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HomeMy WebLinkAboutCDP 14-05; Tierra Del Oro Residence PC Exhibits; Coastal Development Permit (CDP)TECRHI TC IALIFONRDCENSELIOFS TATECAANo. C-21779NTHNYCRISA F R EN.JU31,15LAW.IOISLANDDREX PATTERSON, R.A.TONY CRISAFI, R.A.7632 HERSCHEL AVENUETEL 858-459-9291LA JOLLA CA 92037FAX 858-456-0351DATE:DRAWN BY:PROJ. MGR.:JOB #:PLOT DATE AND TIMEARCHITECTSCopyright Island Architects2014ISSUE:4/6/2015 8:44:08 AMC:\Users\CNolan\Documents\Tierra Del Oro_central_CNolan.rvtIsland ArchitectsGeneral Notes11/06/14T.2Tierra Del Oro Residence5039 Tierra Del Oro, Carlsbad CA 9200811/06/14AuthorChecker32001st Bldg. Submittal11. Construction documents approved by he fire code official are approved with the intent that such construction documents comply in all respects wi h current code. Review and approval by the firecode official shall not relieve the applicant of he responsibility of compliance wi h this code (CFC 105.4.4)12. At least one fire extinguisher with a minimum rating of 2A10BC shall be provided within 75' maximum travel distance for each 6,000 sf or portion thereof on each floor (light hazard); 3,000 sf(moderate); or 2,000 sf (high hazard) [CFC 906]13. Address shall be provided for all new and existing buildings in a position as to be plainly visible and legible from the street or road fron ing he property [CFC 505.1]14. Valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically monitored where the number of sprinklers is 20 or more[CFC 903.4}15. At least one fire extinguisher wi h a minimum rating of 4A20BC shall be provided outside of each mechanical, electrical or boiler room.STRUCTURAL NOTES TAKE PRECEDENCE. (SEE STRUCTURAL PLANS)IN CASE OF CONFLICT, NOTIFY THE ARCHITECT.ISLAND ARCHITECTSNOTE:SUPPLEMENTAL CONSTRUCTION SPECIFICATIONSGENERAL CONSTRUCTION NOTESSTRAPPING OF ALL WATER HEATERS:Section 510.5 of the California State Plumbing Code requires all water heaters to be braced against seismic reactions. An acceptable method is he use of 2 "heavyduty straps", with one going completely around the water heater and secured to the structure at two (2) points wi hin he upper 1/3 of the heater and the other within 1/3of the bottom of the heater. See diagram below for his method. The term "heavy duty" shall be deemed to be a METAL STRAP, NOT LESS THAT 22 GAUGE, NORLESS THAN 3/4" WIDE. The means of connection to the structure shall be made by the use of a screw not less than 1/4" in size with a minimum penetration of 1 1/2"into a wood stud of the wall. A cut washer shall be used between the head of he screw and the strap to insure a positive support. Manufacturers do not allow directconnection to their units. Simply stated, no fittings or screws shall be attached or installe2 gauge metal strap materialinstalled within the top 1/3 ofthe heater and the bottom 1/3of the heater.Minimum 1/4" screws withminimum 1 1/2" penetrationare allowed.For heaters installed in agarage location, this 18"height is required. It maybe by the use of a standof by a raised floor area.wallstudDrill pilots in centerlineof studs. Insert screwsthrough punched holesin straps (typ.).18"ROOF NOTES1. General contractor to coordinate all plumbing and mechanical vent locations at roof. Vents to be screened from view wherever possible (see roof plan). Combine plumbing ventsin attic where possible.2. All roof penetrations, flashings, vents, etc. to be painted to match weathered roof color.3. Provide attic ventila ion per U.B.C. Sec. 1505.3 1/150 of area of space ventilated. See Roof Plan for calculations.4. Attic ventilation openings shall be covered with non-combustible, corrosion-resistant metal mesh openings of 1/16" - 1/8" dimension.5. Roofing: 2-piece Clay Tile. Provide minimum 3 layers of 30 lbs. felt underlayment hot mopped between layers and on the top. Install with minimum exposures per U.B.C. Table 15-D-1. Refer to Roof Plans for additional notes.6. All Roof Plate Heights / Ridge Heights indicated on plans are taken from main level finished floor Elev. +358.5'7. Provide gutter, downspouts and roof drains as indicated on plans. Provide overflow scuppers at flat roof drains. Downspout to drain to 4" ABS tight line connected to existingsurface water drainage system where possible.FOUNDATION NOTES1. All footing depths indicated on plans are depths below top of undisturbed soil or top of engineered certified compacted fill.2. Soil shall be dampened prior to placing concrete in footings.3. Sub-grade for slabs shall be undisturbed native soil or compacted fill.4. Fill soils (if used) shall be compacted to at least 90% maximum dry density.5. Slope grade away from foundation walls a minimum of 2% typical for distance of 5 feet minimum.6. All hold down anchors and base plate anchors to be tied in place prior to calling foundation inspection.7. Concrete slabs: 4" actual hickness with 6 x 6 WI. 4 x WI. 4 welded wire mesh and mid height of slab. Slab to be on 3" thick sand on 6 mil. vapor barrier on sand base (omit vapor barrier atexterior slabs) UON. Slab subsoil shall be horoughly moistened prior to placement of vapor barrier and concrete.8. All concrete 2500 psi @ 28 days minimum compressive strength UON on plans.9. Where 3000 psi conc. is indicated on plans special inspection is required.10. Provide necessary openings in stud frame shear walls at crawl space for ductwork, access, etc.11. Waterproof exterior stem foundation walls to crawl space, protect waterproof membrane during backfilling.12. Provide 4" diameter perforated French drain to daylight away from foundation walls, back fill wi h 1/2" diameter gravel for 15" width.13. All reinforcing shall be provided with the following minimum concrete cover: Footing cast against earth: 3" Concrete exposed to wea her or earth 2" Slabs (#4 and smaller): 3/4"14. Laps at bar splices shall be: 30 bar dia. (12" minimum) for grade 40 re-bar, 36 bar dia. for grade 60 re-bar.15. Concrete slabs on grade: a. Landings at all door locations shall have a maximum slope of 1/4" per foot. (Sec. 1004.9). b. Seal all voids around penetrations through floor slabs. (U.P.C. Sec. 313.1 and U.M.C. Sec. 328.2 as Amd.).16. Crawl Spaces: Provide crawl space access minimum 18"x 24" per U.B.C. Sec. 2317.5. Provide crawl space vents at new concrete stem walls minimum vent area per U.B.C. Sec. 2317.7.Verify existing ventilation is adequate.17. Provide Simpson post base at isolated post locations.MECHANICAL NOTES1. Provide one utility duplex outlet at all Water Heater locations within 5'-0" of unit.2. Provide switched incandescent light at all FAU and WH locations.3. All fixtures with hose outlets (hose bibs) and landscape irrigation shall be protected with backflow preventers (vacuum breakers) U.P.C. Sec. 603.3.7.4. The