HomeMy WebLinkAboutPA2022-002_20220222_Plansgraham architecture expressly reserves its common law copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining the expressed written permission of graham architecture.
GRAHAM
a r c h i t e c t u r e
TEL: 949.715.2365E: carlton@grahamarchitecture.com
Laguna Beach, CA 926511278 Glenneyre St. # 107
Date No Description
DATE:
COVER SHEET
CS
12.21.21 WEDGE HOUSE 22172 EAST OCEAN FRONT , NEWPORT BEACH, CA 92663WEDGE HOUSE 2
2172 EAST OCEAN FRONT , NEWPORT BEACH, CA 92663
A.B.ANCHOR BOLT I.D.INSIDE DIAMETER
A.C.ASPHALT CONCRETE IN INCHA.F.F.ABOVE FINISH FLOOR INS INSULATION
ALUM ALUMINUM INT INTERIORALTALTERNATEJAN.JANITOR
APPROX APPROXIMATE JT JOINTARCHARCHITECTURALKITKITCHEN
BD BOARD L LENGTHBELBELOWLAVLAVATORY
BET BETWEEN M.C.MEDICINE CHESTBLDGBUILDINGM.O.MASONRY OPENING
BM BEAM MAS MASONRYBOTBOTTOMMAXMAXIMUM
BW BOTH WAYS MECH MECHANICALC.J.CEILING JOISTS MED MEDIUM
C.M.U.CONCRETE MET METALMASONRY UNITS MFG MANUFACTURER
C.O.CLEAR OPENING MIN MINIMUMCABCABINETMISC.MISCELLANEOUS
CEILG CEILING MTD MOUNTEDCEMCEMENT(N)NEW
CER CERAMIC N.I.C.NOT IN CONTRACTCLRCLEARN.T.S.NOT TO SCALE
COL COLUMN NAT NATURALCONCCONCRETEO.C.ON CENTER
CONN CONNECTION O.D.OUTSIDE DIAMETERCONSTCONSTURUCTIONOPGOPENING
CONT CONTINUOUS OPP OPPOSITECONTRCONTRACTORP.S.I.POUNDS / SQUARE
D DEPTH INCHD.F.DRINKING FOUNTAIN, PL PLATE
D.F.DOUGLAS FIR PLAS PLASTERD.S.DOWNSPOUT PLY PLYWOOD
DBL DOUBLE POL POLISH, POLISHEDDETDETAILPRPAIR
DIA DIAMETER PTD.PAINTEDDIMDIMENSIONRRADIUS, RAFTER
DN DOWN R.D.ROOF DRAINDRDOORR.O.ROUGH OPENING
DWG DRAWING R.R.ROOF RAFTERDWRDRAWERR.S.ROUGH SAWN
E.N.EDGE NAIL(ING)RA RETURN AIRE.W.EACH WAY REQ REQUIRED
EA EACH RI RISERELECELECTRIC, RM ROOM
ELEC ELECTRICAL S.S.STAINLESS STEELELEVELEVATIONS.C.SOLID CORE
E.G.EXISTING GRADE SCH SCHEDULEE.P.EXISTING PAVING SECT SECTION
EQ EQUAL SH SHELFEQUIPEQUIPMENTSHTGSHEATHING
EXH EXHAUST SIM SIMILAREXIST(E)EXISTING SPEC SPECIFICATIONS
EXP EXPOSED SQ SQUAREF.N.FIELD NAILING STD STANDARD
F.O.C.FACE OF CONCRETE STL STEELF.O.M.FACE OF MASONRY STRUCT STRUCTURAL
F.O.S.FACE OF STUD OR SYM SYMMETRICALFRMG.FRAMING T & B TOP AND BOTTOM
F.G.FINISH GRADE T & G TOUNGE AND GROOVEFINFINISHTTREAD,
F.F.FINISH FLOOR TEMP TEMPERED GLASSF.S.FINISH SURFACE T.C.TOP OF CURB
FT FOOT T.C.TOP OF CHIMNEYFTGFOOTINGT.W.TOP OF WALL
GA GAUGE T.R.TOP OF ROOFGALVGALVINIZEDTHKTHICK
G.F.I.GROUND FAULT T.T.TOP OF TRELLISINTERRUPTORTYPTYPICAL
G.F.R.C.GLASS FIBER U.N.O.UNLESS NOTED OTHERWISEREINFORCED CEMENT UR URINAL
G.I.GALVINIZED IRON V.T.VINYL TILEGLGLASSV.T.R.VENT THROUGH ROOF
GR GRANITE W WIDE, WIDTHGRDGRADEW.C.WATER CLOSET,
GYP. BD.GYPSUM BOARD WALL COVERINGH.M.HOLLOW METAL W/WITH
H.C.HOLLOW CORE WD WOODHCHANDICAPPEDWPWATERPROOF
HD HIGH DENSITY,W.R.WATER RESISTANTHDHOLD DOWN
HDW HARDWAREHRHOUR
HT HEIGHTHTRHEATER
graham architecture expressly reserves its common law copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining the expressed written permission of graham architecture.
GRAHAM
a r c h i t e c t u r e
TEL: 949.715.2365E: carlton@grahamarchitecture.com
Laguna Beach, CA 926511278 Glenneyre St. # 107
-2019 CALIFORNIA RESIDENTIAL CODE 9 (CRC)-2019 CALIFORNIA BUILDING CODE (CBC)-2019 CALIFORNIA ELECTRICAL CODE (CEC)-2019 CALIFORNIA MECHANICAL CODE (CMC)-2019 CALIFORNIA PLUMBING CODE (CPC)-2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS CODE ( BEES)-2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC)-LOCAL JURISDICTION AMENDMENTS
R E V I S I O N SBUILDING CODES
Date No Description
DATE:
TITLE SHEET
TS
A B B R E V I A T I O N S
V I C I N I T Y M A P
S Y M B O L S S H E E T I N D E X
P R O J E C T S U M M A R Y
G E N E R A L N O T E S
1.All work, including materials and workmanship, shall conform to the requirements of local codes, laws, and ordinances and as specified by all by all governing authorities whereapplicable. Reference is to the latest accepted edition or revision. In the event of conflict with code requirements, that code requirement or note which establishes the higher standard shall
take precedence.
2.The intention of the Contract Documents is to include all labor and materials, equipment, and transportation necessary for the complete and proper execution of the work.
3.The Contractor shall visit the job site prior to bidding any portion of the work. The Contractor shall verify all dimensions and conditions prior to beginning work. Should any conditionarise where the intent of the drawings is in doubt or where there is a discrepancy between the Contract Documents and the field conditions, or within the Contract Documents, theContractor shall notify the Architect immediately for clarification.
