HomeMy WebLinkAboutPA2023-0051_20230620_Project Plans_1 42x30DESCRIPTIONISSUE DATE
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JOB NO.
IN-HOUSE XX/XX/XX
2203
PLAN CHECK :- - -
PLOT DATE 2/17/23
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LANDLORD SUB 1
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ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
2/17/23COASTAL DEVELOPMENT 1
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K ALL CONTRACTORS SHALL HAVE A CURRENT VALID CITY BUSINESS LICENSE PRIOR TO PERMIT ISSUANCE PER
CITY OF NEWPORT BEACH MUNICIPAL CODE.
A SEPARATE PERMIT IS REQUIRED FOR EACH BUILDING OR STRUCTURE, I.E. FENCE, WALLS, RETAINING WALLS,
AND OUTDOOR AND INDOOR SWIMMING POOLS/SPAS.
ALL HOSE BIBBS MUST BE PROTECTED BY AN ANTI-SIPHON DEVICE.
AN APPROVED BACKWATER VALUE IS REQUIRED FOR DRAINAGE PIPING SERVING FIXTURES LOCATED BELOW THE
ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER. FIXTURES ABOVE SUCH ELEVATION SHALL NOT
DISCHARGE THROUGH THE BACKWATER VALVE.
GENERAL CONTRACTOR SHALL VISIT THE BUILDING SITE AND SHALL FIELD VERIFY ALL CONDITIONS AND
DIMENSIONS PRIOR TO STARTING ANY WORK AND SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK AND
MATERIALS. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES FOUND. THE GENERAL
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SHORING, EXCAVATIONS, TEMPORARY STRUCTURES AND
PARTIALLY COMPLETED PORTIONS OF WORK TO ASSURE SAFE WORKING CONDITIONS.
ALL MATERIAL AND WORKMANSHIP SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL STANDARDS AND TO
APPLICABLE PROVISIONS IN THE LATEST EDITIONS OF THE CBC, CPC, CMC, NEC, LOCAL ORDINANCES SUCH AS BUT
NOT LIMITED TO CITY, COUNTY, FIRE AND ZONING CODES AND WITH THE BEST PRACTICES OF THE TRADE.
GENERAL CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF CONSTRUCTION
AND BRING ANY CODE DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.
GENERAL CONTRACTOR SHALL PROVIDE SAFE AND ADEQUATE TEMPORARY ERECTION BRACING ON ALL BEAMS,
WALLS, ETC., TO PROVIDE FULL STRUCTURAL STABILITY. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL
THE PERMANENT BRACING HAS BEEN COMPLETELY INSTALLED AND SECURED AND THE ELEMENT SUPPORTED IS
CAPABLE OF SUPPORTING THE DESIGN LOADING. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT
THE FINISHED STRUCTURE. UNLESS OTHERWISE SHOWN THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.
THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR
ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES.
ASBESTOS REMOVAL AND DISPOSAL, WHERE REQUIRED SHALL BE PERFORMED BY FIRMS DULY LICENSED FOR
SUCH WORK AND SHALL COMPLY WITH ALL APPLICABLE AGENCY REQUIREMENTS.
SHEETMETAL AND FLASHING REQUIREMENTS SHALL CONFORM WITH THE LATEST EDITIONS OF SMACNA AND NRCA
MANUALS. GLAZING SHALL CONFORM WITH UBC CHAPTER 54. HARDWARE SHALL BE DESIGN-BUILD AND SHALL
CONFORM WITH THE SECURITY REQUIREMENTS OF UBC CHAPTER 67. WALLBOARD AND PLASTERING SHALL
CONFORM WITH THE LATEST EDITION OF THE LATHING AND PLASTERING SPECIFICTIONS OF THE CALIFORNIA
LATHING AND PLASTERING CONTRACTOR'S ASSOCIATION, INC. CASEWORK SHALL CONFORM WITH THE LATEST
EDITION OF THE W.I. MANUAL, CUSTOM GRADE UNLESS HIGHER GRADE IS SELECTED BY OWNER.
THE BUILDER SHALL PROVIDE THE ORIGINAL OCCUPANT WITH A LIST OF THE HEATING, COOLING, WATER HEATING,
AND LIGHTING SYSTEMS AND CONSERVATION AND SOLAR DEVICES INSTALLED IN THE BUILDING AND INSTRUCTIONS
ON HOW TO USE THEM EFFICIENTLY.
AFTER INSTALLING THE INSULATION, THE INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A
CERTIFICATE SIGNED BY THE INSTALLER STATING THAT THE INSTALLATION COMPLIES WITH THE REQUIREMENTS OF
TITLE 24, PART 6, AND THAT THE MATERIALS INSTALLED CONFORM WITH THE REQUIREMENTS OF TITLE 20, CHAPTER
2. THE CERTIFICATE SHALL STATE THE MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION. THE INSTALLED
R-VALUE AND WEIGHT PER SQUARE FOOT. ALL INSULATION MATERIALS SHALL HAVE A FLAME SPREAD RATING NOT
TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450.
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GENERAL CONTRACTORS AND/OR OWNER-BUILDERS SHALL COMPLETE AND SUBMIT A CONTRACTOR'S LIST FORM
TO THE DEPARTMENT OF CODE COMPLIANCE PRIOR TO REQUEST FOR FINAL INSPECTION PER LOCAL ORDINANCE
MUNICIPAL CODE.
ALL CONTRACTORS AND/OR OWNER-BUILDERS MUST SUBMIT CERTIFICATE OF WORKER'S COMPENSATION
INSURANCE COVERAGE PRIOR TO THE ISSUANCE OF A BUILDING PERMIT PER CALIFORNIA LABOR CODE,
SECTION 1800.
APPROVED TEMPORARY SANITARY FACILITIES (I.E. CHEMICAL TOILETS) SHALL BE ON THE CONSTRUCTION SITE
PRIOR TO REQUEST FOR FIRST INSPECTION. PER HEALTH AND SAFETY CODE, SECTION 5416.
CONTRACTOR AND/OR OWNER SHALL PROVIDE A TRASH BIN TO INSURE PROPER CLEAN-UP OF ALL BUILDING
MATERIALS PER LOCAL MUNICIPAL CODE. (VERIFY)
STORAGE OF BUILDING MATERIALS OR DEBRIS SHALL BE CONFINED TO THE LOT FOR WHICH THE PERMIT IS ISSUED.
ADJACENT VACANT PROPERTIES MAY NOT BE UTILIZED FOR FOR THIS PURPOSE UNLESS WRITTEN PERMISSION OF
THE OWNER IS ON FILE WITH THE BUILDING DEPARTMENT. THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED IN A
CLEAR CONDITION AT ALL TIMES PER LOCAL MUNICIPAL CODE. (VERIFY)
ADDRESS NUMERALS SHALL BE A MINIMUM OF 5 INCHES HIGH FOR RESIDENTIAL PROJECTS PER LOCAL MUNICIPAL
CODE. (VERIFY)
CONSTRUCTION HOURS; VERIFY WITH LOCAL MUNICIPAL CODE
USE 26 GAUGE GALVANIZED SHEET METAL FOR AIR DUCTS PENETRATING THROUGH THE WALL, FLOOR OR CEILING,
SEPARATING A GROUP R DIVISION 3 OCCUPANCY FROM A GROUP U-1 OCCUPANCY PER UBC SECTION 302.4
HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARK, OR FLAME
CAPABLE OF IGNITING FLAMMABLE VAPORS, SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING
ELEMENTS AND SWITCHES AT LEAST 18 INCHES ABOVE THE FLOOR LEVEL PER UMC SECTION 508.
WARM AIR FURNACES INSTALLED IN ATTICS SHALL CONFORM TO UMC SECTION 508.
"OR EQUAL" SUBSTITUTIONS MUST BE SUBMITTED TO AND APPROVED BY THE CITY BUILDING OFFICIAL PRIOR TO
INSTALLATION.
HOT MOPPED SHOWER PANS SHALL BE INSPECTED UPON COMPLETION OF HOT MOPPING AND SHALL BE FILLED
WITH WATER FOR INSPECTION.
MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION RATING
COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH ENERGY CALCULATIONS.
title sheet
1.ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR FIXTURES SHALL BE PROVIDED WITH AN EXHAUST
FAN WITH A MINIMUM CAPACITY OF 50 CFM. DUCTLESS FANS ARE UNACCEPTABLE. CDC 1203.4.3.2.1, CMC T-4-4
2.SAFETY GLAZING SHALL BE PROVIDED AT THE FOLLOWING HAZARDOUS LOCATIONS: CBC 2406.3
a.SWINGING AND SLIDING DOORS.
b.WHEN LOCATED WITHIN 60-INCHES OF THE FLOOR SURFACE IN
TUBS, SHOWERS, SAUNAS, OR STEAM ROOMS.
c.WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF DOORS
AND WITHIN 60-INCHES OF WALKING SURFACE.
d.WHERE GLAZING AREA IS MORE THAN 9 SQ. FEET. IN AREA, WITH THE BOTTOM EDGE
LESS THAN 18-INCHES ABOVE THE FLOOR
AND TOP EDGE MORE THAN 36-INCHES ABOVE FLOOR.
e.ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36
INCHES HORIZONTALLY OF WALKING SURFACE AND 60-INCHES
ABOVE WALKING SURFACE.
f.ADJACENT TO STAIRWAYS WITHIN 60-INCHES HORIZONTALLY OF BOTTOM TREAD OF
STAIRWAY AND EXPOSED SURFACE IS WITHIN 60-INCHES ABOVE NOSE OF TREAD.
3.CLEARANCE FOR WATER CLOSET TO BE A MINIMUM OF 24-INCHES IN FRONT, AND 15-INCHES FROM ITS
CENTER TO ANY SIDE WALL OR OBSTRUCTION. CPC 407.5
4.WALL COVERING OF SHOWERS OR TUBS WITH SHOWERS SHALL BE OF CONTENT PLASTER, TILE, OR
APPROVED EQUAL, TO A HEIGHT OF NOT LESS THAN 70-INCHES ABOVE DRAIN INLET. PROVIDE CEMENT BOARD
OR CEMENT PLASTER BACKING FOR TILE. CBC 1210.3
5.THE NET AREA OF THE SHOWER ENCLOSURE SHALL BE 1.024 SQ. INCHES (7.1 SQ. FEET) OR MORE IN CLEAR
FLOOR AREA, AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30-INCH DIAMETER CIRCLE. CPC 411.7
6.EXTERIOR LATH AND PLASTER: PROVIDE TWO LAYERS OF GRADE D PAPER OVER ALL WOOD BASE SHEATHING.
CBC 2510.6
7.THE WATER HEATER BURNER TO BE AT LEAST 18-INCHES ABOVE THE GARAGE FLOOR, IF LOCATED IN A
GARAGE. CPC 805.14
8.PROVIDE A 3-INCH DIAMETER BY 3-FOOT TALL STEEL PIPE EMBEDDED IN CONCRETE SLAB FOR PROTECTION
OF WATER HEATERS IN GARAGE. CPC 508.14
9.WATER HEATERS TO BE STRAPPED AT TOP AND BOTTOM WITH 1- 1/2" X 16 GAUGE STRAP WITH A 3/8" DIA.
X 3" LAG BOLT EACH END. CPC 508.2
10.THE CLOTHES DRYER VENT SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH. CMC 504.3.2
11.SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (R314.3):
a.IN EACH SLEEPING ROOM.
b.OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.
c.ON EVERY LEVEL OF DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS.
SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN
ACCORDANCE WITH SECTIONS R314.4 & R314.5
12.CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (R315.3):
a.OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S).
b.ON EVERY LEVEL OF THE DWELLING UNIT INCLUDING BASEMENTS.
CARBON MONOXIDE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESS
EXEMPTED IN ACCORDANCE WITH SECTIONS R315.1.1 & R315.1.2.
13.ALL RECEPTABLE OUTLETS IN BATHROOMS, ABOVE KITCHEN COUNTERTOP, CRAWL SPACES, GARAGE,
ROOFTOPS, OUTDOOR OUTLETS, WITHIN 6-FEET OF WET BAR SINK/LAUNDRY SINK TO BE PROTECTED BY
GROUND FAULT CIRCUIT INTERRUPTER (GFCI). CEC 210.8
14.ALL 120V SINGLE PHASE, 15 AND 20 AMP OUTLETS (RECEPTABLE, LIGHTING, SMOKE DETECTORS, ETC.) TO BE
PROTECTED BY COMBINATION TYPE ARC-FAULT CIRCUIT INTERRUPTER (AFCI). CEC 210.12
15.ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION OR ADDITIONS >50%.
16.FIELD INSPECTORS TO REVIEW AND APPROVE UNDERGROUND SERVICE REQUIREMENT PRIOR TO CONCRETE
PLACEMENT.
17.EDISON COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION.
18.FACTORY-BUILT FIREPLACES, CHIMNEYS, AND ALL OTHER COMPONENTS SHALL BE LISTED AND LABELED AND
SHALL BE INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF THE LISTING. R1004.1
19.FIREPLACE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY-BUILT
CHIMNEY SYSTEMS AND ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION
INSTRUCTIONS. R1005.2
20.PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4-INCHES ABOVE THE
EARTH OR 2-INCHES ABOVE PAVED AREAS. R703.6.2.1.
21.FOR ADDITIONS GREATER THAN 400 SQ. FT. AND LESS THAN 1000 SQ. FT., PRIOR TO POURING CONCRETE, THE
SOILS ENGINEER SHALL INSPECT AND CERTIFY THE FOLLOWING:
a.FOOTING EXCAVATION AND DESIGN BEARING PRESSURE.
b.ALL GRADING AND COMPACTION OF SUBGRADE.
owner / consultants
ARCHITECTURAL
NOTE: ACCESSORY STRUCTURES, DETACHED PATIO COVERS AND TRELLIS; MASONRY OR CONCRETE
FENCES OVER 3.5 FT HIGH; RETAINING WALLS OVER 4 FT HIGH FROM THE BOTTOM OF THE
FOUNDATION TO THE TOP OF WALL REQUIRE SEPARATE REVIEWS AND PERMITS.
DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND
CERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECK OR APPROVAL BY THE CITY.
413 via lido soud
413 via lido soud
newport beach, ca 92663
DAVID R. OLSON ARCHITECTS, INC.
6 JENNER, SUITE 290, IRVINE, CA 92618
TEL. (949) 450-0093
CONTACT: DAVID R. OLSON, NCARB
LICENSE: C19424
EMAIL: DAVID@OLSONARCHITECT.COM
sheet index
legend
project data
3
A2
3
A2NORTH ARROW
ELEVATION REFERENCE
DETAIL REFERENCE
KEYNOTE REFERENCE
DOOR REFERENCE
WINDOW REFERENCE
SECTION REFERENCE
4
4
A
PAINT COLOR4
B
WINTER EQUINOX
SUMMER SOLSTICE
c a6.2
T1.1 TITLE SHEET
T1.2 3D IMAGES
GN1.1 SPECIFICATIONS
GN1.2 AGENCY NOTES
GN1.3 AREA CALCULATIONS
A1.1 SITE, FIRST FLOOR / GARAGE SLAB EDGE PLANS
A1.2 ROOF PLAN
A2.1 FIRST FLOOR / GARAGE, SECOND FLOOR CONSTRUCTION PLANS
A2.2 ROOF DECK CONSTRUCTION FLOOR PLAN
A3.1 EXTERIOR ELEVATIONS
A4.1 BUILDING SECTIONS
A4.2 BUILDING SECTIONS
A5.1 FIRST FLOOR, SECOND FLOOR REFLECTED CEILING AND UTILITY PLANS
A5.2 ROOF DECK UTILITY PLAN
A6.1 SCHEDULES
D1.1 DETAILS
D1.2 DETAILS
D1.3 DETAILS
ADDRESS: 413 VIA LIDO SOUD, NEWPORT BEACH, CA 92663
ASSESSOR PARCEL NUMBER: 423-172-08
LEGAL DESCRIPTION: LOT 473 OF TRACT 907
GENERAL LAND USE: RM - MULTIPLE RESIDENTIAL
ZONING DISTRICT: RM - MULTIPLE RESIDENTIAL
CONSTRUCTION TYPE: TYPE V-B (SPRINKLERED IN ACCORDANCE WITH NFPA 13D)
OCCUPANCY: R-2
PROJECT TYPE: DEMOLISH EXISTING TRIPLEX AND CONSTRUCT NEW 3 STORY 3 UNIT TRIPLEX
RESIDENCE WITH 2 UNITS AND 1 ADU .
APPLICABLE CODES: THIS PROJECT SHALL COMPLY WITH:
2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA PLUMBING CODE
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA FIRE CODE
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
2019 CALIFORNIA ENERGY EFFICIENCY STANDARD CODE
2019 CALIFORNIA RESIDENTIAL CODE
2019 CALIFORNIA EXISTING BUILDING CODE
AND ALL LOCAL AND STATE AMENDMENTS
FLOOD ZONE: X - .02 PCT ANNUAL CHANCE FLOOD HAZARD
COMMUNITY ASSOCIATION: LIDO ISLE COMMUNITY ASSOCIATION
LOT SIZE: 40.02 X 90 = 3,601.8 SF
COASTAL ZONE: YES
CDP REQUIRED: YES
CATEGORICAL EXCLUSION: NO
SETBACKS
FRONT
REQUIRED PROPOSED
CITY
SIDES
REAR
REMARKS
EXISTING
PARKING
NUMBER SPACES
REQUIRED PROPOSED
CITY
DIMENSIONS
REMARKS
EXISTING
3'
4' (1)
0' (1)
GENERAL
N/A
N/A
N/A
(1)ADDT'L 15' STEPBACK AT FRONT & REAR AND 2'
STEPBACK ON SIDES ON THIRD FLOOR
NOTE: SETBACKS ARE TO FACE OF FINISH
NOTE: CHIMNEYS MAY ENCROACH 30" INTO SIDE SETBACK
BUT NO CLOSER THAN 24" TO PROPERTY LINE
NOTE: SETBACK MAP S-3A
4 (1)
17'-6" X 19' (2)
N/A
N/A
4 (1) (2) (3)
20'-0" X 20'-0" (2)
10'-0" X 35'-2" (4)
(1)2 IN A GARAGE FOR DETACHED AND LESS THAN
4,000 SF.
(2)MINIMUM INTERIOR CLEAR DIMENSION IS 17'-6"
X 19' FOR LOTS 30' WIDE OR LESS PER 20.40.090
(3)2 ENCLOSED
(4)TANDEM PARKING
NOTE: NONE IN REAR SETBACK
NOTE: MINIMUM VERTICAL CLEARANCE AT GARAGE IS 7'
EXCEPT FRONT 4' MAY HAVE 4' VERTICAL CLEARANCE
THIRD FLOOR COVERED
FRONT
SIDES
REAR
10' + 15' (1)
3' + 2' (1)
0' + 15' (1)
10' + 15' (1)
3' + 2' (1)
0' + 15' (1)
N/A
N/A
N/A
SIZE
ALLOWED
CITY
GROSS FLOOR AREA LIMITATION
PROPOSED
SQUARE FOOTAGE TABULATIONS
FIRST FLOOR (COND)
SECOND FLOOR (COND)
1,337.9
REMARKS
TOTAL (COND)
GARAGE / MECH (UNCOND)
1,337.9
425.8
ASSOCIATION GROSS TOTAL
ROOF DECK LIMITATION
4,909.9 SF (6)
5,117 (1) (2)4,386 (1) (3)
695 SFN/A
1.BUILDABLE AREA: 34 X 86 = 2,924 SF.
2.MAX. CITY ALLOWABLE GROSS SQUARE FOOTAGE: 1.75 X 2,924 = 5,117 SF
PER NBMC 20.18 TABLE 2-3
3 MAX. HOA ALLOWABLE GROSS SQUARE FOOTAGE: 1.5 X 2,924 = 4,386 SF
4 MAX. HOA ALLOWABLE GROSS SQUARE FOOTAGE IF MAJORITY OF OPEN SPACE IS
AT STREET: 1.7 X 2,924 = 4,970.8 SF
ASSOCIATION
ALLOWED
4,970 (1) (4)
6 INCLUDES HOA REQUIREMENT TO COUNT INTERIOR VOLUME <15' TWICE AND
COVERED AREAS NOT OPEN ON TWO OPPOSITE SIDES
MINIMUM OPEN SPACE 884.5 SF>438.6 SF (7)
7 MIN. OPEN SPACE = 2,924 X 0.15 = 438.6 SF. ; 2,924 X 0.30 = 877.2 S.F.
< 697 SF (5)
5 MAX. HOA ALLOWABLE ROOF DECK: .25 X 2,786 SF(2ND FLOOR WALL ENVELOPE) =
696 SF (DEPENDENT ON TOTAL PITCHED ROOF AREA)
OPEN SIDE COVERED AREA OVER ALLOTMENT 184.6 SF (8)
8 OPEN SIDE COVERED AREA (OVER COUNTS AS SF) = 2,924 X 0.10 = 292.4 SF.
2ND FLOOR DECKS 355.3 SF
EXTERIOR ENCLOSED AREA
ROOFS
PITCH
ALLOWED PROPOSED
FLAT ROOF MAX
REMARKS
28'
MIN. 3:12
FOR 33' HT.
N/A
24' (1)24' (1)
3:12
CITY ASSOCIATION
ALLOWED
HEIGHTS
MAXIMUM HEIGHT
ALLOWED PROPOSED
28'/33' (1)
GRADE / MEASURING LINE
REMARKS
LOWEST FINISH FLOOR
(1) 28' FLAT/ 33' PITCHED MIN. 3:12
24'24'
10.89' (2)10.89' (2)
(2) ESTABLISHED GRADE PER 20.30.060
11.51 (3)
CITY ASSOCIATION
ALLOWED
(1) MAX 25% OF ROOF AREA
3'
4' (1)
0' (1)
UNIT A UNIT BADU
228.6
375.3
117.1
1,939.6
2,056.7228.6
3,6223.2 TOTAL COND.
4,909.9 S.F.
UNIT B 2ND FLR STAIR AREA 136.2 S.F.(6)
164.8 S.F (6)
4,424.3 S.F.4,970.8 S.F.GROSS TOTAL
(3) AVERAGE TOP OF CURB AT PROPERTY CORNERS
>877.2 SF (7)
4,970.8 S.F.
22.AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC
RIGHT OF WAY
Y AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT OF WAY
Z A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING
DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF
THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB
AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES
INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER
LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE
PROPERTYOWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE
REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR.
AA AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC
RIGHT OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6.
23.ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE
LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE
RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. CONTACT YOUR COMMUNITY ASSOCIATION PRIOR
TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT.
24.PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT OF WAY, AN ENCROACHMENT PERMIT MUST BE
OBTAINED FROM THE PUBLIC WORKS DEPARTMENT.
general building dept notes residential general notes
SOUND TRANSMISSION CONTROL NOTES:
A. APPROVED ACOUSTICAL SEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE
SEPARATION WALL.
B. ALL PENETRATIONS INTO SOUND-RATED PARTITIONS OF FLOOR-CEILING ASSEMBLIES SHALL BE SEALED
WITH APPROVED PERMANENT RESILIENT SEALANT.
C. ALL RIGID CONDUIT, DUCTS, PLUMBING PIPES AND APPLIANCE VENTS LOCATED IN SOUND ASSEMBLIES
SHALL BE ISOLATED FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVES, MOUNTS OR
MINIMUM 1/4" THICK APPROVED RESILIENT MATERIAL.
D. METAL VENTILATING AND CONDITIONED ARE DUCTS LOCATED IN SOUND ASSEMBLIES SHALL BE LINED.
E. MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES TO A POINT 12" BEYOND THE PIPE OR
DUCT, WHENEVER A PLUMBING PIPE OR DUCT PENETRATES A FLOOR-CEILING ASSEMBLY OR WHERE SUCH
UNIT PASSES THROUGH THE PLANE OF THE FLOOR-CEILING ASSEMBLY WITHIN A WALL.
25.
26.ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A
C-34 LICENSED PIPELINE CONTRACTOR OR A LICENSED GENERAL ENGINEERING CONTRACTOR
27.ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A
C-42 LICENSED SANITATION SEWER CONTRACTOR OR A LICENSED GENERAL ENGINEERING CONTRACTOR
SITE
C-1 PRECISE GRADING PLAN - TITLE SHEET
C-2 PRECISE GRADING PLAN - PLAN SHEET
C-3 PRECISE GRADING PLAN - SECTIONS & DETAILS
C-4 PRECISE GRADING PLAN - EROSION CONTROL
C-5 SOILS REPORT RECOMMENDATIONS
DAVE A. PEDERSEN, INC.
