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HomeMy WebLinkAboutPRE 2025-0030; 2479 OCEAN ST; Admin Decision Letter Community Development Department Planning Division 1635 Faraday Avenue  Carlsbad, CA 92008-7314  442-339-2600 VIA EMAIL AND MAIL July 9, 2025 Scott Estacion 1739 Old Mill Rd. Encinitas, CA 92024 SUBJECT: PRE 2025-0030 (DEV2025-0035) – 2479 OCEAN ST APN: 203-021-04-00 Thank you for submitting a preliminary review application for residential improvements proposed at 2479 Ocean Street, assessor’s parcel number (APN) 203-021-04-00. The project site, an approximately 10,121- square-foot (0.23 acre) lot, is currently developed with 30-foot-tall, two-story, 5,588-square-foot single family dwelling with a 506-square-foot attached garage, a 485-square-foot attached garage, upper and lower-level attached decks and pool and spa. The single-family dwelling and associated accessory structures were permitted under Coastal Development Permit CDP 99-04, pursuant to Planning Commission Resolution Number 4566 on June 2, 1999. The project site is located within the Coastal Commission’s appealable area of the Coastal Zone. The proposal includes the following: - Demolish the existing curved patio wall and planter on the lower level - Demolish existing entry architectural feature, gate and steps at the front courtyard entrance - Refinish and re-grade the existing lower and upper-level balcony surface with new waterproofing - Replace existing glass balcony railing on lower and upper-level balconies with a new 42"-high structural glass railing - Extend existing upper-level balcony 84 square feet - Demolish existing architectural corbel and arch features - New windows and doors - Interior remodel - New architectural trim to rear and front of the structure - New stucco In response to your application, the Planning Division has prepared this comment letter. Please note that the purpose of a preliminary review is to provide you with direction and comments on the overall concept of your project. This preliminary review does not represent an in-depth analysis of your project. It is intended to give you feedback on critical issues based upon the information provided in your submittal. This review is based upon the plans, policies, and standards in effect as of the date of this review. Please be aware that at the time of a formal application submittal, new plans, policies, and standards may be in effect and additional issues of concern may be raised through a more specific and detailed review. {city of Carlsbad PRE 2025-0030 (DEV2025-0035) – 2479 OCEAN ST July 9, 2025 Page 2 Community Development Department Planning Division 1635 Faraday Avenue  Carlsbad, CA 92008-7314  442-339-2600 Planning: General 1. General Plan and zoning designations for the property are as follows: a. General Plan: R-15, Residential; 8-15 dwelling units per acre. b. Zoning: R-3, Multiple-Family Residential c. Coastal Zone: The project site is located within the Coastal Zone and is subject to the Mello II Segment of the Local Coastal Program (LCP). The LCP Land Use and Zoning are consistent with the City’s General Plan Land Use and Zoning for the site. The property is located within the California Coastal Commission’s Appeals Jurisdiction. Early discussion with Coastal Commission staff is highly recommended. d. Overlay Zones. The project is located within the Beach Area and Coastal Shoreline Development Overlay Zones (Carlsbad Municipal Code Chapters 21.82 and 21.204) 2. The project requires the following permits: a. Minor Coastal Development Permit (Minor CDP) or Coastal Development Permit (CDP). Development with a building valuation less than $60,000 qualify for a Minor CDP, while developments costing $60,000 or more qualify for a Coastal Development Permit. The City Planner shall make the final determination regarding a project’s cost of development. The primary basis for determining the cost