96"
D36"X96"D32"X96"D32"X96"
GARAGE DOOR 16'X96"GARAGE DOOR 10'X96"
SLD 6X 48"X108".TEMPSLD 4X 48"X108".TEMP
D32"X96"
FIXD 3X 47"X116".TEMP
FIX WD 108"X24"SLWD 48"X60"
(E) DECK

DRIVEWAY

RE-LOCATED ELECTRICALPANEL(E)GMRE-LOCATEDGAS METER
SLOPE2%SLOPE2%
1' LINE ABOVEC-CA2.3
A-AA2.2
B-BA2.2

LINE ABOVE
LOT AREA: 7,215 SFLOT COVERAGE:(3,439 SF) - 47.66%
3,439 SF line is countedto lot coverage3' - 10"FIX WD 46"X120".TEMP10' - 0"WINDOW TYPE6' - 0"WINDOW SCHEDULEWidthHeightCountU FactorSHGC113' - 0"104' - 2"2' - 6"0.250.320.320.250.320.2512' - 0"9' - 0"0.320.2562' - 0"2' - 2"0.320.258' - 0"33' - 6"0.320.25110' - 8"2' - 8"0.320.2516' - 0"3' - 6"0.320.2547' - 0"4' - 0"0.320.2516' - 0"4' - 0"0.320.25FIX WD 42"X96".TEMPFIX WD 36"X68".TEMPFIX WD 30"X50".TEMPFIX WD 108"X24".TEMPFIX WD 26"X24".TEMPFIX WD 32"X128".TEMPFIX WD 42"X72".TEMPHUNG WD 48"X84".TEMPHUNG WD 48"X72".TEMP37' - 0"3' - 10"0.32HUNG WD 46"X84".TEMP0.2541' - 8"4' - 0"0.320.25FIX WD 48X20".TEMP14' - 2"3' - 0"0.32SL WD 36"X50".TEMP0.2515' - 0"4' - 0"0.32SL WD 48"X60"0.2518' - 0"3' - 0"0.32HUNG WD 36"X50".TEMP0.251DOOR SCHEDULEDOOR TYPEWidthHeightCount3 PIVOT DOOR 72"X120"6' - 0"10' - 0"D42"X96"3' - 6"9' - 0"U Factor15D36"X96"2' - 8"8' - 0"GARAGE DOOR 16'0"X96"18' - 0"9' - 0"18' - 0"16' - 0"1 D32"X96"6' - 0"10' - 0"GARAGE DOOR 108"X96"17SLIDING DOOR 48"X106".TEMP4' - 0"8' - 10"2 SLIDING DOOR 46"X80".TEMP3' - 10"6' - 8"SLIDING DOOR 42"X108".TEMP24' - 0"6' - 8"SLIDING DOOR 48"X80".TEMP33' - 0"8' - 0"12' - 10"8' - 0"D34"X96" SHEET TITLE:PROJECT CAD FILE:PROJECT NUMBER:ASSOCIATES:SENIOR ASSOCIATE:JOB CAPTAIN:PROJECT DIRECTOR:REVISIONS:BUILDING DEPARTMENT SUBMITTAL:

NEW SINGLE FAMILYANHA design studioSHEET NUMBER:PLOT REFERENCE DATE:

CHI HOANG THUY VU
303/26/2025PLANNING DEPARTMENT
2ND FLOOR PLAN1ST FLOOR PLAN ANDA1.4LEGENDN 1ST FLOOR PLANSCALE:316" = 1' - 0"2ND FLOOR PLANSCALE:316" = 1' - 0" 4 4
4 4
5 SLOPE 5:12SLOPE 5:12
SLOPE 5:12SLOPE 5:12SLOPE 5:12
SLOPE 5:12
SLOPE 5:12
SLOPE 5:12
BAL. 123 SF TO BELOW
2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"SLOPE 5:12SLOPE 5:122'-0"2'-0"2'-0" C-CA2.3
A-AA2.2
SOLAR PANEL255 SF5'-0"3'-0"SOLAR PANEL255 SF5'-0"3'-0"
2"X3"DOWNSPOUTDRAIN.TYPFLAT ROOF BELOW

ROOF BELOW ROOF BELOW
B-BA2.2
3" SCUPPERDRAIN.TYPSLOPE2%SLOPE2%2'-0"2'-0"2'-0"2'-0"