20271 ACACIA ST, SUITE 120,
NEWPORT BEACH, CA 92660
TEL. (949) 251-8999 FAX. (949) 251-0899
CONTACT: DAVE A. PEDERSEN
EMAIL: DAVE@DPLANDSCAPE.COM
ARCHITECT
OWNER
CIVIL
ENGINEER
CIVIL
APEX LAND SURVEYING, INC
8512 OXLEY CIR., HUNTINGTON BEACH, CA 92646
TEL.(714) 488-5006
CONTACT: PAUL D CRAFT
CORE STRUCTURE INC.
23172 PLAZA POINTE DR #145, LAGUNA HILLS, CA
92653
TEL. (949) 954-7244
CONTACT: ADA LIU
EMAIL: ADA@CORESTRUCTURE.COM
TOPOGRAPHIC
SURVEY
SOILS
ENGINEER
28."A Cal-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND
UNDERPINNING."
29.THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT IS LIMITED TO THREE YEARS FROM THE
DATE OF THE PERMIT FOR ALL PERMITS ISSUED AFTER AUGUST 21, 2019 AS REQUIRED BY NBMC SECTION
15.02.095.
30.PROVIDE EVIDENCE OF THE 30-DAY NOTIFICATION FOR COMPLETE DEMOLITION OR EXCAVATION TO
ADJOINING PROPERTIES AS REQUIRED BY NBMC SECTION 15.02.120.
31.PROVIDE A PROJECT INFORMATION SIGN FOR PROJECTS REQUIRING FENCING (NEW STRUCTURE OR ADDITION
AND REMODEL TO AN EXISTING STRUCTURE WITH A COMBINED FLOOR AREA EXCEEDING SEVENTY-FIVE (75)
PERCENT OF THE FLOOR AREA OF THE PROPOSED STRUCTURE) IN DESIGNATED "HIGH DENSITY AREAS".
PROJECT SIGN SHALL COMPLY WITH NRMC SECTION 15.60.030.
vicinity map
BB THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT IS LIMITED TO THREE YEARS FROM THE DATE
OF THE PERMIT FOR ALL PERMITS ISSUED AFTER AUGUST 21, 2019 AS REQUIRED BY NBMC SECTION 15.02.095.
deferred submittal
SOLAR PV
SOLAR PV SYSTEM WITH MIN 2.57KW FOR UNIT A, 2.15KW FOR UNIT B REQUIRED MUST BE
OBTAINED UNDER SEPARATE REVIEW AND PERMIT.
DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF
RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN REVIEW.
NOTE:
FIRE SPRINKLERS
OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEETING, INSPECTION
SUBMIT BOUND ATTENTION DESIGN FOR HVAC EQUIPMENT PER ARI. Std. 275. SOUND LEVEL
NOT TO EXCEED 30 DBA (55 Dba WITH TIMER, 65 Dba WITH TIMER AND NEIGHBOR CONSENT)
PER SECTION 10.26.043 OF THE NBMC. LOCATION OF MEASUREMENTS TO BE ADJACENT TO
PROPERTY PATIO OR OPENING.
AIR CONDITIONING
LANDSCAPE
ARCHITECT
CC PROVIDE EVIDENCE OF THE 30-DAY NOTIFICATION FOR COMPLETE DEMOLITION OR EXCAVATION TO
ADJOINING PROPERTIES AS REQUIRED BY NBMC SECTION 15.02.120.
DD PROVIDE A PROJECT INFORMATION SIGN FOR PROJECTS REQUIRING FENCING (NEW STRUCTURE OR
ADDITION AND REMODEL TO AN EXISTING STRUCTURE WITH A COMBINED FLOOR AREA EXCEEDING
SEVENTY-FIVE (75) PERCENT OF THE FLOOR AREA OF THE PROPOSED STRUCTURE) IN DESIGNATED "HIGH
DENSITY AREAS". PROJECT SIGN SHALL COMPLY WITH NBMC SECTION 15.60.030.
SHARONA COHEN & EDWIN HARONIAN
new triplex
T1.1
COAST GEOTECHNICAL, INC
1200 W. COMMONWEALTH AVE.
FULLERTON, CA 92833
TEL. (714) 870-1211
EMAIL: COASTGEOTEC@SBCGLOBAL.NET
DESCRIPTIONISSUE DATE
pr
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1-
1
9
-
2
2
10/20/17
4
7
0
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2
6
1
8
(9
4
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)
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9
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JOB NO.
IN-HOUSE XX/XX/XX
2203
PLAN CHECK :- - -
PLOT DATE 2/17/23
41
3
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LANDLORD SUB 1
41
3
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x
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
2/17/23COASTAL DEVELOPMENT 1
T1.2
3d images
3'-0"
SIDE
SETBACK
3'-0"
SIDE
SETBACK
4'-
0
"
FR
O
N
T
SE
T
B
A
C
K
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
N72°31'00"W 40.02'
N72°31'00"W 40.02'
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
boardwalk
existing
boat
yard
existing
triplex
dn
up
1331.6 sf
226.1 sf
118.5 sf
374.3 sf
429.2 sf
<182.7 sf>
<21.7 sf>
3'-0"
SIDE
SETBACK
3'-0"
SIDE
SETBACK
4'-
0
"
FR
O
N
T
SE
T
B
A
C
K
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
N72°31'00"W 40.02'
N72°31'00"W 40.02'
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
boardwalk
existing
boat
yard
existing
triplex
up
dn
1956.1 sf
133.1 sf
<179.2 sf>
<293.6 sf>
(70.3 sf)
<54.0 sf>
3'-0"
SIDE
SETBACK
3'-0"
SIDE
SETBACK
4'-
0
"
FR
O
N
T
SE
T
B
A
C
K
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
N72°31'00"W 40.02'
N72°31'00"W 40.02'
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
boardwalk
existing
boat
yard
existing
triplex
dn
498.7 sf
77.4 sf
a/c well
DESCRIPTIONISSUE DATE
pr
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1-
1
9
-
2
2
10/20/17
4
7
0
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JOB NO.
IN-HOUSE XX/XX/XX
2203
PLAN CHECK :- - -
PLOT DATE 2/17/23
41
3
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1
LANDLORD SUB 1
41
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ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
2/17/23COASTAL DEVELOPMENT 1
GN1.3
area
calculations
first floor / garage area calculation 3/16"=1'-0"A
area calculations
second floor area calculation Broof deck area calculation C 3/16"=1'-0"3/16"=1'-0"
MAXIMUM LOT COVERAGE
MAXIMUM GROSS SQ. FTG.
F.A.R.
PROPOSED
5,117 SF
ALLOWED
FLOOR AREA
TOTAL
FLOOR AREA CALCULATION
BUILDABLE AREA
LOT SIZE 3,601.8 SF
DECK AREA CALCULATIONS REQUIREDOFF-STREET PARKING
GROSS DWELLING FLOOR AREA
REQUIRED
NUMBER OF TOTAL PARKING SPACES
NUMBER OF GARAGE SPACES
2ND FLOOR COVERED DECK
ROOF DECK (UNCOVERED)
TOTAL DECK AREA
1956.1 SF
PROPOSED
940 SF
PROPOSED
2,924 SF
1.75
N/A
PROPOSED
TOTAL
2,449.4 SF
498.7 SF
ADU
2,449.4 SF
GARAGE
2 PER UNIT
2 PER UNIT
17'-6"X19'
2
2
20'-0"X20'-0"
118.5 SF
N/A
363.9 SF
OPEN SPACE CALC
15% OF BUILDABLE AREA
GROSS DWELLING FLOOR AREA
AREA
REQUIRED
438.75 SF
BUILDABLE AREA 2,925 SF
AREA
PROPOSED
884.5 SF
175.0 SF
293.6 SF
182.7 SF
179.2 SF
54.0 SF
PROPOSED
UNIT A UNIT B
1,990.3 SF
10'-0"X35'-0"
2
2 4,439.7 S.F.
PROPOSED
UNIT A UNIT B
FIRST FLOOR
SECOND FLOOR
226.1 SF
1335.0 SF
429.2 SF 374.8 SF
1,990.3 SF
2,449.4 SF1,990.3 SF
70.3 SF
293.6 SF
EXTERIOR STAIR (UNCOVERED)77.4 SF
3'-0"
SIDE
SETBACK
3'-0"
SIDE
SETBACK
4'-
0
"
FR
O
N
T
SE
T
B
A
C
K
newport bay
via lido soud
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
N72°31'00"W 40.02'
N72°31'00"W 40.02'
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
boardwalk
existing
boat
yard
existing
triplex
w/d
uc ref
ice
garage a
garage b wh
adu/bed 2a
laundry a
bar
living akitchen a great room
hall a
covered deck
ref/frz
dw
dn
uc ref
bath 2a
master bed a
master bath a
dssr
wh
foyer b
bed 1a
pantry
elev
up
bath 1a
powder
micro
bbq
ct
dssr
4'-0"
4'-
1
1
/
2
"
4'-0 1/4"
8 3
/
4
"
3'-0"
SIDE
SETBACK
3'-0"
SIDE
SETBACK
4'-
0
"
FR
O
N
T
SE
T
B
A
C
K
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
N72°31'00"W 40.02'
N72°31'00"W 40.02'
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
boardwalk
existing
boat
yard
existing
triplex
garage a
garage b
adu/bed 2a
laundry a
bar
living akitchen a great room
hall a
covered deck
dn
bath 2a
master bed a
master bath a
foyer b
bed 1a
elev
up
bath 1a
powder
b a4.1
f
a4.2
e
a4.2
a a4.1 c a4.1
d
a4.2
1 1/2"
F.F. = 10.59
T.O.C. = 12.09
18"
F.S. = 11.51
F.F. = 12.09
18
"
PAD = 10.09
18
"
8"
10"
4"
4"
T.O.C. = 12.09
F.F. = 12.09
6"
6"
6"
F.S. = 11.51
SL
O
P
E
2
"
SL
O
P
E
2
"
8'-4"1'-9 1/2"1'-7 1/2"17'-4"1'-9 1/2"
19
'
-
3
1
/
2
"
2'-1 1/2"
1'
-
1
1
1
/
2
"
6'-
1
0
"
1'
-
1
1
1
/
2
"
2'
-
1
0
"
23
'
-
6
"
1'
-
6
"
7'
-
6
"
4'
-
1
1
3
/
4
"
4'
-
8
"
1'-0"
1'-0"
6"26'-0"
1'-
2
"
5'-6"
33
'
-
4
3
/
4
"
1'
-
6
"
6'-
6
"
1'
-
6
"
37
'
-
1
1
/
2
"
3'-
0
"
4'-
8
1
/
2
"
1'-0"
1'-3 1/2"6"2"6"11 1/2"1'-3 1/2"6"
1'-0"
3'-
1
0
"
1'-
2
"
3'
-
0
"
3'-6 3/4"2'-5"
4"
5'-3 1/2"6"10'-11 1/4"1'-0 1/4"3'-11 1/2"
3
1
/
2
"
9'-9 1/2"6"
3'-
4
"
9'-9 1/2"2'-0"
3'-
5
"
1'
-
1
1
/
2
"
1'-
3
"
1'
-
3
"
2'-
5
1
/
4
"
2'-
8
"
15'-5"4'-3 1/2"3'-6"4'-1 3/4"4'-4"1'-3 1/2"
2
3
/
4
"
1'-
4
1
/
2
"
3'
-
5
1
/
2
"
1'
-
8
"
2'-6"2'-6"
1'
-
8
"
3'
-
5
1
/
2
"
10
1
/
2
"
1'
-
5
3
/
4
"
4'
-
7
"
8'
-
5
"
2'
-
1
1
/
2
"
9'
-
1
"
2'-
7
1
/
2
"
20
'
-
0
1
/
2
"
31
'
-
9
"
3'-
5
"
11'-9 1/2"6"
41
'
-
1
1
1
/
4
"
29
'
-
1
0
3
/
4
"
32'-0"
A1.1
site & slab edge
plans
L
K
J
H
G
F
E
D
C
B
A
site plan general notes
REFER TO CIVIL ENGINEERING PLANS FOR EXACT BUILDING LOCATIONS, GRADING,
DRAINAGE, FLOWLINES, GUTTERS, CURBS, ETC.
REFER TO LANDSCAPE PLANS FOR LANDSCAPE, SITE IRRIGATION, HARDSCAPE WALLS,
GATES, POOL AND FOUNTAIN FEATURES, EXTERIOR SCULPTURE PEDESTALS, EXTERIOR
EQUIPMENT LOCATIONS (CONDENSING UNITS, ETC.), SITE LIGHTING, ETC. NOT A PART
REFER TO CIVIL ENGINEERING PLANS FOR EXISTING UTILITY LOCATIONS, FIELD VERIFY
REFER TO UTILITY PLAN FOR HOSE BIBBS/BBQ GAS STUB OUTS
METER LOCATIONS ARE APPROXIMATE; DESIGN BUILD SUBCONTRACTOR TO FIELD VERIFY
EXACT LOCATION AND TO RECEIVE APPROVAL FROM THE APPROPRIATE UTILITY COMPANY
IN REGARD TO LOCATIONS (CONDENSING UNITS, ETC.), SITE LIGHTING, ETC.
FRONT PROPERTY CORNERS TO BE LOCATED PRIOR TO CONSTRUCTION.
POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES
REQUIRE SEPARATE REVIEWS AND PERMITS.
ELECTRICAL SERVICE TO BE UNDERGROUND IF SERVICE IS RELOCATED OR A NEW
SERVICE IS INSTALLED.
GRADING INSPECTOR IS TO BE CONTACTED TO SCHEDULE A SITE PRE-CONSTRUCTION
MEETING 48 HRS PRIOR TO START OF GRADING OR CONSTRUCTION.
ELECTRIC COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO
INSTALLATION.
FIELD INSPECTORS TO REVIEW AND APPROVE UNDERGROUND SERVICE REQUIREMENT
PRIOR TO CONCRETE PLACEMENT.
EXISTING PROPERTY LINE
IN-WALL DRAIN - TIE TO CIVIL SYSTEM
NEW HARDSCAPE WITH SLOPE TO DRAIN PER CIVIL
FLUSH PLANTER AREA
EXISTING PUBLIC SIDEWALK AND CURB
PROPERTY LINE FENCE / WALL PER CIVIL DRAWINGS. MAXIMUM HEIGHT NOT TO EXCEED 6'
ABOVE EXISTING SURFACE. ENTIRE FENCE/WALL TO BE ON THIS PROJECT'S PROPERTY
DASHED LINES INDICATE BUILDING SETBACK LINE TO FACE OF FINISH
STEPS PER LANDSCAPE PLANS
NEW GATE PER LANDSCAPE PLANS
GAS METER LOCATION
MECHANICAL EQUIPMENT LOCATION PER CIVIL
ELECTRICAL METER LOCATION - VERIFY WITH CIVIL
SEWER LATERAL LOCATION - VERIFY WITH CIVIL
UTILITIES AS NOTED - VERIFY WITH CIVIL
AUTOMATICALLY ILLUMINATED BUILDING ADDRESS NUMBERS
EXISTING LOW WALL
17
site plan keynotes
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
18 BOTTOMLESS TRENCH DRAIN PER CIVIL
19 EXISTING WALL WITH NEIGHBORING PROPERTY TO REMAIN
DOWNSPOUT-TIE TO CIVIL SYSTEM
M A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING
AND UNDERPINNING."
N POOLS, SPAS, FENCES, PATIO COVERS, AND OTHER FREESTANDING STRUCTURES
REQUIRE SEPARATE REVIEWS AND PERMITS.
O FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS AND HANDRAILS OR ANY
COMBINATION THEREOF SHALL NOT EXCEED 42" FROM EXISTING GRADE PRIOR TO
CONSTRUCTION WITHIN THE REQUIRED SETBACK AREA(S).
site plan 3/16"=1'-0"Aslab edge plan 1/4"=1'-0"B
4 31
8
1
7
8
4
4
9
4
1
9
4
8
7
9
4
7
3 3
4 31
DESCRIPTIONISSUE DATE
pr
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s
s
s
e
t
1-
1
9
-
2
2
10/20/17
4
7
0
w
a
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d
ir
v
i
n
e
,
c
a
9
2
6
1
8
(9
4
9
)
4
5
0
.
0
0
9
3
in
f
o
@
o
l
s
o
n
a
r
c
h
i
t
e
c
t
.
c
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m
JOB NO.
IN-HOUSE XX/XX/XX
2203
PLAN CHECK :- - -
PLOT DATE 2/17/23
41
3
v
i
a
l
i
d
o
s
o
u
d
1
LANDLORD SUB 1
41
3
v
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i
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ne
w
p
o
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b
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a
c
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,
c
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9
2
6
6
3
ne
w
t
r
i
p
l
e
x
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
2/17/23COASTAL DEVELOPMENT 1
3'-0"
SIDE
SETBACK
3'-0"
SIDE
SETBACK
4'
-
0
"
FR
O
N
T
SE
T
B
A
C
K
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
N72°31'00"W 40.02'
N72°31'00"W 40.02'
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
boardwalk
existing
boat
yard
existing
triplex
w/d
uc ref
ice
garage a
garage b wh
adu/bed 2a
laundry a
bar
living akitchen a great room
hall a
covered deck
ref/frz
dw
dn
uc ref
bath 2a
master bed a
master bath a
dssr
wh
foyer b
bed 1a
pantry
elev
up
bath 1a
powder
micro
bbq
ct
dssr
b a4.1
f
a4.2
e
a4.2
a a4.1 c a4.1
d
a4.2
3'
-
5
12"
33
'
-
4
12"
9'-
6
"
37
'
-
1
12"
2'-6"26'-1112"2'-6"
32'-0"
1'
-
8
"
4'-
7
12"
4'
-
8
"
5'
-
0
"
7'-
6
"
1'-
6
"
26
'
-
4
"
1'
-
1
1
12"
1'
-
1
1
12"
6'-
1
0
"
19
'
-
3
12"
1'-1112"
8'-0"
1'-1112"
17'-0"
1'-1112"
30'-1012"
2'-112"
3'-
1
0
"
14
'
-
7
"
13
'
-
1
1
12"
10
'
-
1
1
12"
1'-0"
1'-0"
1'-0"
1'
-
8
"
3'-0"
SIDE
SETBACK
3'-0"
SIDE
SETBACK
4'-
0
"
FR
O
N
T
SE
T
B
A
C
K
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
N72°31'00"W 40.02'
N72°31'00"W 40.02'
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
boardwalk
existing
boat
yard
existing
triplex
ref/
frz
pantry
kitchen b
dw
bbq
bar
up
open
master bed b
bed 3b
bed 2b
living bdining b
covered outdoor room
hall b
ext.
stairs b
balcony
uc wine uc ref
roof
below
li
n
e
n
powder
fp
/
t
v
a
b
v
ba 2b
linen
ba 3b
ju
l
i
e
t
t
e
b
a
l
c
o
n
y
master closet b
master bath b
fp / tv abv
coats
elev
den / bed 1b
ba 1b
stacked
dn
micro
b a4.1
f
a4.2
e
a4.2
a a4.1 c a4.1
d
a4.2
8'-
5
"
40
'
-
8
"
3'
-
9
12"
5'
-
3
12"
3'
-
3
12"
1'
-
0
"
5'-1112"
3'-8"
3'-0"3'-5"9'-0"3'-5"3'-412"
3'
-
3
12"
15
'
-
5
"
14
'
-
7
"
16
'
-
3
"
1'
-
4
"
7'-
3
12"
5'
-
4
"
6'
-
0
"
5'-
6
"
9'
-
7
"
32'-0"
16
'
-
9
12"
17
'
-
7
"
12
'
-
1
12"
3'-0"1'-0"
4'-0"
2'-112"
1'-0"
1'
-
4
"
19
'
-
9
12"
12
'
-
4
12"
DESCRIPTIONISSUE DATE
pr
o
g
r
e
s
s
s
e
t
1-
1
9
-
2
2
10/20/17
4
7
0
w
a
l
d
ir
v
i
n
e
,
c
a
9
2
6
1
8
(9
4
9
)
4
5
0
.
0
0
9
3
in
f
o
@
o
l
s
o
n
a
r
c
h
i
t
e
c
t
.
c
o
m
JOB NO.
IN-HOUSE XX/XX/XX
2203
PLAN CHECK :- - -
PLOT DATE 2/17/23
41
3
v
i
a
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i
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o
s
o
u
d
1
LANDLORD SUB 1
41
3
v
i
a
l
i
d
o
s
o
u
d
ne
w
p
o
r
t
b
e
a
c
h
,
c
a
9
2
6
6
3
ne
w
t
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i
p
l
e
x
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
2/17/23COASTAL DEVELOPMENT 1
A2.1
first & second floor
construction
plans
first floor / garage plan 1/4"=1'-0"A
2X4 WOOD STUD WALL WITH STUDS AT 16" O.C.; PROVIDE 3 1/2" UNFACED BATT
INSULATION AT INTERIOR WALLS; USE 3X4 WHERE REQUIRED BY STRUCTURAL
DRAWINGS; CARRY FULL HEIGHT AT BEDROOM/BATHROOM/ MECH. RM. WALLS
WITH ONE LAYER OF 5/8" TYPE "X" AND BATT INSUALTION FOR SOUND
ATTENUATION. USE SLIP JOINT AT NON-BEARING CONDITIONS PER STRUCTURAL;
USE 2X6 OR 2X8 WHERE INDICATED ON PLAN OR REQUIRED BY STRUCTURAL.
2X6 WOOD STUD WALL AT ALL PLUMBING WALLS U.N.O. AND WHERE INDICATED ON
PLAN; 16" O.C.; BATT INSULATION TO BE R21 AT EXTERIOR WALLS OR PER T24,
WHICHEVER IS GREATER; PROVIDE 3 1/2" UNFACED BATT INSULATION AT INTERIOR
WALLS FOR SOUND ATTENUATION; CARRY FULL HEIGHT AT
BEDROOM/BATHROOM/MECH. RM. WALLS WITH ONE LAYER OF 5/8" TYPE "X" AND
BATT INSULATION FOR SOUND ATTENUATION; USE SLIP JOINT AT NON-BEARING
CONDITIONS.
VENEER WHERE OCCURS
wall legend
plan keynotes
4
5/8" TYPE "X" GYPSUM BOARD FOR 1 HOUR CONSTRUCTION PER CBC 406.1.4
ON ALL WALLS AND CEILINGS ADJACENT TO LIVING SPACE AND ALL WALLS SUPPORTING THE
HORIZONTAL PORTION OF THE OCCUPANCY SEPARATION WHERE OCCURS.
FIRE & SOUND RATED WALL PER LEGEND
1
2
5
CLOSET SHELF AND POLE AS SELECTED
6
11
3
12
13
8
COOKTOP/RANGE EXHAUST. PROVIDE UTILITIES AS REQUIRED. INSTALL PER MANUFACTURER'S
INSTRUCTIONS.
A) HOOD AS SELECTED BY OWNER; PROVIDE MINIMUM 100 CFM; VENT TO OUTSIDE
B) DOWNDRAFT; INSTALL PER MANUFACTURER'S INSTRUCTIONS
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
SINGLE SINK WITH GARBAGE DISPOSAL. PROVIDE POWER TO DISPOSAL AS REQUIRED. SINK
FAUCET TO HAVE MAXIMUM FLOW RATE OF 1.5GPM AT 60 P.S.I; PROVIDE POWER TO DISPOSAL
AS REQUIRED
REFRIGERATOR/FREEZER AS SELECTED. PROVIDE POWER AND COLD WATER SUPPLY AS
REQUIRED. INSTALL OUTLET AT HEIGHT AS RECOMMENDED BY MANUFACTURER
TUB AS SELECTED
DISHWASHER AS SELECTED; PROVIDE UTILITIES AS REQUIRED
VERIFY PULLMAN/COUNTER WITH OWNER. WALL MOUNTED LAVATORIES AND TOILETS ARE NOT
PERMITTED IN SOUND-RATED PARTITIONS
MINIMUM CLEARANCE REQUIREMENTS FOR WATER CLOSETS TO BE 30" WIDE AND
MINIMUM CLEARANCE IN FRONT OF WATER CLOSET TO BE 24". WATER CLOSETS
TO BE LOW FLUSH TOILETS PER HSC 17921.3(b). WALL MOUNTED LAVATORIES AND TOILETS ARE
NOT PERMITTED IN SOUND-RATED PARTITIONS.
SOAP/SHAMPOO NICHE;
A) 12" W X 16" H SHAMPOO NICHE WITH SHELF AT 4" FROM TOP; SET BOTTOM OF SOAP NICHE AT
36"± ABOVE SHOWER FLOOR. SLOPE BOTTOM OF EACH NICHE SLIGHTLY FOR DRAINAGE.
B)12"X12" SHAMPOO NICHE (VERIFY DIMENSIONS W/OWNER); SET BOTTOM OF SHAMPOO NICHE
AT 36"± ABOVE TUB DECK (MAINTAIN 12" MODULE) AND SET SOAP NICHE AT 12" ABOVE TUB
DECK. SLOPE BOTTOM OF EACH NICHE SLIGHTLY FOR DRAINAGE.