4.Dimensions are finished dimensions, from face of gyp to face of gyp or as indicated on drawings, unless noted otherwise.
5.Written dimensions take precedence. Do not scale drawings. Walls not dimensioned are to align with existing walls or be abutted or applied to existing walls per drawings. Doors arenot dimensioned. Refer to door schedule for sizes.
6.Reference to any detail or drawing is for convenience only and does not limit the application of such details or drawings.
7.The design, adequacy and safety of erection bracing, shoring, temporary supports, etc., is the sole responsibility of the Contractor. The Contractor shall be responsible for the stability ofthe structure and provide necessary bracing prior to the application of all shear walls, roof and floor diaphragms, and finish materials. The Contractor shall be responsible for initiating,maintaining, and supervising all safety precautions and programs in connection with the work.
8.The Structural, Mechanical, Plumbing, and Electrical Drawings, as well as the drawings of other consultants, are supplementary to the Architectural Drawings. It shall be the
responsibility of the General Contractor to check with the Architectural Drawings before the installation of work shown on the drawings of consultants. The Contractor shall bring anydiscrepancy between the Architectural Drawings and the drawings of the consulting engineers to the attention of the Architect for clarification. Any work installed in conflict with theArchitectural drawings and not brought to the Architect’s attention shall be corrected by the Contractor at the Contractor’s expense and at no expense to the Owner or Architect.
9.Prior to performance of work, the Contractor shall require each subcontractor to notify the Contractor of any work called out in the drawings for his trade that cannot be fully guaranteed.
10.Contractor shall verify the location and size of all openings with all drawings and manufactured items where applicable.
11.The Contractor shall supervise and direct the Work and be solely responsible for all construction, means, methods, techniques, sequences, and procedures, and for coordinating allportions of the Work.
12.The Contractor herein agrees to repair or replace any or all work, together with any other adjacent work which may be displaced in connection with such replacement, that may prove tobe defective in workmanship or materials within a period of one year form the date of acceptance, ordinary wear and unusual abuse or neglect excepted.
13.Contractor shall protect all existing structures, landscaping, materials, etc., during construction. Contractor shall patch and repair all surfaces disrupted or damaged during constructionto match existing adjacent surfaces.
14.The Contractor shall on a daily basis keep the premises free form all accumulations of waste material or rubbish caused by his employees, subcontractors, or work, and at thecompletion of the work shall remove all rubbish, debris, equipment, and surplus materials from in and about the building and leave the premises “broom clean”.
15.Any deviation from the Construction Documents or specifications by the Contractor or Owner without the Architect’s approval releases the Architect of responsibility and liability inconnection with all work so involved.
16.Clarifications on and/or inconsistencies with the drawings and specifications shall be brought to the attention of the Architect by the Contractor prior to commencement of work.Additional charges will not be granted based on claims of incomplete, inaccurate, or inconsistent drawings and specifications.
17.The requirements of Title 24 relating to energy conservation are taken into consideration in the design / construction of this project.
18.Licensed civil engineer that prepared the drainage plan shall certify at the completion of the project that the site drainage is in susbstantial compliance with the approved drainage plan.
19.This project requires structural obsversations by design engineer.
20.Owners on adjacent properties that must underpin their buildings due to the proposed excavation shall be notified in writing ten days prior to beginning the excavation. Copies of thesenotification letter shall be provided to the city prior to beginning the excavation.
21.All smoke alarms to be interconnected, the activation of one alarm will trigger all the alarms and shall be heard in all bedrooms over background noise levels with all intervening doorsclosed per 9007.2.10.3
22.These plans shall comply with the 2007 California Codes. CBC, CPC, CMC, CEC and all local City of Newport Beach codes and ordinances shall be adhered to in the construction ofthis project. It is the Contractor's responsibility to construct the project as per these codes.
23.The Contractor shall comply with current editions of all applicable codes and ordinances. The Contractor shall obtain all permits necessary to complete the work, including the BuildingPermit which the Owner shall pay for prior to the start of the work. Before final acceptance of any part of the work, the Contractor shall furnish the Architect with "Certificates of Inspection"and "Certificates of Occupancy" stating that the work has been approved by the Building Department.
24.The Contractor shall carry all needed insurance, licenses, fees, permits, taxes as required by law for the duration of the project.
25.The Contractor shall maintain liability insurance to protect himself and indemnify and hold the Owner and the Architect harmless from any and all claims for damages, for personal bodilyinjury or death, or property damage during the course of the contract. Fire Insurance shall be maintained by the Owner.
26.The Contractor shall provide sufficent means for protecting existing construction, new construction and materials from damage by other trades, weather, vandals for the course of theproject. The Contractor shall provide all barricades, fences and other items required by local ordinances and codes.
27.All plumbing fixtures, lighting fixtures, door hardware, finishes, hardware and miscellaneous items shall be selected and or approved by the Owner and Architect. "Or approved equal"means equal approved by the Architect.
28.Field samples and mock-ups shall be prepared at the site by the Contractor. Affected finish work shall not be started until the Architect has accepted as satisfactory the field samplesand or mock up in writing.
29.If the Contractor desires to use any other brand or manufacturer of equal quality, appearance and utility to the product specified, he shall request a substiution to the Architect withspecifications and samples. The Architect will accept or reject the request for substitution and his decision will be final. Unless substitutions are requested as provided herein, deviationsfrom the drawings and specifiacations will not be permited.
30.The Owner may order extra work or make changes by altering, adding to, or deducting from the work with a formal "Change Order". The contract sum shall be adjusted accordingly.Changes or alterations shall be approved by the Architect prior to the start of any work.
31.The Architect will in no way be responsible for how the work is performed, safety in, on or about the job site, nor means, methods or timeliness in the performance of the work.
32.The Architect reserves the right to reject any materials and work quality which are not considered to be up to the highest standards of the various trades involved. Such inferior material
or work quality shall be repaired or replaced as directed by the Owner at no additional cost to the Owner.
33.All findings of the Soils Report as prepared by the Geotechnical Engineer are part of these plans.
34.The Contractor shall notify the Architect immediately for direction in the event that any unusual conditions not covered by these plans are encountered during construction.
35.The Contractor shall have a superintendant at the job site whenever any work under this Contract is being performed in order to provide constant supervision.
36.The Contractor shall maintain the job site in a neat and safe condition in accordance with Title 8 of the Construction Safety Orders at all times during the construction period. TheContractor shall on a weekly basis, clean up, remove and dispose of all debris from the job.