of development will be the application of dollar costs per square foot for different types of residential construction. These costs are set by the International Conference of Building Officials (ICBO) and are applied throughout San Diego County. For more information on determining the cost of construction please see the Project Valuation Form (B-29). Please complete the information on Form P-6, Minor Coastal Development Permit/Single Family Residential Application to assist in the determination of this project’s cost of development (Contractor proposals may also be submitted for consideration by the City Planner). Please refer to the current fee schedule for the appropriate $/square foot fee rate. The decision-making authority for a Minor CDP is the City Planner. The decision-making authority for a CDP is the Planning Commission. b. Building Permit c. Grading Permit 3. New requirements related to the city’s goals to reduce greenhouse gas (GHG) emissions will likely impact development requirements of this project. A formal application submittal will need to include a completed Climate Action Plan Checklist (Form P-30) to determine what requirements will apply to the project. New GHG reduction requirements are related to energy efficiency, photovoltaic, electric PRE 2025-0030 (DEV2025-0035) – 2479 OCEAN ST July 9, 2025 Page 3 Community Development Department Planning Division 1635 Faraday Avenue  Carlsbad, CA 92008-7314  442-339-2600 vehicle charging, water heating and traffic demand management requirements, as set forth in the California Green Building Standards Code and in Carlsbad Municipal Code Chapters 18.21, 18.30 and 18.51 which is available on the city’s website at the following address: http://www.qcode.us/codes/carlsbad/view.php?topic=18&frames=on To the extent that new GHG reduction requirements are in effect at the time of application for grading or building permits, the project will be required to comply with the effective requirements even if different than what is proposed in the project’s planning approvals. GHG reduction requirements may impact, but are not limited to, site design and local building code requirements. If incorporating new GHG reduction requirements results in substantial modifications to the project after planning approvals are obtained, then prior to issuance of grading or building permits, the applicant may be required to submit and receive approval of a Consistency Determination or an Amendment application for the project through the Planning Division. 4. Setbacks: Pursuant to CMC Section 21.16.040 and 21.16.050XX, the standard setbacks for the property are as follows: a. Front Yard: 20 feet. The variance granted on the property (V 90) allows for a reduction of the front yard setback from 20 feet to 15 feet. The plans provided for the preliminary review show the existing residence 20 feet from the front yard setback. Please verify the existing residence location and update as necessary. b. Side Yard: 10% of the lot width (7.5’) c. Rear Year: 2 times the required side yard setback (15’) (refer to comment 5 for stringline setback requirements along the rear of the property) d. Permitted Intrusions: Those items listed in CMC Section 21.46.120 are allowed to encroach into the setbacks a maximum of 2 feet. Please label and dimension any proposed intrusion into the setbacks. 5. Coastal Stringline. Pursuant to the Coastal Shoreline Development Overlay Zone (CMC Chapter 21.204), no enclosed portions of a structure shall be permitted further seaward than those allowed by a line drawn between the adjacent structures to the north and south; and no decks or other appurtenances shall also be permitted further seaward than those allowed by a separate line drawn between those on the adjacent structures to the north and south. Planning staff has the following comments regarding the proposed improvements: a. As the property to the north does not contain a deck, the stringline shall be taken from the nearest corner of the adjacent house, as shown correctly on the plans provided. b. Please show the outline of the seaward deck on the property to the south and ensure the stringline is drawn from the deck. c. Provide an additional stringline for patios and pools. See the attached exhibits from the original Coastal Development Pemit approval for an example. 