14"X6" SCREENED VENT
LOW VENT FOR COMBUSTION AIR VENT WITHIN 12'' OF FLOOR
HIGH VENT FOR COMBUSTION AIR VENT WITHIN 12" OF CEILING
18" HIGH X 3/4" PAINTED EXTERIOR PLYWOOD PLATFORM
MAINTAIN 2" CLEARANCE TO COMBUSTIBLE MATERIALS PER LISTING. PROVIDE METAL STUD
SPACERS WHERE REQUIRED
DECK DRAIN ROUTED TO CIVIL SYSTEM SLOPE DECK TO DRAIN FOR POSITIVE DRAINAGE;
PROVIDE ADJACENT THROUGH WALL OVERFLOW AT 2" ABOVE FINISH SURFACE. SEE 15/D1.3
42'' HIGH GUARDRAIL
LINEN CLOSET, STORAGE CABINET, DESK, PANTRY OR BUFFET AS SELECTED
PROVIDE TILE OR STONE MINIMUM 70" ABOVE DRAIN AT ALL SHOWERS; MORTAR SET OVER
MEMBRANE; HOT MOPPED SHOWER PANS SHALL BE INSPECTED UPON COMPLETION OF HOT
MOPPING AND SHALL BE FILLED WITH WATER FOR INSPECTION. NET AREA TO BE MINIMUM 1024
IN2. I. W/ MIN. 30" DIA. CIRCLE.
LAUNDRY SINK AS SELECTED
7
PROVIDE RECESSED IRON ANGLE SUPPORTS AT BAR/COUNTERS
9
10
STACKABLE WASHER AND DRYER AS SELECTED; PROVIDE UTILITIES AS REQUIRED. PROVIDE
SMOOTH, METAL DRYER VENT TO OUTSIDE PER CODE AND LOCAL AGENCY REQUIREMENTS.
USE 5" ROUND DUCTS WITH (2) 90 DEGREE BENDS; DRYER DUCT SHALL HAVE A BACKDRAFT
DAMPER PER CMC 504.1; VENT THROUGH ROOF; MAXIMUM 14'
FIREPLACE FINISHES AS SELECTED
14
15
TEMPERED/SAFETY GLASS ENCLOSURE AT TUB OR SHOWER. SHOWERS TO BE RECESSED
42" HIGH TEMPERED GLASS GUARDRAIL
DASHED LINE INDICATES EDGE OF CEILING OR PROJECTION OR WALL ABOVE
MECHANICAL UNIT PER T-24. MAINTAIN A MINIMUM 30" DEEP UNOBSTRUCTED WORKING SPACE
IN FRONT OF FURNACE PER CMC SECTION 904.11.4. FAU CLOSET MUST BE 12" WIDER THAN THE
FURNACE(S) BEING INSTALLED.
UNDER COUNTER ICE REF; PROVIDE UTILITIES AS REQUIRED
50' MAXIMUM PATH OF TRAVEL TO EXIT STAIR PER R311.440
BAR SINK AS SELECTED, WITH GARBAGE DISPOSAL41
42
PROVIDE CLASS A WATERPROOF ROOF DECK BY DEX-O-TEX WEATHERWEAR OR NOBLE OR
BETTER, SLOPE MIN. 2% TO DECK DRAIN. ICC-ES ESR-1757
LANDINGS SHALL NOT BE MORE THAN 1-1/2" LOWER THAN TOP OF THRESHOLD WHERE THE
DOOR SWINGS OVER THE THRESHOLD. LANDINGS ON THE EXTERIOR SIDE SHALL NOT BE MORE
THAN 7-3/4" INCHES BELOW THE TOP OF THRESHOLD PROVIDED THE DOOR DOES NOT SWING
OVER THE LANDING OR FLOOR (R311.3.1). PROVIDE STAINLESS STEEL FLASHING SHEET AT
FACE OF FOOTING AT TRANSITION TO DOOR THRESHOLD LANDING LENGTH TO BE A MINIMUM
OF 36" IN THE DIRECTION OF TRAVEL.
43
RECESSED MEDICINE CHEST AS SELECTED; VERIFY LOCATIONS
UNDER COUNTER REFRIGERATOR, PROVIDE UTILITIES AS REQUIRED
A) DIRECT VENT GAS FIREPLACE WITH GLASS FRONT; MONTIGO H42DF OR EQUAL. DRAWINGS
FOR SPECIFICATIONS AS SELECTED. INSTALL PER MANUFACTURER'S SPECS, PROVIDE COVER
GLASS AT MASTER BEDROOM; ROUTE VENT THROUGH FLOOR JOISTS THROUGH EXTERIOR
SIDEWALL
B) DIRECT VENT GAS FIREPLACE WITH GLASS FRONT; MONTIGO P52DF OR EQUAL. DRAWINGS
FOR SPECIFICATIONS AS SELECTED. INSTALL PER MANUFACTURER'S SPECS, PROVIDE COVER
GLASS AT MASTER BEDROOM; ROUTE VENT THROUGH FLOOR JOISTS THROUGH EXTERIOR
SIDEWALL
44 SILL AT 42" A.F.F
45 ALL ACCESSORY STRUCTURES ON ROOF DECK (COUNTERS, BBQ SPA, ETC.) TO COMPLY WITH
FLAT HEIGHT LIMITATION (24')
ELEVATOR CONTROL PANEL. PROVIDE 30X36 WORKING CLEARANCE
1HR FIRE RATED WALL. 2X4 WOOD STUD WALL WITH STUDS AT 16" O.C.; 1 LAYER
5/8" W.R. TYPE "X' GYP. BD. O/ 1/2" PLYWOOD PLYWOOD SHEATHING WHERE
OCCURS PER STRUCTURAL DRAWING ON EXTERIOR. R19 BATT INSULATION.
5/8" TYPE "X" W.R. GYPSUM BOARD ON THE INTERIOR. SEE DETAIL 20/D1.2
46 NOT USED.
HATCHED AREA INDICATES 1HR & SOUND RATED FLOOR ASSEMBLY ABOVE PER DETAIL 18/D1.2
IRON AWAY E-342 FOLD-DOWN IRONING BOARD OR EQUAL; PROVIDE UTITLIES AS REQUIRED
UNDER COUNTER WINE COOLER; PROVIDE UTILITIES AS REQUIRED
AS SELECTED. PROVIDE POWER AND COLD WATER SUPPLY AS REQUIRED. INSTALL OUTLET AT
HEIGHT AS RECOMMENDED BY MANUFACTURER
2x6 PLUMBING WALL PER WALL LEGEND
RESIDENTIAL ELEVATOR PER SPECIFICATIONS
47 DASHED LINE INDICATES ADHERED STONE VENEER
48 DECORATIVE WOOD TRELLIS; PAINT TO MATCH WOOD SIDING
FLOOR DRAIN ROUTED DOWN THROUGH WALL TO CIVIL SYSTEM
2X4 WOOD STUD LOW WALL WITH STUDS AT 16" O.C.
1HR FIRE AND SOUND RATED WALL. 2X WOOD STUD WALL WITH STUDS AT 16"
O.C.; 1 LAYER 1/4" GYP. BD. BASE LAYER EACH SIDE WITH 1 LAYER 5/8" TYPE "X'
GYP. BD. TOP LAYER EACH SIDE. SEE DETAIL 19/D1.2
NOT USED.
second floor plan 1/4"=1'-0"B
3
13
15
10
12
11
21
38 22
19
7
1A
6
3725
83041
42
22
23
42 4219
22
38
25
2420
23
24
22
19
25
543
9 28
26
21
16
18
42
5
5
38
2
8
19
22
3
37
27
37
27
27
28
26 9 25 5 2423 20
5
27
27
SLOPE
SLO
P
E
3
35
15
10
12
11
13
35
83141
1B
6
21
21
2522
19
34
43
423822
16
18
19
22
23
7 1A 6
21
25
3
42 38
38
3
19
22
24
23
25
22
20 2423 2024 23
42 14
19
22
38 25
34
34
19
F
F
A
B
C
D
E
G
G
H
G
G
J
J
L
K
K
L
L
L
C
Q
MMN
101
102
103
104105
106
107
108
109
110
111
112
113
113
114
115116
117
118
119
201
202
203
204
205
206
207
208
209
210 211
212
213
214
215
216
217
218
120
3'-0"
SIDE
SETBACK
3'-0"
SIDE
SETBACK
4'-
0
"
FR
O
N
T
SE
T
B
A
C
K
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
N72°31'00"W 40.02'
N72°31'00"W 40.02'
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
boardwalk
existing
boat
yard
existing
triplex
roof deck
dn
b a4.1
f
a4.2
e
a4.2
a a4.1 c a4.1
d
a4.2
15'-10"
4'
-
7
"
37
'
-
5
"
3'-112"
23
'
-
3
12"
11
'
-
9
"
3'-
7
12"
3'-
4
"
10
'
-
9
12"
slope
3:12
slope
3:12
slope
3:12
slope
3:12
slope
3:12
slope
3:12
slope
3:12
slope
3:12
slope
3:12
slope
3:12slope
3:12
slope
3:12
slope
3:12
slope
3:12
slope
3:12
slope
3:12
slope
3:12
slope
3:12
slope
3:12
slope
3:12
slope
3:12
slope
3:12
DESCRIPTIONISSUE DATE
pr
o
g
r
e
s
s
s
e
t
1-
1
9
-
2
2
10/20/17
4
7
0
w
a
l
d
ir
v
i
n
e
,
c
a
9
2
6
1
8
(9
4
9
)
4
5
0
.
0
0
9
3
in
f
o
@
o
l
s
o
n
a
r
c
h
i
t
e
c
t
.
c
o
m
JOB NO.
IN-HOUSE XX/XX/XX
2203
PLAN CHECK :- - -
PLOT DATE 2/17/23
41
3
v
i
a
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i
d
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s
o
u
d
1
LANDLORD SUB 1
41
3
v
i
a
l
i
d
o
s
o
u
d
ne
w
p
o
r
t
b
e
a
c
h
,
c
a
9
2
6
6
3
ne
w
t
r
i
p
l
e
x
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
2/17/23COASTAL DEVELOPMENT 1
A2.2
roof plan
roof plan keynotes
CONNECT ROOF DRAINS TO SUB-GRADE DRAINAGE SYSTEM; VERIFY WITH CIVIL ENGINEER OR
LANDSCAPE ARCHITECT. WHERE ROOF DRAINS ARE REQUIRED, OVERFLOW DRAINS HAVING
THE SAME SIZE AS THE ROOF, SHALL BE INSTALLED WITH THE INLET FLOOR LINE LOCATED 2"
ABOVE THE LOW POINT OF THE ROOF. OVERFLOW DRAINS SHALL BE INDEPENDENT OF ROOF
DRAINS, ALL ROOF DRAINS SHALL BE EQUIPPED WITH STRAINERS EXTENDING NOT LESS THAN
4" ABOVE THE IMMEDIATE SURFACE.
GANG ALL VENT STACKS WHEREVER POSSIBLE AND WHERE ALLOWED BY CODE TO MINIMIZE
ROOF PENETRATIONS, LOCATE IN AN ORDERLY MANNER AND IN AN AREA SO AS NOT TO BE
SEEN FROM ANY GRADE LEVEL SURROUNDING AREAS, PRIME AND PAINT TO MATCH GRAVEL
BALLAST.
ICC NUMBER FOR BRISTOLITE SKYLIGHTS: ESR-3177
ALL B.U.R. AREAS TO SLOPE AT 1/4" PER FOOT MINIMUM
PROVIDE ATTIC DRAFT STOP AT 3000 S.F. MAXIMUM
ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT METAL MESH
WITH MESH OPENINGS OF 1/4" IN DIMENSION.
DETAILS FOR VENT PIPE FLASHING 12/D1.2
WATERPROOF DECK BY DEX-O-TEK WEATHERWEAR OR BETTER, SLOPE TO THROUGH WALL
OVER FLOW SCUPPER AND DECK DRAIN WITH IN WALL DRAIN LINE TIED TO CIVIL. ICC-ES
ESR-1757
42" HIGH TEMPERED GLASS GUARDRAIL
LINE OF WALL BELOW
3" DRAIN-ROUTE TO CIVIL SYSTEM
ROOF DECK BELOW
DASHED LINES INDICATE PVE SOLAR ARRAY. SOLAR PV WITH MINIMUM 2.88 kW DC MUST BE
OBTAINED UNDER SEPARATE REVIEW AND PERMIT
42" HIGH PARAPET WALL
ASPHALT ROOF SHINGLES, OVER TWO LAYERS 15 POUND FELT SHEATHING. ROOF ASSEMBLY IS
A CLASS "A" ROOF ASSEMBLY PER ICC ESR-2119.
ROOF ASSEMBLY IS 10LBS PER S.F. INSTALLED. SLOPE AS NOTED,
roof plan general notes
A
B
C
D
E
F
G
11
10
9
8
7
6
5
4
3
2
1
12
PROVIDE THROUGH WALL OVERFLOW SCUPPER
ROOF BELOW
13
VENT FOR GAS ONLY DIRECT VENT FIREPLACE. INSTALL PER MANUFACTURER'S
REQUIREMENTS. NO ROOF CLEARANCE REQUIREMENTS. PER CMC802.8.2
ATTIC IS UNVENTED SPACE PER R806.5. SEE DETAILS ON D1.2H
A/C CONDENSERS
CRICKET AS REQUIRED FOR POSITIVE DRAINAGE
roof plan 1/4"=1'-0"C
7 75
5 5
8
3
8
7 9
9
8
1
7
8
5
12
4
11
1
12
1
1
11
11
2
13
SL
O
P
E
SL
O
P
E
T. RAILING
23'-9.5" AEG (34.67)
T. RIDGE
22'-11" AEG (33.78)T. CHIMNEY
23'-3.5 " AEG (34.17)
T. RIDGE
23'-8" AEG (34.53)
T. PARAPET
23'-9.5" AEG(34.67)
CURB = 11.51
PLT. = 20.09
FF = 21.17
EST GRADE = 10.89
28
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
E
X
T
A
B
L
I
S
H
E
D
G
R
A
D
E
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
C
U
R
B
8'-
0
"
8'
-
7
"
3'-
6
1
/
2
"
FF = 31.34
FF = 10.59
FF = 12.09
FF = 10.59
9'-
6
"
9'
-
3
"
PLT. = 20.09
FF = 21.17
PLT. = 30.42
FF = 31.34
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
E
X
T
A
B
L
I
S
H
E
D
G
R
A
D
E
PLT. = 29.75
CURB = 11.51
PLT. = 20.09
FF = 21.17
EST GRADE = 10.89
28
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
E
X
T
A
B
L
I
S
H
E
D
G
R
A
D
E
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
C
U
R
B
8'
-
0
"
8'-
7
"
3'
-
6
1
/
2
"
FF = 31.34
FF = 10.59
FF = 12.09
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
E
X
T
A
B
L
I
S
H
E
D
G
R
A
D
E
PLT. = 29.75
FF = 10.59
9'-
6
"
9'-
3
"
PLT. = 20.09
FF = 21.17
PLT. = 30.42
FF = 31.34
28
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
E
X
T
A
B
L
I
S
H
E
D
G
R
A
D
E
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
E
X
T
A
B
L
I
S
H
E
D
G
R
A
D
E
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
C
U
R
B
CURB = 11.51
PLT. = 20.09
FF = 21.17
EST GRADE = 10.89
28
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
E
X
T
A
B
L
I
S
H
E
D
G
R
A
D
E
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
C
U
R
B
8'-
0
"
8'
-
7
"
3'-
6
1
/
2
"
FF = 31.34
FF = 10.59
FF = 12.09
FF = 10.59
9'-
6
"
9'
-
3
"
PLT. = 20.09
FF = 21.17
PLT. = 30.42
FF = 31.34
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
E
X
T
A
B
L
I
S
H
E
D
G
R
A
D
E
PLT. = 29.75
DESCRIPTIONISSUE DATE
pr
o
g
r
e
s
s
s
e
t
1-
1
9
-
2
2
10/20/17
4
7
0
w
a
l
d
ir
v
i
n
e
,
c
a
9
2
6
1
8
(9
4
9
)
4
5
0
.
0
0
9
3
in
f
o
@
o
l
s
o
n
a
r
c
h
i
t
e
c
t
.
c
o
m
JOB NO.
IN-HOUSE XX/XX/XX
2203
PLAN CHECK :- - -
PLOT DATE 2/17/23
41
3
v
i
a
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i
d
o
s
o
u
d
1
LANDLORD SUB 1
41
3
v
i
a
l
i
d
o
s
o
u
d
ne
w
p
o
r
t
b
e
a
c
h
,
c
a
9
2
6
6
3
ne
w
t
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e
x
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
2/17/23COASTAL DEVELOPMENT 1
A3.1
exterior
elevations
1/4"=1'-0"rear elevation (south)1/4"=1'-0"B front elevation (north)A elevation keynotes
elevation general notes
2
REFER TO STRUCTURAL DRAWINGS FOR INFORMATION ON WALL BRACING.
REFER TO BUILDING SECTIONS, ROOF PLAN, AND WALL SECTIONS FOR ADDITIONAL
INFORMATION ON ELEVATIONS OF BEAMS, PLATES, ROOF SHEATHING, ETC.
REFER TO DOOR SCHEDULE FOR DOOR DESIGN
DENOTES FINISH COLOR PER "FINISHES" SECTION OF FINISH SCHEDULE ON
SHEET A6.1
PROVIDE MAILBOX AS SELECTED BY OWNER
REFER TO DOOR AND WINDOW SCHEDULES FOR INFORMATION ON TEMPERED GLASS
LOCATIONS
INDICATES PAINT COLOR PER FINISH SCHEDULE
INDICATES TEMPERED GLASS
SETBACK DIMENSIONS ARE TO FACE OF FINISH, TYPICAL
T
A
B
C
D
E
F
G
PROVIDE WEEP SCREED PER BELOW FOUNDATION PLATE LINE AND MIN 4" ABOVE
THE EARTH OR 2" ABOVE PAVED AREAS TYPICAL; P.T. SILL TO BE 6" ABOVE ADJACENT
F.G. OR 3" ABOVE F.S. PER R703.7.2.1
10
12
13
15
14
11
5
7
8
9
6
1
4
2
16
17
18
19
20
VINYL CLAD WOOD FRAME WINDOWS AND DOORS
FLASH ALL EXTERIOR OPENINGS, TYPICAL
VENT FOR GAS ONLY DIRECT VENT FIREPLACE. INSTALL PER MANUFACTURER'S
REQUIREMENTS. NO ROOF CLEARANCE REQUIREMENTS. PER CMC802.8.2
DECORATIVE WOOD COLUMNS; PAINTED TO MATCH HORIZONTAL BAND
METER LOCATION - VERIFY
ENTRY HOUSE DOOR; AS SELECTED
DASHED LINE INDICATING MAXIMUM BUILDING HEIGHT ENVELOPE
GLASS GUARDRAIL 42" A.F.F. PROVIDE SAFETY GLAZING AS REQUIRED
6'-0" HIGH ENTRY GATE AS SELECTED
2 X 12 HORIZONTAL BAND WITH FLASHING PER 6/D1.3
ASPHALT SHINGLES, OVER 2 LAYERS OF 15 LB FELT OVER PLYWOOD SHEATHING.
ROOF ASSEMBLY IS A CLASS "A" ROOF ASSEMBLY PER ICC ESR-2119.
ROOF ASSEMBLY IS 10LBS PER S.F. INSTALLED.
MAX. 1.5" ADHERED STONE VENEER, RUNNING BOND. INSTALL PER MANUFACTURER'S
SPECIFICATIONS AND CBC CHAPTER 14 ADHERED VENEER INSTALLATION METHOD.
INSTALL OVER LATH AND PLASTER OVER PAPER. LATHING TO COMPLY WITH SECTION
2510. ATTACH VENEER TO PLASTER WITH 1/2" MORTAR SETTING BED. 15 PSF VENEER
WEIGHT. SEE DETAIL 19/D1.1. SPEC, T.B.D.
GLASS GUARDRAIL AT LOW WALL, 42" A.F.F. PROVIDE SAFETY GLAZING AS
REQUIRED
DECORATIVE LIGHT SCONES; AS SELECTED
6" HORIZONTAL SHIPLAP WOOD SIDING OVER TYVEK OR EQUAL, OVER PLYWOOD
SHEATHING OVER LATH AND PAPER. PAINT AS SELECTED
3'-6" HIGH GATE
1 12 WIDE TRIM ALL DOOR AND WINDOWS; PAINT AS SELECTED
3 SMOOTH EXTERIOR CEMENT PLASTER O/ LATH & PAPER
GLASS GUARDRAIL AT A.F.F. AS SELECTED
1/4"=1'-0"right elevation (west)C
1/4"=1'-0"left elevation (east)D
17
2 3
D1.1
4
D1.1
18
1
2
11
178
3
D1.1
4
D1.1
18
5 7
1810
D1.1
12
D1.1
9
D1.1
11
D1.1
15
D1.1
17
9
D1.1 211
D1.1
15
D1.1 20 2 17
D1.3
18
D1.3
19
D1.3 19
3
11
1111
18
3
12 3
12
3
12
3
12
3
12
3
12
3
D1.3
13
D1.1
14
D1.1
5 7
6
D1.3
13
D1.1
14
D1.1 11 4
D1.1
7
D1.1
19
D1.1
20
D1.1
17
D1.1
18
D1.1
2
D1.2
6
D1.1
13
D1.1
4
D1.1
12
D1.3
5
D1.2
12
D1.3 2 1 1
D1.3
5
D1.3
19
D1.1
20
D1.1
12
D1.3
2
D1.2
6
D1.2 2
6
D1.3
13
D1.1
14
D1.1
5 732
D1.3
3
D1.1
4
D1.1
3
D1.3
2
D1.2
17
D1.1
18
D1.1
19
D1.1
20
D1.1
3
D1.3
2
13
D1.1
14
D1.1
14
D1.1
13
D1.1
6
D1.1
6
D1.3
CURB = 11.51
PLT. = 20.09
FF = 21.17
28
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
E
X
T
A
B
L
I
S
H
E
D
G
R
A
D
E
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
C
U
R
B
8'-
0
"
FF = 10.59 FF = 10.59
FF = 12.09
9'-
6
"
9'
-
3
"
PLT. = 20.09
FF = 21.17
PLT. = 30.42
FF = 31.34
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
E
X
T
A
B
L
I
S
H
E
D
G
R
A
D
E
laundry agarage a great room ahall a
bed 3bbath 3b dining b
covered
deck
hall b covered
outdoor room
roof deck
PLT. = 29.75
ac well
8'
-
7
"
m bath b
3'-
6
"
T. RAIL = 34.84
EST GRADE = 10.89
kitchen a
CURB = 11.51
PLT. = 20.09
FF = 21.17
PLT. = 29.75
CITY MAX FLAT
EST GRADE = 10.89
ASSOC MAX ROOF
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
C
U
R
B
8'-
0
"
1'-
1
"
8'
-
7
"
FF = 10.59
FF = 10.59
FF = 12.09
9'-
6
"
9'
-
3
"
PLT. = 20.09
FF = 21.17
PLT. = 30.42
FF = 31.34
28
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
E
X
T
A
B
L
I
S
H
E
D
G
R
A
D
E
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
E
X
T
A
B
L
I
S
H
E
D
G
R
A
D
E
kitchen b powder bed 2belev
open stair
bath 2b
elevbed 1a foyer b garage bcovered
deck
covered
outdoor room
roof deck ac well
3'-
6
"
T. RAIL = 34.84
CURB = 11.51
PLT. = 20.09
FF = 21.17
28
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
E
X
T
A
B
L
I
S
H
E
D
G
R
A
D
E
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
C
U
R
B
8'
-
0
"
FF = 10.59 FF = 10.59
FF = 12.09
9'-
6
"
9'-
3
"
PLT. = 20.09
FF = 21.17
PLT. = 30.42
FF = 31.34
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
E
X
T
A
B
L
I
S
H
E
D
G
R
A
D
E
adu/bed 2agarage a living room a
living b
covered
deck
den / bed 1b covered
outdoor room
roof deck
PLT. = 29.75
8'-
7
"
3'
-
6
"
T. RAIL = 34.84
barmaster bath amaster bed a
ext. stairs bmaster bed bmaster closet bmaster bath b
EST GRADE = 10.89
DESCRIPTIONISSUE DATE
pr
o
g
r
e
s
s
s
e
t
1-
1
9
-
2
2
10/20/17
4
7
0
w
a
l
d
ir
v
i
n
e
,
c
a
9
2
6
1
8
(9
4
9
)
4
5
0
.
0
0
9
3
in
f
o
@
o
l
s
o
n
a
r
c
h
i
t
e
c
t
.
c
o
m
JOB NO.
