ZONING SUBMITTAL
DELTA 1 01.20.2022
DELTA 2 04.27.2022
DELTA 3 08.22.2022
08.05.2021
DAVID B. FRITH
349 THIRD STREET
LAGUNA BEACH, CA 92651
949.376.3080
AINA & GORDON MCBEAN
MCBEAN RESIDENCE
31421 HOLLY DR
LAGUNA BEACH, CA 92651
PROJECT:
CLIENT:
PROFESSIONAL SEAL:
ARCHITECT OF RECORD:
SIGNATURE DATE
SUBMISSION DATE
SCALE: AS NOTED
PROJECT NO: 21110
SPRINKLER DETERMINATION
31421 HOLLY DR
EXISTING AREA VALUE PER SF VALUATION
HABITABLE AREA 1,875 S.F. 225.30 422,437.50
GARAGE 279 S.F. 89.26 24,903.54
DECKS 0 89.26 0.00
MECHANICAL / STORAGE 351 S.F. 89.26 31,330.26
TOTAL 478,671.30
PROPOSED AREA VALUE PER SF VALUATION
HABITABLE AREA ADDITION 760 S.F. 225.30 171,228.00
HABITABLE AREA REMODEL 340 S.F. 180.24 61,281.60
GARAGE 0 S.F. 89.26 0.00
DECKS 300 S.F. 89.26 26,778.00
MECHANICAL / STORAGE -351 S.F. 89.26 -31,330.26
TOTAL 227,957.34
RATIO= 48% COMPARED WITH 50%
SPRINKLERS NOT REQUIRED
ARCHITECT
BEACH BUS STUDIOS
349 THIRD STREET
LAGUNA BEACH, CA 92651
(949) 376-3080
CONTACT: DAVE FRITH
[email protected]
STRUCTURAL ENGINEER
CORE STRUCTURE, INC.
23172 PLAZA POINTE DR., SUITE 145
LAGUNA HILLS, CA 92653
(949) 954-7244
CONTACT: AMIR DEIHIMI
[email protected]
TITLE 24 ENERGY CONSULTANT
CARSTAIRS ENERGY CALCULATIONS
2238 BAYVIEW HEIGHTS DR, SUITE E
LOS OSOS, CA 93402
(805) 904-9048
CONTACT: TIMOTHY CARSTAIRS
[email protected]
PROJECT CONSULTANTS
PROJECT ADDRESS
31421 HOLLY DR
LAGUNA BEACH, CA 92651
OWNERS
AINA & GORDON MCBEAN
(949) 376-3080
LEGAL DESCRIPTION N TR 713 BLK LOT 205
ASSESSOR PARCEL NO. (APN) 056-061-16
PARCEL ID NO. (PIN) 1036
COUNTY OF ORANGE
ZONE DISTRICT R1
CONSTRUCTION TYPE V-B
BUILDING DOES NOT HAVE A FIRE SPRINKLER SYSTEM
PROJECT INFORMATION
SUMMARY OF EXTERIOR ARCHITECTURAL IMPROVEMENTS
1. ENCLOSE OUTDOOR PATIO, CONVERT TO HABITABLE AREA
2. MAIN LEVEL DECK ADDITION
3. THREE BAY WINDOWS
4. REPLACE AT GRADE EXTERIOR STAIR AT SIDE YARD AND ENTRY
5. NEW STANDING SEAM METAL ROOF TO REPLACE EXISTING
6. NEW HORIZONTAL SIDING
7. NEW DOORS AND WINDOW TO REPLACE EXISTING
8. NEW ROOF AT EXISTING ENTRYWAY
9. NEW NEW 6'Ø PRE-FABRICATED, FREESTANDING, SELF CONTAINED JACUZZI.
10. NEW AC COMPRESSOR
SUMMARY OF INTERIOR ARCHITECTURAL IMPROVEMENTS
11. KITCHEN AND BATHROOM REMODEL
SCOPE OF WORK
PROJECT SUMMARY TABLES
USE SFR ZONE R1 LOT SLOPE (%) 27%
ZONING STANDARDS
DESCRIPTION REQUIRED EXISTING PROPOSED CONFORMS
LOT AREA 6,000 S.F. 6,874 S.F. NO CHANGE YES
LOT WIDTH 70'-0" 54'-5" NO CHANGE NO
LOT DEPTH 80'-0" 126'-2" NO CHANGE YES
MAX BUILDING HEIGHT 30'-0" 20'-2" NO CHANGE YES
MAX HEIGHT FROM CURB 15'-0" 9'-8" NO CHANGE YES
SETBACKS:
FRONT YARD
5'-0" GARAGE
10'-0" HOUSE
7'-1" GARAGE
26'-11" HOUSE NO CHANGE YES
REAR YARD 20'-0" 50'-0" NO CHANGE YES
SIDE YARDS (E) 54.22' FRONT + 60' REAR = 114.22'
/ 2 = 57.11' AVERAGE WIDTH
* 20%=11.42' TOTAL S.Y.S.B. (11'-5")
4'-4" (4'-9" EXISTING) NO CHANGE YES
SIDE YARDS (W) 7'-1" NO CHANGE YES
LOT COVERAGE
(BSC)
BSC %: 35 + (8000-6874) x 9
/ 4000 = 38%
2,124 S.F. 2,149 S.F. YES 31% 31%
LANDSCAPE OPEN SPACE
1,532 S.F. 4,316 S.F. 4,037 S.F. YES 22% MIN. 63% 59%
PARKING 2 COVERED SPACES 1 COVERED NO CHANGE NO
PROJECT DATA
DESCRIPTION EXISTING PROPOSED TOTAL REMODEL
LIVING AREA:
BASEMENT 602 S.F. 351 S.F. 953 S.F. 140 S.F.
MAIN LEVEL 1,273 S.F. 409 S.F. 1,682 S.F. 200 S.F.
TOTAL 1,875 S.F. 760 S.F. 2,635 S.F. 340 S.F.
GARAGE 279 S.F. NO CHANGE 279 S.F.
ELEVATED DECK 0 S.F. 300 S.F. 300 S.F.
MECHANICAL / STORAGE 351 S.F. -351 S.F. 0 S.F.
EXISTING REMOVED REMAINING DEMO TOTAL
FLOOR AREA:
BASEMENT 602 S.F. 0 S.F. 602 S.F. 0%
MAIN LEVEL 1,273 S.F. 0 S.F. 1,273 S.F. 0%
ROOF AREA 2,124 S.F. 374 S.F. 1,750 S.F. 18%
TOTAL EXTERIOR WALL 387'-9" L.F. 110'-3" L.F. 277'-6" L.F. 28% TOTAL WALL + ROOF 46%
SITE WORK
GRADING (CUBIC YARDS) OUTSIDE BUILDING
FOOTPRINT
INSIDE BUILDING
FOOTPRINT
TOTAL
CUT 0 CUBIC YARDS 0 CUBIC YARDS 0 CU. YD.
FILL 0 CUBIC YARDS 0 CUBIC YARDS 0 CU. YD.
NET EXPORT 0 CUBIC YARDS 0 CUBIC YARDS 0 CU. YD.
IMPERVIOUS SURFACES
LOT AREA % OF LOT AREA
EXISTING PROPOSED EXISTING PROPOSED
STRUCTURE 2,124 S.F. 2,149 S.F. 31% 31%
HARDSCAPE
(INCL. DRIVEWAY) 430 S.F. 702 S.F. 6% 10%
TOTAL 2,554 S.F. 2,851 S.F. 37% 41%
EXTERIOR BUILDING LIGHTING
EXISTING EGRESS DOORS 3 PROPOSED EGRESS DOORS 6
EXISTING FIXTURE COUNT 3 PROPOSED FIXTURE COUNT 15
FIXTURE TYPE WATTAGE LUMUNES QUANTITY COMMENTS
RECESSED STAIR LIGHT 0 365 10
WALL SCONCE 3 365 4
RECESSED SOFFIT LIGHT 0 365 1
TOTAL 15
LANDSCAPE LIGHTING
EXISTING FIXTURE COUNT 10 PROPOSED FIXTURE COUNT 10
FIXTURE TYPE WATTAGE LUMUNES QUANTITY COMMENTS
GARDEN LIGHT 10 365 10
TOTAL 10
COMBINED TOTAL 25
COVER SHEET
1 NORTH
31421 HOLLY DR
LAGUNA BEACH, CA 92651
GENERAL NOTES
1. ALL CONSTRUCTION SHALL COMPLY WITH, BUT SHALL NOT BE LIMITED TO THE LATEST EDITION AND ORDINANCES OF:
2019 CALIFORNIA BUILDING CODE (CBC)
2019 CALIFORNIA RESIDENTIAL CODE (CRC)
2019 CALIFORNIA MECHANICAL CODE (CMC)
2019 CALIFORNIA PLUMBING CODE (CPC)
2019 CALIFORNIA ELECTRICAL CODE (CEC)
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBS)
2019 CALIFORNIA ENERGY EFFICIENCY STANDARDS (CEES)
2019 CALIFORNIA FIRE CODE
CITY OF LAGUNA BEACH REGULATION AND ORDINANCES
2. A STAMPED SET OF APPROVED PLANS SHALL BE KEPT AT THE JOB SITE AT ALL TIMES.
3. THE CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO THE START OF CONSTRUCTION.
4. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT AND THE OWNER PRIOR TO PROCEEDING WITH THE WORK THE
CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ERRORS AFTER THE START OF CONSTRUCTION WHICH IS NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT.
5. THE CONTRACTOR IS RESP0NSIBLE FOR PROTECTING ANY ON-SITE UTILITIES FROM DAMAGE DURING THE COURSE OF CONSTRUCTION.
6. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
7. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PERMITS AND INSPECTIONS, OTHER THAN PLAN CHECK AND BUILDING PERMIT FEES PROVIDED BY THE OWNER.
8. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION AND
SERVICES NECESSARY FOR SUCCESSFUL COMPLETION OF THE WORK ALL EQUIPMENT, WORK AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE CODES AND GOVERNING AGENCIES.
9. THE CONTRACTOR SHALL MAINTAIN LIABILITY INSURANCE TO PROTECT HIMSELF AND HOLD THE
ARCHITECT AND OWNER HARMLESS FROM ANY AND ALL CLAIMS FOR DAMAGES FOR PERSONAL, BODILY INJURY, DEATH OR PROPERTY DURING THE COURSE OF THE CONTRACT. FIRE INSURANCE SHALL BE MAINTAINED BY THE OWNER.
10. TEMPORARY POWER AND WATER, WORKERS' TOILET FACILITIES, PARKING AND MATERIAL STORAGE SHALL BE PROVIDED BY THE CONTRACTOR.
11. THE CONTRACTOR SHALL PROTECT ALL FINISHED WORK AND ADJACENT SURFACES FROM DAMAGE
DURING THE COURSE OF CONSTRUCTION AND SHALL REPLACE AND/OR REPAIR ANY AND ALL DAMAGE CAUSED BY THE WORKERS.
12. ALL CONSTRUCTION WASTE & DEBRIS MUST BE CONTAINERIZED AT ALL TIMES. UPON COMPLETION
OF THE WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN AND ALL DEBRIS SHALL BE REMOVED FROM THE SITE.
13. RECESSED BOXES, EQUIPMENT, CABINETS AND THE LIKE, 8" X 8" OR LARGER, IN "1 - HOUR RATED WALLS", SHALL MAINTAIN A 1-HOUR CONSTRUCTION RATING.