minimum ceiling insulation must be R-30 UON.5. The minimum wall insulation shall be R-19 in frame walls, UON.6. HVAC ducts shall be constructed, installed and insulated per Chapter 6 of the U.M.C.7. Doors and windows between conditioned and unconditioned space shall be fully wea herstripped.8. Exhaust fans shall have back-draft dampers or automatic dampers.9. A night setback thermostat shall be installed that can automatically set back the thermostat set points for at least two periods in 24 hrs.10. The HVAC equipment installed shall be of a type certified by the CEC.11. The hot water heater shall be wrapped with an R-12 external blanket.12. Fully insulate hot water supply lines. The hot water heater inlet and outlet pipe shall be insulated to R-13 or greater for the first 5 feet in unconditioned space.13. The water hea ing equipment, shower heads and faucets installed shall be of a type certified by the CEC.14. Interior water supply all copper pipe, insulate.15. Provide gas supply at FAU and WH locations and all appliance locations indicated on plans.16.17.18. All gas fired furnaces and gas fired cooking appliances shall be equipped with an approved intermittent igni ion device.19. Provide vapor barriers for cold climate zones 1, 14 and 16.20. All ducting and joints shall be sealed with pressure sensitive tape and shall be insulated to conform to the provisions of U.M.C.21. Shower heads and faucets shall be equipped with flow restrictors as outlined in the appliance efficiency standards and shall be certified to the energycommission.22. FAU closet or alcove must be 12 inches wider than the furnace or furnaces being installed in accordance with U.M.C. Sec. 324.1.23. Approved spark arrestors shall be installed on all chimneys in accordance with U.B.C. Sec. 3102.3.8.24. Combustion air for fuel burning water heaters will be provided in accordance with the Uniform Plumbing Code.25. Provide T and P valve at water heater. Route discharge line to exterior wall at grade in accordance with U.P.C. Sec. 608.5.26. Water heater must be adequately braced to resist seismic forces. Provide two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank).U.P.C., Sec. 510 0. Gas-fired Water Heaters located in garages shall be installed with the base +18" above finished floor. U.P.C. sec. 510.1 & U.M.C. Sec. 308.2.27. In shower and bath tub combinations, control valves must be pressure balanced or thermostatic mixing valves. U.P.C. Sec. 410.7.28. The discharge point for exhaust air will be at least 3 feet from any opening which allows air entry into occupied portions of the building. U.B.C. Sec. 1203.3.29. Ductless fans can not be used in bathrooms if a tub or shower is present. U.B.C. Sec. 1203.3.30. Shower walls shall be finished with moisture-resistant sheetrock and ceramic tile (or equal) to a minimum height of 70" above drain. U.B.C. Sec. 807 & U.B.C.Sec. 2512.31. Shower enclosures shall be shower rods, tempered glass or approved equal. U.B.C. Sec. 2406.4.32. General Plumbing Notes: a. Solders and flux having a lead content in excess of two tenths of one percent shall not be used in he installation or repair of any plumbing in residential or nonresidential facilities providing water for human consumption which are connected to public water systems. A.R.S. Sec. 49-353, U.P.C. Sec.316.1.3. b. Plumbing fixtures shall be as follows: U.P.C. Sec. 402 as Amd.: Water closets: provide ultra low flush toiletsGravity: 1.6 gal. Per flush (max.).Flush Valves: 3.5 gal. Per flush (max.). Urinals: 1.5 gal per flush (max.).Shower Heads: 2.5 gal. per minute (max.). Lavatory Sink faucets: 2 2 gal. per minute (max.). c. Hot water shall be the left fitting at all faucets. U.P.C. Sec. 601.2. d. Hose bibs: Permanent vacuum breakers shall be included with all new hose bibbs.33. Provide 4" diameter dryer exhaust to exterior 14' maximum length U.M.C. Sec. 908 and U.B.C. Sec. 504.3 2.34. Provide dishwasher with an approved air cap per U.P.C. Sec. 807.4.35. Provide fire sprinklers per U.B.C. requirements as amended.36. All mechanical work to comply with the 1998 edition of the U.M.C.37. Primary condensate waste will route to trapped plumbing fixture for disposal.38. Install floor drain where indicated per code to remain in full view and ie into sanitary sewer.39. State Health and Safety code Sec. 17921.9 bans the use of chlorinated polyvinyl chloride (cpvc) for interior water - supply piping.40. Provide 5 air changes per hour for ba hroom and laundry room ventilation, discharging to the exterior of the building not closer than 3 ft. from any exterioropening.41. Attic/underfloor installation must comply with sec ions 904, 908, 909 of the CMCELECTRICAL NOTES1. Provide utility duplex outlets at forced air unit and water heater wi hin 5'-0" of unit.2. Provide switched light at forced air unit and water heater locations.3. General lighting in kitchen and bathrooms shall have minimum output of 25 lumens per watt.4. All wiring to comply with 1996 NEC.5. Provide GFI protected circuets at all locations required by NEC, Article 210-8 (a) and within 6'-0" of all sinks.6. Provide 220V outlets for appliances where indicated on electrical plan.7. Refrigerators, refrigerator-freezers, freezers and fluorescent lamp ballasts to be certified by CEC.8. All wall duplex outlets shall be located 12" above finished floor level UON.9. All wall switches shall be located 36" above finished floor level UON.10. Electrician shall coordinate electrical requirements for security flood lighting, landscape lighting and security system with owner and architect.11. Floor electric or phone outlets shall be located by owner or architect.12. Provide and install continuous monitoring interconnected, hard wired, permanent smoke detectors w/ battery back up at locations required by code.1. All construction and procedures shall conform to all applicable codes as outlined on Title Sheet.2. Do not scale drawings. If dimensional discrepancies occur between plans and existing conditions, contact architect immediately to resolve conflict prior to continuation of work.3. Provide smoke detectors which will sound an alarm when actuated. Detectors must be permanently with a battery backup . See noted plans for locations of smoke detectors.4. Stairs: Provide a minimum 6'-8" head clearance, 7.75" max. riser, 10" min. tread with 3'-0" min. wid h for residential stair construction. Provide minimum 36" high handrail (measured fromtread nosing) and minimum 3'-0" high guardrail with a maximum 4" between balusters. Per IBC.5. All unenclosed floor and roof openings, open and glazed sides of stairways, landings and ramps, balconies or porches which are more than 30" above grade or floor below, and roofs usedfor o her than service of the