IN-HOUSE XX/XX/XX
2203
PLAN CHECK :- - -
PLOT DATE 2/17/23
41
3
v
i
a
l
i
d
o
s
o
u
d
1
LANDLORD SUB 1
41
3
v
i
a
l
i
d
o
s
o
u
d
ne
w
p
o
r
t
b
e
a
c
h
,
c
a
9
2
6
6
3
ne
w
t
r
i
p
l
e
x
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
2/17/23COASTAL DEVELOPMENT 1
A4.1
building
sections
1/4"=1'-0"A section keynotes
section general notes
REFER TO EXTERIOR ELEVATIONS, ROOF PLAN, AND WALL SECTIONS FOR ADDITIONAL
INFORMATION ON ELEVATIONS OF BEAMS, PLATES, ROOF SHEATHING, ETC.
STRUCTURAL MEMBERS ARE SHOWN FOR REFERENCE ONLY.
REFER TO STRUCTURAL DRAWINGS FOR EXACT SIZES AND LOCATIONS
SEE STRUCTURAL DRAWINGS FOR CEILING JOISTS SCHEDULE, SIZES,
CONNECTIONS, ETC.
PROVIDE FIRESTOPPING PER CODE
SLOPE ALL BUILT-UP ROOF AREAS AT 1/4" PER FOOT
INSULATION EXTERIOR ROOF PER T24
INSULATION EXTERIOR WALLS PER T24
A
B
C
D
E
F
STRUCTURAL FRAMING PER STRUCTURAL DRAWINGS; PROVIDE SHOP DRAWINGS
BATT. INSULATION; PROVIDE R-30 AT ROOF, R-19 AT 2X6 WALLS AND R-15 IN 2X4 WALLS.
VERIFY MINIMUM SPECIFICATIONS WITH TITLE 24 AT THERMAL LOCATIONS; SOUND
INSULATION AT FLOOR SYSTEMS
BEAM PER STRUCTURAL DRAWINGS
SECTIONAL GARAGE DOOR PER DOOR SCHEDULE
ASPHALT SHINGLES PER SPECIFICATIONS
GYPSUM BOARD PER FINISH SCHEDULE (5/8" TYPE X TYPICAL) U.N.O.
WEEP SCREED PER BELOW FOUNDATION PLATE LINE AND MIN 4" ABOVE THE EARTH OR 2"
ABOVE PAVED AREAS TYPICAL; P.T. SILL TO BE 6" ABOVE ADJACENT F.G. OR 3" ABOVE F.S. PER
R703.7.2.1
5/8" TYPE "X" GYPSUM BOARD FOR 1 HOUR CONSTRUCTION PER ON ALL WALLS AND CEILINGS
ADJACENT TO LIVING SPACE AND ALL WALLS SUPPORTING THE HORIZONTAL PORTION OF
THE OCCUPANCY SEPARATION WHERE OCCURS. PROVIDE 2 LAYERS OF 5/8" TYPE X GYPSUM
BOARDS ON CEILING
EXTERIOR SLAB OR FINISH GRADE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
ADHERED BRICK VENEER PER SPECIFICATIONS
DROPPED 2X CEILING OR SOFFIT; SEE REFLECTED CEILING PLAN
15
16
PROVIDE 3/4" GYPCRETE AT 2ND FLOOR
17
18
SLAB PER STRUCTURAL DRAWINGS
19
WATERPROOF DECKING MATERIAL BY DEX-O-TEX OR EQUAL; SLOPE TO DRAIN; STRICTLY
ADHERE TO MANUFACTURER'S INSTRUCTIONS
PROVIDE W.R. 5/8" TYPE X GYP. BD. O/ 1/2" PLYWOOD W/ WEATHER BARRIER ON EXTERIOR
WALL WITHIN 3' OF PROPERTY LINE
CLOSED CELL SPRAY FOAM INSULATION AT UNVENTED ENCLOSED DECKS AND RAFTERS. R
VALUE PER T24 REPORT
VENT FOR GAS ONLY DIRECT VENT FIREPLACE. NO ROOF CLEARANCE REQUIREMENTS.
PER CMC802.8.2
6" HORIZONTAL SHIPLAP WOOD SIDING OVER TYVEK OR EQUAL, OVER PLYWOOD
SHEATHING OVER LATH AND PAPER
DASHED LINE INDICATING MAXIMUM BUILDING HEIGHT ENVELOPE
20 EXTERIOR CEMENT PLASTER OVER EXPANDED METAL LATH AND PAPER AT CEILING AND
SOFFIT CONDITIONS
1/4"=1'-0"section - b B
1/4"=1'-0"section - c C
section - a
9
D1.1
15
D1.1
9
D1.1
15
D1.1
3
D1.2
1
D1.2
10
D1.2
17
D1.1
19
D1.1
2
D1.2
17
D1.1
19
D1.1
11
D1.2
9
D1.2
9
D1.2
6
D1.3
1
D1.2
9
D1.1
15
D1.1
2
D1.2
1
D1.2
17
D1.1
19
D1.1
11
D1.2
16
D1.3
3
D1.3
9
D1.1
15
D1.1
1
D1.2
6
D1.3
3
D1.3
15
D1.1
16
D1.3
7
D1.2
9
D1.1
15
D1.1
9
D1.1
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
C
U
R
B
master bed b
CURB = 11.51
PLT. = 20.09
8'-
7
"
FF = 21.17
EST GRADE = 10.89
28
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
E
X
T
A
B
L
I
S
H
E
D
G
R
A
D
E
3'
-
6
1
/
2
"
FF = 12.09
8'
-
0
"
FF = 10.59
FF = 31.34
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
E
X
T
A
B
L
I
S
H
E
D
G
R
A
D
E
garage a laundry a adu/bed 2a
bed 2b hall
PLT. = 29.75
CURB = 11.51
PLT. = 20.09
FF = 21.17
EST GRADE = 10.89
28
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
E
X
T
A
B
L
I
S
H
E
D
G
R
A
D
E
9'-
3
"
3'-
6
"
9'-
6
"
FF = 10.59
FF = 31.34
FF = 12.09
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
E
X
T
A
B
L
I
S
H
E
D
G
R
A
D
E
PLT. = 30.42
kitchen b
ext. stairs b
bar coats kitchen b
master bath a hall a bed 1a
roof deck
T. RAIL = 34.84
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
C
U
R
B
CURB = 11.51
PLT. = 20.09
FF = 21.17
EST GRADE = 10.89
28
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
E
X
T
A
B
L
I
S
H
E
D
G
R
A
D
E
9'-
3
"
3'-
6
"
9'-
6
"
FF = 10.59
FF = 31.34
FF = 12.09
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
E
X
T
A
B
L
I
S
H
E
D
G
R
A
D
E
PLT. = 30.42
T. RAIL = 34.84
kitchen agreat roomliving a
roof deck
kitchen bgreat roomliving b24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
C
U
R
B
DESCRIPTIONISSUE DATE
pr
o
g
r
e
s
s
s
e
t
1-
1
9
-
2
2
10/20/17
4
7
0
w
a
l
d
ir
v
i
n
e
,
c
a
9
2
6
1
8
(9
4
9
)
4
5
0
.
0
0
9
3
in
f
o
@
o
l
s
o
n
a
r
c
h
i
t
e
c
t
.
c
o
m
JOB NO.
IN-HOUSE XX/XX/XX
2203
PLAN CHECK :- - -
PLOT DATE 2/17/23
41
3
v
i
a
l
i
d
o
s
o
u
d
1
LANDLORD SUB 1
41
3
v
i
a
l
i
d
o
s
o
u
d
ne
w
p
o
r
t
b
e
a
c
h
,
c
a
9
2
6
6
3
ne
w
t
r
i
p
l
e
x
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
2/17/23COASTAL DEVELOPMENT 1
A4.2
building
sections
1/4"=1'-0"section - d D section keynotes
section general notes
REFER TO EXTERIOR ELEVATIONS, ROOF PLAN, AND WALL SECTIONS FOR ADDITIONAL
INFORMATION ON ELEVATIONS OF BEAMS, PLATES, ROOF SHEATHING, ETC.
STRUCTURAL MEMBERS ARE SHOWN FOR REFERENCE ONLY.
REFER TO STRUCTURAL DRAWINGS FOR EXACT SIZES AND LOCATIONS
SEE STRUCTURAL DRAWINGS FOR CEILING JOISTS SCHEDULE, SIZES,
CONNECTIONS, ETC.
PROVIDE FIRESTOPPING PER CODE
SLOPE ALL BUILT-UP ROOF AREAS AT 1/4" PER FOOT
INSULATION EXTERIOR ROOF PER T24
INSULATION EXTERIOR WALLS PER T24
A
B
C
D
E
F
STRUCTURAL FRAMING PER STRUCTURAL DRAWINGS; PROVIDE SHOP DRAWINGS
BATT. INSULATION; PROVIDE R-30 AT ROOF, R-19 AT 2X6 WALLS AND R-15 IN 2X4 WALLS.
VERIFY MINIMUM SPECIFICATIONS WITH TITLE 24 AT THERMAL LOCATIONS; SOUND
INSULATION AT FLOOR SYSTEMS
BEAM PER STRUCTURAL DRAWINGS
SECTIONAL GARAGE DOOR PER DOOR SCHEDULE
ASPHALT SHINGLES PER SPECIFICATIONS
GYPSUM BOARD PER FINISH SCHEDULE (5/8" TYPE X TYPICAL) U.N.O.
WEEP SCREED PER BELOW FOUNDATION PLATE LINE AND MIN 4" ABOVE THE EARTH OR 2"
ABOVE PAVED AREAS TYPICAL; P.T. SILL TO BE 6" ABOVE ADJACENT F.G. OR 3" ABOVE F.S. PER
R703.7.2.1
5/8" TYPE "X" GYPSUM BOARD FOR 1 HOUR CONSTRUCTION PER ON ALL WALLS AND CEILINGS
ADJACENT TO LIVING SPACE AND ALL WALLS SUPPORTING THE HORIZONTAL PORTION OF
THE OCCUPANCY SEPARATION WHERE OCCURS. PROVIDE 2 LAYERS OF 5/8" TYPE X GYPSUM
BOARDS ON CEILING
EXTERIOR SLAB OR FINISH GRADE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
ADHERED BRICK VENEER PER SPECIFICATIONS
DROPPED 2X CEILING OR SOFFIT; SEE REFLECTED CEILING PLAN
15
16
PROVIDE 3/4" GYPCRETE AT 2ND FLOOR
17
18
SLAB PER STRUCTURAL DRAWINGS
19
WATERPROOF DECKING MATERIAL BY DEX-O-TEX OR EQUAL; SLOPE TO DRAIN; STRICTLY
ADHERE TO MANUFACTURER'S INSTRUCTIONS
PROVIDE W.R. 5/8" TYPE X GYP. BD. O/ 1/2" PLYWOOD W/ WEATHER BARRIER ON EXTERIOR
WALL WITHIN 3' OF PROPERTY LINE
CLOSED CELL SPRAY FOAM INSULATION AT UNVENTED ENCLOSED DECKS AND RAFTERS. R
VALUE PER T24 REPORT
VENT FOR GAS ONLY DIRECT VENT FIREPLACE. NO ROOF CLEARANCE REQUIREMENTS.
PER CMC802.8.2
6" HORIZONTAL SHIPLAP WOOD SIDING OVER TYVEK OR EQUAL, OVER PLYWOOD
SHEATHING OVER LATH AND PAPER
DASHED LINE INDICATING MAXIMUM BUILDING HEIGHT ENVELOPE
20 EXTERIOR CEMENT PLASTER OVER EXPANDED METAL LATH AND PAPER AT CEILING AND
SOFFIT CONDITIONS
1/4"=1'-0"section - e E
1/4"=1'-0"section - f F
37 11 7311
7311
-
D1.2
-
D1.2
-
D1.217
1515
-
D1.2
37 11
37 11
15 15
17
3 11
7 1114 14 73 7 11 3
3 711 3 11 7
1515
3'-0"
SIDE
SETBACK
3'-0"
SIDE
SETBACK
4'
-
0
"
FR
O
N
T
SE
T
B
A
C
K
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
N72°31'00"W 40.02'
N72°31'00"W 40.02'
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
boardwalk
existing
boat
yard
existing
triplex
w/d
uc ref
ice
garage a
garage b wh
adu/bed 2a
laundry a
bar
living akitchen a great room
hall a
covered deck
ref/frz
dw
dn
uc ref
bath 2a
master bed a
master bath a
dssr
wh
foyer b
bed 1a
pantry
elev
up
bath 1a
powder
micro
bbq
ct
dssr
b a4.1
f
a4.2
e
a4.2
a a4.1 c a4.1
d
a4.2
9'-6"
9'-6"
9'-6"
8'-0"
8'-5"
8'-0"
8'-0"
8'-0"
9'-6"
9'-6"
9'-6"
9'-6"
8'-5"
8'-5"
18'-4"
8'-0"
VAULT
3'-0"
SIDE
SETBACK
3'-0"
SIDE
SETBACK
4'-
0
"
FR
O
N
T
SE
T
B
A
C
K
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
N72°31'00"W 40.02'
N72°31'00"W 40.02'
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
boardwalk
existing
boat
yard
existing
triplex
ref/
frz
pantry
kitchen b
dw
bbq
bar
up
open
master bed b
bed 3b
bed 2b
living bdining b
covered outdoor room
hall b
ext.
stairs b
balcony
uc wine uc ref
roof
below
li
n
e
n
powder
fp
/
t
v
a
b
v
ba 2b
linen
ba 3b
ju
l
i
e
t
t
e
b
a
l
c
o
n
y
master closet b
master bath b
fp / tv abv
coats
elev
den / bed 1b
ba 1b
stacked
dn
micro
b a4.1
f
a4.2
e
a4.2
a a4.1 c a4.1
d
a4.2
9'-3"
8'-6"
9'-3"
9'-3"
8'-0"
8'-7"
8'-7"
8'-7"8'-7"
8'-0"
9'-3"
8'-6"
8'-7"
8'-7"
8'-7"
9'-0"
9'-0"
VAULT
8'-7"
10'-5"
OPEN
VAULT7'-10"
9'-3"
DESCRIPTIONISSUE DATE
pr
o
g
r
e
s
s
s
e
t
1-
1
9
-
2
2
10/20/17
4
7
0
w
a
l
d
ir
v
i
n
e
,
c
a
9
2
6
1
8
(9
4
9
)
4
5
0
.
0
0
9
3
in
f
o
@
o
l
s
o
n
a
r
c
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i
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e
c
t
.
c
o
m
JOB NO.
IN-HOUSE XX/XX/XX
2203
PLAN CHECK :- - -
PLOT DATE 2/17/23
41
3
v
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a
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i
d
o
s
o
u
d
1
LANDLORD SUB 1
41
3
v
i
a
l
i
d
o
s
o
u
d
ne
w
p
o
r
t
b
e
a
c
h
,
c
a
9
2
6
6
3
ne
w
t
r
i
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l
e
x
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
2/17/23COASTAL DEVELOPMENT 1
A5.1
first & second
reflected ceiling
and utility plans
plan keynotes
1
2
3
4
5
6
rcp general notes
utility legend
EX.FAN
- ALL FIXTURE TRIMS TO BE PAINTED TO MATCH CEILING FINISH. VERIFY
COLOR WITH OWNER; VERIFY FIXTURE MODEL
- PROVIDE VACANCY SENSOR SWITCHES AT LAUNDRY AND BATHROOMS
CEILING FAN AS SELECTED BY OWNER WITH VARIABLE
SPEED SWITCH
WALL SCONCE AS SELECTED BY OWNER. VERIFY HEIGHT
EXHAUST FAN; MIN. 5 AIR CHG'S / HR.
SURFACE MOUNT LED DOWNLIGHT
S.D.
C.M.
SURFACE MOUNT LED; COOL WHITE
HONEYWELL OR EQUAL SMOKE DETECTOR
CARBON MONOXIDE ALARM
NOTE:
2
1
3
JUNO LED WHITE
BAFFLE
JUNO LED WHITE
BAFFLE
JUNO LED WHITE
ADJUSTABLE TRIM MODULE
12W 120V 3000K LED
12W 120V 2700K LED
12W 120V 2700K LED
ALIGN WITH CENTER OF DOOR OR OPENING
ALIGN WITH CENTER OF ROOM
EDGE OF CEILING/SOFFIT
CONNECT LIGHTING TO TC1 AND PROVIDE MANUAL OVERRIDE
PLASTER SOFFIT U.N.O
7 DROP SOFFIT/DRAPERY POCKET
ATTIC F.A.U.'S MUST BE POSITIONED IN SUCH A MANNER THAT THE REQUIRED DISTANCE FROM
THE VENT OUTLET TO THE TOP OF THE FLUE CAP IS WITHIN THE ATTIC, ALLOWING THE
EXTERIOR HEIGHT OF THE FLUE CAP ABOVE THE FINISHED ROOFING TO BE THE MINIMUM
ALLOWED BY CODE.
COORDINATE ALL LIGHTING PLACEMENT WITH ROOF AND CEILING FRAMING
VERIFY ALL INTERIOR LIGHTING WITH INTERIOR DESIGNER DRAWINGS.
INDICATES CEILING HEIGHT DIRECTLY ABOVE THAT FLOOR AREA
GENERAL LIGHTING IN KITCHEN AND BATHROOMS SHALL PROVIDE A MINIMUM OF 40 LUMENS
PER WATT
PROVIDE GROUNDING ELECTRODE SYSTEM PER CEC ARTICLE 250-81
LIGHTING FIXTURES IN CLOTHES CLOSETS SHALL CONFORM CEC ARTICLE 410-8
OPENINGS AROUND ELECTRICAL PENETRATIONS THROUGH FIRE RESISTIVE RATED WALLS,
PARTITIONS, FLOORS, OR CEILINGS SHALL BE FIRE STOPPED USING APPROVED METHODS TO
MAINTAIN THE FIRE RESISTIVE RATING
ALL 2 GANG OR MORE SWITCH FACE PLATES SHALL RECEIVE ENGRAVING AS DIRECTED BY
ARCHITECT
ALUMINUM CONDUCTORS ARE PERMITTED ONLY IF SIZE 1/0 OR LARGER, AND ONLY TO FEED
MAIN OR SUB-PANELS. ALL OTHER CURRENT CARRYING CONDUCTORS SHALL BE COPPER.
REFER TO SPECIFICATIONS FOR PROPOSED TYPE.
FAU CLOSET OR ALCOVE MUST BE 12" WIDER THAN THE FURNACE OR FURNACES BEING
INSTALLED. CMC SECTION 304.7
COMBUSTION AIR FOR FUEL BURNING WATER HEATERS WILL BE PROVIDED IN ACCORDANCE
WITH CPC SECTION 505.1 AND 507.4
CLOTH BACKED DUCT TAPE IS NO LONGER PERMITTED TO BE USED AS THE SOLE CONNECTION
FOR MECHANICAL DUCTING. DUCT TAPE, AS A MINIMUM, MEETING THE REQUIREMENTS UF UL
181, 181A, OR 181B SHALL BE USED OR ADDITIONAL DUCT ATTACHMENT DEVICES SUCH AS TIE
WRAPS OR MASTIC WILL BE REQUIRED FOR INSTALLING MECHANICAL DUCTING.
RETURN AIR PLENUM SERVING THE MECHANICAL EQUIPMENT MUST BE FULLY DUCTED FROM
THE EQUIPMENT TO CONDITIONED SPACE. DROP CEILINGS WALL CAVITIES AND EQUIPMENT
PLATFORMS MAY NOT USED AS PLENUMS
BOND GROUNDING ELECTRODE TO METAL GAS AND WATER PIPING. CEC SECTION 250.104(A) & (B)
PROVIDE AT LEAST TWO 20-AMPERE SMALL APPLIANCE BRANCH CIRCUITS TO SERVE KITCHEN,
BREAKFAST ROOM, AND DINING ROOM. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. CEC
SECTION 210.52(B)(1) THROUGH 210.52(B)(3)
PROVIDE AT LEAST ONE 20-AMPERE BRANCH CIRCUITS TO SERVE LAUNDRY APPLIANCES. SUCH
CIRCUIT(S) SHALL HAVE NO OTHER OUTLETS. CEC SECTION 210.11(C)(2), 210.52(F), 220.16(B)
PROVIDE AT LEAST ONE 20-AMPERE BRANCH CIRCUITS TO BATHROOM RECEPTACLES. SUCH
CIRCUIT(S) SHALL HAVE NO OTHER OUTLETS. CEC SECTION 210.11(C)(3), 210.52(D)
BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE, 15 AND 20-AMPERE OUTLETS
INSTALLED IN DWELLING UNIT BATHOOMS, KITCHENS, GARAGES, & OUDOOR LOCATIONS SHALL
BE PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER PER NEC 210.8
LUMINAIRES (LIGHT FIXTURES) IN TUB OR SHOWER ENCLOSURES SHALL BE LABELED "SUITABLE
FOR DAMP LOCATION." CEC SECTION 410.4(A)
SMOKE DETECTORS SHALL BE "HARDWIRED" AND SHALL BE EQUIPPED WITH A BATTERY
BACKUP. SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS PER
CBC 907.2.
CARBON MONOXIDE ALARMS SHALL BE "HARDWIRED" AND SHALL BE EQUIPPED WITH A
BATTERY BACKUP. CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED IN SUCH A
MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS IN THE UNIT.
ALL 125-VOLT, 15- AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT
RECEPTACLES PER NEC 406.11
A RECEPTACLE INSTALLED OUTDOORS IN A LOCATION PROTECTED FROM THE WEATHER OR IN
OTHER DAMP LOCATIONS SHALL HAVE AN ENCLOSURE FOR THE RECEPTACLE THAT IS WEATHER
PROOF WHEN THE RECEPTACLE IS COVERED. 15- AND 20-AMPERE, 125- AND 250-VOLT RECEPTACLE
INSTALLED 70-260 IN A WET LOCATION SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF
WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. PER NEC 406.8 (A)&(B)
ALL 120-VOLT, SINGLE PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS
INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR
SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT
INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH
CIRCUIT. PER NEC 210.12
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
R
S
T
U
V
X
Y
Z
12'-0"
W
8
PROVIDE A SOLAR PV SYSTEM PER TITLE 24 / SOLAR WITHIN MINIMUM CODE REQUIRED. KWDC
MUST BE OBTAIN UNDER SEPARATE RENEW AND PERMIT
AA
PROVIDE A WHOLE BUILDING MECHANICAL VENTILATION SYSTEM
MINIMUM AIRFLOW CAPACITY PER T24
BB
9 RECESSED BIBB AND DRAIN BOX BY "SPECIALTY PRODUCTS"; COORDINATE
POSSIBLE CONFLICTS WITH ELECTRICAL SUBCONTRACTOR
10 PROVIDE MIN. 102 C.F.M. WHOLE HOUSE FAN PER T24
11 EXHAUST SYSTEM TO VENT TO OUTDOORS WITH A MINIMUM EXHAUST RATE OF 100 C.F.M.
S SWITCH (D = DIMMER; 3 = 3 WAY; 4 = 4 WAY ETC.) (VS = VACANCY SENSOR)
1 HR FIRE & SOUND RATED CEILING AT HATCH AREA. SEE DETAIL 18/D1.2
DUPLEXES SHALL BE SERVED BY SEPARATE UTILITIES FOR EACH UNIT.(WATER/ ELECTRICAL/ GAS)CC
12 ELECTRICAL PANEL, METER AND SOLAR METER, INVERTER AND DISCONNECT
13 STUB OUT FOR FOR WALL MOUNTED FAUCETS. VERIFY HEIGHT W/ INTERIOR DESIGNER.
14 PLUMBING STUB OUTS TO ACCOUNT FOR ADDITIONAL 1/2" WAINSCOT ON PLUMBING WALL
15 ATTIC MECHANICAL UNITS. PROVIDE POWER AND FUEL GAS AS REQUIRED
16
KEY
TCI
1 2 3 4
C.W.
F.G.
P.B.
T.V.
WP
FLR. OUTLET
220V
SEC
J
BRONZE FLOOR OUTLET HALF HOT WHERE INDICATED
WATERPROOF DOWNLIGHT - HALO ICT RATED WHERE SPACE
ABV. IS NOT CONDITIONED;
DECORATIVE PENDANT AS SELECTED
IR
HB
FUEL GAS
JUNCTION BOX
DUPLEX OUTLET, 12" A.F.F.; U.N.O.; G.F.I. WHERE INDICATED
HALF HOT OUTLET
FOURPLEX OUTLET
220 VOLT
SECURITY PANEL
TIMECLOCK; INTERMATIC OR EQUAL
COLD WATER SUPPLY IN RECESSED BOX
LOOSE KEY VALVE AS SELECTED
PUSH BUTTON
TELEVISION OUTLET
220 V FUSED W.P. OUTLET AND FUSED DISCONNECT SIZED
PER A.C. MANUFACTURER
IRRIGATION CONTROLLER
HOSE BIBB IN RECESSED BOX. PAINT TO MATCH ADJCENT
SURFACE
WH TANKLESS WATER HEATER
H.B.RECESSED HOSE BIBB
FLUSH BRONZE STEP LIGHT WITH LOUVERSSTEP
ELEVATED TANKLESS WATER HEATER PER TITLE 24 REPORT. INSTALL PER
MANUFACTURER'S SPECIFICATIONS
20"X30" ATTIC ACCESS HATCH. PROVIDE SWITCH AND LIGHT. SEE DETAIL 7/D1.3.