14. DIMENSIONS SHOWN ON FLOOR PLANS, SECTIONS AND DETAILS ARE TO FACE OF STUDS, CENTERLINE OF COLUMN, FACE OF MASONRY, FACE OF CONCRETE UNLESS NOTED OTHERWISE.
15. DOOR LOCATIONS NOT ESTABLISHED BY DIMENSIONS SHALL BE CENTERED IN WALL OR BE LOCATED 4 1/2" FROM ADJACENT WALL TO ALLOW FOR DOOR CASING.
16. ANY DRILLING OR NOTCHING OF STUDS FOR ELECTRICAL WIRING, UTILITY LINES, BRACING ETC.
SHALL CONFORM TO LOCAL CODE.
17. ALL GUARDRAILS SHALL BE A MINIMUM OF 42" HIGH. INTERMEDIATE MEMBERS SHALL NOT ALLOW A 4" DIAMETER OBJECT TO PASS THROUGH.
18. PROVIDE A MINIMUM STUD SIZE OF 2 X 6 WHERE USING 2" PLUMBING FIXTURES.
19. PROVIDE FULLY TEMPERED IMPACT GLAZING AT SHOWER/TUB ENCLOSURES AND AT WINDOWS ADJACENT TO BATHTUBS.
20. ALL NEW GLAZING SHALL COMPLY WITH STANDARDS OF THE U.S. CONSUMER PRODUCT SAFETY COMMISSION. MANUFACTURER TO SUPPLY CERTIFICATE OF COMPLIANCE TO THE OWNER.
21. ALL TOILETS SHALL BE "ULTRA FLUSH" TYPE AS REQUIRED BY STATE. ALL SHOWER HEADS AND LAVATORY FAUCETS TO BE LOW FLOW.
22. GARAGE DOOR SPRINGS TO BE STATE APPROVED WITH BREAK RETAINERS AND MANUFACTURERS LABELS.
23. WHERE LANDSCAPE IRRIGATION LINES ARE INSTALLED, ONLY LOS ANGELES COUNTY HEALTH DEPARTMENT APPROVED BACKFLOW PREVENTION DEVICES MAY BE UTILIZED.
24. ALL INTERIOR FINISH MATERIALS SHALL MEET CLASS III FLAME SPREAD CLASSIFICATION, PER LOCAL CODE.
25. NAILING INSPECTION IS REQUIRED FOR ALL DRYWALL AND LATH AFTER INSTALLATION BEFORE TAPING AND FINISHING. CORNER BEADS TO BE NAILED. DRYWALL BOARD SPACING TO BE 3/8" MAXIMUM.
26. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO
WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES,TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE
CONSTRUCTION SHALL NOT BE WITHIN TEN FEET FROM ANY POWER LINES - WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.
27. EQ EMERGENCY GAS SHUT OFF VALVES TO BE INSTALLED ON ALL GAS FUEL LINES.
28. THE ARCHITECT SHALL BE PROVIDED A KEY OR COMBINATION TO THE LOCK ON JOB SITE GATES FOR ACCESS TO THE CONSTRUCTION SITE AT ALL TIMES.
29. MECHANICAL SUBCONTRACTOR TO PROVIDE THE ARCHITECT WITH A SCHEMATIC LAYOUT FOR ALL
MECHANICAL UNITS, DUCT RUNS, AND REGISTER LOCATIONS AND SIZES FOR REVIEW AND APPROVAL PRIOR TO ANY MECHANICAL ROUGH IN.
30. PROVIDE STRUCTURAL OBSERVATION PER CITY OF LOS ANGELES REQUIREMENTS.
31. DRAFT STOPPING (AT 10' INTERVALS HORIZONTAL AND VERTICAL SHALL BE PROVIDED WITHIN A
CONCEALED FLOOR/CEILIING ASSEMBLY FORMED OF COMBUSTIBLE CONSTRUCTION, ATTICS,
MANSARDS, OVERHANGS, OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, BETWEEN ATTIC AND
CHIMNEY CHASE, AT STAIR STRINGERS, AND SIMILAR CONCEALED SPACES FORMED OF COMBUSTIBLE CONSTRUCTION PER LOCAL CODE.
32. ENCLOSED USEABLE SPACE UNDER INTERIOR STAIRS REQUIRES 1-HOUR FIRE RESISTIVE CONSTRUCTION ON THE ENCLOSED SIDE PER LOCAL CODE.
33. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND; OR OBTAIN A NECESSARY PERMIT FROM STATE OF CALIFORNIA, DIVISION OF OCCUPATIONAL SAFETY & HEALTH (CAL/OSHA, 714-558-4451). THIS PERMIT AND ANY OTHER SAFETY PERMIT SHALL BE OBTAINED PRIOR TO COMMENCE OF ANY WORK.
34. IT IS THE CONTRACTOR OR OWNER RESPONSIBILITY TO PROVIDE ONE HARD SET OF PLANS WITH THE COUNTY APPROVAL STAMP IN THE FIELD FOR THE INSPECTOR TO VIEW.
VICINITY MAP REFERENCE ONLY
MCBEAN RESIDENCE
31421 HOLLY DR, LAGUNA BEACH, CA 92651
SHEET INDEX
1 COVER SHEET
2 SITE PLANS
3 FIRE DEPARTMENT SITE ACCESS PLAN
4 SURVEY / STAKING PLAN
5 EXTERIOR LIGHTING PLANS
6 NOT USED
7 BUILDING SITE COVERAGE CALCULATION
8 EXISTING AREA CALCULATIONS
9 PROPOSED AREA CALCULATIONS
10 DEMOLITION PLANS
11 NEW WORK PLANS
12 ROOF PLANS
13 EXTERIOR ELEVATIONS
14 EXTERIOR ELEVATIONS
15 EXTERIOR ELEVATIONS
16 EXTERIOR ELEVATIONS
17 BUILDING SECTIONS
118
ZONING SUBMITTAL
DELTA 1 01.20.2022
DELTA 2 04.27.2022
DELTA 3 08.22.2022
08.05.2021
DAVID B. FRITH
349 THIRD STREET
LAGUNA BEACH, CA 92651
949.376.3080
AINA & GORDON MCBEAN
MCBEAN RESIDENCE
31421 HOLLY DR
LAGUNA BEACH, CA 92651
PROJECT:
CLIENT:
PROFESSIONAL SEAL:
ARCHITECT OF RECORD:
SIGNATURE DATE
SUBMISSION DATE
SCALE: AS NOTED
PROJECT NO: 21110
190'
180'
170'
200'
1 2:12
1:12
1:12 126'-2" LOT DEPTH
31421 HOLLY DRIVE
4'-4"
7'-1"
S.Y.S.B.
S.Y.S.B.
7'-1" 5'-1"
7'-4"
4'-9"
20'-0" R.Y.S.B. 7'-1" 26'-11"
TERRACED LANDSCAPE AREA 50'-0" 73'-0"
1 2:12
31441 HOLLY DRIVE
31411 HOLLY DRIVE
℄ HOLLY DRIVE
℄ OCEAN VIEW STREET
EXISTING AREA OF
ROOF TO BE
DEMOLISHED
SHOWN DASHED
EXISTING CHIMNEY
TO BE REMOVED
54.22' 139.52'
60' 113.81' 17'-6"
17'-6"
EXISTING STAIRS
AND GATE TO BE
REPLACED
EXISTING STAIRS
TO BE REPLACED
EXISTING TERRACED
LANDSCAPE WALLS TO BE
CUTBACK FOR NEW STAIR 10'-0" F.Y.S.B. 5'-0" REDUCED GARAGE F.Y.S.B. 10'-0" F.Y.S.B.
EXISTING
STONE PATH
EXISTING
RETAINING WALL
EXISTING
RETAINING WALL
EXISTING
RETAINING WALL
T.O. EXISTING
WALL = 208'-6"
T.O. EXISTING
WALL = 202'-6"
T.O. EXISTING
CURB = 206'-0"
T.O. EXISTING
WALL = 199'-6"
T.O. EXISTING
WALL = 204'-0"
T.O. MAIN LEVEL F.F.
197'-3"
T.O. BASEMENT F.F.
188'-7"
T.O. GARAGE F.F.
206-3"
T.O. EXISTING
WALL = 201'-0" T.O. PATIO F.S.
196'-10"
EXISTING CHIMNEY
TO BE REMOVED
54'-5" LOT WIDTH 139'-0
1 2
"
190'
180'
170'
200'
x x x x x x
1'-0"
13'-2" 19'-5" 10'-0" F.Y.S.B. 73'-0" 50'-0" 26'-11"
4'-9"
7'-4"
7'-1" 5'-1"
S.Y.S.B.
S.Y.S.B.
7'-1"
4'-4" 126'-2" LOT DEPTH
CANTILEVERED
BAY WINDOW 113.81'
60' 139.52'
54.22'
NEW 5' HIGH WOOD
FENCE AND GATE
NEW AT GRADE
STAIR
NEW 6'-0" HIGH
WOOD FENCE
1. GENERAL CONTRACTOR TO VERIFY AND REVIEW
EXISTING SITE DRAINAGE REQUIREMENTS WITH
ARCHITECT TO DETERMINE IF THE SYSTEM
PROVIDES ADEQUATE SITE DRAINAGE.
2. OBTAIN A SEPARATE PERMIT FOR RETAINING
WALLS, GRADING, AND SHORING (IF REQUIRED).
3. VERIFY EXACT HARDSCAPE AND PLANT MATERIAL
LAYOUTS, MATERIALS AND SPECIFICATIONS WITH
THE ARCHITECT AND LANDSCAPE ARCHITECT.
4. SUBMIT ACTUAL SAMPLES OF ALL FINISH
MATERIALS TO THE OWNER AND ARCHITECT FOR
REVIEW AND APPROVAL PRIOR TO PURCHASE AND
INSTALLATION.
5. FIELD VERIFY WITH ARCHITECT ALL SITE POWER
AND FINISHED SITE LIGHTING LOCATIONS.
GENERAL NOTES
℄ OCEAN VIEW STREET
31411 HOLLY DRIVE
31441 HOLLY DRIVE
℄ HOLLY DRIVE 3:12 3:12
TERRACED LANDSCAPE AREA
31421 HOLLY DRIVE
1:12
1:12
1 2:12
BUILDING SETBACK
SITE WALL
FENCE
PROPERTY LINE
SITE PLAN LEGEND
20'-0" R.Y.S.B. 7'-1" 17'-6"
17'-6"
TRASH
STORAGE 5'-6"
NEW AC PRO ALLIED #4AC16L36P-50A
14 SEER CONDENSING UNIT. AC UNIT
TO MAINTAIN A 5-FOOT CLEARANCE
FROM ALL PROPERTY LINES.
MAXIMUM DECIBEL LEVEL TO BE 60
DB DURING THE DAY AND 50 DB AT
NIGHT. PROVIDE SOUND
ATTENUATION AND SHOCK
ABSORBENT BASE AS REQUIRED.