6. Technical Studies/Exhibits. A formal submittal of this project shall include the following technical studies/exhibits: PRE 2025-0030 (DEV2025-0035) – 2479 OCEAN ST July 9, 2025 Page 4 Community Development Department Planning Division 1635 Faraday Avenue  Carlsbad, CA 92008-7314  442-339-2600 a. Geotechnical Report: In addition to the standard requirements for a preliminary geotechnical/soils report, please ensure you address the specific criteria under the Coastal Resources Protection Overlay Zone (CMC Chapter 21.203) and Coastal Shoreline Development Overlay Zone (CMC Section 21.204.110). Specifically, if the site is within 500 feet of areas identified in the PRC Toups report (Figure 8) as having La Jolla group soils or landslide-prone areas, a detailed geologic report is required. Also, for development in liquefaction-prone areas, site-specific investigations and mitigation measures are needed, as outlined in CMC Section 21.203.040.D. b. Paleontological and Archaeological Report. The project is proposed in an area of the city known to have a high sensitivity as it relates to archeological and paleontological resources. If any grading, excavation, or ground disturbance is proposed, provide an archeological and paleontological survey. If any is proposed, the project will be conditioned to have qualified monitors on site during the grading, excavation, or ground disturbance. All necessary application forms, submittal requirements, and fee information are available at the Planning counter located in the Faraday Building at 1635 Faraday Avenue or online at https://www.carlsbadca.gov/departments/community-development/planning. You may also access the General Plan Land Use Element and the Zoning Ordinance online at the website address shown. Please review all information carefully before submitting. Land Development Engineering: 1. Complete a Stormwater Standards Questionnaire Form E-34. This questionnaire will guide you and the city in determining what type of reports and storm water mitigation must be completed to satisfy state and City storm water quality requirements. The questionnaire is located on the City of Carlsbad website. 2. Based on a preliminary analysis it appears that this project will be a Standard Project. Complete the Standard Project Requirement Checklist, Form E-36, and show all source and site design BMPs on the conceptual grading and drainage plans. 3. Provide a Preliminary Title Report (current within the last six (6) months). 4. Annotate and delineate all existing easements and encumbrances listed in the Preliminary Title Report on the site plan. If any vacations or quitclaims are planned with this development annotate on the site plan. 5. Delineate and annotate approximate topographic contours for existing and proposed condition. Provide 1-foot contours for slopes less than 5%; 2’ intervals for slopes between 5% and 10%, and 5’ intervals for slopes over 10%. Extend contours a minimum 25 feet beyond the project boundary. 6. On the site plan, show and identify all existing surface improvements screened back (curb, gutter, sidewalk, paving, manholes, inlets, street lights, adjacent driveways, vaults, transformers, etc.) at the project site, project frontage and within 25 feet of the boundary. PRE 2025-0030 (DEV2025-0035) – 2479 OCEAN ST July 9, 2025 Page 5 Community Development Department Planning Division 1635 Faraday Avenue  Carlsbad, CA 92008-7314  442-339-2600 7. Delineate location of all existing and proposed buildings, walls, fences and permanent structures onsite and within 25 feet of the site. 8. The project frontage has been identified in the city’s inventory as a vacant planting site. Coordinate with the parks and recreation department for planting requirements per Section 11.12 of the Carlsbad Municipal Code for additional information. 