37.The Contractor shall provide and locate all ducts, accces panels and return air grilles as required for the mechanical system. Prior to any mechanical work, the Contractor shall providethe Architect with drawings of the proposed locations of the above items. The Architect shall approve the drawings and the locations before any work shall begin.
38.All shoring and bracing necessary for construction of the project is the sole responsibility of the Contractor.
39.The Contractor shall submit 2 copies of required shop drawings, cut sheets, materials samples used in the project to the Architect before purchase and delivery to the site. All shopdrawings shall be approved by the Architect. The Architect's approval of such drawings shall not relieve the Contractor of responsibility for errors of any sort pertaining to the shop drawings.The Architect's approval is merely a review for the limited purpose of checking for conformance with the information given and the design concept expressed in the Contract Documents.The Contractor is responsible for the adequacy of the performance, dimensions given and the design criteria required by the Contract Documents.
40.All utilities shall be undergrounded to the nearest utility pole or transformer. The Contractor shall be responsible for any damage to underground utility lines. Where utility lines must bemaintained under a building, they must be properly sleeved through foundation walls. Contact DIG ALERT before starting any underground work.
41.This Project shall comply with NPDES, SUSMP, and BMP requirements.
42.Exterior walls shall be approved noncombustible or ignition resistant material, heavy timber, or log wall construction or shall provide protection from the intrusion of flames and embers in
accordance with standard SFM 12-7A-1.
43.Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles ( 107 lux) over the area of the room at a height of 30" above the floor level.
44.Stairways within dwelling units and exterior stairways serving a dwelling unit shall have an illumination level on tread runs of not less than 1 foot candle ( 11 lux ).
45.Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated in accordance with the International Mechanical Code 1203.4.2.1
1.Fire Sprinklers ( detailed drawings and specs shall be submitted to the
Bldg. Dept / NBFD )
R E V I S I O N SDEFERRED SUBMITTALS
2.22.22 WEDGE HOUSE 22172 EAST OCEAN FRONT , NEWPORT BEACH, CA 92663P R O J E C T T E A M
PROJECT ADDRESS
2172 East Oceanfront
Newport Beach, CA 92663
LEGAL DESCRIPTION
Lot 19, Tract 518, Newport Beach, California, Orange County
Zone: R-1 Single Family Residential
APN: 048-282-37
PROJECT DESCRIPTION
Demo existing S.F.R. and construct a one story single family residence with a pool, spa and landscaping
CODE ANALYSISCode:CBC, CPC, CMC, CECConstruction Type:V-B SPROccupancyR3 / U
AREA CALCULATIONS
PROPOSED AREAS:Lower Floor 753 sf
Total Habitable 753 sf
Garage 483 sf
Total Non-Habitable 483 sf
Total Area (Hab. + Non Hab.)1,236
Lot Area 4,038 sf
Buildable Area ( lot area - required setbacks)3,024 sf
Max F.A.R. floor area ratio ( B.A. X 2)6,048 sf
Total Area is less than Max allowable F.A.R. = Project complies OK 1,236 < 6,048 sf
SETBACKS
Front (beach side) 10'0"Rear (alley side)0"Side yards ( each )4'0"
OWNER
HELLE MCLAIN8 Strands913 Balmoral 2 Praed StreetLondon, UK W21JN
ARCHITECT
GRAHAM ARCHITECTURE1278 Glenneyre Street, #107Laguna Beach, CA 92651(949)715-2365
BUILDER
GALLO BUILDERS1105 North Coast Hwy.Laguna Beach, CA 92651(949)715-9874
SURVEYOR
GUIDA SURVEYING9241 Irivine Blvd. , Suite 100Irvine, CA 92618(949)777-2000
INTERIOR DESIGNER
LOUISE HOLT DESIGN96 Kensington High StreetLondon, UK W8(44)0-203-727-2671
GEOLOGIST
ROBERT MCCARTHY CONSULTING23 Corporate Plaza, Suite 150Newport Beach, CA 92660(949)629-2539
STRUCTURAL ENGINEER
T.B.D.
T-24 ENGINEER
T.B.D.
MECHAICAL ENGINEER
T.B.D.
CIVIL ENGINEER
(Fully sprinklered per NFPA 13D )
LOT COVERAGE DETERMINATION
Total Habitable Lower Floor + Garage = 1,236 sf FootprintFootprint / Buildable Area = 1,236 sf / 3,024 sf = 40.8 %
MINIMUM OPEN SPACE VOLUME DETERMINATION
15% X Buildable Lot Area ( 3,024 sf ) = 453.6 sf minimumOpen Volumes = 2,326 sf
2,326 sf > 453 sf = OK
2
A8
Section Number
Sheet Number
Detail Number
Sheet Number
3
A2
Door symbol - see door schedule
Window symbol - see window schedule
Keynote symbol - see keynotes
Color/material symbol - see color/fin. list
1
P-2
A
8'-0"Ceiling height symbol
10
Sheet Number
Interior ElevationNumber
A5
1
2
3
4
2 x wood stud wall
Concrete wall
Low wall - refer to spot elevation 0.00' a.f.f.TWTOAL ENGINEERING139 Avenida Navarro San Clemente, CA 92672(949)492-8586
S.E.13.36'
Based on 4 corners of the Lower footprint :
Max Height Elev. Determination Calc.
CORNER
N.W.
N.E.S.W.
Avg. ( E.) Grade
(E.) Grades at FootprintCorners in feet
13.05'
12.92'13.34'
13.16'
Max Bldg. Height Elev. = 13.16' + 29.0' = 42.16' ( for sloped 3:12 Roof )
Max Bldg. Height Elev. = 13.16' + 24.0' = 37.16' ( for Flat Roof )
Lot Slope Calc.
CORNER
( Highest ) S.E.
( Lowest ) N.E.