AC UNIT NOISE ANALYSIS
SOUND RATING OF EQUIPMENT 76 dB
+ EQUIPMENT LOCATION FACTOR <3 dB>
- BARRIER SHIELDING FACTOR <--->
- DISTANCE FACTOR <23.5>
- SOUND ATTENUATION REDUCTION <6dB>
TOTAL 76-26.5 = 49.5 dB (COMPLIES WITH CITY OF LB REQ.) 5'-0" REDUCED GARAGE F.Y.S.B. 17 A
17 B
REFERENCE SHEET 14
DETAIL 'C' FOR SOUND
ATTENUATION TECHNIQUES
REFERENCE SHEET 14
DETAIL 'D' FOR
MANUFACTURER'S
SPECIFICATION SHEET
7'-3"
PARKING SPACE #1
8'-8"x18'-0"
EXISTING
STONE PATH
EXISTING
RETAINING WALL
T.O. EXISTING
WALL = 188'-3"
T.O. EXISTING
WALL = 185'-6" 13'-7"
20'-0"
NEW AT GRADE
STAIR
NEW 4' HIGH WOOD
FENCE AND GATE
T.O. MAIN LEVEL F.F.
197'-3"
T.O. BASEMENT F.F.
188'-7"
T.O. GARAGE F.F.
206-3"
T.O. EXISTING
WALL = 208'-6"
T.O. EXISTING
WALL = 202'-6"
T.O. EXISTING
CURB = 206'-0"
T.O. EXISTING
WALL = 204'-0"
T.O. EXISTING
WALL = 201'-0"
4'-0"
T.O. PATIO F.S.
196'-10" 6"
PROVIDE 5' HIGH WOOD POOL SECURITY
FENCING PER LBMC 25.50.016 AND LBMC
25.50.012 (A). THE FENCE SHALL HAVE
SELF-CLOSING GATES AT LEAST FIVE FEET
HIGH WITH SELF-LATCHING MECHANISM.
LATCHES SHALL BE INSTALLED AT LEAST
FOUR FEET ABOVE GROUND LEVEL.
NEW 6'Ø PRE-FABRICATED,
FREESTANDING, SELF CONTAINED
JACUZZI. JACUZZI TO BE COVERED
WITH LOCKABLE COVER WHEN NOT
IN USE. AN AUTOMATIC FILL DEVICE
IS NOT TO BE USED.
17" HIGH STEP / SEAT
AROUND 6' Ø JACUZZI
5'-0"
54'-5" LOT WIDTH 139'-0
1 2
"
SITE PLANS
2 1 1/8" = 1'-0"
EXISTING SITE PLAN
NORTH
2 1/8" = 1'-0"
PROPOSED SITE PLAN
NORTH
119
ZONING SUBMITTAL
DELTA 1 01.20.2022
DELTA 2 04.27.2022
DELTA 3 08.22.2022
08.05.2021
DAVID B. FRITH
349 THIRD STREET
LAGUNA BEACH, CA 92651
949.376.3080
AINA & GORDON MCBEAN
MCBEAN RESIDENCE
31421 HOLLY DR
LAGUNA BEACH, CA 92651
PROJECT:
CLIENT:
PROFESSIONAL SEAL:
ARCHITECT OF RECORD:
SIGNATURE DATE
SUBMISSION DATE
SCALE: AS NOTED
PROJECT NO: 21110
DIMENSIONS SHOWN ARE
AS THE HOSE WOULD
LAY ON THE SLOPE, TYP.
ALL STAIRS TO BE
NON-COMBUSTIBLE
CONSTRUCTION, AND BUILT
IN COMPLIANCE WITH CBC
CHAPTER 10 REQUIREMENTS
ALL WEATHER 3' WIDE ACCESS
PATH, FIRE DEPARTMENT ACCESS
AREAS WITHOUT STAIRS
(INCLUDING REAR YARD) TO NOT
HAVE A SLOPE EXCEEDING 10%.
150' HOSE PULL FROM POINT B
(MEASURED AS THE HOSE LAYS)
150' HOSE PULL FROM POINT A
(MEASURED AS THE HOSE LAYS)
EXISTING FIRE HYDRANT
31421 HOLLY DRIVE
℄ HOLLY DRIVE 19'-2" 10'-0"
8'-3" 7'-10"
7'-8" 4'-0"
27'-8" 41'-5"
45'-0" 72'-4" 10'-0" 62'-4" FURTHEST POINT OF BUILDING FROM APPARATUS ACCESS ROAD UNOBSTRUCTED VERTICAL CLEARANCE OF 13'-6" FIRE ACCESS ROADWAY 20'-0" UNOBSTRUCTED ROADWAY WIDTH
POINT A POINT B
℄ OCEAN VIEW STREET
SPRINKLER DETERMINATION
PROJECT ADDRESS
31421 HOLLY DR
LAGUNA BEACH, CA 92651
OWNERS
AINA & GORDON MCBEAN
(949) 376-3080
LEGAL DESCRIPTION N TR 713 BLK LOT 205
ASSESSOR PARCEL NO. (APN) 056-061-16
PARCEL ID NO. (PIN) 1036
COUNTY OF ORANGE
ZONE DISTRICT R1
CONSTRUCTION TYPE V-B
BUILDING DOES NOT HAVE A FIRE SPRINKLER SYSTEM
PROJECT INFORMATION
SUMMARY OF EXTERIOR ARCHITECTURAL IMPROVEMENTS
1. ENCLOSE OUTDOOR PATIO, CONVERT TO HABITABLE AREA
2. MAIN LEVEL DECK ADDITION
3. THREE BAY WINDOWS
4. REPLACE AT GRADE EXTERIOR STAIR AT SIDE YARD AND ENTRY
5. NEW STANDING SEAM METAL ROOF TO REPLACE EXISTING
6. NEW HORIZONTAL SIDING
7. NEW DOORS AND WINDOW TO REPLACE EXISTING
8. NEW ROOF AT EXISTING ENTRYWAY
9. NEW NEW 6'Ø PRE-FABRICATED, FREESTANDING, SELF CONTAINED JACUZZI.
10. NEW AC COMPRESSOR
SUMMARY OF INTERIOR ARCHITECTURAL IMPROVEMENTS
11. KITCHEN AND BATHROOM REMODEL
SCOPE OF WORK
PARKING 2 COVERED SPACES 1 COVERED NO CHANGE
PROJECT DATA
DESCRIPTION EXISTING PROPOSED TOTAL
LIVING AREA:
BASEMENT 602 S.F. 351 S.F. 953 S.F.
MAIN LEVEL 1,273 S.F. 409 S.F. 1,682 S.F.
TOTAL 1,875 S.F. 760 S.F. 2,635 S.F.
GARAGE 279 S.F. NO CHANGE 279 S.F.
ELEVATED DECK 0 S.F. 300 S.F. 300 S.F.
FIRE DEPARTMENT NOTES
1. A 3'-0" ACCESS PATH IS TO BE MAINTAINED AT ALL TIMES AROUND THE FULL STRUCTURE. NO HAZARDOUS OR FLAMMABLE MATERIALS TO BE STORED OR BLOCKED WITHIN 4'-0" OF THE BUILDING.
2. FIRE FLOW REQUIREMENTS SHALL COMPLY WITH 2019 CFC APP. B.
3. FIRE HYDRANT SYSTEMS & SPACING SHALL COMPLY WITH 2019 CFC APP. C, WITH A MAXIMUM DISTANCE FROM FRONT TO HYDRANT NOT TO EXCEED 250 FEET; "HYDRANT FLOW REPORT" FORM TO BE COMPLETED BY LBCWD OR SCWD.
4. ALL EXTERIOR FIREPLACES AND FIRE PITS MUST BE GAS FIRED ONLY. NO SOLID FUEL IS ALLOWED PER THE LBFD MUNICIPAL CODE. FIREPLACES AND FIRE PITS MUST BE A MINIMUM OF 10 FEET FROM COMBUSTIBLE VEGETATION.
5. MAINTAIN JOBSITE SAFETY DURING CONSTRUCTION AS PER CHAPTER 33 OF THE 2019 CALIFORNIA FIRE CODE.
6. ADDRESS NUMBERS MUST BE PLACED ON THE EXTERIOR FACING THE STREET ADDRESSED TO. MINIMUM SIZE OF NUMBERS IS 4", AND THEY MUST CONTRAST WITH BACKGROUND.
FIRE DEPARTMENT
SITE ACCESS PLAN
3 1 1/8" = 1'-0"
FIRE DEPARTMENT SITE ACCESS PLAN
NORTH
120
ZONING SUBMITTAL
DELTA 1 01.20.2022
DELTA 2 04.27.2022
DELTA 3 08.22.2022
08.05.2021
DAVID B. FRITH
349 THIRD STREET
LAGUNA BEACH, CA 92651
949.376.3080
AINA & GORDON MCBEAN
MCBEAN RESIDENCE
31421 HOLLY DR
LAGUNA BEACH, CA 92651
PROJECT:
CLIENT:
PROFESSIONAL SEAL:
ARCHITECT OF RECORD:
SIGNATURE DATE
SUBMISSION DATE
SCALE: AS NOTED
PROJECT NO: 21110
STORY POLE CONSTRUCTION NOTES TABLE
DATE:
SITE ADDRESS: 31421 HOLLY DR, LAGUNA BEACH, CA 92651
DATUM BENCHMARK:
NAME OF SURVEYOR OR ENGINEER:
POLE NUMBER BASE GRADE* STORY POLE HEIGHT FROM
BASE GRADE ELEVATION
PROPOSED MAX.
ELEVATION
STAKE #1 RIDGE ELEV 210.5'
STAKE #2 ROOF ELEV 207.9'
EAVE ELEV 207.6'
STAKE #3 ROOF ELEV 207.9'
EAVE ELEV 207.6'
STAKE #4 RIDGE ELEV 210.5'
STAKE #5 ROOF ELEV 207.9'
EAVE ELEV 207.6'
STAKE #6 ROOF ELEV 207.9'
EAVE ELEV 207.6'
STAKE #7 RAILING 200.75'
STAKE #8 RAILING 200.75'
STAKE #9 ROOF ELEV 205.5'
STAKE #10 ROOF ELEV 205.38'
STAKE #11 ROOF ELEV 205.38'
STAKE #12 ROOF ELEV 205.5'
*IF STANDARD BASE GRADE ELEVATION NAILS ARE NOT FEASIBLE BECAUSE OF THE EXISTENCE OF ROCKS, PAVING
OR EXISTING STRUCTURAL IMPROVEMENTS, THEN THE SURVEYOR OR ENGINEER MAY USE AN ALTERNATIVE
METHOD OF ESTABLISHING HORIZONTAL AND VERTICAL CONTROL FOR STORY POLES THAT CAN BE OBSERVED IN THE FIELD. THE SURVEYOR OR ENGINEER SHALL DESCRIBE THE CONTROL METHOD USED DIRECTLY ON THE FULL-SIZE STAKING PLAN. SUCH ALTERNATIVE METHODS MAY INCLUDE PAINTED MARKINGS. IT IS ALSO RECOGNIZED THAT SOMETIMES IT MAY NOT BE FEASIBLE TO SET POLES DUE TO UNFORESEEN CIRCUMSTANCES. IN
THAT CASE, PLEASE IDENTIFY THE STORY POLES THAT WERE NOT ESTABLISHED AND AN EXPLANATION AS TO THE REASON.
STAKE (1)
RIDGE ELEV 210.5'
(13'-3" ABOVE
MAIN LEVEL F.F.)
STAKE (5)
ROOF ELEV 207.9'
(10'-8" ABOVE
MAIN LEVEL F.F.)
EAVE ELEV 207.6'
(10'-4" ABOVE
MAIN LEVEL F.F.)
STAKE (6)
ROOF ELEV 207.9'
(10'-8" ABOVE
MAIN LEVEL F.F.)