ROOF BELOW
LINE ABOVE2ND FLOOR
LINE ABOVE2ND FLOOR
ROOF LINE IN3RD FLOOR
BAL.43 SFSLOPE2%SLOPE2%SLOPE2%SLOPE2%TO BELOW5'-0"3'-6" 72'-5"
6'-7" SET BACKDNBATH 5W.I.CFOYER
FAMILY ROOMBEDROOM 5
BEDROOM 4ELEV.D32"X96"D32"X96"D32"X96"D32"X96"14'-7"
12'-6"
12'-2"3'-8"8'-10"12'-6"
28'-0"SLD 2X 46"X80".TEMP
FIX WD 3X 25"X24".TEMPHUNG WD 46"X46".TEMP
2'-9"8'-0"2'-3"
16'-1"11'-10"3'-2"4'-0"5'-9"4'-3"5'-10"5'-6"2'-4"4'-8"6'-2"7'-2"8'-0"5'-0"2'-4"3'-0"11'-6"4'-3"6'-8"5'-0"10'-0"4'-8"12'-6"1'-6"1'-6"1'-6"1'-6"1'-6" SLOPE2%
SLOPE2%FIX WD 32"X128".TEMPSTAIR 18 RISE / 11". TYP3'-6" RAILING HIGH. TYP1'-10"1'-10"DNBAL.BATH 5W.I.CFOYER FAMILY ROOMBEDROOM 5
BEDROOM 4ELEV.
1,237 SF123 SFD32"X96"D32"X96"D32"X96"D32"X96"
12'-6"
12'-2"3'-8"8'-10"12'-6"
SLD 2X 48"X80".TEMPSLD 2X 46"X80".TEMP
FIX WD 3X 25"X24".TEMP
2'-9"8'-0"2'-3"
16'-1"17'-4"3'-4"5'-0"13'-4"11'-10"3'-2"4'-0"5'-9"4'-3"5'-10"5'-6"2'-4"4'-8"6'-2"7'-2"8'-0"5'-0"2'-4"3'-0"11'-6"4'-3"6'-8"5'-0"10'-0"4'-8"3'-0"12'-6"1'-6"1'-6"1'-6"1'-6"1'-6" 3'-0" DECK DRAIN, TYP.

SLOPE2%
SLOPE2%42"GLASS RAILING. TEMP.FIX WD 32"X128".TEMP
A-AA2.2
B-BA2.2
STAIR 18 RISE / 11". TYP3'-6" RAILING HIGH. TYP1'-10"1'-10"C-CA2.3 BATH 4LAUNDRY4'-8"11'-8"8'-10"

FLAT ROOF OPEN TO BELOWVOIDVOIDVOIDVOID
VOID3'-8"6'-0"3'-4"2'-6"12'-6" ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOWLINE ABOVE2ND FLOOR
LINE ABOVE2ND FLOOR5' SET BACKBAL.43 SFSLOPE2% DECK DRAIN, TYP.SLOPE2%SLOPE2%SLOPE2%42"GLASS RAILING. TEMP.SLD 2X 48"X80".TEMP6'-6" 2'-0"SL WD 36"X42"
5'-0"6'-7" SET BACK3'-0"
SHEET TITLE:PROJECT CAD FILE:PROJECT NUMBER:ASSOCIATES:SENIOR ASSOCIATE:JOB CAPTAIN:PROJECT DIRECTOR:REVISIONS:BUILDING DEPARTMENT SUBMITTAL:

NEW SINGLE FAMILYANHA design studioSHEET NUMBER:PLOT REFERENCE DATE:

CHI HOANG THUY VU
303/26/2025PLANNING DEPARTMENT
ROOF PLAN3RD FLOOR PLAN ANDA1.53RD FLOOR PLANSCALE:316" = 1' - 0"ROOF PLANSCALE:316" = 1' - 0" ( A ) ATTIC AREA (SQUARE FEET) ( B ) DIVIDE ( A ) BY 300 AND MUTPLY BY 144 TO CACULATE THE TOTAL REQUIRED NET FREE VENTING AREA IN SQUARE INCHES. DIVIDE TOTAL BY 2 TO GET THE NET FREE VENTING REQUIRED BOTH HIGH AND LOW. (MUST PROVIDE VAPOR RETARDER HAVING TRANSMISSION RATE NOT EXCEEDING I PERM INSTALLED ON WARM SIDE OF INSULATION.) * DIVIDE (A) BY 150 AND MUTIPLY BY 144 CACULATE THE TOTAL REQUIRED NET FREE VENTING AREA IN SQUARE INCHES. DIVIDE TOTAL BY 2 TO GET THE NET FREE VENTING REQUIRED BOTH HIGH AND LOW. ( C ) TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED BY GABLE END ATTIC VENTS. ( SEE ATTIC VENT CHART FREE AREA FOR EACH VENT) ( D ) TOTAL SQUARE INCHES OF NET FREE VENTILATION AREA PROVIDED BY UNDER AIR VENTS. ( 95 SQ. IN. OF FREE AREA MIN. EACH VENT) ( E ) TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED BY UNDER EAVE VENT BLOCKS. (12 SQ. IN. OF FREE AREA MIN. EA.) ( F ) TOTAL SQUARE INCHES OF NET FREE VENTLATING AREA PROVED ATTIC VENTILATION CACULATIONS PER C.R.C. R806.2 AS FOLLOWS:= GABLE END VENT= HIGH VENTH= LOW VENTL= AREA / 150 VENT*PROVIDE ACCESS AND VENTILATIOIAN FROM CALIFORNAFRAMED AREAS TO ADJACENT ATTC SPACES. REFER TOSTRUCTURAL DRAWINGS FOR SHEATHING PENETRATIONS.= VENT BLOCK AT TRUSS BAYNOTE: FOR ADDITIONAL GENERAL ATTIC / ROOF AIR VENTINGREQUIREMENTS REFER TO GENERAL NOTE SHEETS.= VENT BLOCK AT RAFTER BAY REQUIRED ATTIC VENTIVATIONATTIC VENTILATION CALCULATIONS(REFER TO "REQUIRED ATTIC VENTILATION" NOTES FOR ADDITIONAL INFORMATION)UNIT 1AREA - 1AATTIC AREA(SQ.FT.)BREQ'DVENTING(SQ.IN.)CGABLE ENDVENTS(SQ.IN.)DO'HAGINROOF VENTS(SQ.IN.)EEAVEVENTS(SQ.IN.)FTOTALVENTINGPROVIDED(SQ.IN.)4,3731,0491,049HIGHLOWN/A(12)97.5= 1,049HIGHLOW1,049N/A(12)97.5= 1,0491,049(4,373 / 300) x 144 = 2,0992,099 / 2

1.TYPICAL ROOFING TO BE : CONCRETE 'S; TILE (ELE. 'A') CLASS 'A' BY EAGLE ROOFING ESR-1900 OR APPROVED EQUAL2.TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE TIGHT UNLESS NOTE OTHERWISE ON ROOF PLAN.3.TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE 12" UNLESS NOTED OTHERWISE ON ROOF PLAN. INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.INDICATES 5:12 LOPE UNLESS NOTED PTHERWISE ON ROOF PLANS.

ROOF PLAN NOTESROOF COVERING: (R902.1)- BARTILE CONCRETE ROOF INC. CLASS A CONCRETE TILE ICC-ESR 2778 OR APPROVED EQUAL- ROOF INSTALL INCORPORATE WITH THE MANUFACTURE'S INSTALLATION COMMENTS- LAYER UNDERLAYMENT (MIN. 30 Lbs. ASTM FEL T)- PROVIDE (2) LAYER VAPOR BARRIER IF ROOF SLOPE IS LOWER THAN 7:12DUCTS IN GARAGE OR PENETRATING THE WALL OR CEILINGSEPARATING THE DWELLING FROM THE GARAGE SHALL BECONSTRUCTED OF A MINIMUM 26 GAGE SHEET STEEL OR OTHERAPPROVED MATERIAL AND SHALL HAVE NO OPENING INTO THEGARAGE. CRC R302.5.2.NOTES ATTIC F.A.U. NOTES1.FURNACE SHALL BE LISTED FOR INSTALLATION IN ATTIC OR IN A FURRED SPACE.2.FURNACE SHALL BE LISTED FOR USE ON COMBUSTIBLE FLOORING.3.ATTIC, OPENING AND PASSAGEWAY SHALL BE LARGE ENOUGH FOR REMOVAL OF FURNACE.4.PROVIDE MINIMUM 24" WIDE SOLID CONTINUOUS FLOOR FOR PASSAGEWAY.5.FURNACE SHALL BE NOT MORE THAN 20 FT. FROM ATTIC OPENING.6.PROVIDE UNOBSTRUCTED LEVEL WORK SPACE OF 30"x30" MINIMUM IN FRONT OFEQUIPMENT.7.VENT THROUGH ROOF A MIN. OF 5 FT. ABOVE THE HIGHEST VENT COLLAR WHICH ITSERVES.8.FURNACE INSTALLATION SHALL MEET ALL LISTED CLEARANCES.9.RAISE PLATFORM AND PASSAGEWAY FLOOR SUFFICIENTLY SO INSULATION BENEATH WILLNOT BE COMPRESSED.1.REFER TO STRUCTURAL ENGINEERS DRAWINGS, DETAILS AND NOTES FOR INFORMATIONNOT SHOWN HERE.2.REFER TO TRUSS DRAWINGS FOR INFORMATION NOT SHOWN HERE.3.SECTIONS REFLECT THE 'A' ELEVATION (UNLESS NOTED OTHERWISE ).4.ROOF SLOPE(S) AND OVERHANG (S) MAY VARY PER ELEVATION. REFER TO THE ROOFNOTES AND ROOF PLANS AT EACH ELEVATION FOR MORE INFORMATION.5.TYPCIAL DIMENSIONS FOR A HEEL TRUSS. ( DIMENSION FROM TOP PLATE TO THE TOPOF TOP CHORD) .GENERAL SECTION NOTEST.O.T.CTOP PLTXX" NOTES250 SF SOLAR PANEL SPACE2 2
224 3
55 0'-8"12'-0"10'-0"12'-3"0'-9"34'-11"GLASS RAILING. TEMP.11 12 25123111155687788 9711512512512512 9'-0"
253'-6"GLASS RAILING. TEMP.1
0'-8"12'-0"10'-0"12'-3"0'-9"34'-11"GLASS RAILING. TEMP.1 112555 5677788 775125125125121121777