building, shall be protected by a guardrail not less than 42" in height wi h a maximum of 4" between balusters. Per I.B.C.6. Safety glazing per I.B.C. for: a. Windows adjacent to tubs or showers and within 60" of tub or shower floor; b. Windows within 24"arc of doors; c. Windows within 18" of walking surface.All glass shower and tub enclosures shall be fully tempered.7. All exterior doors and windows shall be fully weather stripped; manufactured units shall meet ANSI and Title 24 standards for air infiltration.8. All joints and penetrations in the building envelope shall be caulked and sealed.9. All exhaust fans shall have automatic or back draft dampers.10. All fireplaces shall have tight fitting flue damper. Fireplaces located on exterior walls or within bedrooms and/or bathrooms shall have minimum six square inches combustion air take.11. All fireplaces to be supplied with gas log lighter and valve.12. Provide shower bench where shown on drawings 18" high minimum with full tile face of wall beneath bench.13. Provide attic access minimum size 24" x 30" UON. Size of access to enable removal of heating equipment.14. Provide dead bolt locks at exterior doors UON mounted below latch set.15. Garages require one-hour fire separation on the garage side of walls and ceiling common to the dwelling. Table 3-B, Sec ion 302.416. Provide R-19 insulation at exterior walls and R-30 insulation in all new attics.17. Provide R-13 insulation at all interior plumbing walls for sound insulation.18. All fireplaces shall conform to he requirements of CBC, CRC and CMC.19. Coordinate with Architect to provide blocking in walls where accessory items are installed typical : grab bars, toilet paper dispensers, etc.FIRE DEPARTMENT NOTES:1. Fire protection, including fire apparatus access roads and water supplies for fire protection, shall be installed and made serviceable prior to and during time of construction. (CFCAppendix C & D, International Fire Code)2. Buildings undergoing construction, alteration or demolition shall be in accordance with CFC Chapter 14. (CFC 1401)3. Decorative materials shall be maintained in a flame-retardant condition4. Complete plans and specifications for fire alarm systems; fire systems, including automatic sprinklers and wet and dry standpipes, halon systems and other special types ofautomatic fire systems, basement pipe inlets, and o her fire systems and appurtenances thereto shall be submitted to Fire and Life Safety for review and approval prior toinstallation. (CFC 901.2)5. Fire systems shall be installed in accordance with CBC 901.4.7. Complete plans and specifications for fire alarm systems shall be submitted to Fire and Life Safety for review and approval prior to installation. (CFC 907.1.1)8. Installation of fire alarm systems shall be in accordance wi h CFC 903.3.9. An approved audible sprinkler flow alarm shall be provided on the exterior of he building in an approved location. An approved audible sprinkler flow alarm to alert the occupantsshall be provided in the interior of the building in a normally occupied location. (CFC 903.4.2)10. An approved vehicle strobe detector system, wi h knox key switch override, satisfactory to the fire marshal, shall be provided on all vehicle main entry and emergency entrypoints to the project.ARCHITECT'S SUBMITTAL REVIEW STAMP STATES THE FOLLOWING:CORRECTIONS OR COMMENTS MADE TO THE SHOP DRAWINGS DURING THIS REVIEW DO NOT RELIEVE CONTRACTOR FROM COMPLIANCE WITHREQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS AND APPLICABLE CODES. THIS CHECK IS ONLY FOR REVIEW OF GENERAL CONFORMANCEWITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THECONTRACTOR IS RESPONSIBLE FOR: CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; SELECTING FABRICATION PROCESSESAND TECHNIQUES OF CONSTRUCTION; COORDINATING HIS WORK WITH THAT OF ALL OTHER TRADES; AND PERFORMING HIS WORK IN A SAFE ANDSATISFACTORY MANNER.1.Automatic irrigation systems for landscaping provided by he builder and installed at the time of final inspection shall be weaher-based and comply with the following: Controllers shall beweather- or soil moisture-based controllers that automatically adjust irrigation in response to changes in plants needs as weather conditions change. Weather-based controllers without interalrain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controllers. Soil moister-basedcontrollers are not required to have rain sensor input. (CGBSC 4 304.1)2. Joints and openings, Annular spaces around pipes, electric cables, conduits, or o her openings in plates at exterior walls shall be protected against the passage of rodents by closing suchopenings with cement mortar, concrete masonry, or similar method acceptable to he enforcing agency.(CGBSC 4.406.1)3.A minimum of 50 percent of the construction waste generated at he site is diverted to recycle or salvage per CGBSC Section 4.408.1 and City ordinance.4.Before final inspection, a complete operation and maintenance manual shall be provided to the building occupant or owner. Contractor or owner shall submit an affidavit hat confirms thedelivery of the maintenance manual. (CGBSC 4.410.1)5.Duct openings and o her related air distribution component openings shall be covered during construction.(CGBSC 4.504.1)6.Adhesives, sealants, and caulks shall be compliant with VOC and o her toxic compound limits.(CGBSC 4.504.2.1)7.Paints, stains, and other coatings shall be compliant with VOC limits. (CGBSC 4.504.2.2)8.Aerosol paints and coatings shall be compliant with product weighted MIR limits for VOC and o her toxic compounds.(CGBSC 4.504.2.3)9.Carpet and carpet systems shall comply with VOC limits.A letter from the contractor and or the building owner certifying what material has been used and its compliance with the Code must besubmitted to the building Inspector.(CGBSC 4.504.3)10.Documenta ion shall be provided to verify hat compliant VOC limit finish materials have been used. A letter from the contractor and or the building owner certifying what material has beenused and its compliance with the Code must be submitted to the building Inspector. (CGBSC 4.504.3)11.Fifty percent of floor area receiving resilient flooring shall comply with the VOC-emission limits defined in the Collaborative for High Performance Schools (CHPS) Low-emitting Materials Listor be certified under the Resilient Floor Covering Ins itute (RCFI) Floor Score program. (CGBSC 4.504.4)12.Particleboard, medium density fiberboard (MDF), and hardwood plywood used in interior finish systems shall comply with low formaldehyde emission standards. A letter from the installer andor the building owner cer ifying what material has been used and documenting its compliance with the Code must be submitted to the building Inspector. (CGBSC 4.504.5)13.Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when framing members exceed 19% moisture content.14.The moisture content of building materials used in wall and floor framing is checked before enclosure. Moisture content shall be verified by either a probe type or contact type moisture meter.A certificate of compliance indica ing date of test, location, and results issued by the framer subcontractor or General contractor must be submitted to the building inspector. (CGBSC 4 505.3)15.Exhaust fans which terminate outside the building are provided in every bathroom that contains a shower or tub, capable of providing 5 changes per hour.16.Per Sec 4 303.2 - When single shower fixtures are served by more than one showerhead, the combined flow rate of all the showerheads shall not exceed the maximum flow rates specified inthe 20 percent reduc ion column contained in Table 4.303.2 or the shower shall be designed to only allow one showerhead to be in operation at a time. Exception: The maximum flow ratefor showerheads when using the calculation method specified in Section 4.303.1, Item 2, is 2 5 gpm @ 80 psi.17.Per Sec 4 303.3 - Plumbing fixtures (water closets and urinals) and fit ings (faucets and showerheads) shall meet the standards referenced in Table 4.303.3. (See charts below )18.Per Sec 4 503.1 - Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA Phase II emission limits whereapplicable. Woodstoves, pellet stoves, and fireplaces shall also comply wi h applicable local ordinances.19.Per Sec 4 506.1 - Mechanical exhaust fans which exhaust directly from bathrooms shall comply with the following:i.Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.ii.Unless functioning as a component of a whole house ven ilation system, fans must be controlled by a humidistat which shall be readily accessible. Humidistat controls shall be capableof adjustment between a relative humidity range of 50 to 80 percent.20. HVAC systems were sized and selected based on square footage and zoning. See Title-24 Report for additional information. NOTE: A signed affidavit from installer stating method used forselection of Heating and Air Conditioning equipment and that such equipment was installed in accordance to that method is required; this affidavit shall be presented to the Building InspectorBEFORE Final Inspection.2010 CALIFORNIA GREEN CODE NOTES:TABLE 4.303.2 FIXTURE FLOW RATESFIXTURE TYPE REDUCTION FLOW RATE MAXIMUM FLOW RATE AT ≥ 20Showerheads 2.5 gpm @ 80 psi 2 gpm @ 80 psiLavatory faucets, residential 2.2 gpm @ 60 psi 1 5 gpm @ 60 psi2Kitchen faucets 2.2 gpm @ 60 psi 1.8 gpm @ 60 psiGravity tank-typewater closets 1.6 gallons/flush 1.28 gallons/flush1Flushometer tankwater closets 1.6 gallons/flush 1.28 gallons/flush1Flushometer valvewater closets 1.6 gallons/flush 1.28 gallons/flush1Electromechanical hydraulic 1.6 gallons/flush 1.28 gallons/flush1water closetsUrinals 1.0 gallon/flush .5 gallon/flush1. Includes single and dual flush water closets with an effective flush of 1.28 gallons or less. Single flush toilets—The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effec ive flush volume is the average flush volume when tested inaccordance with ASME A112.19.233.2. Dual flush toilets—The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is defined as the composite, average flush volume oftwo reduced flushes and one full flush. Flush volumes will be tested in accordance with ASME A112.19.2 and ASME A112.19.14.2. Lavatory faucets shall not have a flow rate less than 0 8 gpm at 20 psi.13. In new construction, required smoke alarms shall receive their primary power from the building wiring where such wiring is served from a commercial source andshall be equipped wi h a battery back-up. smoke alarms shall emit a signal when the batteries are low. wiring shall be permanent and without a disconnecting switchother than as required for over current protec ion14. Where more than one smoke alarm is required to be installed, the smoke alarms shall be interconnected in such a manner hat the activation of one alarm willac ivate all of the alarms in the individual dwelling unit. the alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors closed.TABLE 4.303.1 WATER USE BASELINE 1FIXTURE TYPE FLOW RATE 2 DURATION DAILY USES OCCUPANTS: 6Showerheads, residential2.5 gpm @ 80 psi8 min. 1 120Lavatory faucets, residential2.2 gpm @ 60 psi.25 min. 3 9.9Kitchen faucets2.2 gpm @ 60 psi4 min. 1 52.8Replacement aerators2.2 gpm @ 60 psi Gravity tank-type water closets1.6 gallons/flush1 flush3 male 57.6 3 femaleFlushometer tank water closets1.6 gallons/flush1 flush 3 male 3 femaleFlushometer valve water closets1.6 gallons/flush1 flush3 male 3 femaleElectromechanical hydraulic W/C1.6 gallons/flush1 flush3 male 3 femaleUrinals1.0 gallon/flush1 flushN/A BASE WATER USE: 240.3Gallons Per Day 20% REDUCTION: 192.24 Allowable GallonsPer DayFixture "Water Use" = Flow rate × Duration × Occupants × Daily uses1. Use Worksheet WS-1 to calculate baseline water use.2. The flow rate is from the CEC Appliance Efficiency Standards, Title 20, California Code of Regulations; where a conflict occurs, the CEC standards shall apply.3. For low-rise residential occupancies, the number of occupants shall be based on two persons for the first bedroom, plus one additional person for each additional bedroom.4. The daily use number shall be increased to three if urinals are not installed in the room.TABLE 4.303.3 STANDARDS FOR PLUMBING FIXTURES AND FIXTURE FITTINGSREQUIRED STANDARDSWater closets (toilets)—flushometer valve-type single flush, maximum flush volumeASME A 112.19.2/CSA B45.1 - 1.28 gal (4.8 L)Water closets (toilets)—flushometer valve-type dual flush, maximum flush volumeASME A 112.19.14 and U.S. EPA WaterSense Tank-Type High-Efficiency Toilet Specification - 1.28 gal (4.8 L).Water closets (toilets)—tank typeU.S. EPA WaterSense Tank-Type High-Efficiency Toilet Specifica ionUrinals, maximum flush volumeASME A 112.19.2/CSA B45.1 - 0.5 gal (1.9 L)Urinals, nonwater urinalsASME A 112.19.19 (vitreous china)Public lavatory faucets:ANSI Z124.9-2004 or IAPMO Z124 9 (plastic)Maximum flow rate - 0.5 gpm (1.9 L/min)ASME A 112.18.1/CSA B125.1Public metering self-closing faucets:Maximum water use - 0.25 gal (1.0 L) per metering cycleASME A 112.18.1/CSA B125.1Residential bathroom lavatory sink faucets:Maximum flow rate - 1.5 gpm (5.7 L/min)ASME A 112.18.1/CSA B125.1NOTICE TO THE APPLICANT/ OWNER/OWNER'S AGENT/ARCHITECT or ENGINEER OF RECORD: By using this setof permitted construction drawings for construction/installation of the work specified herin, you agree to comply wi h therequirements of City of San Diego for special inspections, structural observations, construction material