Distance between
Avg. Lot Slope %
(E.) Grades at FootprintCorners in feet
13.36'
12.92'
48.16'
.91 %
EXISTING SURVEYLOT SLOPE / MAX HEIGHT CALC.SITE PLAN
FLOOR PLANFLOOR AREA CALCS. ROOF PLAN
EXTERIOR ELEVATIONSEXTERIOR ELEVATIONSBUILDING SECTIONS
A-0.0A-0.1A-1.0
A-2.0A-2.1A-3.0
A-4.0A-4.1A-5.0
COVER SHEETTITLE SHEETCSTS
CIVILTITLE SHEETPRECISE GRADING AND DRAINAGE PLANSECTIONS AND DETAILSEROSION CONTROL / CONSTRUCTION POLLUTION PREVENTION PLAN
C-1
C-2C-3C-4
LANDSCAPEHARDSCAPE PLANPLANTING PLANL-1.0L-2.0
ARCHITECTURE
127,&(72&2175$&725
5(48,5(',163(&7,216
*5$',1*127(6
*(1(5$/*5$',1*127(6
(526,21&21752/127(6
'2&80(17$7,21
3523(57<&251(502180(17$7,21
(;,67,1*87,/,7,(6127(
PRECISE GRADING PLAN
LOT 19, BLOCK E, TRACT 518
2172 EAST OCEANFRONT, NEWPORT BEACH, CALIFORNIA
WEDGE GARDEN
6+((7,1'(;
&7,7/(6+((7
&35(&,6(*5$',1*3/$1
&6(&7,216$1''(7$,/6
&(526,21&21752/3/$1&216758&7,2132//87,2135(9(17,213/$1
-2%$''5(66
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DATE REVISED: 7-1-06
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5(48,5('&(57,),&$7,216$33529$/6
In addition to any certifications required by the agencies having jurisdiction over
this project, the following approvals from the Civil engineer of record are required:
1.Foundation forms for improvements on or abutting property lines is required
prior to concrete pour.
2.Location, size, and depth of all drain lines prior to backfill.
$'',7,21$/127(6
&,7<2)1(:3257%($&+127(6
6(&7,216(&7,21
35(/,0,1$5<&216758&7,21127(6
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12167250:$7(50$1$*(0(17
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Legend
Surveyor's Statement NEWPORT BEACH, CALIFORNIA 2172 EAST OCEAN FRONT9241 IRVINE BLVD, SUITE 100(949) 777-2000 FAX (949) 777-2050IRVINE, CALIFORNIA 92618EMAIL: GSICORP @ GUIDASURVEYING.COMGUIDA SURVEYING INC.REVISIONSBasis of Bearings:
Date of Survey
Benchmark Note:
(172.22)AT RFEO OCALIFFP.L.S. 7542PRO
STMITESSI O N AL L AND
V
E
ONIAF
.SYT TEOH
I
G
SUR
RPROPERTY CORNER SPOT ELEVATIONS
A-0.0
EXISTING SURVEY
A-0.1
LOT SLOPE / MAX HT. CALC.
SCALE:1/8" = 1'-0"
graham architecture expressly reserves its common law copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining the expressed written permission of graham architecture.
GRAHAM
a r c h i t e c t u r e
TEL: 949.715.2365E: carlton@grahamarchitecture.com
Laguna Beach, CA 92651
1278 Glenneyre St. # 107
Date No Description
DATE:2.22.22 WEDGE HOUSE 22172 EAST OCEAN FRONT , NEWPORT BEACH, CA 92663E OCEAN FRONT ALLEY CHANNEL
ROAD\U+
2
10
4
BBBB(00.00)FND MON CHIZ X NA
FND MON LTT "LS 5174" FLUSH
BBBB(00.00)FND MON 1" IP NA FLUSH
EXISTING
RESIDENCE
6' BLOCK WALL
CARPORT
CONCRETE PATTERN
CONCRETE PATTERN
NATURAL GROUND
SAND
LOT 17
BLOCK E
LOT 19
M.M. 17/33-66
ROOF
LOT 18LOT 16
TRACT NO. 518
SCO
S
S
T
ST
E
D F
EEEE(00.00)
(14.14)
(13.71)
(13.76)
(14.13)
(12.86)
(12.57)
(12.92)
(13.22)
(14.05)
(14.43)
(14.26)(15.06)
(14.23)
(13.32)
(13.45)
(12.98)
(12.45)
(12.16)
(12.03)(12.04)
(11.54)
(11.29)
(11.87)
(12.17)
(12.29)
(12.44)
(12.26)(13.15)(13.25)(13.33)(13.33)8" TREE
ACONGM(12.56)
MBX
GM (12.35)(12.43) FS(12.38) TC (11.89) FL(11.96) LIP (11.82) FL(11.86) LIP (11.72) FL(11.77) LIP (11.62) FL(11.68) LIP (12.42) TC (12.41) TC (12.29) TC EEEE(00.00)
(11.79) BW
(11.66) TC
(11.21) EOC
(11.69)
FND LTT "LS 4653" FLUSH
(11.87) BW
(11.59) TC
(11.24) EOC BBBB(00.00)AAAA(00.00)
(11.28) FL
(11.29) EOC EEEE(00.00)(11.51) BW(11.56) EOC EEEE(00.00)
(11.39) FL
(11.93) BW
(11.36) EOC
(11.41) EOC
(12.02) BW
(12.03) BW
(11.86) TC
(12.11) BW
(12.20) BW
EEEE(00.00)
(12.05) MOW
(12.27) MOW
(12.69) EOC
EEEE(00.00)
CCCC(00.00)
(12.69) EOC
(12.20)
EEEE(00.00)
(12.68) EMH
(11.40)
(11.56)
(12.24) TC
(11.77) EOC
(12.32) TC
(11.95) EOC
(12.12) TC
(12.44) TC
(12.17) EOC
(12.61)
(12.01)
W M
WMMHSS (11.90) RIM
(12.45) BW
(12.50) BW
(13.42) BW
(13.02) BW
(12.74) BW
(12.66) BW
(12.46) BW (12.23) BW
(13.58) BW
(12.60) BW
(13.22) BW
(13.14)
(12.75)
BENCH
BENCH
(12.29) MOW
(12.56)
(13.35)
(13.71)
(13.72) MOW
CCCC(00.00)
(13.42) MOW
(12.53) MOW
EEEE(00.00)
(13.14) WALL
EEEE(00.00)
(13.28) WALL
EEEE(00.00)
CCCC(00.00)
AAAA(00.00)
AAAA(00.00)
BBBB(00.00)(14.04) WALL
2' TIMBER WALL
(12.67) EOC
(12.94) EOC
(13.05) E.
EEEE(00.00)
(13.37) EOC
(15.53) WALL
(19.09) RWT
DOOR(13.04) FF (13.03) BLDL DOOR(13.08) FF (13.05) BLDL DOOR(13.03) FF (12.92) E.