EAVE ELEV 207.6'
(10'-4" ABOVE
MAIN LEVEL F.F.)
STAKE (3)
ROOF ELEV 207.9'
(10'-8" ABOVE MAIN LEVEL F.F.)
EAVE ELEV 207.6'
(10'-4" ABOVE MAIN LEVEL F.F.)
STAKE (2)
ROOF ELEV 207.9'
(10'-8" ABOVE MAIN LEVEL F.F.)
EAVE ELEV 207.6'
(10'-4" ABOVE MAIN LEVEL F.F.)
STAKE (4)
RIDGE ELEV 210.5'
(13'-3" ABOVE
MAIN LEVEL F.F.)
31421 HOLLY DRIVE
℄ HOLLY DRIVE
STORY POLES SHALL BE STRUNG AND CONNECTED WITH RIBBON AND STRINGLINES TO DEPICT THE BUILDING OUTLINE.
PLEASE STAMP & SIGN BELOW
SIGNATURE OF REGISTERED LAND SURVEYOR OR CIVIL ENGINEER
NAME (PRINTED OR TYPED)
LICENSE NO. / EXPIRATION DATE
DATE
STORY POLE HEIGHT AND LOCATION CERTIFICATION
INSTRUCTIONS:
THE STORY POLE HEIGHT AND LOCATION CERTIFICATION AND STORY POLE CONSTRUCTION NOTES TABLE OR
NOTATIONS MUST BE EXECUTED BY A REGISTERED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER DIRECTLY ON A COPY OF THE FULL-SIZE ROOF PLAN. THE COMPLETED CERTIFICATION MUST BE SUBMITTED TO THE CITY AT LEAST 28 DAYS PRIOR TO THE DESIGN REVIEW AUTHORITY’S FIRST NOTICED PUBLIC HEARING DATE (OR 14 DAYS PRIOR TO ADMINISTRATIVE DESIGN REVIEW HEARING OR A DESIGN REVIEW CONTINUANCE).
REQUIRED CERTIFICATION STATEMENT:
I HEREBY CERTIFY THAT THE STORY POLES LOCATED ON THE REFERENCED SITE WERE CONSTRUCTED UNDER MY
SUPERVISION AND SURVEY, AND THE STORY POLES ARE IN CONFORMANCE WITH THE DESIGN, HEIGHT AND LOCATION AS SHOWN ON THE APPROVED STAKING PLAN. I FURTHER CERTIFY THAT 1) THE STORY POLE IDENTIFICATION NUMBERS, 2) STORY POLE LOCATION BASE GRADE ELEVATIONS, 3) STORY POLE HEIGHTS AND 4) THE PROPOSED MAXIMUM HEIGHT ELEVATIONS ARE TRUE AND CORRECT. I ACKNOWLEDGE AND UNDERSTAND THAT THE REQUIRED
PROJECT STAKING IS FOR THE PURPOSE OF INFORMING THE OWNER, ARCHITECT, DESIGNER, CITY STAFF, DESIGN
REVIEW AUTHORITY AND THE PUBLIC AS TO THE ACCURATE LOCATION AND EXTERIOR DIMENSIONS OF THE PROPOSED STRUCTURE OR ADDITION.
STAKE (7)
RAILING 200.75'
(3'-6" ABOVE
MAIN LEVEL F.F.)
STAKE (8)
RAILING 200.75'
(3'-6" ABOVE
MAIN LEVEL F.F.) VARIES
VARIES
OUTRIGGER FOR
STAKING EAVES
7'-4" 10'-8" 2'-8" 16'-9"
3'-4"
28'-6" 10'-0"
4'-10"
EXISTING ROOF
TO REMAIN
EXISTING ROOF
TO REMAIN
PROPOSED ROOF
2'-1" 4'-0" 3'-0" 1'-0"
STAKE (9)
ROOF ELEV 205.5'
(8'-3" ABOVE
MAIN LEVEL F.F.)
STAKE (10)
ROOF ELEV 205.38'
(8'-2" ABOVE MAIN
LEVEL F.F.)
3'-0"
STAKE (11)
ROOF ELEV 205.38'
(8'-2" ABOVE MAIN
LEVEL F.F.)
STAKE (12)
ROOF ELEV 205.5'
(8'-3" ABOVE
MAIN LEVEL F.F.)
SURVEY /
STAKING PLAN
4 1 1/8" = 1'-0"
STAKING PLAN
NORTH
121
ZONING SUBMITTAL
DELTA 1 01.20.2022
DELTA 2 04.27.2022
DELTA 3 08.22.2022
08.05.2021
DAVID B. FRITH
349 THIRD STREET
LAGUNA BEACH, CA 92651
949.376.3080
AINA & GORDON MCBEAN
MCBEAN RESIDENCE
31421 HOLLY DR
LAGUNA BEACH, CA 92651
PROJECT:
CLIENT:
PROFESSIONAL SEAL:
ARCHITECT OF RECORD:
SIGNATURE DATE
SUBMISSION DATE
SCALE: AS NOTED
PROJECT NO: 21110
LIGHT FIXTURE LEGEND
SOFFIT RECESSED LED DOWNLIGHT,
3 WATTS MAX. 365 LUMENS
LED WALL MOUNTED DOWN LIGHT FIXTURE, 3 WATTS MAX. 365
LUMENS. MODERN FORMS LED WALL LIGHT, 'TWO IF BY SEA'
TOP OF FIXTURE TO BE OPAQUE
SYM. QTY. DESCRIPTION
4 1
EXTERIOR DOOR
10 LED RECESSED STAIR TREAD LIGHT, 3 WATTS MAX. 365 LUMENS.
MODERN FORMS OUTDOOR LED
WALL LIGHT, 'TWO IF BY SEA'
EXTERIOR LIGHTING
PLANS
5 2 1/8" = 1'-0"
BASEMENT EXTERIOR LIGHTING PLAN 1 1/8" = 1'-0"MAIN LEVEL EXTERIOR LIGHTING PLAN 122
ZONING SUBMITTAL
DELTA 1 01.20.2022
DELTA 2 04.27.2022
DELTA 3 08.22.2022
08.05.2021
DAVID B. FRITH
349 THIRD STREET
LAGUNA BEACH, CA 92651
949.376.3080
AINA & GORDON MCBEAN
MCBEAN RESIDENCE
31421 HOLLY DR
LAGUNA BEACH, CA 92651
PROJECT:
CLIENT:
PROFESSIONAL SEAL:
ARCHITECT OF RECORD:
SIGNATURE DATE
SUBMISSION DATE
SCALE: AS NOTED
PROJECT NO: 21110
LANDSCAPED OPEN
SPACE
EXISTING
BUILDING SITE COVERAGE
2,124 SQ.FT.
PROPOSED
BUILDING SITE COVERAGE
11 SQ.FT.
EXISTING
BUILDING SITE COVERAGE
2,124 SQ.FT.
PROPOSED
BUILDING SITE COVERAGE
14 SQ.FT.
PROPOSED ENCLOSED
BUILDING AREA
EXISTING ENCLOSED
BUILDING AREA
AREA CALCULATIONS LEGEND
HARDSCAPE
HARDSCAPE
209 SQ.FT.
HARDSCAPE
221 SQ.FT.
AREA CALCULATIONS
:EXISTING BUILDING SITE COVERAGE
59'-9" x 44'-3" 2,124 SQ.FT.
2,124 SQ.FT.
:HARDSCAPE
24'-8"
61'-2"
x
x
17'-4"
54'-6"
209 SQ.FT.
221 SQ.FT.
430 SQ.FT.
:LANDSCAPE OPEN SPACE
138'-7" x 55'-2" 4,316 SQ.FT.
4,316 SQ.FT.
6,871 SQ.FT.
HARDSCAPE
271 SQ.FT.
AREA CALCULATIONS
:BUILDING SITE COVERAGE
EXISTING
PROPOSED
59'-9"
9'-11"
2'-8"
x
x
x
44'-3"
1'-7"
5'-0"
2,124 SQ.FT.
11 SQ.FT.
14 SQ.FT.
2,149 SQ.FT.
2,149 SQ.FT.
:HARDSCAPE
31'-9"
61'-1"
x
x
21'-9"
54'-6"
430 SQ.FT.
271 SQ.FT.
702 SQ.FT.
702 SQ.FT.
:LANDSCAPE OPEN SPACE
13'-3"
4'-4"
131'-8"
x
x
x
32'-9"
2'-11"
54'-6"
307 SQ.FT.
13 SQ.FT.
3,717 SQ.FT.
4,037 SQ.FT.
4,037 SQ.FT.
6,887 SQ.FT.
HARDSCAPE
430 SQ.FT.
LANDSCAPE OPEN SPACE
4,316 SQ.FT.
--
LANDSCAPE OPEN SPACE
307 SQ.FT.
LANDSCAPE OPEN SPACE
13 SQ.FT.
LANDSCAPE OPEN SPACE
3,717 SQ.FT.
--
BUILDING SITE
COVERAGE
CALCULATION
7 1 1/8" = 1'-0"
EXISTING SITE COVERAGE 2 1/8" = 1'-0"PROPOSED SITE COVERAGE 123
ZONING SUBMITTAL
DELTA 1 01.20.2022
DELTA 2 04.27.2022
DELTA 3 08.22.2022
08.05.2021
DAVID B. FRITH
349 THIRD STREET
LAGUNA BEACH, CA 92651
949.376.3080
AINA & GORDON MCBEAN
MCBEAN RESIDENCE
31421 HOLLY DR
LAGUNA BEACH, CA 92651
PROJECT:
CLIENT:
PROFESSIONAL SEAL:
ARCHITECT OF RECORD:
SIGNATURE DATE
SUBMISSION DATE
SCALE: AS NOTED
PROJECT NO: 21110
1/4" = 1'-0"
EXISTING GARAGE AREA CALCULATIONS 3
1/4" = 1'-0"
EXISTING BASEMENT AREA CALCULATIONS 2
1/4" = 1'-0"
EXISTING MAIN LEVEL AREA CALCULATIONS 1
X
G1
20'-1"
279 SQ.FT.
13'-10"
X
M1
22'-0"
622 SQ.FT.
28'-3" X
M2
47'-0"
651 SQ.FT.
13'-10"
X
B1
32'-5"
475 SQ.FT.
14'-8" X
B2
13'-2"
127 SQ.FT.
9'-8"
EXISTING AREA
CALCULATIONS
:BASEMENT
EXISTING
B1
B2
32'-5"
13'-2"
x
x
14'-8"
9'-8"
475 SQ.FT.
127 SQ.FT.
602 SQ.FT.
602 SQ.FT.
:MAIN LEVEL
EXISTING
M1
M2
22'-0"
47'-0"
x
x
28'-3"
13'-10"
622 SQ.FT.
651 SQ.FT.
1,273 SQ.FT.
1,273 SQ.FT.
:GARAGE
EXISTING
G1 20'-1" x 13'-10" 279 SQ.FT.
279 SQ.FT.
279 SQ.FT.
:MECHANICAL / STORAGE
EXISTING
B3
B4
B5
28'-3"
13'-10"
9'-8"
x
x
x
5'-4"
13'-5"
1'-6"
151 SQ.FT.
185 SQ.FT.
15 SQ.FT.
351 SQ.FT.
351 SQ.FT.
2,504 SQ.FT.