1. ESTATE EAGLE ROOFING TILE2. 2X6 BARGE, SEE DETAIL3. X EXPOSED RAFTER TAILS WITH SHAPED ENDS, SEE DETAIL ALL RAFTERTAIL TO BE EQUALLY SPACED. FRAMER TO COORDINATE WITH TRUSSENGINEER.4. EXTERIOR PLASTER OVER PAPER BACKED WITH WIRE MESH.5. EXTERIOR PLASTER SOFFIT OVER EXPANDED METAL LATH.6. I-COAT STUCCO SYSTEM7. EXTERIOR SIDING, SEE EXTERIOR FINISHES NOTES.8. EXTERIOR GRADE PLYWOOD SOFFIT.9. TONGUE AND GROOVE SOFFIT.10. SPACED 1 X 3 VERTICAL HARDIE TRIM AT 24" O.C.OVER EXTERIOR GRADE PLYWOOD OR M.D.DO. BOARD.11. EXPOSED HARDIE PLYWOOD OR M.D.O. BOARD.12. EXTERIOR GRADE PLYWOOD GRAIN FINISH.13. HIGH DENSITY FOAM TRIM, SEE ELEV. OR DETAIL FOR ACTUAL SIZE14. HIGH DENSITY FOAM WITH, SEE ELEVATION OR DETAIL FOR ACTUAL SIZE15. EXPOSED HARDIE TRIM, TREE ELEVATION OR DETAIL FOR ACTUAL SIZE.16. BIULT-UP 'CURVED' PLYWOOD TRIM OR M.D.O. BOARD.17. FIXED SHUTTERS, SEE ELEVATION FOR SIZE..18. POTSHELF, SEE DETAIL.19. PROVIDE G.I. PLASHING AT ALL EXPOSED WOOD TRIM.20. CONTINUOUS G.I. EXTERIOR PLASTER SCREED, SEE DETAIL.21. G.I. FLASHING ROOF TO WALL.22. G.I. FLASHING AND SADDLE / CRICKET.23. APPROVED TERMINATION CAP WITH SPARK ARRESTER FROM FIRE-PPLACE MANUFACTURER.24. LINE OF INTERIOR CEILING OR INTERIOR WALL.25. THIN-SET MASONRY VENEER.26. LIGHTED ADDRESS SIGN.27. SHAPED FOAM CORBEL, SEE DETAIL.28. SHARPE WOOD CORBEL, SEE DETAIL.29. WOOD POST(S). SEE PLAN FOR SIZE.

ELEVATION/ROOF NOTES

30. EXPOSED WOOD BEAM.31. MANUFACTURED COLUMN32. PRE-CAST CONCRETE COMPONENT / TRIM. SEE DETAIL.33. DECORATED34. NEWEL POST.FALSE TILE VENTS, SEE ELEVATION FOR LOCATION.35. WOOD RAILING, SEE DETAIL.36. DECORATIVE MATERIAL, SEE DETAIL.37. EXTERIOR PLASTER RECESS, SEE ELEVATION FOR LOCATION. DEPTH AND SIZE OF FINISHED OPENING.38. G.I. SCREENED AND LOUVERED 'GABLE END VENT', SEE ELEVATION FOR VENT SIZE AND LOCATION, SEE REQUIRED ATTIC VENTILATION CHART FOR MORE INFORMATION39. G.I. SCREENED 'ROOF' AIR VENT. SEE REQUIRED ATTIC VENTILATION CHART FOR MORE INFORMATION.40. DECORATIVE (FALSE) VENT / LOUVERED BOARD, SEE ELEV. FOR SIZE AND LOCATION.41. G.I. GUTTER AND DOWNSPOUTS, GUTTER LAYOUT AND DOWNSPOUT LOCATIONS TO BE FIELD VERIFIED.42. SYNTHETIC STONE VENEER BY EL DORADO, NER-601/ER-3568.43. MASONRY VENEER. SEE SLAB INTERFACE PLAN ( FOR EXTENT OF TOE FOOTING SEE SLAB INTERFACE PLAN).44. LINE OF +2" WAINSCOT. SEE ELEVATION FOR HEIGHT.45. LINE OF WAINSCOT FURRING. SEE ELEVATION FOR HEIGHT. SEE SLAB INTERFACE PLAN FOR MORE INFORMATION.46. G.I.REGLET FOR COLOR COAT CHANGE.47. MECHANICAL TUB ACCESS PANEL, CORROSION RESISTANT, VERIFY SIZE AND LOCATION. PAINT TO MATCH STUCCO COLOR.48. REPEAT DETAIL AT OPPOSITE SIDE OF OPENING.49. DECORATIVE TILE, SEE DETAIL.50. EXPOSE CORBELS WOOD FINISH EXTERIOR