EEEE(00.00)
CCCC(00.00)
3' DOOR
(13.17) FF
3' DOOR
(13.52) FF (13.11)(13.35)(13.22)(13.37)(23.67) DECK
(22.73)
(23.13) STEP
(23.57) STEP
(13.49) EOC
6' DOOR(13.61) FF STEP
(13.13) PWALL
(13.18) PWALL (14.83) BLDL 6' DOOR
(13.53) FF
(13.30) BLDL
6' DOOR
(13.55) FF
(13.37) EOC
(13.19) BLDL
(32.67) ROOF
AAAA(00.00)
(32.63) ROOF
5' DOOR(13.60) FF (13.38) BLDL
EEEE(00.00)
CCCC(00.00)
(13.32) EOC
(27.83) WIND
EEEE(00.00)
(30.80) WIND
CCCC(00.00)
(29.26) WIND
(30.86) WIND
EEEE(00.00)
(18.93) WIND
(18.94) WIND
(13.31) PWALL
(13.28) WALL
(13.19) PWALL
(13.24) PWALL
EEEE(00.00)
(13.25) WALL
(12.80) WALL
STAIRS(15.69) EOC
(15.24) WALL
2' CONCRETE WALL EEEE(00.00)
(13.66) PWALL
(12.32)(12.33)(12.34) TC (12.16)
ICV 6"
ICV 10"(13.05)WV
SG
SG
SG
SG SG
5.5' CONCRETE WALL
(12.45)(12.47)
(11.66)(11.42)
AAAA(00.00)
(13.34)(13.20) BLDL
(32.72) ROOF
(32.39) ROOF
EEEE(00.00)
CCCC(00.00)
(13.29) WALL
ICV 10"
BBBB(00.00)(12.54) WALL
EEEE(00.00)
(19.10) RWT
EEEE(00.00)
BBBB(00.00)(15.44) WALL
EEEE(00.00)
(14.89) WALL
4.4'
6' CONCRETE WALL
EEEE(00.00)
CCCC(00.00)
(12.04) TC
EEEE(00.00)
(12.21) TC
(11.79) EOC
(13.00) EOC
NATURAL GROUND
SAND
NATURAL GROUND
GRASS
GRASS
CONCRETE
CONCRETE
CONCRETE
SIDEWALK
SIDEWALK
GRASS
3.3'
S
T
VENT
VENT
EEEE(00.00)DDDD(00.00)
AAAA(00.00)
(12.16) TC
(12.10) BW
(12.51)
GUARD RAIL
(13.39)(1 5.05 ) (13.47) EOC
(13.47)
(13.45)(13.31) PWALL (13.44)
(13.42)(13.42)(13.40)(13.33)(13.36)(13.34)(14.25)
(14.96)
(13.45)GRASS GRASS(13.24)
(13.15)
(13.08)4.3'
3.4'
DECK
N09°28'54"E 94.72'N1
5
°
0
0'0
0
"W 44.17'
'00.0273=R
'52.92=L
'(13.18) PWALL DDDD(00.00) EEEE(00.00)(14.62) WALL/FS EEEE(00.00)(14.81) WALL/FS EEEE(00.00)DDDD(00.00)CCCC(00.00)(13.76) BDO
EEEE(00.00)DDDD(00.00)CCCC(00.00)BBBB(00.00)(33.21) O/H
(15.01) BDO
DDDD(00.00)CCCC(00.00)BBBB(00.00)(23.13) O/H EEEE(00.00)
(33.23) O/H
EEEE(00.00)
(32.61) O/H
EEEE(00.00)
3' DOOR
(15.19) FF
ROOF
BALCONY
BUILDING FOOTPRINT
BUILDING FOOTPRINT
OVERHANG
( E.) BUILDINGFOOTPRINT
BALCONY
BALCONYEEEE(00.00)DDDD(00.00)CCCC(00.00)BBBB(00.00)(12.52) FS
EEEE(00.00)
(32.46) O/H
ROOF
(23.61) DECK BU ILD IN G F O O T P R IN TBUILDING FOOTPRINT
N
LOT SLOPE + MAX HT. CALC.
(12.48)
(12.16)"20'72°00^=
(15.06)
"72'40°00=^
'00.0958=R '21.11=L
(14.90)(13.34)'98.97=L'00.04=R"25'52°411=^(13.12)48.16'
Existing Property Corner Spot Elevations
CORNER
N.W.
N.E.
S.W.
S.E.
(E.) Grades at FootprintCorners in feet
12.48'
12.16'
14.90'
13.34'
E.13.12'
PUBLIC PARK
S.E.13.36'
Based on 4 corners of the existing Lower footprint :
Max Height Elev. Determination Calc.
CORNER
N.W.
N.E.
S.W.
Avg. ( E.) Grade
(E.) Grades at FootprintCorners in feet
13.05'
12.92'
13.34'
13.16'
Max Bldg. Height Elev. = 13.16' + 29.0' = 42.16' ( for sloped 3:12 Roof )
Max Bldg. Height Elev. = 13.16' + 24.0' = 37.16' ( for Flat Roof )
Lot Slope Calc.
CORNER
( Highest ) S.E.
( Lowest ) N.E.
Distance between
Avg. Lot Slope %
(E.) Grades at FootprintCorners in feet
13.36'
12.92'
48.16'
.91 %
EXISTING
RESIDENCE
1236 SF FOOTPRINTF.F. 13.46'
PROPOSED
RESIDENCE
CCCC(00.00)(13.19) BLDL(13.34) E.(13.36) E.
( N.) BUILDINGFOOTPRINT20'-0"
LOT 19, BLOCK E, TRACT 518
LOT AREA = 4,038 SF
APN = 048-282-37 A-1.0
SITE PLAN
SCALE:1/8" = 1'-0"
graham architecture expressly reserves its common law copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining the expressed written permission of graham architecture.