EXISTING
TO REMAIN
EXISTING
GARAGE
EXISTING
COVERED PATIO
--
X
COVERED PATIO
14'-0"
396 SQ.FT.
28'-3"
AREA CALCULATION
LEGEND
EXISTING
MECHANICAL / STORAGE
X
B5
9'-8"
15 SQ.FT.
1'-6"
X
B4
13'-10"
185 SQ.FT.
13'-5"
X
B3
28'-3"
151 SQ.FT.
5'-4"
NORTH
NORTH
NORTH
EXISTING AREA
CALCULATIONS
8 124
ZONING SUBMITTAL
DELTA 1 01.20.2022
DELTA 2 04.27.2022
DELTA 3 08.22.2022
08.05.2021
DAVID B. FRITH
349 THIRD STREET
LAGUNA BEACH, CA 92651
949.376.3080
AINA & GORDON MCBEAN
MCBEAN RESIDENCE
31421 HOLLY DR
LAGUNA BEACH, CA 92651
PROJECT:
CLIENT:
PROFESSIONAL SEAL:
ARCHITECT OF RECORD:
SIGNATURE DATE
SUBMISSION DATE
SCALE: AS NOTED
PROJECT NO: 21110
1/4" = 1'-0"
EXISTING GARAGE AREA CALCULATIONS 3
1/4" = 1'-0"
PROPOSED BASEMENT AREA CALCULATIONS 2
1/4" = 1'-0"
PROPOSED MAIN LEVEL AREA CALCULATIONS 1
X
G1
20'-1"
279 SQ.FT.
13'-10"
X
M1
22'-0"
622 SQ.FT.
28'-3"
X
M2
47'-0"
651 SQ.FT.
13'-10"
PROPOSED AREA
CALCULATIONS
:BASEMENT
EXISTING
NEW
B1
B4
B3
B4
B5
32'-5"
13'-2"
28'-3"
13'-10"
9'-8"
x
x
x
x
x
14'-8"
9'-8"
5'-4"
13'-5"
1'-6"
475 SQ.FT.
127 SQ.FT.
602 SQ.FT.
151 SQ.FT.
185 SQ.FT.
15 SQ.FT.
351 SQ.FT.
953 SQ.FT.
:MAIN LEVEL
EXISTING
PROPOSED
M1
M2
NM1
NM2
22'-0"
47'-0"
14'-0"
1'-0"
x
x
x
x
28'-3"
13'-10"
28'-3"
13'-3"
622 SQ.FT.
651 SQ.FT.
1,273 SQ.FT.
396 SQ.FT.
14 SQ.FT.
409 SQ.FT.
1,682 SQ.FT.
:GARAGE
EXISTING
G1 20'-1" x 13'-10" 279 SQ.FT.
279 SQ.FT.
279 SQ.FT.
:DECK
DECK D1 10'-6" x 28'-6" 300 SQ.FT.
300 SQ.FT.
300 SQ.FT.
3,214 SQ.FT.
AREA CALCULATION
LEGEND
EXISTING TO REMAIN
EXISTING GARAGE
PROPOSED AREA
X
B1
32'-5"
475 SQ.FT.
14'-8"
X
B4
13'-2"
127 SQ.FT.
9'-8"
PROPOSED DECK
X
NM1
14'-0"
396 SQ.FT.
28'-3"
X
D1
10'-6"
300 SQ.FT.
28'-6"
--
X
B5
9'-8"
15 SQ.FT.
1'-6"
X
B4
13'-10"
185 SQ.FT.
13'-5"
X
B3
28'-3"
151 SQ.FT.
5'-4"
X
NM2
1'-0"
14 SQ.FT.
13'-3"
NORTH
NORTH
NORTH
DN
4'-4" S.Y.S.B. 5'-0" GARAGE F.Y.S.B
⅊
LINE OF EXISTING HOUSE
ABOVE (ALL HOUSE
AREA IS CLEAR OF THE
FRONT YARD SETBACK)
⅊
⅊
4'-4" S.Y.S.B.
⅊
4'-4" S.Y.S.B.
7'-1" S.Y.S.B. 10'-0" F.Y.S.B
⅊
7'-1" S.Y.S.B.
⅊
PROPOSED AREA
CALCULATIONS
9 125
ZONING SUBMITTAL
DELTA 1 01.20.2022
DELTA 2 04.27.2022
DELTA 3 08.22.2022
08.05.2021
DAVID B. FRITH
349 THIRD STREET
LAGUNA BEACH, CA 92651
949.376.3080
AINA & GORDON MCBEAN
MCBEAN RESIDENCE
31421 HOLLY DR
LAGUNA BEACH, CA 92651
PROJECT:
CLIENT:
PROFESSIONAL SEAL:
ARCHITECT OF RECORD:
SIGNATURE DATE
SUBMISSION DATE
SCALE: AS NOTED
PROJECT NO: 21110
REPLACE EXISTING
BEAM TO REMOVE
POST
LAUNDRY
13'-2"x10'-10"
CLOSET
6'-5"x5'-2"
BEDROOM
11'-8"x13'-2"
BATHROOM
7'-11"x7'-9"
BEDROOM
12'-3"x13'-2" KITCHEN12'-4"x9'-9" DINING
18'-1"x12'-4"
LIVING
ROOM
9'-0"x18'-2" ENTRY10'-3"x9'-0" CLOSET
2'-1"x9'-9"
1 1
2 2
2 3
3 4
5 6 W20 4'-10" W21 3'-6" W22 8'-3" W23 12'-5" W24 4'-7" W27 3'-0" W28 8" W29
14'-9"
W30
8'-3"
W31
3'-7"
W32
15'-3"
W33
5" W34 22'-2"
W38
14'-0"
W35
27'-10" W36 13'-4" W37 11'-8" DEMOLITION DEMOLITION DEMO.
DEMOLITION DEMOLITION DEMOLITION
DEMOLITION
13 A
14 A
15 A
16 A
WINDOW CHANGE OUT INFILL INFILL W26 6'-11" W25 3'-0" DEMO. INFILL INFILL
PARTITION TO BE
REMOVED
EXISTING DOOR TO
REMAIN
EXISTING PARTITION TO
REMAIN
DEMOLITION LEGEND
DOOR TO BE
REMOVED
DEMOLITION KEYNOTES DEMOLITION GENERAL NOTES
CUTBACK EXISTING TERRACED LANDSCAPE WALLS AS REQUIRED FOR NEW ENTRY STAIRS
CUT OPENING IN FLOOR FOR NEW STAIR TO BASEMENT, REFERENCE NEW WORK PLANS
EXISTING CABINETS AND APPLIANCES TO BE REMOVED
1 2
3 4
5 6
EXISTING STAIR TO BE REMOVED
EXISTING CHIMNEY TO BE REMOVED
1. CONTRACTOR SHALL REMOVE ALL EXISTING ITEMS THAT INTERFERE OR CONFLICT WITH THE NEW CONSTRUCTION AS INDICATED WITHIN THIS SET OF DRAWINGS.
SOME EXISTING ITEMS NOT SHOWN IN THIS SET, BUT ARE CONSIDERED TO BE A
PART OF MINOR DEMOLITION INCLUDE ABANDONED SWITCHES, RECEPTACLES, THERMOSTATS, PIPES, CONDUIT, ETC. ALL THESE EXISTING ITEMS ARE TO BE
REMOVED IF THEY CONFLICT WITH NEW WORK OR ARE NOT SPECIFICALLY NOTED TO REMAIN. GENERAL CONTRACTOR TO COORDINATE INITIAL SITE WALK TO HIGHLIGHT SPECIFIC DEMOLITION ITEMS WITH OWNER AND ARCHITECT.
2. SMOKE DETECTION AND EXISTING FIRE ALARM SYSTEMS SHALL BE MAINTAINED BY THE CONTRACTOR DURING ALL PHASES OF CONSTRUCTION. ANY DAMAGES TO THE
SYSTEM SHALL BE IMMEDIATELY REPAIRED TO THE SATISFACTION OF THE ARCHITECT.
3. CONTRACTOR SHALL INSTALL A TEMPORARY AIR FILTER IN THE RETURN AIR DUCT THROUGH THE DEMOLITION & CONSTRUCTION PHASE. ALL MECHANICAL GRILLES, FANS, HOODS, ETC. TO BE COVERED AND PROTECTED DURING DEMOLITION TO ELIMINATE DUST AND DEBRIS FROM ENTERING THE EXISTING SYSTEM.
4. DURING CONSTRUCTION PROTECT ALL EXISTING DOORS, APPLIANCES, LIGHT FIXTURES, ETC AND ANY OTHER BUILDING ITEMS TO REMAIN.
EXISTING PLUMBING FIXTURES TO BE REMOVED. REMOVE ABANDONED PLUMBING
LINES TO MAIN
W50
14'-0" W51 20'-3"
GARAGE
19'-5"x13'-2" 1
4 W52
14'-0" W53 20'-3"
13 C
15 A
16 A
EXISTING
TRELLIS ABOVE
TO BE REMOVED
EXISTING MAIN
LEVEL ABOVE
EXISTING POST
TO BE REMOVED
BEDROOM
12'-6"x17'-1"
CLOSET
7'-5"x3'-11" CLOSET6'-3"x4'-3"
BEDROOM
13'-10"x14'-0"
BATHROOM
6'-3"x5'-10"
1 2
W4
14'-3"
W5
9'-5"
W6
2'-11"
W7
8'-3"
W8
3'-7"
W9
2'-0"
W10
1'-10" W13 14'-1" W12 2'-0" W11 4'-1"
DEMO. DEMOLITION DEMOLITION DEMO.
W16
14'-0"
W14
28'-3" W15 8'-0"
WALL DEMOLITION CALCULATION
14 A
15 A
16 A
LABEL EXISTING DEMOLITION
BASEMENT
W1 7'-5"
W2 2'-0"
W3 18'-9"
W4 14'-3"
W5 9'-5"
W6 2'-11"
W7 8'-3"
W8 3'-7"
W9 2'-0"
W10 1'-10"
W11 4'-1"
W12 2'-0"
W13 14'-1"
W14 28'-3"
W15 8'-0"
W16 14'-0"
MAIN LEVEL
W20 4'-10"
W21 3'-6"
W22 8'-3"
W23 12'-5"
W24 4'-7"
W25 3'-0"
W26 6'-11"
W27 3'-0"
W28 0'-8"
W29 14'-9"
W30 8'-3"
W31 3'-7"
W32 15'-3"
W33 0'-5"
W34 22'-2"
W35 27'-10"
W36 13'-4"
W37 11'-8"
W38 14'-0"
GARAGE
W50 14'-0"
W51 20'-3"
W52 14'-0"
W53 20'-3"
277'-6" L.F. 110'-3" L.F.