17 PROVIDE EAVE OUTLETS AND CONNECT TO TC3. EXACT LOCATION, T.B.D. VERIFY WITH
OWNER
first floor / garage reflected ceiling / utilities plan 1/4"=1'-0"Asecond floor reflected ceiling / utilities plan 1/4"=1'-0"B
SUBFLOOR WITH STEEL TROWEL AND FINE BROOM FINISH. COMPLY
WOOD SUBFLOOR. COMPLY WITH T.C.A. SPEC. F-142 SIM.
WOOD FLOOR, MASTIC SET TO SLIP SHEET
STONE OR TILE THIN-SET TO "WONDERBOARD" OVER
WOOD , AS SELECTED BY OWNER OR INTERIOR DESIGNER
NOTES
B)
A)
CEILINGS
C2
C3
C4
C1
W14
W15
W16
W12
W13
W11
W10
WALLS
W5
W8
W9
W6
W7
W4
W3
W2
W1
CONCRETE
BASES
WITH T.C.A. SPEC F116
B2
B3
B4
B1
F5
F6
F4
CONCRETE CURB
STONE
NONE
STONE OR TILE THIN-SET TO CONCRETE
DEPTH OF MORTAR BED AND STONE TO BE 1 1/2" NET. SLOPE
STONE OR TILE FLOORING SET
ON REINFORCED MORTAR BED OVER SLIP SHEET (AS
TO DRAIN WHERE INDICATED ON FLOOR PLAN.
RECOMMENDED IN SOILS REPORT AT GRADE CONDITION). TOTAL
CARPET OVER PAD
MATERIALS
FLOORS
F3
F2
F1
VERIFY ALL FINISH MATERIALS WITH OWNER VERIFY POSSIBLE
DIFFERENCES FROM THIS SCHEDULE SUCH AS; CARPET IN LIEU OF
STONE/TILE; WALLCOVERING IN LIEU OF PAINT, ETC.
ALL GROUT COLORS AND WIDTHS TO BE AS SELECTED BY
OWNER
TWO LAYERS 5/8" TYPE "X" GYPSUM BOARD OVER RESILIENT CHANNELS. PROVIDE ACOUSTIC
SEALANT AT ALL EDGES AND PENETRATIONS
STONE OR TILE OVER FULL MORTAR BED OVER EXPANDED METAL LATH OVER PAPER OR
WATERPROOF MEMBRANE AT WET AREAS. COMPLY WITH UBC REQUIREMENTS FOR ANCHORED
STONE VENEER AND COMPARABLE T.C.A. SPEC'S.
STONE OR TILE OVER FULL MORTAR BED WITH EXPANDED METAL LATH OVER MEMBRANE. COMPLY
WITH T.C.A. SPEC'S B411, W231 AND B414 WHERE APPLICABLE
STONE OR TILE THIN-SET TO CEMENTITIOUS BACKER UNITS OVER MEMBRANE. COMPLY WITH T.C.A.
SPEC'S B412, W244, AND B415 WHERE APPLICABLE
THREE COAT EXTERIOR CEMENT PLASTER, FINISH TO MATCH EXTERIOR
1/2" GYPSUM BOARD; TEXTURE TO MATCH EXISTING TYPICAL
WATER RESISTANT 1/2" GYPSUM BOARD; TEXTURE TO MATCH EXISTING TYPICAL
5/8" TYPE X GYPSUM BOARD; TEXTURE TO MATCH EXISTING TYPICAL
GLASS BLOCK
5/8" TYPE X GYPSUM BOARD; SLICK FINISH
1/2" GYPSUM BOARD; LIGHT ORANGE PEEL FINISH
5/8" TYPE X GYPSUM BOARD; TEXTURE TO MATCH EXISTING TYPICAL
5/8" TYPE X GYPSUM BOARD OVER RESILIENT CHANNELS; SLICK FINISH
5/8" TYPE "X" GYPSUM BOARD; LIGHT ORANGE PEEL FINISH
WATER RESISTANT 1/2" GYPSUM BOARD; LIGHT ORANGE PEEL FINISH
1/2" GYPSUM BOARD, LIGHT ORANGE PEEL FINISH
WATER RESISTANT 5/8" TYPE "X" GYPSUM BOARD; SLICK FINISH
5/8" TYPE X GYPSUM BOARD; SLICK FINISH
WINDOW WALL
OPEN
W17 ADHERED STONE VENEER
RUBBER FLOORINGF7
C5 1x T&G WOOD PLANK, STAINED AND SEALED
A 2'-0"5'-0".30 DG YES .23 -MTL -----C101 3'-0" 8'-0"D WD/GL WD ---4 NO YES NO DD
NO.WDTH.HT.THK.TYPE MAT.
FINISH
DOORSIZE FRAME DETAILS
TYPE MAT.WDTH.
FINISH
HEAD JAMB SILL HA
R
D
W
A
R
E
CL
O
S
E
R
GL
A
S
S
(
D
.
G
.
T
E
M
P
U.
N
.
O
.
)
SC
R
E
E
N
HINGE
SIDE
OPPOSITE
SIDE
HINGE
SIDE
OPPOSITE
SIDE
REMARKS SIZE WINDOW FRAME
WINDOW SCHEDULEDOOR SCHEDULE
DETAILS REMARKS
NO.WDTH.HT.U-
VALUE GLASS TEMP.SHGC MAT.TYPE
FINISH
INSIDE OUTSIDE
HEAD JAMB SILL NO.ROOM NAME
ROOM FLR.
MAT.FIN.MAT.
BASE A
MAT.FIN.FIN.MAT.
B
WALLS
C D CLG.
MAT.FIN.FIN.MAT.FIN.MAT.FIN.
FINISH SCHEDULE
REMARKS
VERIFY GLASS THICKNESS REQUIREMENTS WITH GLAZING MANUFACTURER. PROVIDE
STRUCTURAL CALCULATIONS FROM MANUFACTURER; SUBMIT TO ARCHITECT
A)
SWINGING "HOUSE" DOOR AS SELECTED BY OWNERB)
DOUBLE SWINGING "HOUSE" DOOR AS SELECTED BY OWNERC)
FRENCH DOORD)
TEMPERED GLASS SLIDERS, TINTE)
HERCULITE GLASS DOOR, 1/2" S.G. L.O.F.F)
EXTERIOR HOLLOW METAL DOORG)
LOUVERS AS REQUIRED BY CODE FOR COMBUSTION AIR WITH INSECT SCREENSH)
SWINGING FRENCH DOOR(S)J)
OUTER PANELS FIXED, CENTER PANEL SWINGINGK)
SLIDING HOUSE DOOR(S)L)
SECTIONAL GARAGE DOOR WITH AUTOMATED GARAGE DOOR OPENER.M)
GARAGE MAN-DOOR; SOLID CORE, SELF CLOSING AND SELF-LATCHING
PROVIDE 20 MIN. DOOR, GASKET SEALING AT 1 HR. RATED AREAS, WHERE OCCURS
N)
HOUSE DOOR WITH LOUVERSP)
FALSE PANELING FOR FLUSH, HIDDDEN SPPEARANCE; TOUCH LATCH;
CONCEALED HINGES
Q)
BI-PASS CLOSET DOOR; HOUSE DOORR)
POCKET DOOR(S)S)
CUSTOM ENTRY GATET)
SOLID CORE DOOR(S)U)
PIVOT DOOR; HINGES TO BE SQUARE EDGEDV)
POCKETING MULTI-SLIDEW)
OPTIONAL MAN-DOR; VERIFY WITH OWNERX)
24" HIGH DUAL GLAZED CLERESTORY ABOVE, SAME WIDTHY)
OBSCURE GLASSZ)
"DOORS IN MOTION" AUTOMATED OPENERAA)
REMARKS KEYNOTES
KEYED DOOR RELEASE AT GARAGE DOOR WHERE ROOM DOES NOT
HAVE MAN-DOOR ACCESS
BB)
ONE PANEL INSECT SCREENCC)
1.DO NOT SCALE DOOR ELEVATIONS AS SIZES MAY VARY. SEE SCHEDULE FOR SIZES
2.CONTRACTOR / SUBCONTRACTOR SHALL FIELD VERIFY ALL ROUGH OPENING SIZES AND MAKE
APPROPRIATE REVISIONS PRIOR TO ORDERING.
3.ALL EXTERIOR OPENINGS SHALL BE THOROUGHLY FLASHED
4.ALL GLAZING TO BE TINTED, LIGHT BRONZE
5.SEE FINISH SCHEDULE THIS SHEET FOR DOOR FINISHES
6.INTERIOR JAMBS THAT ARE CALLED OUT TO BE WOOD ARE TO BE STAIN GRADE
GENERAL NOTES
TYPE E
PE
R
S
C
H
E
D
U
L
E
PER
SCHEDULE
GLASS
(TEMPERED)
TYPE A
PE
R
S
C
H
E
D
U
L
E
PER
SCHEDULE
SOLID CORE
WOOD DOOR
TYPE B
TYPE D
PE
R
S
C
H
E
D
U
L
E
PER
SCHEDULE
METAL
FRAME
TEMPERED
GLASS
FRENCH
DOOR
TYPE F
PE
R
S
C
H
E
D
U
L
E
PER
SCHEDULE
WOOD HOUSE
DOOR AS
SELECTED BY
OWNER
(PAIR WHERE
OCCURS)
TYPE G
PE
R
S
C
H
E
D
U
L
E
HOLLOW METAL
DOOR
DASHED LINES
INDICATE PAIR
WHERE OCCURS
LOUVERS WITH
INSECT SCREEN
WHERE OCCURS
PER
SCHEDULE
DOOR TYPES
VERIFY GLASS THICKNESS REQUIREMENTS WITH GLAZING MANUFACTURER. PROVIDE
STRUCTURAL CALCULATIONS FROM MANUFACTURER AND SUBMIT TO ARCHITECT FOR
REVIEW; CALCUALTIONS SHALL INDICATE CONFORMANCE WITH WIND LOAD
REQUIREMENTS OF THE U.B.C. AND LOCAL AGENCIES
SEE EXTERIOR ELEVATIONS FOR WINDOW ELEVATIONS
SEE EXTERIOR ELEVATIONS FOR TRUE DIVIDED LITE BREAK-UPS
SG = SINGLE GLAZING; DG = DUAL GLAZING
1)
2)
3)
4)
CONTRACTOR/SUBCONTRACTOR SHALL FIELD VERIFY ALL ROUGH OPENING SIZES AND
MAKE APPROPRIATE REVISIONS PRIOR TO ORDERING, TYPICAL
5)
ALL EXTERIOR OPENINGS SHALL BE THOROUGHLY FLASHED6)
SEE FINISH SCHEDULE THIS SHEET FOR FINISHES KEYNOTED ON WINDOW SCHEDULE7)
ALL NEW GLAZING SHALL COMPLY WITH THE STANDARDS OF THE U.S. CONSUMER
PRODUCT SAFETY COMMISSION; MANUFACTURER TO PROVIDE CERTIFICATE OF
COMPLIANCE TO OWNER
8)
VERIFY MAXIMUM CASEMENT OR AWNING SIZES WITH SELECTED MANUFACTURER9)
ALL GLAZING TO BE TINTED10)
EGRESS WINDOWS SIZES AT SLEEPING AREAS TO COMPLY WITH CRC R310.1.1
REQUIREMENTS FOR EGRESS; 42" MAXIMUM SILL HEIGHT; MIN 20" CLEAR OPENING
WIDTH; MIN 24" CLEAR OPENING HEIGHT; MIN 5.7 OPENING AREA
11)
WINDOW SIZES ARE APPROXIMATE. SUBCONTRACTOR SHALL FIELD VERIFY ALL ROUGH
OPENING SIZES
12)
THE MANUFACTURED WINDOW SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE
NATIONAL FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH
THE ENERGY CALCULATIONS. FENESTRATION MUST HAVE TEMPORARY AND
PERMANENT LABELS
13)
GENERAL NOTES
OVALA)
REMARKS NOTES
SLIDINGB)
CASEMENTC)
FIXEDD)
TOP PANELS TO BE AWNINGE)
OBSCURE GLASSF)
SCREEN(S)G)
EGRESS WINDOW, SEE GENERAL NOTE 11H)
ARCHED HEADJ)
TRUE DIVIDED LITESK)
BUTT JOINTL)
MITERED CORNERM)
TWO LITESN)
THREE LITESP)
FOUR LITESQ)
GLASS BLOCKSR)
MIDDLE PANEL FIXED, OUTER PANELS TO BE CASEMENTS)
CLERESTORY WINDOW ABOVE; SAME WIDTHT)
3 PANEL SYSTEM, STACKING ON WALLU)
AWNINGV)
BENT CLERESTORY ABOVE; MATCH SLOPE OF WALL BELOWW)
POCKETX)
3 EQUAL STACKED AWNINGSY)
CORNER LOCKZ)
ALL TEMPERED WINDOWS SHALL BE SAFETY GLAZING PER CRC 308.4.514)
B5 1" DRYWALL REGLET
NOTES
1)DRYWALL TO BE SMOOTH, LEVEL 4 FINISH WITH SQUARE EDGES
2)PROVIDE REGLET AROUND INTERIOR DOOR JAMBS
3)PROVIDE DRYWALL REGLET FLOOR TO WALL 1"H X 5/8"D; PAINTED TO MATCH WALLS
4)PROVIDE ACOUSTIC WALLS AND CEILING IN TV ROOM TO LOOK LIKE DRYWALL
1 1/2 PAIR BUTT HINGES
ENTRY LEVER AS SELECTED BY OWNER
DEADBOLT
WEATHERSTRIPPING
STAINLESS STEEL THRESHOLD
1)
2)BY MANUFACTURER
3)1 1/2 PAIR BUTT HINGES
LEVER AS SELECTED BY OWNER
WEATHERSTRIPPING
ALUMINUM THRESHOLD (ANODIZED BRONZE)
DEADBOLT
4)(2) 1 1/2 PAIR BUTT HINGES
LEVERS AS SELECTED BY OWNER
DEADBOLT
WEATHERSTRIPPING
ALUMINUM THRESHOLD (ANODIZED BRONZE)
DUMMY TRIM
SLIDEBOLT
5)(2) 1 1/2 PAIR BUTT HINGES
LEVERS AS SELECTED BY OWNER (OUTSIDE ONLY)
ALUMINUM THRESHOLD (ANODIZED BRONZE)
DUMMY TRIM SLIDEBOLT
6)1 1/2 PAIR BUTT HINGES
LEVER AS SELECTED BY OWNER
DEADBOLT
WEATHERSTRIPPING
BRASS THRESHOLD
CLOSER
HARDWARE GROUPS
7)1 1/2 PAIR BUTT HINGES
LEVER AS SELECTED BY OWNER
8)1 1/2 PAIR BUTT HINGES
LEVER AS SELECTED BY OWNER
PRIVACY LATCH
9)DOUBLE SWING HINGES
PUSH PLATES BOTH SIDES
10)(2) 1 1/2 PAIR BUTT HINGES
LEVERS AS SELECTED BY OWNER
PRIVACY LATCH
DUMMY TRIM
SLIDEBOLT
11)PATCH FITTINGS CUSTOM
LEVERS STAINLESS STEEL
THRESHOLD
12)1 1/2 PAIR BUTT HINGES
LEVER AS SELECTED BY OWNER
ALUMINUM THRESHOLD (ANODIZED BRONZE)
13)(2) 1 1/2 PAIR BUTT HINGES
LEVER AS SELECTED BY OWNER (OUTSIDE ONLY)
DUMMY TRIM
LOCKSET
14)(2) 1 1/2 PAIR BUTT HINGES
LEVER AS SELECTED BY OWNER
DUMMY TRIM
1.TWO COATS FLAT LATEX PAINT OVER ONE COAT ALKYD PRIMER SEALER
2.VERIFY WITH ARCHITECT
3.TILE VENEER PER SPECS
4.EXTERIOR PAINT #1
5.EXTERIOR PAINT #2
6.EXTERIOR PINT #3
7.POWDER COAT:
8.POWDER COAT:
9.STAIN NUMBER 1:
10.STAIN NUMBER 2:
11.TROWELED
12.FACTORY / NATURAL FINISH
13.SEALED
14.FILLED AND POLISHED
15.SLIP RESISTANT
16.1/4" POLISHED MIRROR
17.TWO COATS VELVET PAINT OVER ONE COAT PRIMER SEALER
18.POLYURETHANE
19.EPOXY
20.GLASS-BRONZE TINT
21.SOFFIT FASCIA - NATURAL COPPER
22.TWO COATS EGGSHELL FINISH PAINT OVER ONE COAT PRIMER SEALER
23.TWO COATS SEMI-GLOSS PAINT OVER ONE COAT PRIMER SEALER
FINISHES
RAISED
PANEL -
DUTCH
DOOR
PE
R
S
C
H
E
D
U
L
E
PER SCHEDULE
CLAD WOOD FRAME
TEMPERED GLASS
SLIDERS
MULTI- SLIDE
CONDITION
WHERE OCCURS
PANELS VARY
C 6'-0"4'-6".30 DG NO .23 -MTL -----B, H
D 4'-0"4'-0".30 DG NO .23 -MTL -----B
H 3'-0"8'-6" .30 DG YES .23 -MTL -----D
E 3'-4"4'-6".30 DG NO .23 -MTL -----D
G 3'-6"1'-6".30 DG YES .23 -MTL -----D
J 3'-0" 4'-6" .30 DG NO .23 -MTL -----C, H
B 5'-0"1'-6".30 DG NO .23 -MTL -----D
F 2'-6"5'-0".30 DG NO .23 -MTL -----C, H
DUTCH DOORDD)
ELECTRONIC LOCK BY ELEVATOR MANUFACTUREREE)
BI-FOLD DOOR; 90 DEG. OPERATION. CLOSER PANEL ABV. CAB AT HIGH DOOR CONDITIONSFF)
L 2'-0"3'-6" .30 DG NO .23 -MTL -----C
104 17'-0"7'-6" C WD WD ---2 YES YES NO M
K 2'-0"4'-0" .30 DG NO .23 -MTL -----C
M 1'-6"1'-6" .30 DG YES .23 -MTL -----D
PE
R
S
C
H
E
D
U
L
E
TYPE C
PER SCHEDULE
WOOD
PAINTED
SECTIONAL
GARAGE
DOOR
111 2'-8"8'-0" F WD WD ---7 NO NO NO B
15)(2) 1 1/2 PAIR BUTT HINGES
SLIDEBOLT WEATHERSTRIPPING
ALUMINUM THRESHOLD ENTRY
LEVER DEADBOLT
16)POCKET DOOR SLIDING
HARDWARE FINGER PULL
17)POCKET DOOR SLIDING
HARDWARE FINGER PULL WITH
PRIVACY LATCH
18)1 1/2 PAIR BUTT HINGES
LEVER AS SELECTED BY OWNER
ALUMINUM THRESHOLD (ANODIZED BRONZE)
ELECTRONIC ELEVATOR LOCK
TYPE H
GLASS
(TEMPERED)
PE
R
S
C
H
E
D
U
L
E
PER
SCHEDULE
STILE &
RAIL -
FRENCH
DOOR
WINDOW AS SELECTED BY OWNER; VERIFY DIMENSIONAA)
N 4'-6"5'-6".30 DG YES .23 -MTL -----B, F
102 2'-10"8'-0" A WD WD ---6 NO NO NO U
103 2'-8"8'-0" A WD WD ---6 NO NO NO U
105 8'-0"7'-6" C WD WD ---2 YES YES NO M
106 2'-8"7'-6" A WD WD ---6 YES NO NO U
107 3'-0" 8'-0"D WD/GL WD ---4 NO YES NO DD
108 26'-0"8'-6"B AL/GL AL ---2 NO YES YES A, E, W
109 2'-8"8'-0" A WD WD ---6 YES NO NO U
110 2'-8"8'-0" A WD WD ---6 YES NO NO U
112 2'-6"8'-0" F WD WD ---7 NO NO NO B
113 3'-0"8'-0" F WD WD ---7 NO NO NO B
114 2'-6"8'-0" F WD WD ---7 NO NO NO B
115 2'-6"8'-0"F WD WD ---8 NO NO NO S
116 2'-6"8'-0"F WD WD ---8 NO NO NO S
117 2'-6"8'-0" F WD WD ---7 NO NO NO B
118 2'-6"8'-0" F WD WD ---7 NO NO NO B
119 2'-8"8'-0" F WD WD ---7 NO NO NO B
120 2'-6"8'-0" F WD WD ---7 NO NO NO B
201 26'-0"8'-0"B AL/GL AL ---2 NO YES YES A, E, W
202 PR 3'-0"8'-0"E AL/GL AL ---8 NO YES NO D
203 3'-0"8'-0"H AL/GL AL ---8 NO YES NO D
204 PR 3'-0"8'-0"E AL/GL AL ---8 NO NO NO S
205 2'-6"8'-0" F WD WD ---7 NO NO NO B
206 2'-6"8'-0" F WD WD ---7 NO NO NO B
208 2'-6"8'-0" F WD WD ---7 NO NO NO B
209 2'-6"8'-0" F WD WD ---7 NO NO NO B
207 2'-6"8'-0"F WD WD ---8 NO NO NO S
210 2'-8"8'-0" F WD WD ---7 NO NO NO B
211 2'-8"8'-0" F WD WD ---7 NO NO NO B
212 2'-8"8'-0" F WD WD ---7 NO NO NO B
213 5'-4"8'-0" J WD WD ---7 NO NO NO P, FF
214 2'-6"8'-0" F WD WD ---7 NO NO NO B
215 PR.2'-8"8'-0"F WD WD ---8 NO NO NO S
216 3'-0"8'-0" F WD WD ---7 NO NO NO B
217 2'-6"8'-0" F WD WD ---7 NO NO NO B
218 2'-8"8'-0"H AL/GL AL ---8 NO YES NO D
DESCRIPTIONISSUE DATE
pr
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s
s
s
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1-
1
9
-
2
2
10/20/17
4
7
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.
c
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JOB NO.
IN-HOUSE XX/XX/XX
2203
PLAN CHECK :- - -
PLOT DATE 2/17/23
41
3
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1
LANDLORD SUB 1
41
3
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ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
2/17/23COASTAL DEVELOPMENT 1
schedules
A6.1
DESCRIPTIONISSUE DATE
pr
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r
e
s
s
s
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t
1-
1
9
-
2
2
10/20/17
4
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(9
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JOB NO.
IN-HOUSE XX/XX/XX
2203
PLAN CHECK :- - -
PLOT DATE 2/17/23
41
3
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l
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1
LANDLORD SUB 1
41
3
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ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
2/17/23COASTAL DEVELOPMENT 1
D1.1
details
3"=1'-0"opening flashing
NOTE A
2"
B
LAPMIN.
C
8"
OPENING
ROUGH-IN
SILL
LINTEL
WINDOW
SEE NOTE BELOW
1"
4"
THE ABOVE METHOD APPLIES ONLY TO THE MOST COMMONLY USED TYPE OF METAL FRAME (SURFACE MOUNTED). FOR OTHER
TYPES OF FRAMES, SPECIAL ATTENTION MUST BE PAID TO THE MANUFACTURER'S RECOMMNEDATIONS.
HEAD AND JAMB INSTALLATION IS TYPICAL FOR SLIDING DOORS, DOORS NOTE, LAP JAMB, MOISTOP FLASHING OVER PLASTER
SCREED NAILING FLANGE.
INSTALL WINDOWS PER MANUFACTURER'S RECOMMENDATIONS. SILICON SEAL ALL WINDOW FRAME JOINTS AT EXTERIOR FRAME
LOCATIONS AFTER WINDOW IS INSTALLED PRIOR TO FINISH MATERIAL INSTALLATION.
3.
INSTALL WINDOW JAMB NAILING FLANGES OVER A
CONTINUOUS BEAD OF SEALANT ON THE MOISTOP
FLASHING (OR EQUAL). INSTALL THE WINDOW HEAD
MOISTOP (OR EQUAL) ON A CONTINUOUS BEAD OF
SEALANT APPLIED TO THE WINDOW HEAD NAILING
FLANGE.
4.
COMMENCING AT BOTTOM (SOLE PLATE) OF THE
WALL, LAY BUILDING PAPER UNDER SILL STRIP.