GRAHAM
a r c h i t e c t u r e
TEL: 949.715.2365E: carlton@grahamarchitecture.com
Laguna Beach, CA 92651
1278 Glenneyre St. # 107
Date No Description
DATE:2.22.22 WEDGE HOUSE 22172 EAST OCEAN FRONT , NEWPORT BEACH, CA 92663N
SPIRAL
STAIR
4'-0"
E OCEAN FRONT ALLEY CHANNEL
ROADBBBB(00.00)FND MON CHIZ X NA
FND MON LTT "LS 5174" FLUSH
BBBB(00.00)FND MON 1" IP NA FLUSH
CONCRETE PATTERN
SAND
LOT 17
BLOCK E
LOT 18LOT 16
TRACT NO. 518
SCO
S
S
T
ST
E
D F
(14.14)
(13.71)
(13.76)
(14.13)
(12.86)
(12.57)
(12.92)
(13.22)
(14.05)
(14.43)
(14.26)(15.06)
(12.45)
(12.16)
(12.03)(12.04)
(11.54)
(11.29)
(11.87)
(12.26)GM (11.89) FL(11.96) LIP (11.82) FL(11.86) LIP (11.72) FL(11.77) LIP (11.62) FL(11.68) LIP (12.42) TC (12.41) TC (12.29) TC EEEE(00.00)
(11.79) BW
(11.66) TC
(11.21) EOC
(11.69)
FND LTT "LS 4653" FLUSH
(11.87) BW
(11.59) TC
(11.24) EOC BBBB(00.00)AAAA(00.00)
(11.28) FL
(11.29) EOC (11.51) BW(11.56) EOC (11.39) FL
(11.93) BW
(11.36) EOC
(11.41) EOC
(12.02) BW
(12.11) BW
(12.05) MOW
(12.27) MOW
(12.69) EOC
(12.69) EOC
(12.20)
(12.68) EMH
(11.40)
(11.56)
(12.24) TC
(11.77) EOC
(12.32) TC
(11.95) EOC
(12.12) TC
(12.44) TC
(12.17) EOC
(12.61)
(12.01)
W M
WMMHSS (11.90) RIM
(12.45) BW
(12.50) BW
(13.42) BW
(13.02) BW
(12.74) BW
(12.66) BW
(12.46) BW (12.23) BW
(13.58) BW
(12.60) BW
(13.22) BW
(13.14)
(12.75)
BENCH
BENCH
(12.29) MOW
(12.56)
(13.35)
(13.71)
(13.72) MOW
CCCC(00.00)
(13.42) MOW
(12.53) MOW
(13.14) WALL
(13.28) WALL
AAAA(00.00)
BBBB(00.00)(14.04) WALL
2' TIMBER WALL
WV
(12.45)(12.47)
(11.66)(11.42)
(12.04) TC
EEEE(00.00)
(12.21) TC
(11.79) EOC
NATURAL GROUND
SAND
NATURAL GROUND
GRASS
GRASS
CONCRETE
CONCRETE
CONCRETE
SIDEWALK
SIDEWALK
GRASS
S
T
VENT
VENT
(12.16) TC
(12.10) BW
(12.51)
GUARD RAIL
N09°28'54"E 94.72'N1
5
°
0
0'0
0
"W 44.17'
"20'72°00=^
'00.0273=R
'52.92=L
SAND
45.00'
"72'40°00=^
'00.0958=R '21.11=L91.88'44.60'
WEDGE HOUSE 1 - S.F.R.
EXISTING
RESIDENCE
LOT 19
4'-0"4'-0"4'-0"
S.Y.S.B.S.Y.S.B.S.Y.S.B.
EXISTING
RESIDENCE
4 '-0"
S.Y.S .B .10'-0"15'-0"R.O.W.F.Y.S.B.DRIVEWAY
+FS 13.38
FS 13.38+
FS 13.96+
+EG 15.10
+EG 13.00
+TW 16.00
+FS 13.04
FS 12.18++FS 12.30
+(FS 12.20)
+FS 13.92
FS 13.76+
+FS 13.92
FS 13.38+
+FS 13.38
FS 13.00+
+FS 13.48
FS 13.02+FS 13.04+
+FS 13.92
FS 13.84+
FS 12.84+
+FS 12.72
+FS 13.00
+FS 12.46
+FS 16.00
FG 13.00+
PA
PA PA
GARAGE
PUBLIC PARK
SUMPPUMP 4' HIGH TRASH ENCLOSUREPA
PA
PA
PA
PA
PA
GARAGE
DRIVEWAY
PA
PA
PA
GYM
MASTERBEDROOM
ENTRY
ROOF ABOVE
ROOF ABOVEFIRE STRIP
POOL
SPA
FF 14.0'
FF 14.0'
FS 13.5'
FF 13.46'
FS 13.46'
FS 13.08'
TERRACE
PA
+FS 13.38
+FS 13.38
+FS 13.92
+FS 13.92
KITCHEN
LIVING
DINING
MECH +POOL EQUIP.
20'-0"
FS 13.38+
FS 13.38+
FG 13.30+FG 13.30+FS 13.38+TILE ON BISON SYS.
BASALT PAVERS
+ TW 14.20
TW 14.20+
S.Y.S.B.
+EG 13.37
TW 19.00+ CONC. WALL AT 6' HIGH'98.97=L'00.04=R"25'52°411=^BATH
BEDROOMFF 13.46'
2 CAR
TW 14.20+
+FS 13.48
+ TW 19.00
FF 14.0'
FS 13.38+
PA PA
(12.48)
(14.90)
(12.16)
(13.34)
(13.12)
SITE PLAN
FS 13.38+
FS 13.38+
+ FS 13.3817'-7 1/2"29'-5 1/2"21'-9"4'-0"10'-9"24'-8"9'-11"S.Y.S.B.
4'-6 1/2"7'-10 1/2"
4'-0"16'-0"25'-10 1/2"5'-0 1/2"21'-9"14'-3"30'-8"8'-8"2'-4 1/2"LOT AREA = 4,038 SF
BUILDABLE AREA = 3,024 SF
MAX SF = BUILDABLE AREA X 2 = 6,048 SF
HAB. AREA = 753 SF
GARAGE AREA = 483 SF
TOTAL FOOTPRINT AREA = 1,236 SF ( Less than 6,048 SF )20'-0"TW 16.0+
5' HIGH POOL SECURITY 3' GLASS FENCE ON 2' LOW WALLN.B. 21.30.40 B
5' HIGH GATE
5' HIGH GATE
5' HIGH GATE
FS 15.46+
TW 19.00+ CONC. WALL AT 6' HIGH
PA
WEDGE HOUSE 2 - S.F.R.
LOT 19
CONC.
TILE
CONC.
CONC.
CONC.
CONC.
+TW 16.00
+EG 14.0
FLOOR PLAN
SCALE:1/4" = 1'-0"
A-2.0
graham architecture expressly reserves its common law copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining the expressed written permission of graham architecture.
GRAHAM
a r c h i t e c t u r e
TEL: 949.715.2365E: carlton@grahamarchitecture.com
Laguna Beach, CA 926511278 Glenneyre St. # 107
Date No Description
DATE:WEDGE HOUSE 22172 EAST OCEAN FRONT , NEWPORT BEACH, CA 92663 15' R.O.W.sand
2
A5.0 1
A5.0
LOT AREA = 4,038 SF
BUILDABLE AREA = 3,024 SF
MAX SF = BUILDABLE AREA X 2 = 6,048 SF
HAB. AREA = 753 SF
GARAGE AREA = 483 SF
TOTAL FOOTPRINT AREA = 1,236 SF ( Less than 6,048 SF )
2.22.2229'-5 1/2"CLOSET
4'-0"E OCEAN FRONT ALLEY 94.72'
4 4 .1 7 '
4'-0"S.Y.S.B.