110'-3" (L.F. OF WALLS TO BE REMOVED)
387'-9" (L.F. FEET OF EXISTING WALLS)
28%
WINDOW CHANGE OUT W1 7'-5" W2 2'-0" W3 18'-9" DEMO. INFILL
DEMOLITION PLANS
10 2 1/4" = 1'-0"
MAIN LEVEL DEMOLITION PLAN
3 1/4" = 1'-0"
GARAGE REFERENCE PLAN
1 1/4" = 1'-0"
BASEMENT DEMOLITION PLAN
NORTH
NORTH
NORTH
126
ZONING SUBMITTAL
DELTA 1 01.20.2022
DELTA 2 04.27.2022
DELTA 3 08.22.2022
08.05.2021
DAVID B. FRITH
349 THIRD STREET
LAGUNA BEACH, CA 92651
949.376.3080
AINA & GORDON MCBEAN
MCBEAN RESIDENCE
31421 HOLLY DR
LAGUNA BEACH, CA 92651
PROJECT:
CLIENT:
PROFESSIONAL SEAL:
ARCHITECT OF RECORD:
SIGNATURE DATE
SUBMISSION DATE
SCALE: AS NOTED
PROJECT NO: 21110
BAR
5'-5" X 2'-0"
LINEN
LINE OF EXISTING
GARAGE ABOVE
EXISTING
RIDGE ABOVE
EXISTING
BEAM ABOVE
DW
BENCH
ROOF ABOVE
PLANTER 5'-3" 4'-5" 5'-9"
4'-6"
UNDER
COUNTER
FRIDGE
MICROWAVE
DRAWER
MASTER
CLOSET
8'-0"x15'-9"
POWDER
9'-9"x5'-7"
ENTRY
6'-9"x15'-11" MASTER
BATHROOM
12'-5"x10'-8"
MASTER
BEDROOM
11'-3"x17'-3" LIVING
ROOM
18'-9"x14'-0" DINING
ROOM
13'-10"x18'-9"
KITCHEN
15'-11"x17'-9"
COAT
CLOSET
5'-3"x2'-6"
PANTRY
4'-6"x4'-8"
DECK
10'-0"x28'-6"
WINDOW SEAT
1'-0" 2'-3"
8'-6" 2'-6"
CANTILEVERED
BAY WINDOW
CANTILEVERED
BAY WINDOW 13'-3"
28'-6" 10'-0"
T.O. MAIN LEVEL F.F.
197'-3"
T.O. DECK F.S.
197'-1"
13 B
14 B
15 B
16 B
17 A
BUILT-IN
DESK
UP UP
T.O. PATIO F.S.
196'-10"
T.O. LANDING
198'-1"
T.O. LANDING
200'-7"
T.O. LANDING
203'-1"
T.O. LANDING
206'-3"
LANDING AT EXISTING GRADE
4'-0"
⅊
4'-4" S.Y.S.B.
7'-1" S.Y.S.B. 10'-0" F.Y.S.B
⅊
NEW 6'Ø PRE-FABRICATED,
FREESTANDING, SELF
CONTAINED JACUZZI. BUILT-IN
SEATING
17" HIGH STEP /
SEAT AROUND 6' Ø
JACUZZI
5'-0"
17 B
DN ENTRY BENCH 5'-7"
14'-0" 20'-3"COVERED PARKING
SPACE #1
8'-8"x18'-0"
GARAGE
19'-5"x13'-2"
T.O. GARAGE F.F.
206-3"
13 D
15 B
16 B
17 A DN
DN
13'-2" 19'-5"
T.O. LANDING
206'-3"
LANDING AT EXISTING GRADE
⅊
4'-4" S.Y.S.B. 5'-0" GARAGE F.Y.S.B
TRASH
STORAGE
MURPHY BED
LINEN
BEDROOM 1
13'-2"x12'-5" SITTING
ROOM
12'-6"x10'-0" BEDROOM 211'-7"x12'-6" BATHROOM 25'-4"x12'-6" CLOSET
6'-4"x6'-8" LAUNDRY6'-4"x10'-4" BATHROOM 1
9'-0"x8'-0"
CLOSET
6'-0"x9'-0"
LINEN
LINE OF EXISTING HOUSE
ABOVE (ALL HOUSE
AREA IS CLEAR OF THE
FRONT YARD SETBACK)
OUTDOOR SHOWER
T.O. BASEMENT F.F.
188'-7"
14 B
15 B
16 B
17 A
DECK ABOVE
⅊
4'-4" S.Y.S.B.
7'-1" S.Y.S.B.
⅊
UP
NEW DOOR
EXISTING WALL & DOOR
TO REMAIN
NEW PARTITION WALL
FLOOR PLAN LEGEND
ROOM NUMBER
ROOM NAME ROOM
NAME
100
ELEVATION REFERENCE
SHEET NUMBER
VIEW NUMBER
FLOOR PLAN GENERAL NOTES
1. PRIOR TO COMMENCEMENT OF ANY WORK, GENERAL CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS. NOTIFY ARCHITECT IMMEDIATELY IF THERE ARE ANY DIMENSIONAL DISCREPANCIES.
2. ALL INTERIOR WALLS TO BE 5
8" GYPSUM WALL BOARD WITH SMOOTH PREP COAT
READY TO RECEIVE PAINT. PROVIDE L METAL AT ALL CORNERS U.N.0.
3. ALL SHOWER & BATHTUB WALLS TO BE STUCCO BROWN AND SCRATCH COAT OVER METAL LATH & GRADE "D" BUILDING PAPER PRIOR TO FINISH MATERIALS.
4. PROVIDE BATT INSULATION AT ALL INTERIOR WALLS AND FLOORS.
5. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O.
6. HVAC AND PLUMBING TO BE DESIGN BUILD. VERIFY FAU/WH SIZE AND LOCATIONS INCLUDING POWER REQUIREMENTS WITH OWNER AND ARCHITECT. VERIFY SIZE,
TYPE & LOCATION OF ALL SUPPLY & RETURN GRILLES WITH ARCHITECT PRIOR TO INSTALLATION. ALL HVAC GRILLES TO BE "REGGIO REGISTERS' OR APPROVED EQUAL.
VERIFY FINISH AND STYLE.
7. ALL BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED PER THE CALIFORNIA MECHANICAL CODE.
8. PROVIDE 70 INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE.
9. PATCH AND REPAIR ANY DAMAGED WALL AREAS OR VOIDS IN WALLS FROM
ABANDONED OUTLET, SWITCHES, ACCESS PANELS OR WALL INTERSECTIONS RESULTING FROM DEMOLITION.
10. SEAL AROUND ALL PENETRATIONS, DUCTS, PIPES, CONDUITS, ETC. AT FIRE RATED WALL AND CEILING CONSTRUCTION.
11. EXTERIOR WALLS SHALL BE APPROVED NON-COMBUSTIBLE OR IGNITION RESISTANT
MATERIAL AND SHALL PROVIDE PROTECTION FROM THE INTRUSION OF FLAMES AND EMBERS IN ACCORDANCE WITH CITY STANDARDS.
12. FACTORY-BUILT FIREPLACES SHALL HAVE ALL OF THE FOLLOWING: [150(E)] A. CLOSABLE METAL OR GLASS DOORS COVERING THE ENTIRE OPENING OF THE FIREBOX.
B. A COMBUSTION AIR INTAKE TO DRAW AIR FROM THE OUTSIDE WHICH IS AT LEAST 6 SQUARE INCHES IN ARA AND IS EQUIPPED WITH A READILY ACCESSIBLE OPERABLE AND TIGHT-FITTING DAMPER OR COMBUSTION-CONTROL DEVICE.
EXCEPTION: NOT REQUIRED IF INSTALLED OVER A CONCRETE SLAB FLOORING AND LOCATED ON AN EXTERIOR WALL.
C. A FLUE DAMPER WITH A READILY ACCESSIBLE CONTROL. EXCEPTION: WHEN A GAS
LOG, LOG LIGHTER OR DECORATIVE GAS APPLIANCE IN INSTALLED IN A FIREPLACE, THE FLUE DAMPER SHALL BE BLOCKED OPEN.
13. PROVIDE A LANDING AT EACH SIDE OF THE DOOR - LANDING WIDTH TO MATCH THE DOOR WIDTH. LANDING WIDTH SHOULD NOT BE LESS THAN 36". THE ELEVATION OF THE LANDING SHALL NOT EXCEED 1
1 2" DIFFERENCE THAN THE THRESHOLD OF THE
DOORWAY (7
3 4" IF DOOR DOES NOT SWING OVER THE LANDING OR STEPS) IN EACH DIRECTION. THE MAX. SLOPE OF THE LANDING SHALL NOT EXCEED 1 4" PER FOOT.
(CRC R311.3.1)
14. A WATER-RESISTIVE BARRIER SHALL BE INSTALLED AS REQUIRED IN SECTION 1404.2
CBC AND, WHERE APPLIED OVER WOOD-BASED SHEATHING, SHALL INCLUDE A
WATER-RESISTIVE VAPOR-PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER PER CBC 2510.6 XXXX
X
NEW WORK PLANS
11 2 1/4" = 1'-0"
MAIN LEVEL NEW WORK PLAN
3 1/4" = 1'-0"
GARAGE REFERENCE PLAN
1 1/4" = 1'-0"
BASEMENT NEW WORK PLAN
NORTH
NORTH
NORTH
127
ZONING SUBMITTAL
DELTA 1 01.20.2022
DELTA 2 04.27.2022
DELTA 3 08.22.2022
08.05.2021
DAVID B. FRITH
349 THIRD STREET
LAGUNA BEACH, CA 92651
949.376.3080
AINA & GORDON MCBEAN
MCBEAN RESIDENCE
31421 HOLLY DR
LAGUNA BEACH, CA 92651
PROJECT:
CLIENT:
PROFESSIONAL SEAL:
ARCHITECT OF RECORD:
SIGNATURE DATE
SUBMISSION DATE
SCALE: AS NOTED
PROJECT NO: 21110
GENERAL NOTES FLASHING NOTES
1. ALL FLASHING TO BE 16 OZ COPPER.
2. VALLEY FLASHING SHALL NOT BE LESS THAN 0.019-INCH (0.48 MM) (NO. 26 GAUGE GALVANIZED SHEET GUAGE) CORROSION-RESISTANT METAL INSTALLED OVER A MINIMUM 36" WIDE (914 MM) UNDERLAYMENT CONSISTING OF ONE LAYER OF NO. 72 ASTM CAP SHEET RUNNING THE FULL LENGTH OF THE VALLEY.
3. PROVIDE EDGE FLASHING AT ALL EAVES & RAKES
4. PROVIDE FLASHING AT ALL RIDGES, VALLEYS AND HIPS
5. AT DORMERS PROVIDE EDGE FLASHING AT EAVE & RAKE, PROVIDE
FLASHING AT VALLEY BEHIND DORMER AT SIDES (ROOF TO WALL) AND AT FRONT ROOF TO WALL.
6. PROVIDE FLASHING AT ALL ROOF PENETRATIONS. WHERE VENT IS VISIBLE PROVIDE EYEBROW VENT.
7. PROVIDE CRICKET & FLASHING AT CHIMNEY AS REQUIRED.
8. PROVIDE FLASHING AT ALL ROOF TO WALL CONDITIONS.
9. PROVIDE FLASHING AT ALL DOOR & WINDOW HEADS.
10. PROVIDE SILL PANS AT ALL EXTERIOR DOORS.
11. PROVIDE WATER TABLE FLASHING AT ENTIRE PERIMETER OF BUILDING.
12. PROVIDE CAP FLASHING AT DECK CURB & GUARDRAIL.
1. FINISH ROOF TO BE CLASS "A", OVER "GRACE" ICE & WATER SHIELD
SELF-ADHERED UNDERLAYMENT OVER TONGUE AND GROOVE SHEATHING, ESR-1677, INSTALL PER MANUFACTURER REQUIREMENTS. FOR ROOFS WITH LESS THAN A 4:12 PITCH PROVIDE A DOUBLE LAYER OF UNDERLAYMENT.
2. PROVIDE TWO LAYERS OF UNDERLAYMENT FOR ALL ROOF SLOPES LESS THAN 4:12
3. PROVIDE 6" HALF ROUND COPPER GUTTERS & 4" ROUND COPPER DOWN SPOUTS. INSTALL PER MANUFACTURER REQUIREMENTS. VERIFY LAYOUT WITH ARCHITECT.