testing and off-site fabrica ion of building components, contained in the statement of special inspections and, as required by heCalifornia construction codes.SPECIAL INSPECTIONS:NOTICE TO THE CONTRACTOR / BUILDER / INSTALLER / SUB-CONTRACTORS / OWNER-BUILDER: By using his set ofpermitted construction drawings for construction/installation of the work specified herin, you agree to comply with therequirements of City of San Diego for special inspections, structural observations, construction material testing and off-site fabrica ion of building components, contained in the statement of special inspections and, as required by he Californiaconstruction codes.20. Fireblocking: In combustible construction, fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective firebarrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood-frame construction in the following locations:1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows:1.1. Vertically at the ceiling and floor levels.1.2. Horizontally at intervals not exceeding 10 feet (3048 mm).2. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings.3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7.4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and products ofcombustion. The material filling this annular space shall not be required to meet the ASTM E 136 requirements.5. For the fireblocking of chimneys and fireplaces, see Section R1003.19.15. Bedroom branch air vents will be / are fault circut protected. CEC ART 210.12 (b)16. A 20 ampere circut dedicated to each bathroom. CEC ART 210.11 (c) 3CDP14-05/AV 15-04/CDP 15-13REVISIONS# DESCRIPTION DATE C.2 C.3 0 5 1 5 2 0 2 5 1 015202530353535 25352 025 15 5 OBSCURED AREAOBSURED ARE222223224230UPDNUPS .Y .S .B .7 ' - 6 "S .Y .S .B .7 ' - 6 "BLUFF EDGE BASEMENT LEVELTERRACE(BELOW)T IE R R ADEL O R O 1765434E 284.89'A=63.07' R=40.00'1 76 4 0'0 0 " E 19 .3 6'N59 17622'44E 354.66'CURB / GUTTERPROPOSED MAINLEVEL BALCONYLINE OF EXISTINGBALCONY TO BEREMOVED5039 TIERRA DEL ORO - TWO STORYSINGLE FAMILY RESIDENCE W/BASEMENT. HATCH DENOTES EXTENTOF PROPOSED HABITABLE AREAEXISTING DETACHED2 CAR GARAGE (528 SF) w/GUEST QUARTERS (432 SF)960 (SF) TOTALEXISTING F.F. = +37.74'EXISTINGRESURFACEDDRIVEWAYWM EXISTING 3/4"UPGRADE TO 1"LIGHT POSTELECTRICALADJACENT RESIDENCE5035 TIERRA DEL OROEXISTING TREETO REMAINEXISTING MAIN LEVEL F.F. = +32.84'PROPOSED MAIN LEVEL F.F. = +33.08'EXISTING RETAINING WALLS & PLANTEREXISTING PATH TO REMAINSLOPE DOWNSLOPE DOWNEXIST +23.4'PROPOSED +22.0'PROPOSED + 5'-0" HT.SAFETY FENCESLOPES W/GRADENEW GATETO REMAINEXISTING CURB CUTPROPERTY LINEPROPERTY LINE34' - 0"STONE WALK(PERVIOUS)PROPERTY LINESECOND DWELLINGUNIT PARKING 8.5'x20'TREEWELLEXISTING WALL/ PLANTERTO REMAINNEW +6FT. H. MAX. OPEN GATE &IRON FENCING PER CODE SECTS.21.46.130 & 21.204.100.C+6FT. H. MAX. GREENWALL PER CODE SECTION21.46.130PROPOSEDSTONE WALK(PERVIOUS)ELV. +33.08'S 34 1 7 6 4 2'0 9 "E11.5 9 '20' - 3 1/4"CURB TO STREETCENTERLINE9' - 11 1/4"CURB TO PL29 ' - 3 1/2 "10' - 9 1/2"TW 37' - 3"EXISTING RETAININGWALLS & WOODFENCING TO REMAINEXISTING WALLSTO REMAINEXISTING CONCRETE CURBW/SAFETY FENCINGTO REMAIN - CONNECTED TO HOUSENEW CONCRETE WALL & BENCHTW 39' - 3"CONCRETEPROPOSED + 5'-0" HT. MAX.SAFETY FENCESLOPES W/GRADE63.06'55.64'to Southproperty lineTOTAL ARC (SETBACK)LENGTH = 75.00'1979 PUBLIC USE EASEMENTAPPROXIMATELY 8,800 SFEXISTINGCHAIN LINK FENCINGPOOLDECKDRIVEWAYDECKDECKDECKWALKWAYDECKSTEPS DOWNW A LK W A YWALKWAYPROPOSED 2 CARGARAGE 577 (SF)(DENOTED BYHATCHED AREA)PROPOSED ATTACHEDSECOND DWELLINGUNIT 537 (SF)NORTHNO PROPOSEDDEVELOPMENTWEST OF THEBLUFF EDGENO CHANGE TOFOOTPRINT AT NONCONFORMING AREASDECKREFURBISH / REUSEEXISTING WINDSCREENSTRUCTURESTONESTONE42" H. WALL MAX.IN FRONT YARD SETBACKPER CODE SECT. 21.46.130U P P E R L E V E L B A L C O N Y S T R IN G LIN EHABITABLE A R E A S T R IN G L IN E R O O F O V E R H A N G S T R IN G L IN E LINE OF EXISTINGSTRUCTURE TOBE REMOVEDF E N C E S T R ING L IN E LINE OF HABITABLE AREALINE OF ROOF OVERHANGPROPERTY LINEBBQ AREACOURTYARDLINE OF UPPER LEVEL BALCONYENTRYCOURTYARDPROPOSED12'x24' POOLLINE OF EXISTING TERRACEELV. +33.08'STONELINE OF HABITABLE AREALINE OF ROOF OVERHANGLINE OF UPPER LEVEL BALCONYOUTDOORFIREPLACEPROPOSED WATER FEATURETERRACEELV. +37.66'STONEEXISTINGCHAIN LINK FENCING1 9 7 9 B E A C H A C C E S S E A S E M E N TEXISTINGRETAINING WALLTO REMAINPROPOSED ADDITIONAL LATERALBEACH ACCESS EASEMENTAPPROXIMATELY 2,780 SFADJACENT RESIDENCE5061 SHORE RDADJACENT RESIDENCE5067 SHORE RDPROPOSED PLANTERSEE SHEET A2.3 FOR GREEN ROOF LOCATIONSPROPOSEDPLANTERPROPOSED WALLS AND GATEINCLUDED IN VARIANCE APPLICATIONMEAN HIGH TIDE LINE PERFEBRUARY 25, 1953 U.S.C.& G.S. DATUM. MAP #3052EXISTING8' - 9 3/4"EXISTING10' - 6 3/4"2' - 0"F.Y.S.B.20' - 0"APPROXIMATEEXTENT OF RIP RAPAREA (HATCHED)COASTAL PERMIT79-049669POOL DECK(BELOW)EXIST +23.4'PROPOSED +23.4'STONEE X IS T ING4' - 4 1 /2 "SITE AREALEGAL DESCRIPTIONNUMBER OF LOTSZONETOTAL BUILDING COVERAGE:ALLOWABLE FOR ZONE (R-1) 40%LOT AREA 26,600 SFBUILDING COVERAGE 5,110 SF 19%Lot 8 of Map 305226,600 sf / .61 acre1 EXISTING, 1 PROPOSEDR-1SITE ADDRESSA.P.N.5039 Tierra Del OroCarlsbad, CA 92008210-020-08CIVIL ENGINEERSAN DIEGO, CA 92131-1077COFFEY ENGINEERING, INC.PH. (858) 831-011110660 SCRIPPS RANCH BLVD., STE. 102SITE PLAN NOTESOWNERTierra Del Oro, LLC.P.O. Box 906Rancho Santa Fe, CA 92067PROJECT NAMETierra Del Oro ResidenceAPPLICATION TYPES SUBMITTEDCoastal Development Permit (CDP 14-05)Administrative Variance (AV 15-04)Coastal Development Permit (CDP 15-13)SUMMARY TABLEEXISTING & PROPOSED LAND USESINGLE FAMILY RESIDENCEDENSITYEXISTING - 1 MAIN DWELLING w/ GUEST HOUSEPROPOSED - 1 MAIN DWELLING & SECOND DWELLING UNITPROPOSED BUILDING AREAMAIN HOUSE: 8,308 SF2nd DWELLING UNIT: 537 SFGARAGE: 577 SF% OF LANDSCAPING15%PARKING SPACESREQUIRED & PROVIDED3 SPACESSCHOOL DISTRICTCARLSBAD UNIFIEDWATERSEWERCARLSBADCARLSBADTOTAL BEACH ACCESS EASEMENT:1979 BEACH ACCESS EASEMENT AREA 8,800 sfPROPOSED ADDITIONAL BEACH ACCESS EASEMENT 2,780 sfTOTAL BEACH ACCESS EASEMENT AREA11,580 sfTECRHI TC IALIFONRDCENSELIOFS TATECAANo. C-21779NTHNYCRIS A F R EN.JU31,15LAW.IOISLANDDREX PATTERSON, R.A.TONY CRISAFI, R.A.7632 HERSCHEL AVENUETEL 858-459-9291LA JOLLA CA 92037FAX 858-456-0351DATE:DRAWN BY:PROJ. MGR.:JOB #:PLOT DATE AND TIMEARCHITECTSCopyright Island Architects2014ISSUE:4/6/2015 8:42:07 AMC:\Users\CNolan\Documents\Tierra Del Oro_central_CNolan.rvtSite Plan11/06/14A1.0Tierra Del Oro Residence5039 Tierra Del Oro, Carlsbad CA 9200811/06/14AuthorChecker32001st Bldg. Submittal 3/32" = 1'-0"1Site PlanCDP14-05/AV 15-04/CDP 15-13CANNON RD.SITEC A R L S B A D B L V D . (H W Y .1 0 1 ) T IE R R A D E L O R O S H O R E D R . H W Y I 5 PACIFICOCEANVICINITY MAPREVISIONS# DESCRIPTION DATE 