9. Show existing lot line bearing and distance. 10. Show all existing utilities and callout size for: water, sewer, storm drain, underground dry utilities, overhead lines, traffic signals, streetlights in Ocean Street and laterals affecting the property. 11. Address the comments on the attached redlined plan. 12. Please be advised that a more in-depth review of the proposed development will occur with the discretionary permit application when a more complete design of the project is provided. Fire & Life Safety: No comments. PRE 2025-0030 (DEV2025-0035) – 2479 OCEAN ST July 9, 2025 Page 6 Community Development Department Planning Division 1635 Faraday Avenue  Carlsbad, CA 92008-7314  442-339-2600 Building: No comments. If you would like to schedule a meeting to discuss this letter with the commenting departments, please contact Lauren Yzaguirre at the number below. You may also contact each department individually as follows: •Planning: Lauren Yzaguirre, Senior Planner, at (442) 339-2634 •Land Development Engineering: Jose Sanchez, Project Engineer, at (442) 339-5486 •Fire & Life Safety: Darcy Davidson, Division Chief/Fire Marshal, at (442) 339-2662 •Building Division: Shawn Huff, Building Official, at (442) 339-5338 Sincerely, ERIC LARDY, AICP City Planner EL:LY:cf Attachments: -LDE Redline Plans c: Michael Day, 2479 Ocean St, Carlsbad, CA 92008 Jose Sanchez, Project Engineer Fire & Life Safety Laserfiche/File Copy Data Entry PROJECT ADDRESS 2479 OCEAN ST CARLSBAD, CA 92008 CS1 VMAPSEE VICINITY MAP THIS SHEET PROJECT ADDRESS 2479 OCEAN ST CARLSBAD, CA 92008 PACIFIC OCEAN O C E A N S T P A C IF I C A V E G A R F I E L D S T CYPRESS AVE CA R L S B A D B L V D N O R M A N D Y L N ARMY AND NAVY ACADEMY OCEAN ST R U E D E S C H A T E A U X G A R FI E L D S T FOR CITY STAMPS JOB NAME: ISSUE DATE: PLOT SCALE (ON 24x36): DRAWN BY: SHEET TITLE: SHEET NO: OF SHEETS 5/22/2025 PRELIM REVIEW REVISIONS 17 3 9 O L D M I L L R D / E N C I N I T A S , C A 9 2 0 2 4 TE L : 6 1 9 -97 1 -02 9 2 / E M A I L : M A T T H E W . S P A R K D E S I G N @ G M A I L . C O M SP A R K D E S I G N & M I L L W O R K I N C . 1" = 160'-0" CS1 19 COVER SHEET SE 5/22/2025 DAY RE S I D E N T I A L R E M O D E L F O R : 24 7 9 O C E A N S T R E E T CA R L S B A D , C A 9 2 0 0 8 DA Y R E S I D E N C E 1 SCOPE OF WORK CS1 COVER SHEET SP1 SITE PLAN D1 EXISTING / DEMO FRONT & REAR YARDS D2 EXISTING / DEMO UPPER LEVEL FLOOR PLAN D3 EXISTING / DEMO LOWER LEVEL FLOOR PLAN D4 EXISTING / DEMO ROOF PLAN D5 EXISTING / DEMO EXTERIOR ELEVATION D6 EXISTING / DEMO EXTERIOR ELEVATION D7 EXISTING / DEMO EXTERIOR ELEVATION D8 EXISTING / DEMO EXTERIOR ELEVATION A1 PROPOSED FRONT & REAR YARDS A2 PROPOSED UPPER LEVEL FLOOR PLAN A3 PROPOSED LOWER LEVEL FLOOR PLAN A4 (NOT USED) A5 PROPOSED EXTERIOR ELEVATION A6 PROPOSED EXTERIOR ELEVATION A7 PROPOSED EXTERIOR ELEVATION A8 PROPOSED EXTERIOR ELEVATION A9 DOOR SCHEDULE A10 WINDOW SCHEDULE TOTAL SHEETS: 20 VICINITY MAP (NOT TO SCALE) SHEET INDEX • REFINISH ALL EXTERIOR OF BUILDING W/ NEW STUCCO FINISH TO REPLACE EXISTING FAILING STUCCO FINISH. • RECONFIGURE MAIN ENTRY ON EAST SIDE (FRONT) OF BUILDING WITH NEW STEPS, ENTRY DOOR AND WINDOWS. • PROPOSED NEW WATER FOUNTAIN AND POND AT ENTRY. • REMOVE EXISTING ARCHES & CORBELS AT GARAGE DOORS, ADD ARCHITECTURAL BUILD-OUTS ADJACENT GARAGE DOORS TO FLUSH THE OVERHEAD WALL SURFACES SUPPORTING ROOF. • ADD NEW PERMEABLE PAVING AREAS TO EXISTING DRIVEWAYS. • REMOVE, REPLACE AND RECONFIGURE EXTERIOR DOORS AND WINDOWS ON WEST SIDE (REAR) OF BUILDING. • REMOVE EXISTING ARCHES & CORBELS AT WEST SIDE (REAR) OF