NOTE: CUT ANY EXCESS BUILDING PAPER THAT
MAY EXTEND ABOVE THE SILL FLANGE LINE ON
EACH SIDE OF iSHOWN AS SHORT DASHED LINES).
DO NOT SLICE BUILDING PAPER HORIZONTALLY SO
THAT THE PAPER WILL LAP OVER THE JAMB STRIPS.
INSTALL SUCCESSIVE LINES OF BUILDING PAPER
(B,C,D, ETC) OVER JAMB AND HEAD FLANGES,
LAPPING EACH COURSE
1.
ATTACH SILL STRIP WITH TOP EDGE LEVEL
WITH ROUGH SILL - EXTEND BEYOND EDGE OF
ROUGH OPENING AT LEAST 8". SECURE ALL
MOISTOP FLASHING (OR EQUAL) WITH
GALVANIZED NAILS OR POWER-DRIVEN STAPLES.
NOTE: LINE-WIRE, WHEN USED AS BACKING TO SUPPORT BUILDING PAPER BENEATH WITE LATH (NETTING) FOR
PORTLAND CEMENT PLASTER (STUCCO), SHALL BE INSTALLED AS FOLLOWS:
1. WIRE GAUGE, SPACING, AND ATTACHMENT SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF
BUILDING NEWS ITEMS 47-1.
2. PERIPHERAL FLASHING, AT ALL EDGES OF WALL OPENINGS, MUST COVER THE WIRE BACKING.
3. NO ATTACHMENT DEVICES NOR THE WIRE BACKING SHALL COVER OR PENETRATE THE
FLASHING MATERIAL
2.
ATTACHED JAMB STRIP WITH SIDE EDGE EVEN WITH
ROUGH-JAMB FRAMING. START STRIP 1" BELOW
LOWER EDGE OF SILL STRIP AMD EXTEND 4" ABOVE
LOWER EDGE OF LINTEL.
WINDOW FLASHING:
SECTION 1402.2 OF THE 2016 EDITION OF THE C.B.C. STATES THAT "EXTERIOR OPENINGS EXPOSED TO THE WEATHER
SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF".
2
SLIDING GLASS DOORS
PER SCHEDULE
3"=1'-0"sliding glass door threshold
SLOPE
DOOR FRAME BEYOND
FINISH FLOOR PER SCHEDULE
METAL THRESHOLD SET IN MASTIC
CONCRETE SLAB
EXPANSION JOINT
VA
R
I
E
S
METAL SILL PAN O/ BITUTHENE.
TURN UP PAN AT BACKSIDE OF
THRESHOLD/SILL
GYP.BD. - SEE FINISH
SCHEDULE FOR WALL FINISH
FLASHING PER
SLIDING GLASS DOORS
PER SCHEDULE
BATT INSULATION WHERE
NOTED ON PLAN
3"=1'-0"sliding glass door head/jamb
SLIDING GLASS DOOR FRAME
BUILDING PAPER
WOOD SIDING
PLYWOOD SHEATHING
HEADER (AT HEAD CONDITION)
SOFFIT WHERE OCCURS
3x8 FASCIA HEADER ROUGH SAWN
WHERE OCCURS ON ELEV.
FLASHING
1/D1
P.T. WOOD SILL
FACE OF STUD BEYOND
SILL - SET IN SEALANT
sill @ sliding glass door NONE
METAL SILL PAN O/ BITUTHENE.
TURN UP PAN AT BACKSIDE OF
THRESHOLD/SILL
DEX-O-TEX WEATHERWEAR
WATERPROOF MEMBRANE, EXTEND
UP WALL 6" TYP.;
CLASS A FIRE RATING; ICC ESR-1757
DEX-O-TEX SLIP SHEET
R-13 RIGID INSULATION UNDER
DECK AT UNIT B PER T-24
3"=1'-0"threshold to deck
DOOR FRAME BEYOND
DOOR PER SCHEDULE
WEATHERSTRIP
METAL THRESHOLD SET IN MASTIC
MAXIMUM 12" ABOVE FINISHED
LANDING WHEN DOOR SWINGS OVER
LANDING PER CBC 1008.1.6
SEALANT
METAL SILL PAN O/ BITUTHENE.
TURN UP PAN AT BACKSIDE OF
THRESHOLD/SILL
MAXIMUM HEIGHT BETWEEN
INTERIOR FINISH FLOOR AND
EXTERIOR LANDING IS TO BE
1/2" PER CBC 1008.1.4
DEX-O-TEX WEATHERWEAR WATERPROOF
MEMBRANE, EXTEND UP WALL 6" TYP.;
CLASS A FIRE RATING; ICC ESR-1757
DEX-O-TEX SLIP SHEET
R-13 RIGID INSULATION UNDER
DECK AT UNIT B PER T-24
10
12
11
9
14
19
13
8 4
6
7 3
5
3"=1'-0"exterior door sill
EXPANSION JOINT
DOOR FRAME BEYOND
FINISH FLOOR
DOOR PER SCHEDULE
WEATHERSTRIP
METAL THRESHOLD SET IN MASTIC
CONCRETE STEM WALL
SLOPE
FLOOR FRAMING PER STRUCTURAL
DRAWINGS
7
3
/
4
"
M
A
X
.
12"
M
I
N
.
20 16
18
NOTE: IF PROPOSED GRADE OR PROPOSED FINISH SURFACE IS HIGHER THAN
SHOWN; PROVIDE S.S FLASHING AT FACE OF FOOTING AND WALL TO MAINTAIN
NOTED MINIMUM CLEARANCES.
NOTE: IF PROPOSED GRADE OR PROPOSED FINISH SURFACE IS HIGHER THAN SHOWN;
PROVIDE S.S FLASHING AT FACE OF FOOTING AND WALL TO MAINTAIN NOTED MINIMUM
CLEARANCES.
15sliding glass door
VERIFY
MULTI-SLIDE TEMPERED GLASS DOOR
WITH "MAXI-TANDEM" WHEELS
SCREENS AT INTERIOR WITH FULL SIZE
STILES & RAILS WHERE OCCUR
VERIFY CLEAR OPENING WIDTH W/
MANUFACTURER
3/4" PLYWOOD WITH BLACK
LAMINATE FACE LINING INTERIOR OF
POCKET AT SIDES AND HEAD
2X4 STUD FRAMING
INTERLOCKS
ADHERED BRICK VENEER O/LATH
O/BUILDING PAPER
GYP. BD.
PLYWOOD SHEATHING
METAL CORNER BEAD
PLASTER J-STOP
ALIGN
GYP.BD. - SEE FINISH
SCHEDULE FOR WALL FINISH
FLASHING PER
DOOR PER SCHEDULE
BATT INSULATION WHERE
NOTED ON PLAN
3"=1'-0"door head/jamb
3/
8
"
EZYJAMBE SRC - CLASSIC
ADJUST DOOR JAMB
BUILDING PAPER
STUCCO - SEE FINISH
SCHEDULE FOR WALL FINISH
PLYWOOD SHEATHING
SEALANT
1/D1
17
GYP.BD. - SEE FINISH
SCHEDULE FOR WALL FINISH
BATT INSULATION WHERE
NOTED ON PLAN
3"=1'-0"window head/jamb
SEALANT
VAPOR BARRIER
WOOD SIDING
PLYWOOD SHEATHING
HEADER - SEE STRUCT. DWGS.
BUILDING PAPER
METAL J-STOP
WINDOW PER SCHEDULE
WINDOW SASH
WOOD TRIM
GYP.BD. - SEE FINISH
SCHEDULE FOR WALL FINISH
BATT INSULATION WHERE
NOTED ON PLAN
3"=1'-0"window sill
SEALANT
VAPOR BARRIER
STUCCO O/ LATH O/ BUILDING
PAPER
PLYWOOD SHEATHING
BUILDING PAPER
WINDOW HEAD/JAMB INSTALL
PER MANUF. REQ'MTS
METAL J-STOP
WINDOW FRAME BEYOND
WINDOW PER SCHEDULE
FLASHING
STUCCO CORNER BEAD
SLOPE
GYP.BD. - SEE FINISH
SCHEDULE FOR WALL FINISH
BATT INSULATION WHERE
NOTED ON PLAN
3"=1'-0"window head/jamb
SEALANT
VAPOR BARRIER
STUCCO - SEE FINISH
SCHEDULE FOR WALL FINISH
PLYWOOD SHEATHING
HEADER - SEE STRUCT. DWGS.
2 LAYERS GRADE D BUILDING PAPER
WINDOW HEAD/JAMB INSTALL
PER MANUF. REQ'MTS
METAL J-STOP
WINDOW FRAME BEYOND
WINDOW PER SCHEDULE
FLASHING
GYP.BD. - SEE FINISH
SCHEDULE FOR WALL FINISH
BATT INSULATION WHERE
NOTED ON PLAN
3"=1'-0"window sill
SEALANT
VAPOR BARRIER
WOOD SIDING
PLYWOOD SHEATHING
HEADER - SEE STRUCT. DWGS.
BUILDING PAPER
WINDOW HEAD/JAMB INSTALL
PER MANUF. REQ'MTS
METAL J-STOP
WOOD TRIM
3"=1'-0"window sill
SEALANT
WINDOW HEAD/JAMB INSTALL
PER MANUF. REQ'MTS
METAL J-STOP
WINDOW FRAME BEYOND
WINDOW PER SCHEDULE
FLASHING
SLOPE
WITH BOND COAT TO SCRATCH
ADHERED STONE VENEER SET
AND BROWN COAT PLASTER W/
LATH AND PAPER
SOUND BATT INSULATION
WHERE NOTED ON PLAN
PLYWOOD SHEATHING
2x STUD WALL PER PLANS
GYP.BD. - SEE FINISH
SCHEDULE FOR WALL FINISH
VAPOR BARRIER
BUILDING PAPER
GYP.BD. - SEE FINISH
SCHEDULE FOR WALL FINISH
BATT INSULATION WHERE
NOTED ON PLAN
3"=1'-0"window head/jamb
PLYWOOD SHEATHING
HEADER - SEE STRUCT. DWGS
WINDOW HEAD/JAMB INSTALL
PER MANUF. REQ'MTS
SEALANT
ADHERED STONE VENEER SET WITH
BOND COAT TO SCRATCH AND
BROWN COAT PLASTER W/ LATH AND
PAPER
WINDOW PER SCHEDULE
WINDOW FRAME BEYOND
FLASHING
METAL J-STOP
GI FLASHING O/ BITUTHENE
1/2" BLACKENED STEEL LINTEL
3"=1'-0"door head/jamb (sim)
WEATHERSTRIP
WOOD DOOR FRAME
DOOR PER SCHEDULE
GYP.BD. - SEE FINISH
SCHEDULE FOR WALL FINISH
BATT INSULATION WHERE
NOTED ON PLAN
PLYWOOD SHEATHING
HEADER - SEE STRUCT. DWGS
ADHERED STONE VENEER SET WITH
BOND COAT TO SCRATCH AND
BROWN COAT PLASTER W/ LATH AND
PAPER
GI FLASHING O/ BITUTHENE
3"=1'-0"sash at floor
CONCRETE AND EXPANSION JOINT
WHERE OCCURS
WINDOW FRAME BEYOND
FINISH FLOOR
WINDOW PER SCHEDULE
BRAKE METAL - PAINT TO MATCH SASH
CONCRETE SLAB
REMOVABLE STOP AT SILL W/ BRAKE
METAL FLASHING UP BEHIND SASH-SET
SASH IN MASTIC
3"=1'-0" jamb @ post
BRAKE METAL - PAINT TO MATCH SASH
REMOVABLE STOP AT SILL W/ BRAKE
METAL FLASHING UP BEHIND SASH-SET
SASH IN MASTIC
WINDOW PER SCHEDULE
WINDOW FRAME BEYOND
POST
CORNER CONDITION WHERE OCCURS
DOOR OR WINDOW FRAME PER PLANS
GYP.BD. WHERE OCCURS - SEE
FINISH SCHEDULE FOR WALL
FINISH
3"=1'-0"sliding glass door head
SOFFIT WHERE OCCURS
2X4 STUD WALL
BUILDING PAPER
REFER TO OPENING
FLASHING DETAIL FOR
TYP. FLASHING REQ'MTS
EXPANDED METAL LATH AT SOFFIT
CONDITION
SEE PLANS
SLIDING GLASS DOORS
PER SCHEDULE
SLIDING GLASS DOOR FRAME
ADHERED STONE VENEER SET WITH
BOND COAT TO SCRATCH AND
BROWN COAT PLASTER W/ LATH AND
PAPER
EXTERIOR CEMENT PLASTER O/LATH &
BLDG PAPER WHERE OCCURS
DESCRIPTIONISSUE DATE
pr
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10/20/17
4
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JOB NO.
IN-HOUSE XX/XX/XX
2203
PLAN CHECK :- - -
PLOT DATE 2/17/23
41
3
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LANDLORD SUB 1
41
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ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
2/17/23COASTAL DEVELOPMENT 1
D1.2
details
1 1/2"=1'-0"vent pipe flashing
BATT INSULATION WHERE OCCURS
SLATE ROOF TILES OVER (2) LAYERS OF
15 LB. ASPHALT SATURATED FELT OVER
PLYWOOD SHEATHING
ROOF FRAMING PER STRUCTURAL
1/2" MIN.
CLR.
GALVANIZED SHEET METAL FLASHING
COLLAR
SEALANT ALL AROUND PIPE
C.L. OF VENT PIPE OR STACK
2X6 BLOCKING EACH SIDE OF PIPE
NOTE: FOR VENT OPENINGS 10" DIAMETER OR LESS
SEE MECHANICAL DRAWINGS FOR LOCATIONS
12
1317
18
1
2
3
4
6
5
8
9
10
11
1620
19
1 1/2"=1'-0"roof to wall
SIDING. HARDIE PANEL OR EQUAL
OVER (2) LAYERS WATER RESISTIVE BARRIER
OVER PLYWOOD SHEATHING
2X STUD WALL PER PLAN
GALVANIZED IRON FLASHING - PAINT TO
MATCH ROOF TILE
ROOF FRAMING PER STRUCTURAL
BATT INSULATION. R-13 IN 2X4 WALLS
AND R-19 IN 2X6 WALLS
COUNTER FLASHING - PAINT TO MATCH
ROOF TILE
ASPHALT SHINGLES OVER (2) LAYERS OF
15 LB ASPHALT SATURATED FELT OVER
PLYWOOD SHEATING
PER
TILE MFG.
3"
MI
N
.
LA
P
ADHERED STONE VENEER WHERE
OCCURS ON ELEVATIONS
EXTERIOR CEMENT PLASTER OVER LATH
AND PAPER AND PLYWOOD SHEATHING
GALVANIZED IRON FLASHING-PAINT TO
MATCH ROOF TILE
1x6 CONTINUOUS
GALVANIZED IRON FLASHING-PAINT TO
MATCH ROOF TILE
ASPHALT SHINGLES
ROOF SHEATHING
3 PLY B.U.R FOR SLOPES < 3.5:12
2 LAYERS 15 LB FELT FOR
SLOPES > 3.5:12
roof to wall 715
14
saddle
3"
MI
N
.
LA
P
12" MI
N
.
L
A
P
ASPHALT SHINGLES
GALVANIZED IRON FLASHING-PAINT TO
MATCH ROOF TILE
1x6 CONTINUOUS
EXTERIOR CEMENT PLASTER O/ 2 LAYERS
GRADE "D" BUILDING PAPER
ADHERED STONE VENEER WHERE
OCCURS ON ELEVATIONS
NOTE: REFER TO ROOF
TILE MANUFACTURERS
SPECIFICATIONS FOR
INSTALLATION OF TILE
ROOF SHEATHING
3 PLY B.U.R FOR SLOPES < 3.5:12
2 LAYERS 15LB FELT FOR SLOPES > 3.5:12
METAL SADDLE FLASHING
SWEAT SHEET
BITUTHENE O/ STARTER STRIP
1 1/2"=1'-0"roof drain
4" DIAMETER CAST IRON DRAIN PIPE W/ 1"
STRAPS @ 8'-0" O.C., TYP.
ROOF FRAMING PER STRUCT.
3X6 AT DRAIN SUMP
WOOD STUD FRAMING PER PLANS
BUILT-UP ROOFING
4" DIAMETER ROOF & OVERFLOW DRAIN.
SEE PLUMB. DWGS.
CANT STRIP SET IN BITUMEN
FIRE BLKG
2"
2"
unvented enclosed rafter
ROOF FRAMING, SEE
STRUCTURAL
ASPHALT SHINGLES
RIDGE OR HIP TILE
3 PLY B.U.R FOR SLOPES < 3.5:12
2 LAYERS UNDERLAYMENT FOR SLOPES
> 3.5:12
CLOSED CELL POLYURETHANE FOAM
INSULATION TO THE UNDERSIDE OF
THE SHEATHING OF VAULTED CEILING
AREA; GASCO ONE-PASS 2.0, AIR
PERMEABLE ; THICKNESS AS
REQUIRED TO ACHIEVE REQUIRED
R-VALUE NOTED IN T24.
1-1/2"=1'-0"
1 1/2"=1'-0"valley
PER
SHINGLE
MFG.
12"
MIN.
PROVIDE A MIN 28 GAUGE CONT. METAL
VALLEY FLASHING PER SHINGLE
MANUFACTURER
2 LAYERS 15LB ASPHALT SATURATED
FELT O/ PLYWOOD SHEATHING
METAL CLEATS AT 12" O.C.
SWEAT SHEET
NOTE: PENETRATIONS &
INTERUPTIONS AT METAL VALLEY
FLASHING NOT PERMITTED.
ROOF FRAMING PER STRUCTURAL
ASPHALT SHINGLES
CLOSED CELL POLYURETHANE FOAM
INSULATION TO THE UNDERSIDE OF
THE SHEATHING OF VAULTED CEILING
AREA; GASCO ONE-PASS 2.0, AIR
PERMEABLE ; THICKNESS AS
REQUIRED TO ACHIEVE REQUIRED
R-VALUE NOTED IN T24.
1"-1'-0"
3"=1'-0"1hr sound rated interior wall
INSULATION WHERE INDICATED ON PLANS
ONE LAYER OF 5/8" TYPE "X" GYP. BD.
BLOCKING WHERE OCCURS
2X STUD FRAMING
1-HOUR FIRE RATING PER 2012 GYPSUM
ASSOCIATION FIRE-RESISTANCE DESIGN MANUAL
GA FILE NO: WP 3240
1-HOUR RATED ASSEMBLY
50 TO 56 STC RATING PER 2012 GYPSUM
ASSOCIATION FIRE-RESISTANCE DESIGN MANUAL
GA FILE NO: WP 3240
SOUND RATED ASSEMBLY
RESILIENT CHANNELS @ 24" OC ON ONE SIDE AT
RIGHT ANGLES TO WOOD STUDS.
A. APPROVED ACOUSTICAL SEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE SEPARATION WALL.
B. ALL PENETRATIONS INTO SOUND-RATED PARTITIONS OF FLOOR-CEILING ASSEMBLIES SHALL BE SEALED WITH AN APPROVED
PERMANENT RESILIENT SEALANT.
C. ALL RIGID CONDUIT, DUCTS, PLUMBING PIPES, AND APPLIANCE VENTS LOCATED IN SOUND ASSEMBLIES SHALL BE ISOLATED
FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVES, MOUNTS, OR MINIMUM ¼" THICK APPROVED RESILIENT
MATERIAL. : GAS PIPING NEED NOT BE ISOLATED. EXCEPTION
D. METAL VENTILATING AND CONDITIONED AIR DUCTS LOCATED IN SOUND ASSEMBLIES SHALL BE LINED.
E. MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES TO A POINT 12" BEYOND THE PIPE OR DUCT, WHENEVER A
PLUMBING PIPE OR DUCT PENETRATES A FLOOR-CEILING ASSEMBLY OR WHERE SUCH UNIT PASSES THROUGH THE PLANE OF
THE FLOOR-CEILING ASSEMBLY WITHIN A WALL.
NOTE:
JOINTS INSTALL IN OR BETWEEN FIRE RATED WALLS,
FLOOR/CEILING AND ROOFS SHALL BE PROTECTED BY AN
APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO
RESIST THE PASSAGE OF FIRE FOR TIME PERIOD AS
REQUIRED BY THE FIRE RATED CONSTRUCTION.
FIRE NOTES: HORIZONTAL ASSEMBLIES SHALL BE
CONTINUOUS WITHOUT VERTICAL OPENINGS, EXCEPT AS
PERMITTED BY SECTION 712. . SUPPORTING
CONSTRUCTION OF FIRE RATED HORIZONTAL
ASSEMBLIES SHALL MAINTAIN REQUIRED FIRE RATING.
NOTE: FIRE BARRIER SHALL EXTEND FROM FLOOR/CEILING TO THE UNDERSIDE OF
SHEATHING/DECK ABOVE, THROUGH ANY CONCEALED SPACES.
JOINTS INSTALL IN OR BETWEEN FIRE RATED WALLS, FLOOR/CEILING AND ROOFS SHALL BE
PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE PASSAGE
OF FIRE FOR TIME PERIOD AS REQUIRED BY THE FIRE RATED CONSTRUCTION.
1 hr sound rated floor assembly 11
2"=1'-0"
FLOOR JOISTS
SEE STRUCT.
(1) LAYER 5/8" TYPE 'X' GYPBOARD APPLIED AT
RIGHT ANGLES TO FURRING CHANNELS WITH
1" TYPE S DRYWALL SCREWS AT 12" O.C.
JOINTS INSTALL IN OR BETWEEN FIRE RATED WALLS, FLOOR/CEILING AND ROOFS SHALL BE
PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE
PASSAGE OF FIRE FOR TIME PERIOD AS REQUIRED BY THE FIRE RATED CONSTRUCTION.
SOLID BLOCKING AT RATED WALL
RC-1 RESILENT CHANNELS @
24" O.C. (ONE SIDE
INSULATION PER T24
5/8". PLYWOOD SUBFLOOR
FIRE NOTES: HORIZONTAL ASSEMBLIES SHALL BE CONTINUOUS WITHOUT VERTICAL OPENINGS, EXCEPT
AS PERMITTED BY SECTION 712. . SUPPORTING CONSTRUCTION OF FIRE RATED HORIZONTAL
ASSEMBLIES SHALL MAINTAIN REQUIRED FIRE RATING.
1 HR RATED WALL PER 14/D1.2 WHERE SHOWN
ON PLAN AND AT STRUCTURAL SUPPORTS
APPROVED 1HR RATED
FIRE-RESISTANT SEALANT AT
ALL JOINTS BETWEEN WALLS,
FLOOR, CEILING & ROOFS.
50-54 STC SOUND RATING PER GA FILE NO. FC 5120
3/8" PARTICLE BOARD
A. APPROVED ACOUSTICAL SEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE
SEPARATION WALL.
B. ALL PENETRATIONS INTO SOUND-RATED PARTITIONS OF FLOOR-CEILING ASSEMBLIES SHALL BE SEALED WITH AN
APPROVED PERMANENT RESILIENT SEALANT.
C. ALL RIGID CONDUIT, DUCTS, PLUMBING PIPES, AND APPLIANCE VENTS LOCATED IN SOUND ASSEMBLIES SHALL BE
ISOLATED FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVES, MOUNTS, OR MINIMUM ¼" THICK
APPROVED RESILIENT MATERIAL. : GAS PIPING NEED NOT BE ISOLATED. EXCEPTION
D. METAL VENTILATING AND CONDITIONED AIR DUCTS LOCATED IN SOUND ASSEMBLIES SHALL BE LINED.
E. MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES TO A POINT 12" BEYOND THE PIPE OR DUCT,
WHENEVER A PLUMBING PIPE OR DUCT PENETRATES A FLOOR-CEILING ASSEMBLY OR WHERE SUCH UNIT PASSES
THROUGH THE PLANE OF THE FLOOR-CEILING ASSEMBLY WITHIN A WALL.
NOTE:
5/8" TYPE "X" W.R. GYPSUM BOARD
R19 BATT INSULATION
WOOD FRAMING
(1)LAYER 5/8" W.R. TYPE "X' GYP. BD. O/ 1/2"
PLYWOOD
EXT. FINISH, REF. PLANS AND MAT SCHED.
WEATHER BARRIER
PLYWOOD SHEATING WHERE OCCURS PER
STRUCTURAL DRAWING
1"=1'-0"1hr exterior wall
HORIZONTAL SIDING, HARDIE PANEL
OR EQUAL OVER (2) LAYERS OF
GRADE D PAPER OVER PLYWOOD
SHEATHING
PER PLAN
ASPHALT SHINGLES OVER (2) LAYERS OF
15 LB ASPHALT SATURATED FELT OVER
PLYWOOD SHEATHING.