EXTERIOR FINISHES

1.TYPICAL ROOFING TO BE : CONCRETE 'S; TILE (ELE. 'A') CLASS 'A' BY EAGLE ROOFING ESR-1900 OR APPROVED EQUAL2.TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE TIGHT UNLESS NOTE OTHERWISE ON ROOF PLAN.3.TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE 12" UNLESS NOTED OTHERWISE ON ROOF PLAN. INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.ROOF PLAN NOTESINDICATES 5:12 LOPE UNLESS NOTED PTHERWISE ON ROOF PLANS.

NO WINDOW AT 2ND FLOOR OF ADJACENTNEIGHBOR HOUSES ( BOTH SIDE ) A7. BALCONIES, DECK IMPERVIOUS MOISTURE BARRIER IS PROVIDED: WATERPROOFING ICC.ESR 2831A17. GLASS RAILING ICC. ESR 4688NO WINDOW AT 2ND FLOOR OF ADJACENTNEIGHBOR HOUSES ( BOTH SIDE ) NOTES: NOTES:

SCALE: 316" = 1' - 0"NORTH ELEVATION
SCALE: 316" = 1' - 0"SOUTH ELEVATION
SHEET TITLE:PROJECT CAD FILE:PROJECT NUMBER:ASSOCIATES:SENIOR ASSOCIATE:JOB CAPTAIN:PROJECT DIRECTOR:REVISIONS:BUILDING DEPARTMENT SUBMITTAL:

NEW SINGLE FAMILYANHA design studioSHEET NUMBER:PLOT REFERENCE DATE:

CHI HOANG THUY VU
303/26/2025PLANNING DEPARTMENTELEVATIONSA2.0REAR ELEVATION

FRONT ELEVATION
2 2
35 0'-8"12'-0"10'-0"12'-3"0'-9"34'-11"GLASS RAILING. TEMP.1 12 2610777 5125120'-8"12'-0"10'-0"12'-3"0'-9"34'-11"GLASS RAILING. TEMP.1 127769 51251251216

ELEVATION/ROOF NOTES

EXTERIOR FINISHES

1.TYPICAL ROOFING TO BE : CONCRETE 'S; TILE (ELE. 'A') CLASS 'A' BY EAGLE ROOFING ESR-1900 OR APPROVED EQUAL2.TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE TIGHT UNLESS NOTE OTHERWISE ON ROOF PLAN.3.TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE 12" UNLESS NOTED OTHERWISE ON ROOF PLAN. INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.ROOF PLAN NOTESINDICATES 5:12 LOPE UNLESS NOTED PTHERWISE ON ROOF PLANS.

NO WINDOW AT 2ND FLOOR OF ADJACENTNEIGHBOR HOUSES ( BOTH SIDE ) A7. BALCONIES, DECK IMPERVIOUS MOISTURE BARRIER IS PROVIDED: WATERPROOFING ICC.ESR 2831A17. GLASS RAILING ICC. ESR 4688 NO WINDOW AT 2ND FLOOR OF ADJACENTNEIGHBOR HOUSES ( BOTH SIDE ) NOTES: NOTES:

SCALE: 316" = 1' - 0"EAST ELEVATION
SCALE: 316" = 1' - 0"WEST ELEVATION
SHEET TITLE:PROJECT CAD FILE:PROJECT NUMBER:ASSOCIATES:SENIOR ASSOCIATE:JOB CAPTAIN:PROJECT DIRECTOR:REVISIONS:BUILDING DEPARTMENT SUBMITTAL:

NEW SINGLE FAMILYANHA design studioSHEET NUMBER:PLOT REFERENCE DATE:

CHI HOANG THUY VU
303/26/2025PLANNING DEPARTMENTELEVATIONSA2.1
1 1
11 RIGHT ELEVATIONLEFT ELEVATION
2 2
22 2
3 3
PANTRYDINING ROOM(N) 2X STUDS @16" O.C.WALL,COLOR TO MATCH (E)1-15 FIB. BATTS INSUL.,TYP.(E) FLOOR JOISTS.(E) FLOOR JOISTS.LOFTW.I.CSTOR.FOYERVOID VOID W.I.CW.I.C(N) FLOOR JOISTS.(N) FLOOR JOISTS. VAULTER CEILING(N) 2X C.J., SEE STRUCT'LWITH R30 INSUL.(N) ROOF STRUCTURESEE STRUCT'LSTEEL PICKET 4" O.C.SPACING (4" SPHERE CANNOT PASS THROUGH)4"2x14 STRINGERS@ 3 LOCATIONS (MIN)2x TREADS11"0'-11"3/4" PLYWOODRISERS (7.75" MAX)7.5"HANDRAIL, 34" TO 38"ABOVE TREAD NOSING (E) CONCRETE SLAB
42" RAILINGHIGH.TYP5'-11"
0'-8"12'-0"10'-0"12'-3"0'-9"34'-11"11'-8" set back13'-6" set back 5'-1"7'-3"11'-6"9'-0"11'-0"2'-0"2'-0"
512512512
BEDROOM 1COATELEV.POW.GREAT ROOMDINING ROOMELEV.42" GLASSRAILING. TEMP.BEDROOM 2W.I.CLOFTBEDROOM 3ELEV. VAULTER CEILING(N) 2X STUDS @16" O.C.WALL,COLOR TO MATCH (E)1-15 FIB. BATTS INSUL.,TYP.(N) FLOOR JOISTS.(N) FLOOR JOISTS.(N) 2X C.J., SEE STRUCT'LWITH R30 INSUL.TYP(N) ROOF STRUCTURESEE STRUCT'L(E) FLOOR JOISTS.(E) FLOOR JOISTS.42" RAILING HIGH (E) CONCRETE SLAB(N) 2X STUDS @16" O.C.WALL,COLOR TO MATCH (E)1-15 FIB. BATTS INSUL.,TYP.(N) FLOOR JOISTS.EXISTINGBULKHE AD BATH 46'-0"FOYERBATH 5W.I.CBEDROOM 5(N) 2X STUDS @16" O.C.WALL,COLOR TO MATCH (E)1-15 FIB. BATTS INSUL.,TYP.BAL. VAULTER CEILING VAULTER CEILING42" RAILING HIGH2'-0"2'-0"10'-9" SET BACK3'-6" 0'-8"12'-0"10'-0"12'-3"0'-9"34'-11"
9'-0"11'-0"
9'-0"11'-0"6'-0"3'-0"6'-7" set back1'-0"3'-0"
SHEET TITLE:PROJECT CAD FILE:PROJECT NUMBER:ASSOCIATES:SENIOR ASSOCIATE:JOB CAPTAIN:PROJECT DIRECTOR:REVISIONS:BUILDING DEPARTMENT SUBMITTAL:

NEW SINGLE FAMILYANHA design studioSHEET NUMBER:PLOT REFERENCE DATE:

CHI HOANG THUY VU
303/26/2025PLANNING DEPARTMENTSECTIONSA2.2
SECTION NOTES1.FASCIA BOARD.(SEE ELEVATION)2.BARGE BOARD.(SEE ELEVATION)3.EXPOSED RAFTER TAILS.(SEE ELEVATION)4.ROOFING MATERIAL, REFER TO ROOF PLAN NOTES.5.ROOF SHEATHING5A.TWO LAYER OF VAPOR BARRIER6.DESIGNED WOOD ROOF TRUSSES.6A. GUTTER7.HEEL STAND TRUSSES.8.GIRDER TRUSS.9.2X ROOF RAFTERS.10.2X ROOF JOISTS.11.2X CEILING JOISTS.12.RIDGE BEAM.13.FLUSH BEAM.14.DROPPED BEAM.15.HEADER.16.1X OVER 2X TOP PLATE AT NON-BEARING WALL.17.DOUBLE 2X TOP PLATE AT EXTERIOR AND BEARING WALLS.18.2X FLOOR JOISTS.19.DESIGNED FLOOR JOISTS.20.FLOOR SHEATHING.21.G.I. FLASHING AT (ROOF TO WALL).22.G.I. FLASHING AND SADDLE / CRICKET.23.EXPOSED BEAM.24.2X SOLE PLATE.25.2X P.T.D.F. SILL PLATE.26.2X4 STUDS.27.2X4 CRIPPLES.28.2X CEILING FURRING.29.2X BLOCKING.30.2x6 STUDS.31.PONY WALL. SEE PLAN FOR HEIGHT.32.BALLOON FRAMED WALLS. SEE STRUCTURAL FRAMING PLANS,STRUCTURAL CALCULATIONS AND GENERAL NOTES.33.2X STAIR STRINGERS AT 16" ON CENTER34.PLYWOOD TREADS AND RISERS.35.WINDER STAIR FRAMING W/ PLYWOOD TREADS.36.RIP 2X DECK JOISTS FOR 1/4" PER FOOT SLOPE.37.ELASTOMERIC DECKING OVER PLYWOOD SUBFLOOR. INSTALLED TOMANUFACTURER'S SPECIFICATIONS.38.2X 'NAIL SPACED' DECKING.39.ENCLOSED USABLE SPACE UNDER STAIRS SHALL BE PROTECTED ONENCLOSED SIDE WITH 1/2" GYPSUM BOARD C.R.C. R302.7.40.42" HIGH GUARD PER C.R.C. R3122.41.34"-36" HIGH HANDRAIL ABOVE NOSING PER C.R.C. R311.7.8.1.42.FIBERBATT INSULATION-SEE ENERGY COMPLIANCE SHEET.43.EXTERIOR FINISH, REFER TO ELEVATIONS.44.EXTERIOR CEILING / SOFFIT (SEE PLAN / ELEVATION).45.SHELF, 1/2" GYP. BOARD OVER 3/8" PLYWOOD.46.CONCRETE FLOOR SLAB.47.5/8" TYPE "X" GYP. BOARD 1-HOUR WALL & CEILING48.1/2" GYPSUM BOARD49.5/8" TYPE X GYP. BOARD 1-HOUR WALL EXTENDING TO FLOOR ABOVE.50.1 HOUR STC 50 TO 54 INTERIOR PARTITION SCALE: 316" = 1' - 0"SECTION A-A
SCALE: 316" = 1' - 0"SECTION B-B
23 0'-8"12'-0"10'-0"12'-3"0'-9"34'-11"225122'-6"3 CAR GARAGEDINING ROOMGREAT ROOMOFFICE42" GLASS RAILING.TEMP.STOR.THEATERFAMILY ROOMBALCONYBEDROOM 42'-0"(E) CONCRETE SLAB(N) CONCRETE SLAB(E) FLOOR JOISTS.(N) FLOOR JOISTS.(N) FLOOR JOISTS.(N) FLOOR JOISTS.(N) FLOOR JOISTS.(N) 2X STUDS @16" O.C.WALL,COLOR TO MATCH (E)1-15 FIB. BATTS INSUL.,TYP.(N) ROOF STRUCTURESEE STRUCT'L2x14 STRINGERS@ 3 LOCATIONS (MIN)3/4" PLYWOODRISERS (7.75" MAX)7.5"2x TREADS11"0'-11"STEEL PICKET 4" O.C.SPACING (4" SPHERE CANNOT PASS THROUGH)4"HANDRAIL, 34" TO 38"ABOVE TREAD NOSING42" RAILING HIGH VAULTER CEILING8'-2"9'-0"11'-8"11'-0"8'-2"9'-0"(N) 2X C.J., SEE STRUCT'LWITH R30 INSUL.512 3'-0"6'-7" set back 3'-6"6'-6" SET BACK3'-4"BAL.42" GLASS RAILING.TEMP.42" GLASS RAILING.TEMP.1'-0" ( A ) ATTIC AREA (SQUARE FEET) ( B ) DIVIDE ( A ) BY 300 AND MULTIPLY BY 144 TO CALCULATE THE TOTAL REQUIRED NET FREE VENTING AREA IN SQUARE INCHES. BOTH HIGH AND LOW. (MUST PROVIDE VAPOR RETARDER HAVING TRANSMISSION RATE NOT EXCEEDING I PERM INSTALLED ON WARM SIDE OF INSULATION.) * DIVIDE (A) BY 150 AND MULTIPLY BY 144 CALCULATE THE TOTAL REQUIRED NET FREE VENTING AREA IN SQUARE INCHES. DIVIDE TOTAL BY 2 TO GET THE NET FREE VENTING REQUIRED BOTH HIGH AND LOW. ( C ) TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED BY GABLE END ATTIC VENTS. ( SEE ATTIC VENT CHART FREE AREA FOR EACH VENT) ( D ) TOTAL SQUARE INCHES OF NET FREE VENTILATION AREA PROVIDED BY UNDER AIR VENTS. ( 95 SQ. IN. OF FREE AREA MIN. EACH VENT) ( E ) TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED BY UNDER EAVE VENT BLOCKS. (12 SQ. IN. OF FREE AREA MIN. EA.) ( F ) TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVED ATTIC VENTILATION CACULATIONS PER C.R.R. R806.2 AS FOLLOWS:= GABLE END VENT= HIGH ENDH= HIGH ENDL= HIGH END* PROVIDE ACCESS AND VENTILATION FROM CALIFORNIAFRAMED AREAS TO ADJACENT ATTIC SPACES. REFER TOSTRUCTURAL DRAWINGS FOR SHEATHING PENETRATIONS.= VENT BLOCK AT TRUSS BAYNOTE: FOR ADDITIONAL GENERAL ATTIC / ROOF AIR VENTINGREQUIREMENTS REFER TO GENERAL NOTE SHEETS.= VENT BLOCK AT RAFTER BAY