F.Y.S.B.
+FS 13.38
FS 13.38+FS 13.96++EG 15.10+EG 13 .0 0TW 19.00++TW 16.0+FS 13.04FS 12.18++FS 12.30+FS 13.92FS 13.38++FS 13.38FS 13.04+FG 13.00+4' HIGH TRASH ENCLOSURE
DRIVEWAYROO
F ABOVEROOF ABOVE
POOL
SPA FS 13.46'FS 13.08'+FS 13.92MECH +POOL EQUIP.20'-0"FS 13.38+FS 13.38+FG 13.30+
FS 13.38+
basalt pavers
+ TW 14.20TW 14.20+FS 13.38+S.Y.S.B.+EG 13.37TW 19.00+TW 16.0+S.Y.S.B.29.25'NFLOOR PLAN
NOTES:
1. Setbacks are measured to face of finish2. Waterproofing of the residence required to 14.4' NAVD88
GARAGE2 CARconc.
TERRACEstone tile on bison sys.
FS 13.38+
KITCHENF.F. 13.46'stone BATHFF 13.46'stone
PA
PA
PA
PA
PA
+ TW 19.00
+FS 12.24'4% Slope21'-7"W.H.Elec.11.12''98.97=L
20'-4 1/2"
BEDROOMFF 13.46'stone
P.L.
S.B.
P.L.
P.L.
S.B.
2 X wood stud wallskylight abv.2 x 8
2
A5.0
1
A5.0
PA
PA
SHWR.FS 13.38+FS 13.38++ FS 13.38conc.conc.conc.TV cab.Art Wall
17'-7 1/2"21'-9"24'-8"10'-0"10'-9"9'-11"4'-0"S.Y.S.B.4'-6 1/2"7'-10 1/2"2'-4 1/2"12"8"
ROOF ABOVE
1'-6"2'-6"7'-3"7 1/2"7 1/2"4'-6 1/2"21'-4"4'-0"16'-0"25'-10 1/2"5'-0 1/2"21'-9"14'-3"30'-8"8'-8"
LIVINGF.F. 13.46'stone
24"REF.
24"REF. /FRZ.
24"Pantry
DW
DINING
Trash
D.S.
D.S.
D.S.D.S.
D.S.
5' Gate 5' Gate5' Gat
eFS 15.46+FG 13.79++EG 14.0
FLOOR AREA CALCS.
SCALE:1/4" = 1'-0"
A-2.1
graham architecture expressly reserves its common law copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining the expressed written permission of graham architecture.
GRAHAM
a r c h i t e c t u r e
TEL: 949.715.2365E: carlton@grahamarchitecture.com
Laguna Beach, CA 926511278 Glenneyre St. # 107
Date No Description
DATE:WEDGE HOUSE 22172 EAST OCEAN FRONT , NEWPORT BEACH, CA 9266329'-5 1/2"4'-0"E OCEAN FRONT ALLEY 94.72'
4 4 .1 7 '
4'-0"S.Y.S.B.
F.Y.S.B.
+FS 13.38
FS 13.38++EG 13 .0 0 +FS 13.04FS 12.18++FS 12.30+FS 13.92FS 13.38++FS 13.38FS 13.04+4' HIGH TRASH ENCLOSURE
DRIVEWAYROO
F ABOVEROOF ABOVE
POOL
SPA FS 13.46'FS 13.08'+FS 13.92MECH +POOL EQUIP.20'-0"FS 13.38+FS 13.38+FG 13.30+
FS 13.38+
basalt pavers
+ TW 14.20TW 14.20+FS 13.38+S.Y.S.B.S.Y.S.B.29.25'NFLOOR AREA CALCS
GARAGE
LIVING
TERRACEstone tile on bison sys.
FS 13.38+
KITCHEN BATH
PA
PA
PA
PA
+ TW 19.00
+FS 12.24'4% Slope
15' R.O.W.sand
21'-7"W.H.11.12''98.97=L
20'-4 1/2"
BEDROOM
P.L.
S.B.
P.L.
P.L.
S.B.
DINING
PA
PA FS 13.38+FS 13.38++ FS 13.38conc.conc.conc.TV cab.17'-7 1/2"21'-9"24'-8"10'-0"10'-9"9'-11"4'-0"S.Y.S.B.4'-6 1/2"7'-10 1/2"2'-4 1/2"12"8"
ROOF ABOVE
1'-6"2'-6"7'-3"7 1/2"7 1/2"4'-6 1/2"21'-4"4'-0"16'-0"25'-10 1/2"5'-0 1/2"21'-9"14'-3"30'-8"8'-8"
LEGEND
HABITABLE AREA
GARAGE AREA
483 SF
753 SF
483 S.F.
526 S.F.
65 S.F.
157 S.F.
5 S.F.
LOT AREA = 4,038 SF
BUILDABLE AREA = 3,024 SF
MAX SF = BUILDABLE AREA X 2 = 6,048 SF
HAB. AREA = 753 SF
GARAGE AREA = 483 SF
TOTAL FOOTPRINT AREA = 1,236 SF ( Less than 6,048 SF )
12.21.21
ROOF PLAN
SCALE:1/4" = 1'-0"
A-3.0
graham architecture expressly reserves its common law copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining the expressed written permission of graham architecture.
GRAHAM
a r c h i t e c t u r e
TEL: 949.715.2365E: carlton@grahamarchitecture.com
Laguna Beach, CA 926511278 Glenneyre St. # 107
Date No Description
DATE:WEDGE HOUSE 22172 EAST OCEAN FRONT , NEWPORT BEACH, CA 9266312.21.21LOW CANOPY4'-0"E OCEAN FRONT ALLEY 94.72'
4 4 .1 7 '
4'-0"4'-0"S.Y.S.B.
10'-0"
F.Y.S.B.
+FS 13.38
+EG 13.00TW 19.00+FS 12.18++FS 12.30FG 13.00+4' HIGH TRASH ENCLOSURE - below
DRIVEWAY
HIGH SHED ROOF - metal
POOL
SPA
basalt pavers
+ TW 14.20TW 14.20+S.Y.S.B.S.Y.S.B.29.25'NROOF PLAN
NOTES: - Setbacks are measured to face of finish- Roof Height Cert. Required by City of N.B.