BATT INSULATION: R-30 IN ROOF,
R-19 IN 2X6 WALLS AND R-13 IN 2X4 WALLS
1 1/2"=1'-0"eave
T&G DECKING AT EXPOSED EAVE
2X FASCIA
1X2 PAINTED WINDSOR ONE TRIM
2X ROOF FRAMING AT 16" O.C.;
SEE STRUCTURAL DRAWINGS
5/8" TYPE X GYP BD WITHIN SIDE
SETBACK FOR 1HR FIRE RATING
6"
2 1/2"
1 1/2"
2"
1
1
/
2
"
8"
1 1/2"=1'-0"
2X WOOD STUD
ASPHALT SHINGLES O/ ASPHALT SATURATED
FELT OVER PLYWOOD SHEATHING.
2X RAFTER PER STRUCTURAL DWGS
5/8" TYPE 'X' GYPSUM BOARD, PAINT
HORIZONTAL SIDING,
HARDIE PANEL OR EQUAL, OVER 2
LAYERS OF WATER RESISTIVE BARRIER
OVER PLYWOOD SHEATHING
rake
1X2 PAINTED
WINDSOREONE TRIM
2X FASCIA BOARD
3"
6"
6"
ADHERED STONE VENEER O/ TYPE S
MORTAR BED (MIN. 1/2"; MAX. 1 1/4")
OVER CORROSION RESISTANT METAL
LATH WHERE OCCURS
1 1/2"=1'-0"
2X WOOD STUD
ASPHALT SHINGLES O/ ASPHALT SATURATED
FELT OVER PLYWOOD SHEATHING.
2X RAFTER PER STRUCTURAL DWGS
5/8" TYPE 'X' GYPSUM BOARD, PAINT
HORIZONTAL SIDING,
HARDIE PANEL OR EQUAL, OVER 2
LAYERS OF WATER RESISTIVE BARRIER
OVER PLYWOOD SHEATHING
rake
1X2 PAINTED
WINDSOREONE TRIM
2X FASCIA BOARD
3"
6"
6"
EXTERIOR CEMENT PLASTER O/ LATH
AND BLDG. PAPER
PER PLAN
ASPHALT SHINGLES OVER (2) LAYERS OF
15 LB ASPHALT SATURATED FELT OVER
PLYWOOD SHEATHING.
BATT INSULATION: R-30 IN ROOF,
R-19 IN 2X6 WALLS AND R-13 IN 2X4 WALLS
1 1/2"=1'-0"eave
T&G DECKING AT EXPOSED EAVE
2X FASCIA
1X2 PAINTED WINDSOR ONE TRIM
2X ROOF FRAMING AT 16" O.C.;
SEE STRUCTURAL DRAWINGS
5/8" TYPE X GYP BD WITHIN SIDE
SETBACK FOR 1HR FIRE RATING
6"
2 1/2"
1 1/2"
2"
1
1
/
2
"
8"
ADHERED STONE VENEER O/ TYPE S MORTAR
BED (MIN. 1/2"; MAX. 1 1/4") OVER CORROSION
RESISTANT METAL LATH WHERE OCCURS
1 HR LIGHT RECESS 11
2"=1'-0"
FLOOR JOISTS
SEE STRUCT.
(1) LAYERS 5/8" TYPE 'X'
GYPBOARD
APPROVED 1HR RATED
FIRE-RESISTANT SEALANT
RC-1 RESILENT CHANNELS @
24" O.C. (ONE SIDE)
INSULATION PER T24
19/32" MIN. SUBFLOOR
NOTE: HORIZONTAL ASSEMBLIES SHALL BE CONTINUOUS WITHOUT VERTICAL OPENINGS, EXCEPT AS
PERMITTED BY SECTION 712.
(2) LAYERS 5/8" TYPE 'X' GYP. BOARD
BOXED ALL AROUND LIGHT FIXTURE
LIGHT FIXTURE
55-54 STC SOUND RATING PER GA FILE NO. FC 5115
FIRE TESTING: UL R3453-7, 5-1-70, UL DESIGN L516
1 1/2" EXISTING LIGHTWEIGHT CONCRETE FLOOR
JOINTS INSTALL IN OR BETWEEN FIRE RATED WALLS, FLOOR/CEILING AND ROOFS SHALL BE
PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE PASSAGE
OF FIRE FOR TIME PERIOD AS REQUIRED BY THE FIRE RATED CONSTRUCTION.
3"=1'-0"1HR WALL PENETRATION
NON-COMBUSTABLE FIRE STOPPING
AT PENETRATIONS
1 HR FIRE AND OR SOUND RATED WALL ASSEMBLY
PER PLANS. SEE DETAIL 17 & 19/D1.2
5/8" TYPE "X" GYP. BD.
JOINTS INSTALL IN OR BETWEEN FIRE RATED WALLS, FLOOR/CEILING AND ROOFS SHALL BE
PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE
PASSAGE OF FIRE FOR TIME PERIOD AS REQUIRED BY THE FIRE RATED CONSTRUCTION.
NOTE:
1 hr exterior soffit/floor assembly 11
2"=1'-0"
FLOOR JOISTS
SEE STRUCT.
MIN. 3/4" EXTERIOR CEMENT
PLASTER O/ LATH AND PAPER
FOR 1HR RATING
JOINTS INSTALL IN OR BETWEEN FIRE RATED WALLS, FLOOR/CEILING AND ROOFS SHALL BE
PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE
PASSAGE OF FIRE FOR TIME PERIOD AS REQUIRED BY THE FIRE RATED CONSTRUCTION.
SOLID BLOCKING AT RATED WALL
INSULATION PER T24
5/8". PLYWOOD SUBFLOOR
FIRE NOTES: HORIZONTAL ASSEMBLIES SHALL BE CONTINUOUS WITHOUT VERTICAL OPENINGS, EXCEPT
AS PERMITTED BY SECTION 712. . SUPPORTING CONSTRUCTION OF FIRE RATED HORIZONTAL
ASSEMBLIES SHALL MAINTAIN REQUIRED FIRE RATING.
1 HR RATED EXTERIOR WALL PER
20/D1.2 WHERE SHOWN ON PLAN AND
AT STRUCTURAL SUPPORTS
APPROVED 1HR RATED
FIRE-RESISTANT SEALANT AT
ALL JOINTS BETWEEN WALLS,
FLOOR, CEILING & ROOFS.
3/4" GYPCRETE TOPPING
INTERIOR CEILING PER RCP
DESCRIPTIONISSUE DATE
pr
o
g
r
e
s
s
s
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t
1-
1
9
-
2
2
10/20/17
4
7
0
w
a
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d
ir
v
i
n
e
,
c
a
9
2
6
1
8
(9
4
9
)
4
5
0
.
0
0
9
3
in
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@
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a
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c
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.
c
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JOB NO.
IN-HOUSE XX/XX/XX
2203
PLAN CHECK :- - -
PLOT DATE 2/17/23
41
3
v
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1
LANDLORD SUB 1
41
3
v
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ne
w
p
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b
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a
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c
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6
3
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x
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
2/17/23COASTAL DEVELOPMENT 1
D1.3
details
3"=1'-0"
ADHERED STONE VENEER; WT. = 15 P.S.F.
1 12" MAX THICKNESS
TYPE S MORTAR BED (MIN. 1/2"; MAX.
1 1/4") OVER CORROSION RESISTANT
METAL LATH
BLDG. PAPER (CONTINUOUS BACKING)
2x P.T. SILL PLATE
FINISH GRADE
WOOD BASE WHERE OCCURS
INSULATION
CBC APPLICATION REQUIREMENTS; A PASTE OF NEAT PORTLAND CEMENT SHALL BE BRUSHED ON THE BACKING AND THE BACK
OF THE VENEER UNIT. TYPE S MORTAR SHALL BE APPLIED TO THE BACKING AND THE VENEER UNIT. SUFFICIENT MORTAR SHALL
BE USED TO CREATE A SLIGHT EXCESS TO BE FORCED OUT OF THE EDGES OF THE UNITS. THE UNITS SHALL BE TAPPED INTO
PLACE SO AS TO COMPLETELY FILL THE SPACE BETWEEN THE UNITS AND THE BACKING. THE RESULTING THICKNESS OF
MORTAR IN BACK OF THE UNITS SHALL BE NOT LESS THAN 1/2" THICK OR MORE THAN 1 1/4" THICK
3.
5
"
M
I
N
.
GYP. BD.
WEEP SCREED UNDER PAPER; EXTEND
A MINIMUM OF 3.5" BELOW PLATE.
adhered stone veneer
8"
M
I
N
.
FINISH HARDSCAPE
4"
M
I
N
.
2"
M
I
N
ROOF DECK
roof deck membrane NONE
DEX-O-TEX DECK COVERING
WATERPROOF MEMBRANE
EXTEND UP WALL 6" (TYP.)
DEX-O-TEX DECK COVERING
SLIP SHEET
DEX-O-TEX DECK COVERING
TRAFFIC TOPPING
DEX-O-TEX WEATHERWEAR
DECK COVERING. WITH CLASS
A FLAME SPREAD RATING.
CONCRETE STEM WALL
stucco screed
2"
M
I
N
.
3"
M
I
N
.
8"
M
I
N
.
FINISH GRADE
FLATWORK WHERE OCCURS
26 GA. METAL WEEP SCREED
2x P.T. SILL PLATE
2 LAYERS GRADE "D" BUILDING PAPER
78" THICK STUCCO
5/8" GYP BD.
PLYWOOD
3"=1'-0"
CONCRETE AND EXPANSION JOINT
WHERE OCCURS
FINISH FLOOR
FLOOR FRAMING PER STRUCTURAL
DRAWINGS
FINISH HARDSCAPE
NOTE: IF PROPOSED GRADE OR
PROPOSED FINISH SURFACE IS HIGHER
THAN SHOWN; PROVIDE S.S FLASHING AT
FACE OF FOOTING AND WALL TO
MAINTAIN NOTED MINIMUM CLEARANCES.
1 1/2"=1'-0"handrail
34
"
AT
T
R
E
A
D
N
O
S
I
N
G
3/8" LAG SCREWS
DECORATIVE WROUGHT IRON
HANDRAIL/GUARDRAIL. LIMIT
SPACING BETWEEN MEMBERS TO
NOT ALLOW A 4" SPHERE TO PASS.
1 1/2"
NEW DECK STAIR
NEW 2X STRINGERS PER STRUCT DWGS.
42
"
AT
G
U
A
R
D
R
A
I
L
C
O
N
D
I
T
I
O
N
BOTTOM RAIL TO NOT ALLOW A 6"
SPHERE TO PASS BETWEEN RAIL
AND STAIR TREAD.
5/8" TYPE 'X' GYPSUM BOARD; PAINT
NEW WOOD TREAD
CONT. METAL HANDRAIL AS SELECTED
1 1/2"=1'-0"stair landing
1-1/8" PLYWOOD TREADS AND RISERS.
SCREWED AND GLUED.
2x14 STRINGERS
@ 16"O.C. MAX.(2) 2X4 P.T.D.F. PLATES
CONCRETE SLAB OR FLOOR FRAMING
34
"
M
I
N
.
HANDRAIL/GUARDRAIL SYSTEM AS
SELECTED. LIMIT SPACING
BETWEEN MEMBERS TO NOT ALLOW
A 4" SPHERE TO PASS.
BOTTOM RAIL TO NOT ALLOW A 6"
SPHERE TO PASS BETWEEN RAIL
AND STAIR TREAD.
4"
6"
6
3
/
8
"
±
MA
X
.
7
-
3
/
4
"
11"
10"MIN
.75"-1.25"
1 1/2"=1'-0"interior guardrail
34
"
AT
T
R
E
A
D
N
O
S
I
N
G
3/8" LAG SCREWS
DECORATIVE WROUGHT IRON
HANDRAIL/GUARDRAIL. LIMIT
SPACING BETWEEN MEMBERS TO
NOT ALLOW A 4" SPHERE TO PASS.
1 1/2"
BEAM PER STRUCT DWGS.
42
"
AT
G
U
A
R
D
R
A
I
L
C
O
N
D
I
T
I
O
N
BOTTOM RAIL TO NOT ALLOW A 6"
SPHERE TO PASS BETWEEN RAIL
AND STAIR TREAD.
5/8" TYPE 'X' GYPSUM BOARD; PAINT
NEW WOOD TREAD
CONT. METAL HANDRAIL AS SELECTED
L-ANGLE AT EACH POST PER
STRUCTURAL
3"=1'-0"garage door sill
GARAGE DOOR PER SCHEDULE
SLOPE
TRACKS BEYOND
1/4" LEVEL CHANGE FROM INTERIOR
CONCRETE FLOOR TO DRIVEWAY
COLORED SEALANT WITH BACKER ROD AND
FIBER EXPANSION JOINT
CONCRETE SLAB;
SEE STRUCTURAL DRAWINGS
3"=1'-0"garage door jamb
REFER TO OPENING
FOR TYP. FLASHING
REQ'MTS
FLASHING DETAIL
2X TRIM
PLYWOOD SHEATHING
2X4 STUD WALL
2X BACKING
GYP BOARD WHERE CCCURS
GARAGE DOOR PER SCHEDULE
GARAGE DOOR HARDWARE PER
SCHEDULE
ADHERED BRICK VENEER; WT. =
15 P.S.F., 1 12" MAX THICKNESS
TYPE S MORTAR BED (MIN. 1/2"; MAX.
1 1/4") OVER CORROSION RESISTANT
METAL LATH
VAPOR BARRIER
PLYWOOD SHEATHING
HEADER PER STRUCTURAL
GARAGE DOOR PER SCHEDULE
REFER TO OPENING
FOR TYP. FLASHING
REQ'MTS
CLAD CONDITION
SHOWN; REFER TO
SPEC'S FOR FRAME TYPE
SCHEDULE SHEET AND
2X TRIM
2X BACKING
GYP.BD. WHERE OCCURS - SEE
FINISH SCHEDULE FOR WALL
FINISH
BATT INSULATION WHERE
NOTED ON PLAN
3"=1'-0"garage door head
ADHERED BRICK VENEER; WT. =
15 P.S.F., 1 12" MAX THICKNESS
TYPE S MORTAR BED (MIN. 1/2"; MAX.
1 1/4") OVER CORROSION RESISTANT
METAL LATH
1317
18 2
3
4
6
5
8
9
10
11
1620
19 715
14
12deck to wall
GALV. METAL FLASHING
3/4" EXT. PLYWOOD
3"=1'-0"
WOOD SIDING O/ 2 LAYERS GRADE "D"
BLDG. PAPER, LAP OVER FLASHING
PLASTER O/ PLYWOOD WHERE OCCURS
AT EXTERIOR CONDITION
FLOOR FRAMING PER STRUCTURAL
WOOD MOULDING
DECK JOISTS PER FRAMING PLAN
1-1/8" SCREWED AND GLUED PLYWOOD
SUB FLOOR
DEX-O-TEX WEATHERWEAR WATERPROOF
MEMBRANE, EXTEND UP WALL 6" TYP.;
CLASS A FIRE RATING; ICC ESR-1757
DEX-O-TEX SLIP SHEET
roof drain @ roof deck NONE
CERAMIC TILE BASE
ROOF DECK ASSEMBLY - TURN MEMBRANE
AND LINER UP 6" ABOVE FINISH SURFACE
SEALANT
FLUSH MOUNTED FLOOR DRAIN
2" ABOVE DECK FOR
OVERFLOW CONDITION
SLOPE 2%
THROUGH WALL SCUPPER
2"
DEX-O-TEX WEATHERWEAR WATERPROOF
MEMBRANE, EXTEND UP WALL 6" TYP.;
CLASS A FIRE RATING; ICC ESR-1757
DEX-O-TEX SLIP SHEET
deck guardrail 1"=1'-0"
FINISH FLOOR AS SELECTED BY OWNER
CONTINUOUS METAL HANDRAIL PER GLASS
RAILING MANUFACTURER. TOP OF RAIL AT
MINIMUM 42" ABOVE ADJACENT FINISH FLOOR.
BEAM PER STRUCTURAL DRAWINGS
12" TEMPERED GLASS RAILING BUTT JOINTED
AT EDGES
2" TOPPING SLAB
PLYWOOD
ALUMINUM SHOE
42
"
A
B
O
V
E
WA
L
K
I
N
G
S
U
R
F
A
C
E
2X4 WOOD TRIM
DRIP KERF
ADHERED STONE VENEER O/LATH & BLDG
PAPER
4X8 FASCIA
CONNECTION PER STRUCTURAL DWGS.
METAL ANGLE PER STRUCTURAL DWGS
1 1/2"=1'-0"stair at floor
6
3
/
8
"
±
MA
X
.
7
-
3
/
4
"
METAL HANGER AT EACH STRINGER
1-1/8" PLYWOOD TREADS AND RISERS.
SCREWED AND GLUED.
2x14 STRINGERS
@ 16"O.C. MAX.
11"
10"MIN
2X12 FRAMING
.75"-1.25"
5/8" TYPE 'X' GYP. BD.
5/8" TYPE 'X' GYP.BD. WHERE OCCURS
1-1/8" PLYWOOD TREADS AND RISERS
2x14 STRINGERS AT 16" O.C. MAX.
WALL FRAMING PER PLAN
1 12"=1'-0"
STONE OR TILE O/ REINFORCED MORTAR BED
O/ SLIP SHEET
stringer at wall
deck guardrail 1"=1'-0"
FINISH FLOOR AS SELECTED BY OWNER
CONNECTION PER STRUCTURAL DWGS
CONTINUOUS METAL HANDRAIL PER GLASS
RAILING MANUFACTURER. TOP OF RAIL AT
MINIMUM 42" ABOVE ADJACENT FINISH FLOOR.
BEAM PER STRUCTURAL DRAWINGS
12" TEMPERED GLASS RAILING BUTT JOINTED
AT EDGES
2" TOPPING SLAB
PLYWOOD
ALUMINUM SHOE
42
"
A
B
O
V
E
WA
L
K
I
N
G
S
U
R
F
A
C
E
1 1/2"
METAL ANGLE PER STRUCTURAL DWGS
4X12 WOOD TRIM
DRIP KERF
ADHERED STONE VENEER
TYPE S MORTAR BED (MIN. 1/2"; MAX. 1 1/4")
OVER CORROSION RESISTANT METAL LATH
1juliet balcony guardrail 1"=1'-0"
FINISH FLOOR AS SELECTED BY OWNER
CONNECTION PER STRUCTURAL DWGS.
CONTINUOUS METAL HANDRAIL PER GLASS
RAILING MANUFACTURER. TOP OF RAIL AT
MINIMUM 42" ABOVE ADJACENT FINISH FLOOR.
BEAM PER STRUCTURAL DRAWINGS
1
2" TEMPERED GLASS RAILING BUTT JOINTED
AT EDGES
2" TOPPING SLAB
ALUMINUM SHOE
42
"
A
B
O
V
E
WA
L
K
I
N
G
S
U
R
F
A
C
E
METAL ANGLE PER STRUCTURAL DWGS
2X12 WOOD TRIM
DRIP KERF
PANEL SIDING OVER BUILDING PAPER
deck guardrail 1"=1'-0"
FINISH FLOOR AS SELECTED BY OWNER
CONNECTION PER STRUCTURAL DWGS
CONTINUOUS METAL HANDRAIL PER GLASS
RAILING MANUFACTURER. TOP OF RAIL AT
MINIMUM 42" ABOVE ADJACENT FINISH FLOOR.
BEAM PER STRUCTURAL DRAWINGS
12" TEMPERED GLASS RAILING BUTT JOINTED
AT EDGES
2" TOPPING SLAB
PLYWOOD
ALUMINUM SHOE
42
"
A
B
O
V
E
WA
L
K
I
N
G
S
U
R
F
A
C
E
STEEL ANGLE PER STRUCTURAL DWGS
2X4 WOOD TRIM
DRIP KERF
EXTERIOR CEMENT PLASTER O/ LATH &
BUILDING PAPER
1 1/2"=1'-0"roof deck railing
GALVANIZED IRON FLASHING - PAINT TO
MATCH ROOF TILE
ROOF FRAMING PER STRUCTURAL
BATT INSULATION. R-13 IN 2X4 WALLS
AND R-19 IN 2X6 WALLS
COUNTER FLASHING - PAINT TO MATCH
ROOF TILE
ASPHALT SHINGLES OVER (2) LAYERS OF
15 LB ASPHALT SATURATED FELT OVER
PLYWOOD SHEATING
DECK SURFACE
WOOD SIDING FASCIA
1x WALL CAP
STEEL ANGLE PER STRUCTURAL DWGS
CONNECTION PER STRUCTURAL DWGS.
1/2" CLEAR TEMPERED GLASS SET IN EXPANDOTITE CEMENT; 1/4" GAP
BETWEEN PIECES; METAL TOP RAIL TO SUPPORT A MINIMUM OF 3
PIECES. TOP OF RAIL AT MINIMUM 42" ABOVE ADJACENT FINISH FLOOR.
CRL ALUMINUM BASE SHOE; MINIMUM 4"X2 12"
ALUMINUM RAIL CAP
42
"
H
E
I
G
H
T
T
O
TO
P
O
F
G
U
A
R
D
R
A
I
L
1'-
8
"
PRECISE GRADING PLAN
FOR
SINGLE FAMILY RESIDENCE
413 VIA LIDO SOUD NEWPORT BEACH, CA 92663
1.ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL
REQUIREMENTS OF THE PERMIT.
2.DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE.
3.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD.
4.WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS
AND HOLIDAYS PER SECTION 10-28 OF THE NBMC.
5.NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC.
6.THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.
7.PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES.
8.APPROVED SHORING, DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE
GRADING OPERATION.
9.CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING
OFFICIAL.
10.HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL
CONFORM WITH CHAPTER 15 OF THE NBMC.
11.POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS.
12.FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL
RESULT IN A "STOP WORK" ORDER.
13.ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC SCHEDULE 40 OR SDR 35 OR ADS 3000 WITH GLUED JOINTS.
14.NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM
DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE.
1.CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTOR WILL BE
REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THE
PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN
PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
2.IF THIS PROJECT IS STAKED BY SURVEY CREWS OTHER THAN THOSE CREWS UNDER THE DIRECT SUPERVISION OF THE SIGNATORY ENGINEER, THE
SIGNATORY ENGINEER WILL NO LONGER BE THE ENGINEER OF RECORD AND WILL HAVE NO RESPONSIBILITY AS TO THE FINAL CONSTRUCTED
PROJECT. THE SIGNATORY ENGINEER WILL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS THAT COULD HAVE BEEN CORRECTED DURING THE
CONSTRUCTION OF THIS PROJECT, IF THE STAKING HAD BEEN DONE BY THE SURVEY CREW UNDER HIS DIRECT SUPERVISION.
3.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT
THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF,
AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
SHEET INDEX
TITLE SHEET C-1
PRECISE GRADING & DRAINAGE PLAN C-2
SECTIONS & DETAILS C-3
EROSION CONTROL PLAN C-4
SOIL REPORT RECOMMENDATIONS C-5
OWNER
SHARONA COHEN & EDWIN HARONIAN
413 VIA LIDO SOUD
NEWPORT BEACH, CA 92663
ARCHITECT
DAVID R. OLSON ARCHITECTS, INC.
470 WALD
IRVINE, CA 92618
PHONE: (949) 450-0093
FAX: (949) 450-0093
LANDSCAPE ARCHITECT
DAVID A. PEDERSEN, INC
3400 IRVINE AVENUE, SUITE 203
NEWPORT BEACH, CA 92660
PHONE:(949)251-8999
SOIL ENGINEER
COASTGEOTECHNICAL, INC
1200 W. COMMONWEALTH AVENUE
FULLERTON, CA 92833
PHONE:(714)870-1222
CIVIL ENGINEER
CORE CIVIL ENGINEERING, INC.
23172 PLAZA POINTE DRIVE, SUITE #145
LAGUNA HILLS, CA 92653
PHONE: (949)954-7244
SURVEYOR
APEX LAND SURVEYING, INC.
HUNTINGTON BEACH, CA 92646
PHONE: (714) 488-5006
LEGAL DESCRIPTION
REAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH, COUNTY OF
ORANGE, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS:
LOT 473 IN TRACT NO. 907, IN THE CITY OF NEWPORT BEACH, COUNTY OF
ORANGE, STATE OF CALIFORNIA AS PER MAP RECORDED IN BOOK 28, PAGES
25-36, OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER
OF SAID COUNTY.
BASIS OF BEARING
THE BASIS OF BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERLINE OF VIA LIDO SOUD HAVING A BEARING OF
N72°31'00"W PER TRACT NO. 907, M.M. 28/25-36.
BENCH MARK
BENCHMARK NO: NB3-12-70
DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS
ALUMINUM BENCHMARK DISK STAMPED "NB3-12-70",
SET IN THE NORTHWEST CORNER OF A 4 FT. BY
4.5 FT. CONCRETE CATCH BASIN. MONUMENT IS
LOCATED IN THE SOUTHEAST CORNER OF THE
INTERSECTION OF VIA LIDO SOUD AND PIAZZA
GENOA, 19.3 FT. NORTHEAST OF THE CENTERLINE
OF VIA LIDO SOUD AND 4 FT. EASTERLY OF THE
SOUTHEAST BEGINNING OF CURB RETURN.