51520251015202530353535253520255101553736.336.837.437.332.335.335.335.334.734.429.91.512.827.135.637.337.137.137.136.837.632.636.931.932.337.323.425735.436.612.736.736.637.237.613.815314623.816.516.814.052.759.548.648.643.748.848.843.755.946.661459.259.344.340.144.740.140.148.948.245.349.962.062.043.748.048.245.345.345.563.863.857.950.146.657.848.248.346.553.850758.156.059.358.247.156.143.744.343.131.540.1MHFHMonumentHHDeckDeckDeckOBSCURED AREAOBSCURED AREA8913.0266%%17654'34"E 284.89'N59%%17622'44"E 354.66'S34%%17640'00"E 19.36'%%13190%%17620'11"A=63.07'R=40.00'136138162227228230TREEWELL POOLDECKDECKWALKWAYDECKSTEPSDOWNWALKWAYNORTHUPPER LEVEL BALCONY STRINGLINEHABITABLE AREA STRINGLINEROOF OVERHANG STRINGLINEFENCE STRINGLINEAPPROXIMATE EXTENT OFRIP RAP AREA (HATCHED)COASTAL PERMIT 79-049669LINE OF HABITABLE AREALINE OF ROOF OVERHANGLINE OF UPPER LEVEL BALCONYLINE OF HABITABLE AREALINE OF ROOF OVERHANGBALCONYLINE OF HABITABLE AREALINE OF ROOF OVERHANGEXISTING DETACHEDGARAGE962 (SF) TOTALEXISTING SINGLE FAMILYRESIDENCEw/ PARTIAL BASEMENT3, 056 (SF) TOTALF.F. ELEVATION = +32.84LINE OF UPPER LEVEL BALCONYLINE OF EXISTING TERRACELINE OF WALL BELOWLINE OF ROOF OVERHANGBLUFF EDGELINE OF EXISTING FENCELINE OF EXISTING FENCEADJACENT RESIDENCE5035 TIERRA DEL OROADJACENT RESIDENCE5061 SHORE RDADJACENT RESIDENCE5067 SHORE RDTECRHI TC IALIFONRDCENSELIOFS TATECAANo. C-21779NTHNYCRIS A F R EN.JU31,15LAW.IOISLANDDREX PATTERSON, R.A.TONY CRISAFI, R.A.7632 HERSCHEL AVENUETEL 858-459-9291LA JOLLA CA 92037FAX 858-456-0351DATE:DRAWN BY:PROJ. MGR.:JOB #:PLOT DATE AND TIMEARCHITECTSCopyright Island Architects2014ISSUE:4/6/2015 8:42:09 AMC:\Users\CNolan\Documents\Tierra Del Oro_central_CNolan.rvtStringline Exhibit11/06/14A1.0aTierra Del Oro Residence5039 Tierra Del Oro, Carlsbad CA 9200811/06/14AuthorChecker32001st Bldg. SubmittalCDP14-05/AV 15-04/CDP 15-13 1" = 10'-0"1Site Plan - StringlineREVISIONS# DESCRIPTION DATE DNDNUPLIVING/DININGKITCHENBATHBEDROOMBEDROOMBEDROOMBATHBATHENTRYGUEST ROOMSHOPGARAGEUTILITYBATHEXIST DOG RUNELEV: +32.04'BALCONYROOF BELOWROOF BELOWEXISTING WALL AND GATESLINE OF EXISTING ROOF OVERHANGTO BE REMOVEDLINE OF EXISTING ROOF OVERHANGTO BE REMOVEDUPPER LEVEL BALCONY STRINGLINE HABITABLE AREA STRINGLINE ROOF OVERHANG STRINGLINE TECRHI TC IALIFONRDCENSELIOFS TATECAANo. C-21779NTHNYCRIS A F R EN.JU31,15LAW.IOISLANDDREX PATTERSON, R.A.TONY CRISAFI, R.A.7632 HERSCHEL AVENUETEL 858-459-9291LA JOLLA CA 92037FAX 858-456-0351DATE:DRAWN BY:PROJ. MGR.:JOB #:PLOT DATE AND TIMEARCHITECTSCopyright Island Architects2014ISSUE:4/6/2015 8:42:10 AMC:\Users\CNolan\Documents\Tierra Del Oro_central_CNolan.rvtExisting Main Level11/06/14A2.0aTierra Del Oro Residence5039 Tierra Del Oro, Carlsbad CA 9200811/06/14AuthorChecker32001st Bldg. Submittal 1/4" = 1'-0"1Existing Main LevelREVISIONS# DESCRIPTION DATECDP14-05/AV 15-04/CDP 15-13 UPDEMO EXISTINGFIREPLACEEXISTING FINISHEDFLOOR = 32.84'TO BE DEMOED36' - 4 1/4"TO BE DEMOED7' - 11 3/4"TO BE DEMOED54' - 1 3/4"TO BE DEMOED44' - 4"TO REMAIN24' - 2"DEMO EXISTINGSITE WALLS AND STAIRSEXISTING SITE WALLS TO REMAINDEMO EXISTING SITE WALLSEXISTING SITE WALLS TO REMAINDEMO EXISTING BALCONYSETBACK LINEDEMO EXISTING BALCONYEXIST DOG RUNELEV: +32.04'DEMO EXISTING ROOFEXISTING RETAINING WALLSTO REMAINEXISTING SITE WALLS TO BE REMOVEDDEMO EXISTINGHARDSCAPEEXISTING & PROPOSEDFINISHED FLOOR = 37.74'EXISTING WALL & GATES TO BE REMOVED. NEW WALL& GATES TO BE INCLUDED IN VARIANCE APPLICATIONUPPER LEVEL BALCONY STRINGLINE HABITABLE AREA STRINGLINE ROOF OVERHANG STRINGLINEWALL LEGENDEXISTING TO REMAINDEMO WALLTECRHI TC IALIFONRDCENSELIOFS TATECAANo. C-21779NTHNYCRIS A F R EN.JU31,15LAW.IOISLANDDREX PATTERSON, R.A.TONY CRISAFI, R.A.7632 HERSCHEL AVENUETEL 858-459-9291LA JOLLA CA 92037FAX 858-456-0351DATE:DRAWN BY:PROJ. MGR.:JOB #:PLOT DATE AND TIMEARCHITECTSCopyright Island Architects2014ISSUE:4/6/2015 8:42:11 AMC:\Users\CNolan\Documents\Tierra Del Oro_central_CNolan.rvtDemo Plans - MainLevel & Lower Level11/06/14A2.0bTierra Del Oro Residence5039 Tierra Del Oro, Carlsbad CA 9200811/06/14AuthorChecker32001st Bldg. SubmittalCDP14-05/AV 15-04/CDP 15-13 1/4" = 1'-0"1Main Level - DemoREVISIONS# DESCRIPTION DATE UPEXISTING TERRACEPLAY ROOMBEDROOMBATHSTORAGESTORAGE/MECH.EXISTING PATIOEXISTING CRAWL SPACEEXISTING BBQUPPER LEVEL BALCONY STRINGLINE HABITABLE AREA STRINGLINE ROOF OVERHANG STRINGLINE SIDE YARD SETBACKSIDE YARD SETBACKEXISTING TERRACEPLAY ROOMBEDROOMBATHSTORAGESTORAGE/MECH.EXISTING PATIOTO BE DEMOED34' - 5"TO BE DEMOED30' - 3 1/4"TO BE DEMOED42' - 5"DEMO EXISTING BUILT IN BBQDEMO EXISTING STAIRSEXISTING CRAWL SPACEEXISTING TO REMAINUPPER LEVEL BALCONY STRINGLINEHABITABLE AREA STRINGLINEROOF OVERHANG STRINGLINE SIDE YARD SETBACKSIDE YARD SETBACKWALL LEGENDEXISTING TO REMAINDEMO WALLTECRHI TC IALIFONRDCENSELIOFS TATECAANo. C-21779NTHNYCRIS A F R EN.JU31,15LAW.IOISLANDDREX PATTERSON, R.A.TONY CRISAFI, R.A.7632 HERSCHEL AVENUETEL 858-459-9291LA JOLLA CA 92037FAX 858-456-0351DATE:DRAWN BY:PROJ. MGR.:JOB #:PLOT DATE AND TIMEARCHITECTSCopyright Island Architects2014ISSUE:4/6/2015 8:42:13 AMC:\Users\CNolan\Documents\Tierra Del Oro_central_CNolan.rvtExisting/DemoBasement Level11/06/14A2.0cTierra Del Oro Residence5039 Tierra Del Oro, Carlsbad CA 9200811/06/14AuthorChecker32001st Bldg. SubmittalCDP14-05/AV 15-04/CDP 15-13 1/4" = 1'-0"1Existing Basement 1/4" = 1'-0"2Existing Basement - DemoREVISIONS# DESCRIPTION DATE DNUPGUESTBEDROOM13'-0" x 14'-6"STONEGUEST BA6'-0" x 9'-5"STONECL6'-8" x 5'-0"STONE1A5.1PROPOSED 3'-5'(d) x 12'(w) x 24'(l) POOL(ALL EXPORTED CUT MATERIAL WILLBE TAKEN TO A DISPOSAL SITEOUTSIDE OF THE COASTAL ZONE)22' - 0"STORAGE12'-6" x 19'-0"CONCRETEPOWDERROOM #27'-0" x 6'-0"STONEBBQELEV.MECHANICAL13'-0" x 3'-10"CONCRETEEXERCISE13'-0" x 8'-6"CUSHION FLOORINGEXISTING WINDSCREEN TO BEREPAIREDUPPER LEVEL BALCONY STRINGLINE HABITABLE AREA STRINGLINE ROOF OVERHANG STRINGLINE LINE OF EXIST.TERRACETVNICHECABANA6'-6" x 10'-0"STONECHANGINGROOM6'-6" x 4'-0"STONEHOOKS & SHELVES ABOVESHELVESSUBMERGED BASEMENT WALLEXPOSED BASEMENT WALL22' - 0"WET BARUCREF8' - 0"MAXSHOWERSHOWER3'-0" x 3'-6"UNDER COUNTERREFRIGERATORLESS THAN 6 C.F.SINK LESS THAN 18"IN DEPTH OR 2 S.F.LINE OF WALL ABOVE12" COLUMNSLINE OF EXISTING BASEMENTTO BE REMOVEDOPEN TO ABOVEPROPOSED F.F. =22.0'EXISTING F.F. =23.83'SUBMERGED BASEMENT WALLEXPOSED BASEMENT WALLSUBMERGED BASEMENT WALLDNUPPLANTERPLANTERPLANTERSEE LANDSCAPE DRAWINGSFOR HARDSCAPE DETAILSLINE OF PROPOSEDBALCONY ABOVERAISED POOL TERRACE.