4. LOCATE ALL THROUGH ROOF PENETRATIONS AT REAR YARD SIDE OF RIDGE.
ALL ROOF PENETRATIONS FOR VENTS ON SLOPED SURFACES TO BE APPROXIMATELY MIDWAY BETWEEN RIDGE & EAVE. VERIFY EXACT LOCATIONS WITH ARCHITECT.
5. PROVIDE ATTIC VENTILATION EQUAL TO 1/150 OF ATTIC AREA MINIMUM.
PER CODE SECTION 1505.3
6. MECHANICAL SUBCONTRACTOR TO PROVIDE SPECIFICATIONS AND CUT
SHEETS OF ALL HVAC EQUIPMENT (INCLUDING SUPPLY/RETURN REGISTERS) FOR ARCHITECTS APPROVAL.
7. PROVIDE OVERFLOW DRAINS AS REQUIRED.
8. ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS INSIDE THE GUTTER.
9. ROOF, ATTIC AND EXTERIOR WALL VENTS SHALL RESIST THE INTRUSION OF
FLAME AND EMBERS INTO THE ATTIC AREA OF THE STRUCTURE, OR SHALL
BE PROTECTED BY CORROSION-RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH 1/4-INCH (6 MM) OPENINGS OR ITS EQUIVALENT. VENTS SHALL NOT BE INSTALLED IN EAVES AND CORNICES.
1 2:12
1:12
1:12 3:12 3:12 T.O. PROPOSED RIDGE = 210.5' (13'-3" ABOVE MAIN LEVEL F.F.)
EXISTING ROOFING TO BE
REPLACED WITH CLASS 'A'
STANDING SEAM METAL ROOF
NEW ROOF AT EXISTING ENTRYWAY.
ROOFING MATERIAL TO BE CLASS 'A'
STANDING SEAM METAL ROOF.
PROVIDE GUTTERS AND DOWNSPOUTS
TIED INTO EXISTING DRAINAGE SYSTEM
1'-0" 7'-4" 2'-8" 1'-0"
1'-0"
T.O. PROPOSED EAVE ELEV = 207.6'
(10'-4" ABOVE MAIN LEVEL F.F.)
T.O. PROPOSED EAVE ELEV = 207.6'
(10'-4" ABOVE MAIN LEVEL F.F.)
T.O. PROPOSED
EAVE ELEV = 207.6'
(10'-4" ABOVE
MAIN LEVEL F.F.)
T.O. PROPOSED
EAVE ELEV = 207.6'
(10'-4" ABOVE
MAIN LEVEL F.F.)
T.O. EXISTING EAVE = 206.29'
(9'-0" ABOVE MAIN LEVEL F.F.)
T.O. EXISTING EAVE = 205.04'
(7'-10" ABOVE MAIN LEVEL F.F.)
T.O. EXISTING EAVE = 214.91'
(17'-8" ABOVE MAIN LEVEL F.F.)
T.O. EXISTING EAVE = 214.91'
(17'-8" ABOVE MAIN LEVEL F.F.)
T.O. EXISTING EAVE = 205.42'
(18'-6" ABOVE MAIN LEVEL F.F.)
T.O. EXISTING EAVE = 205.42'
(18'-6" ABOVE MAIN LEVEL F.F.)
T.O. EXISTING EAVE = 205.42'
(8'-2" ABOVE MAIN LEVEL F.F.)
T.O. EXISTING EAVE = 206.91'
(9'-8" ABOVE MAIN LEVEL F.F.)
T.O. EXISTING EAVE = 205'
(7'-9" ABOVE MAIN LEVEL F.F.)
T.O. EXISTING EAVE = 205'
(7'-9" ABOVE MAIN LEVEL F.F.)
EXISTING CHIMNEY
TO BE REMOVED
EXISTING AREA OF
ROOF TO BE
DEMOLISHED
SHOWN DASHED
1 2:12 1:12
1:12
1 2:12
22'-4" 16'-3"
EXISTING CHIMNEY
TO BE REMOVED
ELEVATED DECK 0 S.F. 300 S.F. 300 S.F.
MECHANICAL / STORAGE 351 S.F. -351 S.F. 0 S.F.
BASEMENT 602 S.F. 0 S.F. 602 S.F. 0%
MAIN LEVEL 1,273 S.F. 0 S.F. 1,273 S.F. 0%
ROOF PLANS
12 2 1/4" = 1'-0"
PROPOSED ROOF PLAN
1 1/4" = 1'-0"
EXISTING ROOF PLAN
NORTHNORTH
128
ZONING SUBMITTAL
DELTA 1 01.20.2022
DELTA 2 04.27.2022
DELTA 3 08.22.2022
08.05.2021
DAVID B. FRITH
349 THIRD STREET
LAGUNA BEACH, CA 92651
949.376.3080
AINA & GORDON MCBEAN
MCBEAN RESIDENCE
31421 HOLLY DR
LAGUNA BEACH, CA 92651
PROJECT:
CLIENT:
PROFESSIONAL SEAL:
ARCHITECT OF RECORD:
SIGNATURE DATE
SUBMISSION DATE
SCALE: AS NOTED
PROJECT NO: 21110
12 3"
T.O. MAIN LEVEL F.F.
197'-3"
⅊ ⅊
15' MAXIMUM BUILDING HEIGHT ABOVE UPPER CURB
7'-1"
S.Y.S.B.
4'-4"
S.Y.S.B.
NEW 6'-0" HIGH
WOOD FENCE
T.O. UPPER CURB
206'-0"
6 7
9 10
T.O. GARAGE F.F.
206-3"
T.O. ROOF
215'-9"
T.O. MAIN LEVEL F.F.
197'-3" 8'-0" CEILING HEIGHT
12 1" 12'-3
34 "
T.O. ROOF
206'-11" 8'-0"
4'-0"
T.O. MAIN LEVEL F.F.
197'-3"
⅊ ⅊
15' MAXIMUM BUILDING HEIGHT ABOVE UPPER CURB
7'-1"
S.Y.S.B.
4'-4"
S.Y.S.B.
2 3
T.O. CHIMNEY
209-3"
T.O. GARAGE F.F.
206-3"
T.O. ROOF
215'-9"
T.O. MAIN LEVEL F.F.
197'-3" 8'-0" CEILING HEIGHT
12 1"
T.O. UPPER CURB
206'-0"
T.O. ROOF
206'-11" 8'-0"
12 1"
T.O. GARAGE F.F.
206-3"
T.O. ROOF
215'-9"
T.O. WALL
210-7"
8 8
9 11 11
12 1"
T.O. GARAGE F.F.
206-3"
T.O. ROOF
215'-9"
T.O. WALL
210-3"
ELEVATION KEYNOTES
EXISTING ROOFING TO BE REPLACED WITH CLASS 'A' STANDING SEAM METAL ROOF.
PROVIDE GUTTERS AND DOWNSPOUTS TIED INTO EXISTING DRAINAGE SYSTEM
EXISTING ROOF TO BE REPLACED WITH NEW ENTRY ROOF
1 2
3 4
5 6
EXISTING STAIR TO BE REPLACED, REFERENCE NEW WORK PLANS
EXISTING WINDOWS / DOOR TO BE REMOVED, REFERENCE NEW WORK PLANS FOR
REVISED OPENING
EXISTING CHIMNEY TO BE REMOVED
CUT OPENING FOR NEW DOOR OR WINDOW, REFERENCE NEW WORK PLANS 7 NEW RAISED ROOF AT ENTRY, REFERENCE NEW WORK PLANS
PROPOSED EXTERIOR LIGHT FIXTURE, REFERENCE EXTERIOR LIGHTING PLAN FOR MORE INFORMATION. LIGHT FIXTURES MUST BE DOWN LIT OR SHIELDED TO PREVENT GLARE. TOP OF FIXTURE TO BE OPAQUE.
8 9 NEW HORIZONTAL SIDING
10 NEW BAY WINDOW
NEW SELF CLOSING WOOD GATE WITH SELF-LATCHING MECHANISM. REFER TO SITE PLAN FOR HEIGHT 11
EXTERIOR
ELEVATIONS
13 A 1/4" = 1'-0"
EXISTING NORTH ELEVATION
B 1/4" = 1'-0"
PROPOSED NORTH ELEVATION
C 1/4" = 1'-0"
EXISTING GARAGE ELEVATION
D 1/4" = 1'-0"
PROPOSED GARAGE ELEVATION
129
ZONING SUBMITTAL
DELTA 1 01.20.2022
DELTA 2 04.27.2022
DELTA 3 08.22.2022
08.05.2021
DAVID B. FRITH
349 THIRD STREET
LAGUNA BEACH, CA 92651
949.376.3080
AINA & GORDON MCBEAN
MCBEAN RESIDENCE
31421 HOLLY DR
LAGUNA BEACH, CA 92651
PROJECT:
CLIENT:
PROFESSIONAL SEAL:
ARCHITECT OF RECORD:
SIGNATURE DATE
SUBMISSION DATE
SCALE: AS NOTED
PROJECT NO: 21110
12 3"
⅊ ⅊
15' MAXIMUM BUILDING HEIGHT ABOVE UPPER CURB
7'-1"
S.Y.S.B.
4'-4"
S.Y.S.B.
T.O. MAIN LEVEL F.F.
197'-3"
T.O. BASEMENT F.F.
188'-7"
T.O. RAILING
3'-6" A.F.S.
6 7
8 8 9
10 T.O. UPPER CURB
206'-0"
T.O. ROOF
215'-9"
T.O. ROOF
210'-6" 21'-9
3 4
" 3'-4" 7'-8" CEILING HEIGHT
T.O. BASEMENT F.F.
188'-7"
T.O. MAIN LEVEL F.F.
197'-3"
EXISTING
GARAGE BEYOND
STAIRS
BEYOND
⅊ ⅊
15' MAXIMUM BUILDING HEIGHT ABOVE UPPER CURB
7'-1"
S.Y.S.B.
4'-4"
S.Y.S.B.
T.O. MAIN LEVEL F.F.
197'-3"
T.O. BASEMENT F.F.
188'-7"
2 2
4 3 3 3
3 3
T.O. UPPER CURB
206'-0"
T.O. CHIMNEY
209-3"
T.O. ROOF
215'-9"
EXISTING
GARAGE BEYOND 7'-8" CEILING HEIGHT
ELEVATION KEYNOTES
EXISTING ROOFING TO BE REPLACED WITH CLASS 'A' STANDING SEAM METAL ROOF.
PROVIDE GUTTERS AND DOWNSPOUTS TIED INTO EXISTING DRAINAGE SYSTEM
EXISTING ROOF TO BE REPLACED WITH NEW ENTRY ROOF
1 2
3 4
5 6
EXISTING STAIR TO BE REPLACED, REFERENCE NEW WORK PLANS
EXISTING WINDOWS / DOOR TO BE REMOVED, REFERENCE NEW WORK PLANS FOR
REVISED OPENING
EXISTING CHIMNEY TO BE REMOVED
CUT OPENING FOR NEW DOOR OR WINDOW, REFERENCE NEW WORK PLANS 7 NEW RAISED ROOF AT ENTRY, REFERENCE NEW WORK PLANS
PROPOSED EXTERIOR LIGHT FIXTURE, REFERENCE EXTERIOR LIGHTING PLAN FOR MORE INFORMATION. LIGHT FIXTURES MUST BE DOWN LIT OR SHIELDED TO PREVENT GLARE. TOP OF FIXTURE TO BE OPAQUE.