TERRACE
PA
PA
PA
PA
PA
+ TW 19.00
+FS 12.24'4% Slope
15' R.O.W.sand 11.12''98.97=L
P.L.
S.B.
P.L.
P.L.
S.B.TRAV. WALLHIGH SHED ROOF -metal
FLAT ROOF
SLOPE
2:12
SLOPE2:12flat glass skylightBELOWBELOW
BELOW
2'-7"2'-6"
2
A5.0
2
A5.0
S.S. METAL ROOF
S.S. METAL ROOFLOW SHED ROOF -metalLOW SHED ROOF -metal
FLAT ROOF
TRAV. WALL
built in gutter built i
n gutter1
A5.0 1
A5.0
R.D.
R.D.
R.D.R.D.
metal cap
metal cap
metal capLOW CANOPY1'-6"2'-6"
EXTERIOR ELEVATIONS
SCALE:1/4" = 1'-0"
A-4.0
graham architecture expressly reserves its common law copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining the expressed written permission of graham architecture.
GRAHAM
a r c h i t e c t u r e
TEL: 949.715.2365E: carlton@grahamarchitecture.com
Laguna Beach, CA 926511278 Glenneyre St. # 107
Date No Description
DATE:WEDGE HOUSE 22172 EAST OCEAN FRONT , NEWPORT BEACH, CA 926632.22.22
F.F. 13.46'P.L.T.R. 27.08'
2:12 slope
DRIVEWAY ALLEY
F.F. 13.46'
metal roof
steel canopy
stone tile wall
alum. windows
clerestory window
metal roof
steel canopy
stone tile wall
T.R. 27.08'
stucco
6' H. stucco wall
alum. break metal
wood siding
F.F. 13.46'P.L.S.B.P.L.S.B.PA
T.R. 27.08'
2:12 slope
8'-0"plate ht.4'-0"
metal roof
4'-0"
T.R. 27.08'
Garage front FS 13.08'
clerestory window
wood eaves
alum. break metal
steel canopy
stucco stone tilealum. break metal wood sidingstuccowood doors wood doors stucco
NORTH ELEV.ALLEY
EAST ELEV.FACING PUBLIC PARK
NOTES: - Setbacks are measured to face of finish- Roof Height Cert. Required by City of N.B.
Max. Ht. Limit 37.16'
Max. Ht. Limit 37.16'
6' H. stucco wall
5' H. gate
Max Bldg. Height Elev. = 13.16' + 29.0' = 42.16' ( for sloped 3:12 Roof )
Max Bldg. Height Elev. = 13.16' + 24.0' = 37.16' ( for Flat Roof )
EXTERIOR ELEVATIONS
SCALE:1/4" = 1'-0"
A-4.1
graham architecture expressly reserves its common law copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining the expressed written permission of graham architecture.
GRAHAM
a r c h i t e c t u r e
TEL: 949.715.2365E: carlton@grahamarchitecture.com
Laguna Beach, CA 926511278 Glenneyre St. # 107
Date No Description
DATE:WEDGE HOUSE 22172 EAST OCEAN FRONT , NEWPORT BEACH, CA 926632.22.22S.B.F.S. 13.46'P.L.T.R. 27.08'
10'-0"
setback
2:12 slope
DRIVEWAYALLEY
+FS 12.27'
TERRACEstone tile on bison sys.
F.F. 13.46'
stucco
BEACH
clerestory window
wood eaves
alum. break metalsteel canopy
alum. break metal
alum. doors
clerestory window
metal roof
steel canopy
+FS 13.04'
stucco
8'-8"plate ht.POOL
F.F. 13.46'P.L.S.B.P.L.S.B.PA
T.R. 27.08'
2:12 slope
8'-0"plate ht.4'-0"
TERRACEstone tile on bison sys.
F.F. 13.46'
metal roof
alum. doors
stucco
6' H. stucco wall
4'-0"
T.R. 27.08'
stone tile wall
stone tile wall beyond
5' H. Gate
SOUTH ELEV.OCEAN FACING
WEST ELEV.FACING MAIN HOUSE
NOTES: - Setbacks are measured to face of finish- Roof Height Cert. Required by City of N.B.
Max. Ht. Limit 37.16'
Max. Ht. Limit 37.16'
metal roof
PA SPA P.L.5' H. pool security glass fence
Max Bldg. Height Elev. = 13.16' + 29.0' = 42.16' ( for sloped 3:12 Roof )
Max Bldg. Height Elev. = 13.16' + 24.0' = 37.16' ( for Flat Roof )
T.R. 27.08'
S.B.PA SPA P.L.BUILDING SECTIONS
SCALE:1/4" = 1'-0"
A-5.0
graham architecture expressly reserves its common law copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining the expressed written permission of graham architecture.
GRAHAM
a r c h i t e c t u r e
TEL: 949.715.2365E: carlton@grahamarchitecture.com
Laguna Beach, CA 926511278 Glenneyre St. # 107
Date No Description
DATE:WEDGE HOUSE 22172 EAST OCEAN FRONT , NEWPORT BEACH, CA 92663 BEACH
LIVING DINING
SECTION 2
F.F. 13.46'P.L.S.B.P.L.S.B.PA
T.R. 27.08'
2:12 slope
8'-0"plate ht.hvac hvac1'-6"gyp. bd.
4'-0"
TERRACEstone tile on bison sys.
F.F. 13.46'
metal roof
alum. doors
stucco
6' H. stucco wall
4'-0"
T.R. 27.08'
F.S. 13.46'P.L.PA
T.R. 27.08'8'-0"hvac
P.L.10'-0"
setback
2:12 slope
FS 13.08'
GARAGEDRIVEWAYALLEY
+FS 12.27'
SECTION 1
TERRACEstone tile on bison sys.
F.F. 13.46'
stucco
clerestory window
wood eaves
metal roof
alum. break metalsteel canopy
alum. break metal
alum. doors
clerestory window
wood eaves
metal roof
alum. break metalsteel canopy
wood doors 1'-6"gyp. bd.
+FS 13.04'
stucco
stone tile wall beyond
T.R. 27.08'
NOTES: - Setbacks are measured to face of finish- Roof Height Cert. Required by City of N.B.
Max. Ht. Limit 37.16'
Max. Ht. Limit 37.16'
2.22.22
5' H. pool security glass fence
Max Bldg. Height Elev. = 13.16' + 29.0' = 42.16' ( for sloped 3:12 Roof )
Max Bldg. Height Elev. = 13.16' + 24.0' = 37.16' ( for Flat Roof )