(ELEV. +/- 23'-6" ASF)SEE LANDSCAPE DRAWINGSFOR FINAL ELEVATION.BENCHDN26' - 1"MECHANICAL/ STORAGE8'-3" x 10'-3"CONCRETEWDMECHANICAL15'-0" x 9'-3"CONCRETEVESTIBULE7'-0" x 4'-0"STONECUBBIES27' - 3"TVIRONINGBOARDCTR.TALLLAUNDRYROOM16'-8" X 11'-8"STONEREC ROOM24'-10" X 18'-10"STONEBENCHEXEXEXW.C.5'-3" x 3'-0"AREA TOTALS:MAIN DWELLINGLOWER LEVEL 3,275 SF MAIN LEVEL2,798 SFUPPER LEVEL 2,235 SFTOTAL8,308 SF2ND DWELLING UNIT 537 SFGENERAL NOTES:1. SPOT ELEVATIONS ARE ELEVATION ABOVE SEA LEVEL.WET BAR:1. NO GAS LINES WILL BE PROVIDED AND ELECTRICAL WIRING WILL NOT EXCEED 100 VOLTS.2. REFRIGERATOR CAPACITY OR ROUGH-IN SPACE SHALL NOT EXCEED SIX CUBIC FEET. THE TYPICAL DIMENSIONS OF WHICH ARE: 25" DEPTH, 35" HEIGHT, AND 35"WIDTH.3. WAIST LINE DRAIN FOR SINK NOT TO EXCEED 1 1/2" DIAMETER, AND SINK ROUGH-IN SPACE NOT TO EXCEED A DEPTH OF 18" OR OVERALL SIZE OF TWO SQUARE FEET.4. PROPOSED CABINETRY AND OR COUNTER SPACE SHALL NOT EXCEED EIGHT LINEALFEET.BASEMENT CALCULATIONS:SUBMERGED WALL PERIMETER 255' - 4"EXPOSED WALL PERIMETER 62' - 4"TOTAL WALL PERIMETER 317' - 8"SUBMERGED/TOTAL 255' - 4" / 317' - 8"ALLOWABLE 75% MIN.PERCENTAGE SUBMERGED 80.44%TECRHI TC IALIFONRDCENSELIOFS TATECAANo. C-21779NTHNYCRIS A F R EN.JU31,15LAW.IOISLANDDREX PATTERSON, R.A.TONY CRISAFI, R.A.7632 HERSCHEL AVENUETEL 858-459-9291LA JOLLA CA 92037FAX 858-456-0351DATE:DRAWN BY:PROJ. MGR.:JOB #:PLOT DATE AND TIMEARCHITECTSCopyright Island Architects2014ISSUE:4/6/2015 8:42:17 AMC:\Users\CNolan\Documents\Tierra Del Oro_central_CNolan.rvtBasement Level FloorPlan02/11/15A2.1Tierra Del Oro Residence5039 Tierra Del Oro, Carlsbad CA 9200802/11/15AuthorChecker32001st Bldg. SubmittalCDP14-05/AV 15-04/CDP 15-13 1/4" = 1'-0"1Basement LevelREVISIONS# DESCRIPTION DATE UPUPUPS.Y.S.B.7' - 6"S.Y.S.B.7' - 6"PROPERTY LINEPROPERTY LINEEXISTING PLANTER TO REMAINEXISTING WALL TO REMAINEXISTING TO REMAINEXISTING WALLS TO REMAINPLANTER (E.)GREENWALLA4.31UPPER LEVEL BALCONY STRINGLINE HABITABLE AREA STRINGLINE ROOF OVERHANG STRINGLINE STUDY18'-10" X 14'-4"STONEPANTRY4'-0" X 4'-5"WOODKITCHEN18'-4" x 19'-2"WOODPOWDER7'-2" x 6'-7"STONEBEDROOM 214'-9" x 13'-6"WOODLIVING19'-3" X 27'-0"STONEDINING19'-3" X 17'-0"STONEGARAGE25'-0" x 21'-8"CONCRETESECONDDWELLINGUNIT18'-4" x 17'-0"WOODEXISTINGGUEST BR9'-9" x 10'-7"WOODEX GUESTBATH9'-6" x 5'-7"TILEPORCH45' - 3"BALCONY12'-0" x 62'-9"STONEA4.111A5.1A4.21LINE OF EXISTING MAINLEVEL ENCLOSED AREALINE OF EXISTING MAIN LEVELDECK TO BE REMOVEDA4.41STORAGE37' - 9"BBQFPEXISTING DRIVEWAYLINE OF EXISTING GARAGE STRUCTUREBATHROOM 25'-6" x 11'-3"TILECLOSET4'-6" x 6'-0"WOOD37' - 9"37' - 9"LINEAR BURNERGAS FIREPLACEENTRYCOURTYARDWATERFEATURE (P.)COATREF/FRZFPELEV20' x 20' MINIMUM GARAGEALCOVE5'-0" x 8'-2"STONEEXISTING WALLS TO REMAINDNEXISTING WALLS TO REMAINEXISTING WALL TO REMAINPROPOSED PLANTER WALLSBENCHNEW WALL INCLUDED IN VARIANCE APPLICATIONDNFOYER24'-0" x 19'-0"WOODW/DSHELVESSHELVESSHELVESCLO.SHELVESCLO.CLO.OVENINWALL DSDSDSDSDSDSDSDSDSAREA TOTALS:MAIN DWELLINGLOWER LEVEL 3,275 SF MAIN LEVEL2,798 SFUPPER LEVEL 2,235 SFTOTAL8,308 SF2ND DWELLING UNIT 537 SFGENERAL NOTES:1. SPOT ELEVATIONS ARE ELEVATION ABOVE SEA LEVEL.TECRHI TC IALIFONRDCENSELIOFS TATECAANo. C-21779NTHNYCRIS A F R EN.JU31,15LAW.IOISLANDDREX PATTERSON, R.A.TONY CRISAFI, R.A.7632 HERSCHEL AVENUETEL 858-459-9291LA JOLLA CA 92037FAX 858-456-0351DATE:DRAWN BY:PROJ. MGR.:JOB #:PLOT DATE AND TIMEARCHITECTSCopyright Island Architects2014ISSUE:4/6/2015 8:42:21 AMC:\Users\CNolan\Documents\Tierra Del Oro_central_CNolan.rvtMain Level Floor Plan02/11/15A2.2Tierra Del Oro Residence5039 Tierra Del Oro, Carlsbad CA 9200802/11/15AuthorChecker32001st Bldg. Submittal 1/4" = 1'-0"1Main LevelCDP14-05/AV 15-04/CDP 15-13REVISIONS# DESCRIPTION DATE UPS.Y.S.B.7' - 6"PROPERTYLINESIDE YARDSETBACKS.Y.S.B.7' - 6"BEDROOM 315'-8" X 19'-6"WOODMASTERBEDROOM16'-5" X 25'-0"CARPETOPEN TO BELOWM.CLOSET14'-4" X 17'-0"WOODM.BATHROOM12'-0" X 19'-0"TILEWC #23'-10" X 5'-10"TILEWC #13'-10" X 5'-10"TILEM. BALCONY21'-0" X 10'-6"STONEBALCONY11'-6" x 10'-8"STONECOURTYARD BELOW45' - 3"48' - 2"A4.111A5.1A4.4145' - 3"STORAGE15'-7" X 8'-0"WOODMASTER ENTRY14'-0" X 7-8"WOODUPPER LEVEL BALCONY STRINGLINE HABITABLE AREA STRINGLINE ROOF OVERHANG STRINGLINE MECHANICAL8'-2" X 7'-0"TILEGREEN ROOF / PLANTER(NO ACCESS FROM UPPER LEVEL)LINE OF WALL BELOWSHOWER7'-8" x 5'-9"OPTIONAL WALL FORACCESSIBLE WCSKYLIGHT ABOVEELEV48' - 2"TUBUPDN36" TALL BUILT-INBENCHFLUEGREEN ROOF / PLANTEREXISTING SITE WALLS TO REMAINBBQ & HOOD BELOWLOUVER WALLSVENTILATION UNIT. PROVIDESNO ACCESS TO PLANTER45' - 3"LINE OF WALL BELOWFOYER23'-0" x 18'-8"WOODLINE OF ROOF ABOVESPA4'-6" x 5'-0"FLAT ROOF (NO ACCESSFROM UPPER LEVEL)FEATURE WINDOW. (NO OCCUPIABLEAREA INTRUDING INTO SIDYARD SETBACK)TUB4" COPPERGUTTERDSDSDSIN WALL DSSCUPPER TOPLANTERIN WALL DSTO SUB SURFACEDRAINAGEFLAT ROOFS L O P E T O D R A I N IN WALL DSTO SUB SURFACEDRAINAGEROOF DRAINTO IN WALL DS4" COPPER ROOFGUTTERIN WALL DSTO SUB SURFACEDRAINAGEIN WALL DSTO SUB SURFACEDRAINAGEDS TO GUTTER BELOWDS SCUPPERTO PLANTERIN WALL DSTO SUBSURFACEDRAINAGESLOPE TO DRAINCABCL 36'-0" X 5'-6"WOODBA 39'-0" X 12'-5"MOSAIC TILEAREA TOTALS:MAIN DWELLINGLOWER LEVEL 3,275 SF MAIN LEVEL2,798 SFUPPER LEVEL 2,235 SFTOTAL8,308 SF2ND DWELLING UNIT 537 SFGENERAL NOTES:1. SPOT ELEVATIONS ARE ELEVATION ABOVE SEA LEVEL.TECRHI TC IALIFONRDCENSELIOFS TATECAANo. C-21779NTHNYCRIS A F R EN.JU31,15LAW.IOISLANDDREX PATTERSON, R.A.TONY CRISAFI, R.A.7632 HERSCHEL AVENUETEL 858-459-9291LA JOLLA CA 92037FAX 858-456-0351DATE:DRAWN BY:PROJ. MGR.:JOB #:PLOT DATE AND TIMEARCHITECTSCopyright Island Architects2014ISSUE:4/6/2015 8:42:25 AMC:\Users\CNolan\Documents\Tierra Del Oro_central_CNolan.rvtUpper Level FloorPlan02/11/15A2.3Tierra Del Oro Residence5039 Tierra Del Oro, Carlsbad CA 9200802/11/15AuthorChecker32001st Bldg. Submittal 1/4" = 1'-0"1Upper LevelCDP14-05/AV 15-04/CDP 15-13REVISIONS# DESCRIPTION DATE UP1A5.1UPPER LEVEL BALCONY STRINGLINE HABITABLE AREA STRINGLINE ROOF OVERHANG STRINGLINE 3" / 12"3" / 12"3" / 12"55' - 4"PERMITTED INTRUSIONS INTO REQUIREDYARDS PER MUNICIPAL CODE 21.46.120FLAT ROOF56' - 2"55' - 1"PARAPET WALLSFLAT CLAY TILEROOFCHIMNEYRIDGER I D G E R ID G E SKYLIGHTSKYLIGHTBALCONY BELOWCLEAR10' - 0"CLEAR10' - 0"59' - 10"PARAPET WALL BELOWGREEN ROOF BELOWELEVATORHOUSINGRIDGERIDGELINE OF EXISTINGROOF OVERHANGTO BE REMOVEDFLAT ROOFBELOW47' - 3"60' - 2"COURTYARD BELOWPARAPET WALLBELOWMAIN LEVELBALCONY BELOWMASTERBALCONYENTRYCOURTYARDBELOWNEW WALL INCLUDEDIN VARIANCEMAX.2' - 0"PERMITTED INTRUSIONS INTO REQUIREDYARDS PER MUNICIPAL CODE 21.46.12037' - 9"TERRACE/PATH BELOWHATCH DENOTES POSSIBLEAREA FOR SOLARMAIN SOLAR ARRAY43' - 9"48' - 9"45' - 3"61' - 0 1/4"RIDGERIDGE IN WALL DSTO PLANTERBELOWIN WALL DSTO PLANTERBELOWCOPPER ROOFGUTTERIN WALL DSTO SUBSURFACEDRAINAGECOPPER ROOFGUTTERSEE DETAIL 3/A7.2ROOF DRAININ WALL DSTO SUB SURFACEDRAINAGEROOF DRAININ WALL DSDRAIN/SCUPPERTO ROOFBELOWIN WALL DSTO SUB SURFACEDRAINAGEIN WALL DSTO YARD BELOWIN WALL DSTO PLANTERBELOWIN WALL DSTO PLANTERBELOWLINE OF UPPERLEVEL FOOTPRINT4" COPPERGUTTER4" COPPER ROOFGUTTER3" / 