8 9 NEW HORIZONTAL SIDING
10 NEW BAY WINDOW
NEW SELF CLOSING WOOD GATE WITH SELF-LATCHING MECHANISM. REFER TO SITE PLAN FOR HEIGHT 11
EXTERIOR
ELEVATIONS
14 B 1/4" = 1'-0"
PROPOSED SOUTH ELEVATION
A 1/4" = 1'-0"
EXISTING SOUTH ELEVATION
SOUND ATTENUATION FOR NEW AC COMPRESSOR,
REFERENCE PROPOSED SITE PLAN ON SHEET 2
C
SOUND ATTENUATION
D
AC UNIT MANUFACTURER SPECIFICATIONS
130
ZONING SUBMITTAL
DELTA 1 01.20.2022
DELTA 2 04.27.2022
DELTA 3 08.22.2022
08.05.2021
DAVID B. FRITH
349 THIRD STREET
LAGUNA BEACH, CA 92651
949.376.3080
AINA & GORDON MCBEAN
MCBEAN RESIDENCE
31421 HOLLY DR
LAGUNA BEACH, CA 92651
PROJECT:
CLIENT:
PROFESSIONAL SEAL:
ARCHITECT OF RECORD:
SIGNATURE DATE
SUBMISSION DATE
SCALE: AS NOTED
PROJECT NO: 21110 9'-0"
T.O. GARAGE F.F.
206-3" 8'-8"
T.O. BASEMENT F.F.
188'-7"
T.O. MAIN LEVEL F.F.
197'-3" ⅊
10'-0"
F.Y.S.B. 30' BUILDING
ENVELOPE ABOVE
EXISTING GRADE 2 5 3 3 4 4 1 4
15' MAXIMUM BUILDING HEIGHT ABOVE UPPER CURB
5'-0"
REDUCED
GARAGE F.Y.S.B.EXISTING HEIGHT ABOVE CURB 9'-8"
T.O. UPPER CURB
206'-0"
40'-0" 13'-0"
EXISTING GRADE
EXISTING RETAINING
WALLS
FLOOR LINE BEYOND HEIGHT ABOVE GRADE EXISTING HEIGHT ABOVE GRADE 18'-2" 20'-2" EXISTING HEIGHT ABOVE CURB 9'-8" T.O. RAILING
3'-6" A.F.S. 9'-0"
T.O. GARAGE F.F.
206-3" 8'-8"
T.O. BASEMENT F.F.
188'-7"
T.O. MAIN LEVEL F.F.
197'-3"
15' MAXIMUM BUILDING HEIGHT ABOVE UPPER CURB ⅊
10'-0"
30' BUILDING
ENVELOPE ABOVE
EXISTING GRADE 6 7 9
EXISTING GRADE
5'-0"
REDUCED
GARAGE F.Y.S.B.
T.O. UPPER CURB
206'-0" 13'-0"
F.Y.S.B. 15'-0"
T.O. ROOF
210'-6"
STAIR LANDING AT
EXISTING GRADE
EXISTING RETAINING
WALLS
40'-0"
NEW 6'Ø PRE-FABRICATED,
FREESTANDING, SELF
CONTAINED JACUZZI.
EXISTING
RETAINING WALLS 30'-0"
FLOOR LINE BEYOND
17" HIGH STEP / SEAT
AROUND 6' Ø JACUZZI
ELEVATION KEYNOTES
EXISTING ROOFING TO BE REPLACED WITH CLASS 'A' STANDING SEAM METAL ROOF.
PROVIDE GUTTERS AND DOWNSPOUTS TIED INTO EXISTING DRAINAGE SYSTEM EXISTING ROOF TO BE REPLACED WITH NEW ENTRY ROOF 123456
EXISTING STAIR TO BE REPLACED, REFERENCE NEW WORK PLANS
EXISTING WINDOWS / DOOR TO BE REMOVED, REFERENCE NEW WORK PLANS FOR
REVISED OPENING
EXISTING CHIMNEY TO BE REMOVED
CUT OPENING FOR NEW DOOR OR WINDOW, REFERENCE NEW WORK PLANS 7 NEW RAISED ROOF AT ENTRY, REFERENCE NEW WORK PLANS
PROPOSED EXTERIOR LIGHT FIXTURE, REFERENCE EXTERIOR LIGHTING PLAN FOR MORE INFORMATION. LIGHT FIXTURES MUST BE DOWN LIT OR SHIELDED TO PREVENT GLARE. TOP OF FIXTURE TO BE OPAQUE. 89 NEW HORIZONTAL SIDING 10 NEW BAY WINDOW
NEW SELF CLOSING WOOD GATE WITH SELF-LATCHING MECHANISM. REFER TO SITE PLAN FOR HEIGHT 11
EXTERIOR
ELEVATIONS
15 B 1/4" = 1'-0"
PROPOSED WEST ELEVATION A 1/4" = 1'-0"
EXISTING WEST ELEVATION
131
ZONING SUBMITTAL
DELTA 1 01.20.2022
DELTA 2 04.27.2022
DELTA 3 08.22.2022
08.05.2021
DAVID B. FRITH
349 THIRD STREET
LAGUNA BEACH, CA 92651
949.376.3080
AINA & GORDON MCBEAN
MCBEAN RESIDENCE
31421 HOLLY DR
LAGUNA BEACH, CA 92651
PROJECT:
CLIENT:
PROFESSIONAL SEAL:
ARCHITECT OF RECORD:
SIGNATURE DATE
SUBMISSION DATE
SCALE: AS NOTED
PROJECT NO: 21110
⅊
10'-0"
F.Y.S.B. 30' BUILDING
ENVELOPE ABOVE
EXISTING GRADE
T.O. MAIN LEVEL F.F.
197'-3"
T.O. BASEMENT F.F.
188'-7"
2 5
3 3
4 4 3 1
EXISTING GRADE
15' MAXIMUM BUILDING HEIGHT ABOVE UPPER CURB
5'-0"
REDUCED
GARAGE F.Y.S.B.
T.O. UPPER CURB
206'-0" 7'-8" CEILING HEIGHT
20'-0" R.Y.S.B.
T.O. CHIMNEY
209-3" 16'-1
1 2
" 12'-0"
FLOOR LINE BEYOND
15' MAXIMUM BUILDING HEIGHT ABOVE UPPER CURB ⅊
10'-0"
F.Y.S.B. 30' BUILDING
ENVELOPE ABOVE
EXISTING GRADE
T.O. MAIN LEVEL F.F.
197'-3"
T.O. BASEMENT F.F.
188'-7"
T.O. RAILING
3'-6" A.F.S.
6 7
9 10
EXISTING GRADE
5'-0"
REDUCED
GARAGE F.Y.S.B.
T.O. UPPER CURB
206'-0" 7'-8" CEILING HEIGHT
T.O. ROOF
210'-6" 15'-0" 3'-4" 14'-9" 13'-9
1 2
"
20'-0" R.Y.S.B. 30'-0"
STAIR TREADS
BEYOND
NEW STAIRS
FLOOR LINE BEYOND
ELEVATION KEYNOTES
EXISTING ROOFING TO BE REPLACED WITH CLASS 'A' STANDING SEAM METAL ROOF.
PROVIDE GUTTERS AND DOWNSPOUTS TIED INTO EXISTING DRAINAGE SYSTEM
EXISTING ROOF TO BE REPLACED WITH NEW ENTRY ROOF
1 2
3 4
5 6
EXISTING STAIR TO BE REPLACED, REFERENCE NEW WORK PLANS
EXISTING WINDOWS / DOOR TO BE REMOVED, REFERENCE NEW WORK PLANS FOR
REVISED OPENING
EXISTING CHIMNEY TO BE REMOVED
CUT OPENING FOR NEW DOOR OR WINDOW, REFERENCE NEW WORK PLANS 7 NEW RAISED ROOF AT ENTRY, REFERENCE NEW WORK PLANS
PROPOSED EXTERIOR LIGHT FIXTURE, REFERENCE EXTERIOR LIGHTING PLAN FOR MORE INFORMATION. LIGHT FIXTURES MUST BE DOWN LIT OR SHIELDED TO PREVENT GLARE. TOP OF FIXTURE TO BE OPAQUE.
8 9 NEW HORIZONTAL SIDING
10 NEW BAY WINDOW
NEW SELF CLOSING WOOD GATE WITH SELF-LATCHING MECHANISM. REFER TO SITE
PLAN FOR HEIGHT
11 EXTERIOR
ELEVATIONS
16 B 1/4" = 1'-0"
PROPOSED EAST ELEVATION
A 1/4" = 1'-0"
EXISTING EAST ELEVATION
132
ZONING SUBMITTAL
DELTA 1 01.20.2022
DELTA 2 04.27.2022
DELTA 3 08.22.2022
08.05.2021
DAVID B. FRITH
349 THIRD STREET
LAGUNA BEACH, CA 92651
949.376.3080
AINA & GORDON MCBEAN
MCBEAN RESIDENCE
31421 HOLLY DR
LAGUNA BEACH, CA 92651
PROJECT:
CLIENT:
PROFESSIONAL SEAL:
ARCHITECT OF RECORD:
SIGNATURE DATE
SUBMISSION DATE
SCALE: AS NOTED
PROJECT NO: 21110
MASTER
BEDROOM
POWDER ENTRY
BEDROOM 1
EXISTING
GARAGE TO REMAIN
EXISTING ROOF
TO REMAIN
EXISTING ROOF
TO REMAIN
NEW ROOF AT
ENTRY
NEW STAIR 9'-0"
T.O. EXISTING GARAGE F.F.
206-3" 8'-8"
T.O. EXISTING BASEMENT F.F.
188'-7"
T.O. EXISTING MAIN LEVEL F.F.
197'-3"
⅊
10'-0"
F.Y.S.B. 30' BUILDING
ENVELOPE ABOVE
EXISTING GRADE
EXISTING GRADE
15' MAXIMUM BUILDING HEIGHT ABOVE UPPER CURB
5'-0"
REDUCED
GARAGE F.Y.S.B.
LINE OF EXISTING
ROOF TO BE REMOVED
T.O. UPPER CURB
206'-0"
40'-0" 13'-0" 7'-8" CEILING HEIGHT 8'-0" CEILING HEIGHT T.O. ROOF
210'-6" 17'-2" 28'-0"
EXISTING RETAINING
WALLS 30'-0" 30'-0"
MASTER ENTRY PANTRY KITCHEN
BATHROOM
12 3"
⅊ ⅊
15' MAXIMUM BUILDING HEIGHT ABOVE UPPER CURB
7'-1"
S.Y.S.B.
4'-4"
S.Y.S.B.
NEW 6'-0" HIGH
WOOD FENCE
EXISTING ROOF
TO REMAIN
NEW ROOF AT
ENTRY 10'-0"
T.O. EXISTING MAIN LEVEL F.F.
197'-3"
T.O. PLATE
207'-3" (10'-0" A.F.F.)
T.O. RIDGE
210'-6" (13'-3" A.F.F.) LINE OF EXISTING
ROOF TO BE REMOVED 13'-2
1 4
" T.O. UPPER CURB
206'-0" 15'-0"
BUILDING SECTIONS
17 B 1/4" = 1'-0"
BUILDING SECTION
A 1/4" = 1'-0"
BUILDING SECTION
133