MONUMENT IS SET LEVEL WITH THE SIDEWALK.
ELEVATION: 11.852 FEET (NAVD88), YEAR LEVELED 2015
EARTH WORK QUANTITY
CUT 65 C.Y.
FILL 6 C.Y.
EXPORT 59 C.Y.
LOT SIZE:3602 SQ-FT
TOTAL IMPERVIOUS AREA:3480 SQ-FT
NOTE:
QUANTITIES SHOWN HERE ON ARE FOR PERMIT AND/OR BONDING PURPOSE ONLY.
SECTION 4216 / 4217 OF THE GOVERNMENT CODE
REQUIRES A DIGALERT IDENTIFICATION NUMBER BE
ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE
VALID. FOR YOU DIGALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT TOLL FREE
1-800-422-4133 TOW WORKING DAY BEFORE YOU DIG.
1.AN AS-BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS GRADED
GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUBSURFACE DRAINAGE
FACILITIES. HE/SHE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING
PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION.
2.A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS. SUMMARIES
OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND
THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN
APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE JOB
SPECIFICATIONS.
3.A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF THE
SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS
INCORPORATED IN THE APPROVED GRADING PLAN. HE/SHE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE
INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS.
VICINITY MAP
NOT TO SCALE
GENERAL NOTES
EROSION CONTROL
REQUIRED INSPECTIONS
GRADING FILLS/CUTS
1.GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.
2.FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE.
3.ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST
METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN
VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS.
4.AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO
PLACING OF THE FILL.
5.FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL.
6.ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED.
7.ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS
ENGINEER.
8.THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECT
EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF,
SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN
EACH RESPECTIVE CANYON.
9.THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE.
10.ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE
SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TO
FACILITATE TESTING.
11.THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDING DEPARTMENT.
12.LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC.
13.ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY
STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE
ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE BUILDING DEPARTMENT FOR APPROVAL.
14.WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND
SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE BUILDING DEPARTMENT
PRIOR TO CONSTRUCTION.
15.THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO
THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION.
16.WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY
FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS
ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED.
17.THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING.
18.NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE
ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED
GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK
AND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDING
DEPARTMENT FOR APPROVAL.
1.TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15.
2.EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15.
3.BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE
FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE
WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT.
4.TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT.
1.A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER,
GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY BUILDING INSPECTOR OR THEIR REPRESENTATIVES.
REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING.
2.A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FOR THE PAVING WITH THE
FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTORS, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY BUILDING INSPECTOR OR
THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING.
DOCUMENTATION
NOTE
ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE
COVENANTS, CONDITIONS, AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT
YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT.
PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY, AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORK
DEPARTMENT.
NOTICE TO CONTRACTOR
NOTE TO SURVEYOR
ADDITIONAL NOTE
PUBLIC WORKS NOTE
SURVEYOR TO FILE A CORNER RECORD OR RECORD OF SURVEY WITH THE OFFICE OF COUNTY SURVEYOR. EVIDENCE OF FILING SHALL BE SUBMITTED
TO BUILDING INSPECTOR PRIOR TO FOUNDATION INSPECTION.
SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSET BEFORE STARTING GRADING.
1.LICENSED SURVEYOR TO PROVIDE MONITORING OF SHORING AND IMPROVEMENTS ON THE ADJACENT PROPERTIES AND SUBMIT RESULTS WITH A
REPORT TO THE SHORING DESIGN ENGINEER AND TO THE BUILDING INSPECTOR ON A DAILY BASIS DURING EXCAVATION AND SHORING AND
WEEKLY BASIS THEREAFTER. WHERE DEWATERING IS REQUIRED, MONITORING SHALL CONTINUE UNTIL DEWATERING IS STOPPED.
2.IN LIEU OF SPECIAL INSPECTION BY DEPUTY BUILDING INSPECTOR, GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS INSPECTIONS DURING
SHORING AND EXCAVATION OPERATIONS AND DURING REMOVAL OF SHORING.
3.CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNER BY CERTIFIED MAIL 10 DAYS PRIOR TO STARTING THE SHORING OR EXCAVATION
WORK.
1.AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY.
2.A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING PERMIT FINAL CAN BE ISSUED. AT THE
TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW
CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLE/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES
INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH
BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030).
SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORK INSPECTOR.
3.AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. ALL NON-STANDARD
IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6.
4.ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER
CONTRACTOR OR AN "A" LICENSED GENERAL ENGINEERING CONTRACTOR.
5.ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN "A"
LICENSED GENERAL ENGINEERING CONTRACTOR.
..\..\..\@BORDER&TIILE SHEET\CITY OF NEWPORT BEACH\Digalert_811.jpg
APN: 423-172-08
SHEET NO.:
APPROVED BYDATENO.REVISIONS
PROJECT NO.:
OWNER/SUBDIVIDER:
SINGLE FAMILY RESIDENCE
23018
PLANS PREPARED BY:
SHARONA COHEN & EDWIN HARONIAN
413 VIA LIDO SOUD,
NEWPORT BEACH, CA 92663 413 VIA LIDO SOUD,
NEWPORT BEACH, CA 92663
PROJECT ADDRESS
C-1
TITLE SHEET
LOT 473
TRACT NO. 907
M.M. 28/25-36
LOT A
VI
A
L
I
D
O
S
O
U
D
℄
LOT 472
LOT A
SD SD SD SD SD SD SD
2%2%
2%
SD SD SD SD SD SD SD
SD
SD
SD
SD
2%
SUB SUB SUB SUB SUB SUB SUB
2%
SD
SD
SUB SUB SUB SUB SUB SUB SUB SD SD SD SD SD SD SD SD
GF
F
=
1
1
.
7
6
'
GF
F
=
1
1
.
6
7
'
GF
F
=
1
1
.
6
7
'
GF
F
=
1
1
.
7
6
'
PROPOSED BUILDING
FF= 12.09'
PAD=11.42'
PROPOSED BUILDING
FF= 10.59'
PAD=9.92'
11.45 TG
10.70 INV
11.65 TG
10.50 INV
11.45 TG
10.30 INV
11.25 TG
10.10 INV
12.09 TC
11.67 FS
12.09 TC
11.67 FS
12.09 TC
11.67 FS
12.09 TC
11.47 FG
11.65 FS
11.20 FS
10.54 FS
10.54 FS
11.35 TG
10.60 INV
S=0.01
11.55 TG
10.40 INV
10.29 TG
9.54 INV
10.49 TG
9.34 INV
10.37 FS
2%11.45 FS10.39 FS
2%
10.54 FS
8.98 FS
S=0.01 S=0.01 S=0.01
S=0.01S=0.01S=0.01
1
1111
1
1
8.95 TG
8.20 INV
9.95 FS
9.28 FG
PROPOSED
BUILDING
FF= 12.09'
PAD=11.42'
12.09 FS10.59 FS
11 2 3
22
2
EXISTING STREET LIGHT
TO BE PROTECTED IN PLACE
EXISTING EXISTING STREET LIGHT
PULL BOX TO BE PROTECTED IN PLACE
EXISTING WATER METER
TO BE PROTECTED IN PLACE
SETBACK LINE
SETBACK LINE
3'
SI
D
E
S
E
T
B
A
C
K
4'
FRONT SETBACK
3'
SI
D
E
S
E
T
B
A
C
K
⅊ N17°29'00" E 90.00'
⅊ N
7
2
°
3
1
'
0
0
"
W
4
0
.
0
2
'
⅊ N
7
2
°
3
1
'
0
0
"
W
4
0
.
0
2
'
⅊ N17°29'00" E 90.00'
11.59 FS
2%
SUBSUBSUBSUBSUBSUBSUBSDSDSDSDSDSDSDSD
11.55 TG
10.80 INV1
S=0.0123
2%
2%
2%
10.54 FS
0.45%
0.25%
12.09 TC
11.72 FS
22.5'
7.5'
2.5'20'
11.22 FG
S=0.01
EXISTING EXISTING STREET LIGHT
PULL BOX TO BE PROTECTED IN PLACE
EXISTING STREET LIGHT
TO BE PROTECTED IN PLACE
2%
(11.62) FG
2%
2%
5%
11.56 FS2%
5%
4
2%
5%
5%
1%1%1%S=0.01 1%
2%
5%
1%
10.44 TG
8.44 INV5
S=0
.
1
5
4
2%
11.60 TG
10.85 INV1
1%3 41%1%1%1%S=0.01
2%
10.48 TG
8.17 INV5 S=
0
.
0
1
2%
(9.00) FS
4.7%
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SUB SUB SUB SUB SUB SUB SUB
34
6 7
6
6
6
7
7
7
PROPOSED GARAGE 7
PROPOSED GARAGE 7
8
8
8
8
8
8
8
9
1011
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
SPOT ELEVATION
PROPOSED CONCRETE AREA
PROPOSED RETAINING WALL
PROPOSED LANDSCAPE AREA
PROPOSED PLANTER
VIEW TERRACE (STONE PAVERS)
PROPOSED DECOMPOSED GRANITE (DG)
PROPOSED STORM DRAIN
PROPOSED SUB DRAIN
FLOW LINE
PROPERTY LINE
SURFACE SLOPE
STORM DRAIN SLOPE
PAD PROPOSED PAD ELEVATION
FS PROPOSED FINISHED SURFACE
FG PROPOSED FINISHED GROUND
FF PROPOSED FINISHED FLOOR
INV INVERT OF PIPE
TG TOP OF GRATE
PL PROPERTY LINE
TW TOP OF WALL
HP HIGH POINT
EXIST EXISTING
100
100
100FS
SD
X.X%
S=X.X
SUB
CONSTRUCTION KEY NOTE
INSTALL 6" DIA. DRAIN NDS 40 W/RISER AND ADAPTOR OR EQUAL.
INSTALL 4" DIA. PVC SCHEDULE 40 OR SDR 35 PIPE DRAIN SYSTEM.
CONSTRUCT 12" WIDE BY 18" DEEP TRENCH DRAIN 15' IN LENGTH.
4" PERFORATED PIPE WITHIN TRENCH DRAIN.
CONSTRUCT 24" WIDE BY 18" DEEP BOTTOMLESS TRENCH DRAIN 27' IN LENGTH.
EXISTING BUILDING TO BE REMOVED.
CONSTRUCT NEW BUILDING PER ARCHITECTURAL PLAN.
EXISTING WALL TO BE REMOVED.
CONSTRUCT 5' WOOD FENCE, PAINT WHITE.
PROPOSED 2 FT. STUCCO WALL WITH 4 FT. OBSCURED GLASS ON TOP, FOOTING ALL ON PROJECT SITE.
PROPOSED 2 FT. STUCCO WALL, FOOTING ALL ON PROJECT SIDE.
1
2
3
4
5
6
7
8
9
10
11
SHEET NO.:
APPROVED BYDATENO.REVISIONS
PROJECT NO.:
OWNER/SUBDIVIDER:
SINGLE FAMILY RESIDENCE
23018
PLANS PREPARED BY:
SHARONA COHEN & EDWIN HARONIAN
413 VIA LIDO SOUD,
NEWPORT BEACH, CA 92663 413 VIA LIDO SOUD,
NEWPORT BEACH, CA 92663
PROJECT ADDRESS
C-2
PRECISE GRADING PLAN
SCALE 1"= 5'
SCALE 1" = 5'
201005101520
PRECISE GRADING AND DRAINAGE PLAN
- FOUND 1" IRON PIPE WITH TAG STAMPED 'LS2312'
- FOUND SCRIBE X
MONUMENT NOTES
TOP OF GRATE
ELEV. PER PLAN SEE NOTES FOR GRATE TYPE
FINISH GRADE
ADAPTOR
4" PVC RISER (IF NEEDED)
90° PVC ELL.
4" PVC SDR 35 DRAIN PIPE (TYP.)
0.
7
'
M
I
N
.
INV. PER PLAN
1% MIN.
4" MIN PVC MAIN W/ TEE OR WYE
NOTE:
1.ALL FITTINGS BY: NDS, INC. (OR EQUAL) PHONE:
1-800-726-1994
2.REFER TO GRADING PLAN FOR FINISH GRADING.
3.DO NOT GLUE GRATE OR RISER TO PIPE.
4.GLUE "I.P.S. WELD ON" #773 SOLVENT (MEDIUM
BODIED FAST SET) FOR PIPE THRU 6" Ø.
5.ALL PIPES TO BE 4" Ø PVC SDR 35 OR SCHEDULE 40.
1% MIN.
INV. ELEV. PER PLAN
4" PVC
NDS 643 COUPLING
OR
TOP OF GRATE
ELEV. PER PLAN
0.
8
5
'
MI
N
.
*USE 6" NDS 66 EXTENSIONS WHERE
NEEDED
NDS SPEED-D-BASIN NDS 101
SINGLE OR NDS 201 DOUBLE
OUTLET CATCH BASIN.
SEE NOTES FOR GRATE TYPE
FINISH GRADE
INLET DRAIN
DETAIL
NOT TO SCALE
5
10
15
5
10
15
⅊⅊
EXIST BUILDING FF= 12.09'
PAD=11.42'
2%
FF= 10.59'
PAD=9.92'
2%
℄
NEWPORT BAY
℄
VIA LIDO SOUD
2%
EOVER-EXCAVATION
1'1'
1'
⅊⅊
5
10
15
5
10
15 FF= 12.09'
PAD=11.42'
2%2%2%
EXISTING SURFACE
EXISTING BUILDING
FF= 10.59'
PAD=9.92'2%
8
10
OVER-EXCAVATION
1'
1'
3
4" Ø
CRUSHED
ROCK
4" Ø MIN. FRENCH
DRAIN PERFORATION
@ BOTTOM
FILTER CLOTH LAP
12" @ TOP12"
18
"
4"
C
O
N
C
R
E
T
E
6"
T
O
P
S
O
I
L
PERFORATED DRAIN TRENCH
DETAIL
NOT TO SCALE
Z
Z
NOTE:
a.DIG A 24" WIDE X 18" MIN. DEPTH TRENCH
b.PLACE FILTER CLOTH IN THE TRENCH LAP 12" @ TOP
c.FILL BOTTOM OF THE TREHCH W/ 3/4" CRUSHED ROCK
d.FORM AND POUR PERIMETER CONC. CURB
e.FILL THE REST OF THE TRENCH WITH CRUSHED ROCK TO 4" FROM TOP OF TRENCH
24"
18
"
M
I
N
.
10
"
6"
GRATE
FILL THIS PORTION WITH CRUSHED
ROCK AFTER POURING GRATE
SUPPORT CURB
#4 REBAR T&B
6" MIN. WIDE PEDESTRIAN SAFE
FRAME & GRATE 3
8" SLOT
OPENING. EASE JORDAN IRON
WORKS OR EQUAL
800-784-4100
DIMENSIONS DETERMINED BY
GRATE FRAME DIMENSIONS.
USE FRAME AS A FORM
3
4" CRUSHED ROCK
SECTION Z-Z
PLAN
BOTTOMLESS TRENCH DRAIN
DETAIL
NOT TO SCALE
SHEET NO.:
APPROVED BYDATENO.REVISIONS
PROJECT NO.:
OWNER/SUBDIVIDER:
SINGLE FAMILY RESIDENCE
23018
PLANS PREPARED BY:
SHARONA COHEN & EDWIN HARONIAN
413 VIA LIDO SOUD,
NEWPORT BEACH, CA 92663 413 VIA LIDO SOUD,
NEWPORT BEACH, CA 92663
PROJECT ADDRESS
C-3
SECTION A-A
SCALE 1"= 5'
SECTION B-B
SCALE 1"= 5'
SECTION AND DETAILS
1
3
5
SECTION A-A
A A
GRAVEL BAGS (TYP.) MIN. 5"
THICK4"
TYP.
2 BAGS MIN
GRAVEL BAGS
GRAVEL BAG FOR INLETS
DETAIL
NOT TO SCALE
FIBER
ROLLS
INSTALL A FIBER ROLL NEAR SLOPE
WHERE IT TRANSITIONS INTO A STEEPER
SLOPE
NOTE:
INSTALL FIBER ROLL ALONG A LEVEL
CONTOUR.
VE
R
T
I
C
A
L
S
P
A
C
I
N
G
M
E
A
S
U
R
E
D
A
L
O
N
G
T
H
E
F
A
C
E
O
F
T
H
E
S
L
O
P
E
V
A
R
I
E
S
B
E
T
W
E
E
N
1
0
'
A
N
D
2
0
'
FIBER ROLL 8"
MINSLOPE VARI
E
S
3
4" X 3
4" WOOD STAKES
MAX 4' SPACING12
"
M
I
N
2"
M
I
N
4"
M
A
X
FIBER ROLLS
DETAIL
NOT TO SCALE
4' MA
X
4' MA
X
4' MA
X
4' MA
X
STABILIZED CONSTRUCTION ENTRANCE
DETAIL
NOT TO SCALE
HARD
S
U
R
F
A
C
E
PUBLI
C
R
O
A
D
30'
M
I
N
6"
MI
N
12' MI
N
FILTER FABRIC
6" THICK 3
4" AGGREGATE BASE
INSTALL TWO TRACK OUT
PLATES
R20"
EROSION CONTROL BMPS
EC-1 SCHEDULING SCHEDULE PREPARED BY CONTRACTOR SHALL BE ON-SITE DURING CONSTRUCTION.
TEMPORARY SEDIMENT CONTROL
SE-5 FIBER ROLLS INSTALL WHERE SHOWN ON PLAN.
SE-7 STREET SWEEPING AND VACUUMING STREET SHALL BE SWEEPED, SEDIMENT COLLECTED, AND DISPOSED OF OFF-SITE ON A DAILY BASIS.
SE-10 STORM WATER INLET PROTECTION ONCE INLET RISERS ARE CONSTRUCTED, SURROUND RISERS WITH GRAVEL BAGS OR CAP THE RISER TO
REDUCE SEDIMENT INTRODUCTION TO THE AREA DRAIN SYSTEM.
WIND EROSION CONTROL BMPS
WE-1 WIND EROSION CONTROL WATER OR COVER MATERIAL SHALL BE USED TO ALLEVIATE DUST NUISANCE ON THE ROUGH GRADED PADS
AND ANY STOCKPILE AREAS.
TRACKING CONTROL
TC-1 STABILIZED CONSTRUCTION EXIT RUMBLE RACK SHALL BE PLACED ON THE DRIVEWAY TO ENSURE THAT ALL VEHICLES LEAVING THE SITE PASS
OVER THE DEVICES BEFORE ENTERING THE PUBLIC STREET.
NON-STORMWATER MANAGEMENT
NS-6 ILLICIT CONNECTION / ILLEGAL DISCHARGE CONTRACTOR SHALL REPORT ILLICIT CONNECTIONS OR ILLEGALLY DUMPED MATERIALS ON SITE TO THE
RESIDENT ENGINEER IMMEDIATELY AND CONTRACTOR SHALL TAKE NO FURTHER ACTION UNTIL THE
RESIDENT ENGINEER PROVIDE A RESPONSE/
NS-7 POTABLE WATER / IRRIGATION EXCISE CARE DURING CONSTRUCTION TO PREVENT NON-STORMWATER DISCHARGES.
NS-8 VEHICLE AND EQUIPMENT CLEANING
NS-9 VEHICLE AND EQUIPMENT FUELING
NS-3 PAVING AND GRADING OPERATIONS APPLY PARAMETER CONTROLS AND VACUUMING TO PREVENT NON-STORMWATER DISCHARGE.
NS-10 VEHICLE AND EQUIPMENT MAINTENANCE ALL VEHICLES AND EQUIPMENT WILL BE MAINTAINED OFF-SITE.
NS-12 CONCRETE CURING APPLIES TO ALL CONCRETE CONSTRUCTION.
NS-13 CONCRETE FINISHING APPLIES TO ALL CONCRETE CONSTRUCTION.
ALL VEHICLES AND EQUIPMENT WILL BE FUELED OFF-SITE.
ALL VEHICLES AND EQUIPMENT WILL BE CLEANED OFF-SITE.
NS-1 WATER CONSERVATION PRACTICES MAINTAIN WATER EQUIPMENT TO PREVENT NON-STORMWATER DISCHARGES.
WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL
WM-3 STOCKPILE MANAGEMENT MATERIALS STOCKPILES SHALL BE SURROUNDED BY A TEMPORARY SEDIMENT BARRIER AND COVERED TO
MAINTAIN DUST CONTROL.
WM-4 SPILL PREVENTION AND CONTROL AMPLE CLEAN-UP SUPPLIES FOR STORED MATERIALS SHALL BE KEPT ON-SITE. EMPLOYEE SHALL BE
EDUCATED ON THE CLASSIFICATION OF SPILLS AND APPROPRIATE RESPONSES.
WM-5 SOLID WASTE MANAGEMENT
WM-8 CONCRETE WASTE MANAGEMENT
WM-2
MATERIAL DELIVERY AND STORAGE
MATERIALS FOR CONSTRUCTION SHALL BE USED IN ACCORDANCE WITH PRODUCT DIRECTION.
WM-9 SANITARY / SEPTIC WASTE MANAGEMENT ON-SITE FACILITY SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE
PROJECT.
AN ON-SITE CONCRETE WASHOUT AREA SHALL BE CONSTRUCTED, USED, AND DISPOSED OF IN A MANNER
WHICH MEETS THE REQUIREMENT OF THE CITY.
SOLID WASTE FROM CONSTRUCTION ACTIVITIES SHALL BE STORED IN APPROPRIATE CONTAINERS. FULL
CONTAINERS SHALL BE DISPOSED OF PROPERLY.
WM-1
MATERIAL USE
MATERIALS SHALL BE STORED ON-SITE IN ORIGINAL MARKED CONTAINERS AND COVERED FROM RAIN AND
WIND. MATERIAL INVENTORY SHALL CONSIST OF SUPPLY REQUIRED FOR A FEW DAYS.
LOT 473
TRACT NO. 907
M.M. 28/25-36
LOT A
VI
A
L
I
D
O
S
O
U
D
℄
LOT 472
LOT A
SD SD SD SD SD SD SDSDSDSDSDSDSDSD
SD
SD
SD
SD
SUB SUB SUB SUB SUB SUB SUB
SD
SD
SUB SUB SUB SUB SUB SUB SUB SD SD SD SD SD SD SD SD
SE-10 SE-10
SE-10
SE-10
SE-10
SE-10
SE-10SE-10
SE-10
EXISTING STREET LIGHT
TO BE PROTECTED IN PLACE
EXISTING EXISTING STREET LIGHT
PULL BOX TO BE PROTECTED IN PLACE
EXISTING WATER METER
TO BE PROTECTED IN PLACE
SETBACK LINE
SETBACK LINE
3'
SI
D
E
S
E
T
B
A
C
K
4'
FRONT SETBACK
3'
SI
D
E
S
E
T
B
A
C
K
⅊ N17°29'00" E 90.00'
⅊ N
7
2
°
3
1
'
0
0
"
W
4
0
.
0
2
'
⅊ N
7
2
°
3
1
'
0
0
"
W
4
0
.
0
2
'
⅊ N17°29'00" E 90.00'
SUBSUBSUBSUBSUBSUBSUBSDSDSDSDSDSDSDSD
SE-5
SE-5
SE-5
SE-5
SE-10
22.5'
7.5'
TC-1
SE-5
2.5'20'
EXISTING EXISTING STREET LIGHT
PULL BOX TO BE PROTECTED IN PLACE
EXISTING STREET LIGHT
TO BE PROTECTED IN PLACE
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SUB SUB SUB SUB SUB SUB SUB
SHEET NO.:
APPROVED BYDATENO.REVISIONS
PROJECT NO.:
OWNER/SUBDIVIDER:
SINGLE FAMILY RESIDENCE
23018
PLANS PREPARED BY:
SHARONA COHEN & EDWIN HARONIAN
413 VIA LIDO SOUD,
NEWPORT BEACH, CA 92663 413 VIA LIDO SOUD,
NEWPORT BEACH, CA 92663
PROJECT ADDRESS
C-4
EROSION CONTROL PLAN
SCALE 1"= 5'
EROSION CONTROL PLAN
SCALE 1" = 5'
201005101520
SHEET NO.:
APPROVED BYDATENO.REVISIONS
PROJECT NO.:
OWNER/SUBDIVIDER:
SINGLE FAMILY RESIDENCE
23018
PLANS PREPARED BY:
SHARONA COHEN & EDWIN HARONIAN
413 VIA LIDO SOUD,
NEWPORT BEACH, CA 92663 413 VIA LIDO SOUD,
NEWPORT BEACH, CA 92663
PROJECT ADDRESS
C-5
SOIL REPORT
RECOMMENDATIONS