12"3" / 12"61' - 0 1/4"57' - 8 3/4"3" / 12"3" / 12"4" / 12"4" / 12"4" / 12"4 " / 1 2 "4" / 12"4" / 12"51' - 10 1/2"SKYLIGHT57' - 8 3/4"4" / 12"4" / 12"4" / 12"4" / 12"4 " / 1 2 "4" / 12"4 " / 1 2 "50' - 4 3/4"CONCEALEDPARAPET GUTTERCONCEALEDPARAPET GUTTER4" / 12"33' - 1"33' - 1"2'-0"MAX37' - 9"GENERAL NOTES:1. SPOT ELEVATIONS ARE ELEVATION ABOVE SEA LEVEL.TECRHI TC IALIFONRDCENSELIOFS TATECAANo. C-21779NTHNYCRIS A F R EN.JU31,15LAW.IOISLANDDREX PATTERSON, R.A.TONY CRISAFI, R.A.7632 HERSCHEL AVENUETEL 858-459-9291LA JOLLA CA 92037FAX 858-456-0351DATE:DRAWN BY:PROJ. MGR.:JOB #:PLOT DATE AND TIMEARCHITECTSCopyright Island Architects2014ISSUE:4/6/2015 8:42:33 AMC:\Users\CNolan\Documents\Tierra Del Oro_central_CNolan.rvtRoof Plan03/27/15A2.4Tierra Del Oro Residence5039 Tierra Del Oro, Carlsbad CA 9200803/27/15AuthorChecker32001st Bldg. SubmittalCDP14-05/AV 15-04/CDP 15-13 1/4" = 1'-0"1Roof LevelREVISIONS# DESCRIPTION DATE Garage Level37' - 9"Upper Level45' - 3"Bedroom #3 Level48' - 2"Upper Level Plate54' - 4"Bedroom #3 Plate57' - 2"30' PITCHED ROOF HEIGHT LIMITSTUCCOFLAT CLAY TILE ROOFPROPOSED ANDEXISTING GRADEMETAL DOORSAND WINDOWSSTUCCO59' - 10"CHIMNEYHEIGHT60' - 2"FLAT CLAY TILE ROOFEXISTING RETAININGWALLS AT PROPORTYLINE TO REMAINRIDGE HEIGHTMAXIMUM HEIGHTABOVE SEA LEVELPROPOSED GATE TO COMPLYW/ CMC 21.204.100.C48' - 9"EXISTING RETAININGWALLS AT PROPORTYLINE TO REMAIN43' - 9"45' - 9"GATE AND WALLS INCLUDEDIN VARIANCE APPLICATIONMETAL WINDOWS51' - 8"61' - 0 1/4"50' - 11 1/4"51' - 10 1/2"TECRHI TC IALIFONRDCENSELIOFS TATECAANo. C-21779NTHNYCRIS A F R EN.JU31,15LAW.IOISLANDDREX PATTERSON, R.A.TONY CRISAFI, R.A.7632 HERSCHEL AVENUETEL 858-459-9291LA JOLLA CA 92037FAX 858-456-0351DATE:DRAWN BY:PROJ. MGR.:JOB #:PLOT DATE AND TIMEARCHITECTSCopyright Island Architects2014ISSUE:4/6/2015 8:42:51 AMC:\Users\CNolan\Documents\Tierra Del Oro_central_CNolan.rvtExterior Elevations02/11/15A4.1Tierra Del Oro Residence5039 Tierra Del Oro, Carlsbad CA 9200802/11/15AuthorChecker32001st Bldg. SubmittalCDP14-05/AV 15-04/CDP 15-13 1/4" = 1'-0"1EAST ELEVATIONREVISIONS# DESCRIPTION DATE Main Level33' - 1"Garage Level37' - 9"Existing BasementLevel23' - 10"Upper Level45' - 3"Basement Level22' - 0"Bedroom #3 Level48' - 2"Basement Landing27' - 3"Upper Level Plate54' - 4"Bedroom #3 Plate57' - 2"30' PITCHED ROOF HEIGHT LIMIT59' - 10"CHIMNEYHEIGHTSKYLIGHT42"H. GLASS GUARDRAILFLAT CLAY TILE ROOFMETAL DOORS AND WINDOWSRIDGE HEIGHTBEYONDSTUCCOSTUCCOPROPOSED ANDEXISTING GRADERIDGEHEIGHTRIDGEHEIGHTOPERABLE PANELWOOD LOUVERSPLANTER/GREEN ROOFPLANTER/GREEN ROOF61' - 0 1/4"51' - 10 1/2"50' - 4 3/4"57' - 8 3/4"TECRHI TC IALIFONRDCENSELIOFS TATECAANo. C-21779NTHNYCRIS A F R EN.JU31,15LAW.IOISLANDDREX PATTERSON, R.A.TONY CRISAFI, R.A.7632 HERSCHEL AVENUETEL 858-459-9291LA JOLLA CA 92037FAX 858-456-0351DATE:DRAWN BY:PROJ. MGR.:JOB #:PLOT DATE AND TIMEARCHITECTSCopyright Island Architects2014ISSUE:4/6/2015 8:43:18 AMC:\Users\CNolan\Documents\Tierra Del Oro_central_CNolan.rvtExterior Elevations02/11/15A4.2Tierra Del Oro Residence5039 Tierra Del Oro, Carlsbad CA 9200802/11/15AuthorChecker32001st Bldg. SubmittalCDP14-05/AV 15-04/CDP 15-13 1/4" = 1'-0"1SOUTH ELEVATIONREVISIONS# DESCRIPTION DATE Main Level33' - 1"Garage Level37' - 9"Existing BasementLevel23' - 10"BEACH LEVEL13' - 6"Upper Level45' - 3"Sea Level0' - 0"Basement Level22' - 0"Bedroom #3 Level48' - 2"Basement Landing27' - 3"Upper Level Plate54' - 4"Bedroom #3 Plate57' - 2"42"H. GLASS GUARDRAILRIDGE HEIGHTBEYOND60' - 2"ELEVATORHOUSING59' - 10"CH MNEYHEIGHT59' - 10"CH MNEYHEIGHTEXISTING RETAININGWALLS TO REMAINMETAL DOORSAND WINDOWSFLAT CLAY TILE ROOFFLAT CLAY TILE ROOFROOF & BUILDING BEYOND COMPLIES WITHHEIGHT L MITS. SEE NORTH OR SOUTH ELEVATION.STUCCOGRADE @ BUILDING FACELINE OF EXISTING WIND SCREEN BEYONDPool Depth18' - 4"WOOD LOUVERS61' - 0 1/4"57' - 8 3/4"TECRHI TC IALIFONRDCENSELIOFS TATECAANo. C-21779NTHNYCRIS A F R EN.JU31,15LAW.IOISLANDDREX PATTERSON, R.A.TONY CRISAFI, R.A.7632 HERSCHEL AVENUETEL 858-459-9291LA JOLLA CA 92037FAX 858-456-0351DATE:DRAWN BY:PROJ. MGR.:JOB #:PLOT DATE AND TIMEARCHITECTSCopyright Island Architects2014ISSUE:4/6/2015 8:43:43 AMC:\Users\CNolan\Documents\Tierra Del Oro_central_CNolan.rvtExterior Elevations02/11/15A4.3Tierra Del Oro Residence5039 Tierra Del Oro, Carlsbad CA 9200802/11/15AuthorChecker32001st Bldg. Submittal 1/4" = 1'-0"1WEST ELEVATIONREVISIONS# DESCRIPTION DATECDP14-05/AV 15-04/CDP 15-13 Main Level33' - 1"Garage Level37' - 9"Existing BasementLevel23' - 10"Upper Level45' - 3"Basement Level22' - 0"Bedroom #3 Level48' - 2"Basement Landing27' - 3"Upper Level Plate54' - 4"Bedroom #3 Plate57' - 2"30' PITCHED ROOF HEIGHT LIMIT24' FLAT ROOF HEIGHT LIMITLINE OF FLAT ROOF BEYOND59' - 10"59' - 10"CH MNEYHEIGHTCHIMNEYHEIGHTCH MNEY PROTRUSION ABOVE HEIGHT LIMITPER MUNICIPAL CODE SECTION: 21.46.020EXISTING GRADELOUVERSKYLIGHTRIDGEHEIGHTSTUCCO+42"H. GLASS GUARDRAILRIDGEHEIGHT+42"H. GLASS GUARDRAILFLAT CLAY TILE ROOFSTUCCOFLAT CLAY TILE ROOFARCHITECTURAL FEATURE: PROTRUSION ABOVE HEIGHT L MITPER MUNICIPAL CODE SECTION: 21.46.020PROPOSED GRADEPLANTER/GREEN ROOF61' - 0 1/4"MAX BUILDING HEIGHT29' - 4 3/4"57' - 8 3/4"TECRHI TC IALIFONRDCENSELIOFS TATECAANo. C-21779NTHNYCRIS A F R EN.JU31,15LAW.IOISLANDDREX PATTERSON, R.A.TONY CRISAFI, R.A.7632 HERSCHEL AVENUETEL 858-459-9291LA JOLLA CA 92037FAX 858-456-0351DATE:DRAWN BY:PROJ. MGR.:JOB #:PLOT DATE AND TIMEARCHITECTSCopyright Island Architects2014ISSUE:4/6/2015 8:44:06 AMC:\Users\CNolan\Documents\Tierra Del Oro_central_CNolan.rvtExterior Elevations02/11/15A4.4Tierra Del Oro Residence5039 Tierra Del Oro, Carlsbad CA 9200802/11/15AuthorChecker32001st Bldg. Submittal 1/4" = 1'-0"1NORTH ELEVATIONREVISIONS# DESCRIPTION DATECDP14-05/AV 15-04/CDP 15-13 Main Level33' - 1"Garage Level37' - 9"BEACH LEVEL13' - 6"Upper Level45' - 3"Sea Level0' - 0"Basement Level22' - 0"Bedroom #3 Level48' - 2"Basement Landing27' - 3"Upper Level Plate54' - 4"Bedroom #3 Plate57' - 2"M. BALCONYLIVINGGARAGEAPPROXIMATEEXTENT OF RIPRAP AREACOASTAL PERMIT79-049669PROPOSED POOL3'-5' DEEPMASTERBEDROOMAPPROXIMATEGRADE LINEPool Depth18' - 4"22' - 4"PROP. POOL COPING21' - 10"PROP. WATER LVL2" x 6" @ 16" O.C.PITCH 3:12 TYP.TECRHI TC IALIFONRDCENSELIOFS TATECAANo. C-21779NTHNYCRIS A F R EN.JU31,15LAW.IOISLANDDREX PATTERSON, R.A.TONY CRISAFI, R.A.7632 HERSCHEL AVENUETEL 858-459-9291LA JOLLA CA 92037FAX 858-456-0351DATE:DRAWN BY:PROJ. MGR.:JOB #:PLOT DATE AND TIMEARCHITECTSCopyright Island Architects2014ISSUE:4/6/2015 8:44:07 AMC:\Users\CNolan\Documents\Tierra Del Oro_central_CNolan.rvtBuilding Sections02/11/15A5.1Tierra Del Oro Residence5039 Tierra Del Oro, Carlsbad CA 9200802/11/15AuthorChecker32001st Bldg. SubmittalCDP14-05/AV 15-04/CDP 15-13 1/8" = 1'-0"1Building SectionREVISIONS# DESCRIPTION DATE