REQUIRED ATTIC VENTILATION

ELEVATION/ROOF NOTES

EXTERIOR FINISHES

1.TYPICAL ROOFING TO BE : CONCRETE 'S; TILE (ELE. 'A') CLASS 'A' BY EAGLE ROOFING ESR-1900 OR APPROVED EQUAL2.TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE TIGHT UNLESS NOTE OTHERWISE ON ROOF PLAN.3.TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE 12" UNLESS NOTED OTHERWISE ON ROOF PLAN. INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.ROOF PLAN NOTESINDICATES 5.5:12 LOPE UNLESS NOTED PTHERWISE ON ROOF PLANS.

A7. BALCONIES, DECK IMPERVIOUS MOISTURE BARRIER IS PROVIDED: WATERPROOFING ICC.ESR 2831A17. GLASS RAILING ICC. ESR 4688 SCALE: 316" = 1' - 0"SECTION C-C
SHEET TITLE:PROJECT CAD FILE:PROJECT NUMBER:ASSOCIATES:SENIOR ASSOCIATE:JOB CAPTAIN:PROJECT DIRECTOR:REVISIONS:BUILDING DEPARTMENT SUBMITTAL:

NEW SINGLE FAMILYANHA design studioSHEET NUMBER:PLOT REFERENCE DATE:

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REVISIONS:

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ANHA design studio Inc. 2015 - ALL RIGHTS RESERVED THE DRAWINGS, DESIGNS, INFORMATION, CONTENT AND PROCEDURES DESCRIBED HEREIN ARE FOR THE EXCLUSIVE USE OF ANHA design studio Inc. OR AFFILIATES,AND, AS SUCH, ARE NOT TO BE REPRODUCED IN ANY FORM OR MEDIA, CURRENT OR FUTURE, OR DISCLOSEDTO OTHERS WITHOUT THE WRITTEN CONSENT OF ANHA design studio Inc. DISTRIBUTION OR DUPLICATION OF THESE DOCUMENTS IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THESE RIGHTS. VISUALCONTACT WITH THESE DOCUMENT SHALL CONSTITUTEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 112/30/2025PLANNING DEPARTMENT203/06/2025PLANNING DEPARTMENT 16482 SOMERSET LANEHUNTINGTON BEACH, CA 92649
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SHEET TITLE:PROJECT CAD FILE:PROJECT NUMBER:ASSOCIATES:SENIOR ASSOCIATE:JOB CAPTAIN:PROJECT DIRECTOR:

REVISIONS:

BUILDING DEPARTMENT SUBMITTAL:

ROOMS ADDITIONANHA design studio
SHEET NUMBER:

PLOT REFERENCE DATE:

ANHA design studio Inc. 2015 - ALL RIGHTS RESERVED THE DRAWINGS, DESIGNS, INFORMATION, CONTENT AND PROCEDURES DESCRIBED HEREIN ARE FOR THE EXCLUSIVE USE OF ANHA design studio Inc. OR AFFILIATES,AND, AS SUCH, ARE NOT TO BE REPRODUCED IN ANY FORM OR MEDIA, CURRENT OR FUTURE, OR DISCLOSEDTO OTHERS WITHOUT THE WRITTEN CONSENT OF ANHA design studio Inc. DISTRIBUTION OR DUPLICATION OF THESE DOCUMENTS IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THESE RIGHTS. VISUALCONTACT WITH THESE DOCUMENT SHALL CONSTITUTEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 112/30/2025PLANNING DEPARTMENT203/06/2025PLANNING DEPARTMENT 16482 SOMERSET LANEHUNTINGTON BEACH, CA 92649
11/10/2024
16482 SOMERSET LANEHUNTINGOTN BEACH, CA 92649Tel: (714) 510 4754email: [email protected] 386 Via MontereyWestminsterCA 92683Tel: (714) 200 4122Email: [email protected] studio anhaTUDIO S

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CAL GREEN BUILDING

City Council/Public Financing AuthoritySeptember 16, 2025

City Council/Public Financing Authority
September 16, 2025