BUILDING, • ADD A FULL HEIGHT ARCHITECTURAL BUILD-OUT AT NORTHWEST CORNER FROM LOWER DECK TO FLUSH AND JOIN THE WALL OVERHANG SURFACE SUPPORTING ROOF. • ADD AN ADDITIONAL ARCHITECTURAL BUILD-OUT AT LOWER LEVEL TO PROVIDE PRIVACY TO MASTER BEDROOM FROM THE COMMON LOWER PATIO AREA. • REPLACE ALL EXISTING REAR EXTERIOR PATIO & BALCONY RAILINGS WITH NEW STRUCTURAL GLASS RAILINGS. • SQUARE OUT AND EXPAND EXISTING LOWER PATIO (APPROX 84 SF ADDITIONAL LOWER PATIO AREA). • REFINISH AND REPAIR ALL EXISTING PATIO AND BALCONY WATERPROOFING SURFACES. • • PROJECT PROPOSES NO CHANGES TO EXISTING HABITABLE FLOOR AREA OR GARAGE AREAS • NO CHANGE TO EXISTING BUILDING FOOTPRINT, NO GRADING PROPOSED • PROJECT DATA APPLICABLE CODES: ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE REQUIREMENTS OF THESE CODES AND ALL APPLICABLE LOCAL ORDINANCES. THE GOVERNING CODES ARE: 2022 CALIFORNIA BUILDING CODE (CBC) AND/OR CALIFORNIA RESIDENTIAL CODE (CRC) 2022 CALIFORNIA ELECTRICAL CODE (CEC) 2022 CALIFORNIA MECHANICAL CODE (CMC) 2022 CALIFORNIA PLUMBING CODE (CPC) 2022 CALIFORNIA FIRE CODE (CFC) 2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS (CBEES) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) PROJECT DIRECTORY PROJECT ADDRESS: 2479 OCEAN ST CARLSBAD, CA 92008 OWNER: MICHAEL DAY 2479 OCEAN ST CARLSBAD, CA 92008 DESIGNER: SPARK DESIGN & MILLWORK 1739 OLD MILL RD ENCINITAS, CA 92024 TEL: (619) 971-0292 CONTACT: MATTHEW BERGMAN GENERAL CONTRACTOR: DREAM BUILDERS 36180 LIPIZZAN LANE WILDOMAR, CA 92595 TEL: (760) 213-4055 CONTACT: CLAYTON CLARKE GENERAL NOTES, CONT'D IT IS UNDERSTOOD PLANS FOR THIS PROJECT HAVE, AT THIS TIME, BEEN REVIEWED FOR COMPLIANCE WITH ALL APPLICABLE STATE, COUNTY AND CITY REGULATIONS, AND THAT THE PROJECT AS A WHOLE HAS BEEN APPROVED BY THE AUTHORITY HAVING JURISDICTION WITH THE EXCEPTION OF THE DEFERRED ITEMS LIST. I/WE UNDERSTAND THAT I/WE WILL NOT BE AUTHORIZED ANY INSPECTION OF THE DEFERRED ITEMS PROPOSED PRIOR TO THE SUBMITTAL AND APPROVAL OF PLANS AND/OR CALCULATIONS FOR THOSE DEFERRED ITEMS. COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIRE EXTINGUISHING SYSTEMS, INCLUDING AUTOMATIC SPRINKLER AND STANDPIPE SYSTEMS AND OTHER SPECIAL FIRE EXTINGUISHING SYSTEMS AND RELATED APPURTENANCES SHALL BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. CFC 901.2. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS SHALL BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. CFC 907.1.1 LOCATIONS AND CLASSIFICATION OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH CFC 906 AND CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19. DURING CONSTRUCTION AT LEAST ONE FIRE EXTINGUISHER AT EACH FLOOR LEVEL AT EACH STAIRWAY, IN ALL STORAGE AND CONSTRUCTION SHEDS, IN ALL LOCATIONS WHERE FLAMMABLE OR COMBUSTIBLE MATERIALS ARE STORED OR USED, AND WHERE OTHER SPECIAL HAZARDS ARE PRESENT PER CFC SECTION 3315.1 DUMPSTER AND TRASH CONTAINERS EXCEEDING 1.5 CUBIC YARDS SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS, OR COMBUSTIBLE ROOF EAVE LINES UNLESS PROTECTED BY AN APPROVED SPRINKLER SYSTEM OR LOCATED IN A TYPE 1 OR 11A STRUCTURE SEPARATED BY 10 FEET FROM SIMILARLY PROTECTED OR SEPARATED. CFC 304.3 EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE CABINETS, FIRE EXTINGUISHER LOCATIONS, AND STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED BY CURTAINS, MIRRORS, OR OTHER DECORATIVE MATERIAL. OPEN FLAMES, FIRE, AND BURNING ON ALL PREMISES IS PROHIBITED EXCEPT AS SPECIFICALLY PERMITTED BY THE AUTHORITY HAVING JURISDICTION AND CFC 308. THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS PERMITTED IN ANY EGRESS PATHS. 2479 OCEAN ST, EXT. REFINISH & REPAIR GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CODES LISTED UNDER THE PROJECT DATA HEADING ON THIS SHEET. IT SHALL BE THE CONTRACTOR'S AND HIS EMPLOYEE'S RESPONSIBILITY TO BE FAMILIAR WITH ALL CODES AND ORDINANCES OF CITY, COUNTY, AND/OR STATE, AS REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT. WHERE ANY CONFLICTS OCCUR BETWEEN FEDERAL, STATE AND LOCAL LAWS, CODES, ORDINANCES, AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN. 2. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO STRUCTURE, MECHANICAL, PLUMBING,ELECTRICAL, EQUIPMENT, AND ALL OTHER EXISTING SYSTEMS; AND MAKE NECESSARY PROVISIONS TO MAINTAIN THE INTEGRITY OF SAID SYSTEMS PRIOR TO THE COMMENCEMENT OF DEMOLITION, IF ANY. ALL POSSIBLE CARE SHALL BE EXERCISED BY THE CONTRACTOR TO INSURE THAT ANY SAID UTILITY WILL NOT BE THE CAUSE OF ENDANGERMENT TO THE LIFE OR HEALTH OF ANY PERSON. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF ANY MECHANICAL, PLUMBING, ELECTRICAL OR SYSTEMS CONSTRUCTION. ANY DISCREPANCIES BETWEEN OR WITHIN THE ARCHITECTURAL AND CONSULTING ENGINEER'S DRAWINGS SHALL BE BROUGHT TO THE PROJECT DESIGNER'S ATTENTION FOR CLARIFICATION BEFORE COMMENCING WITH THE WORK. ANY CONSTRUCTION INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE, AND AT NO EXPENSE TO THE OWNER OR PROJECT DESIGNER. 4. VERIFICATIONS SHALL BE MADE FROM AVAILABLE SOURCES TO THE CONTRACTOR, SUCH AS BUT NOT LIMITED TO, UTILITY COMPANIES, PLANS OF EXISTING BUILDINGS, CONTRACT DOCUMENTS, THE OWNER, SITE INVESTIGATION REPORTS, ETC. IN NO WAY SHALL ANY DOCUMENTATION RECEIVED BY THE CONTRACTOR RELIEVE HIM OF THE RESPONSIBILITY OF PERFORMING HIS OWN FIELD INVESTIGATION. 5. DRAWINGS HAVE DETAILED IN COMPLIANCE WITH U.L. LISTING REQUIREMENTS AND I.C.B.O. REPORTS FOR THE MATERIALS SPECIFIED. IF AN ALTERNATE OR SUBSTITUTED MATERIAL IS ACCEPTED AS AN EQUAL BY THE GENERAL CONTRACTOR, HE WILL ASSUME THE RESPONSIBILITY FOR WHATEVER CONSTRUCTION MODIFICATION AND/OR ADDITIONAL COSTS ARE REQUIRED BY REASON OF THIS ACCEPTANCE. 6. PRIOR TO DELIVERY OF MATERIALS TO THE CONSTRUCTION ZONE AND REMOVAL OF WASTE FROM THE SITE, THE CONTRACTOR SHALL CHECK WITH THE OWNER FOR AN ACCEPTABLE ACCESS ROUTE AND TIME. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR, HIS SUBCONTRACTORS, OR ANY OF THEIR EMPLOYEES USE ANY AREA OUTSIDE THE CONSTRUCTION ZONE WITHOUT PRIOR CLEARANCE FROM THE OWNER. ALL TRASH SHALL BE REMOVED DAILY. 7. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS, SERVICES, AND POINTS OF CONNECTION PRIOR TO START OF WORK. 8. THE DESIGN ADEQUACY, SAFETY, AND ERECTION OF BRACING, SHORING, SCAFFOLDING, AND TEMPORARY SUPPORTS AND RESTRAINTS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 9. CONTRACTOR SHALL NOTIFY THE OWNER OF TIMES WHEN THE CONSTRUCTION NOISE WILL BE EXCESSIVE. CONTRACTOR SHALL RESCHEDULE SUCH WORK IF SO REQUIRED BY THE OWNER. 10. ABBREVIATIONS THROUGHOUT THE DOCUMENTS ARE THOSE IN COMMON USE. THE PROJECT DESIGNER WILL DEFINE THE INTENT OF ANY IN QUESTION. 11. ALL DRAWINGS, THOUGH NOTED TO SCALE, ARE FOR ILLUSTRATION ONLY. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL NOT SCALE THE DRAWINGS. ITEMS WRONGLY LOCATED BY DRAWING SCALING SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 12. NOTICE TO THE APPLICANT / OWNERS AGENT / ARCHITECT OR ENGINEER OF RECORD: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION / INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 13. NOTICE TO THE CONTRACTOR / BUILDER / INSTALLER / SUB-CONTRACTOR / OWNER-BUILDER: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION / INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION FOR SPECIAL INSPECTIONS AND AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. GREEN BUILDING NOTES 1. A MINIMUM OF 65% OF CONSTRUCTION WASTE IS TO BE RECYCLED. 2. CONTRACTOR SHALL SUBMIT A CONSTRUCTION WASTER MANAGEMENT PLAN TO THE JURISDICTION AGENCY THAT REGULATES WASTER MANAGEMENT. 3. VOC'S MUST COMPLY WITH THE LIMITATIONS LISTED IN SECTION 4.504.3 AND TABLES 4.504.3 AND 4.504.5 FOR ADHESIVES, PAINTS AND COATINGS, CARPET AND COMPOSITION WOOD PRODUCTS. 4. CONCRETE SLABS WILL BE PROVIDED WITH A CAPILLARY BREAK. 5. MOISTURE CONTENT OF WOOD SHALL NOT EXCEED 19% BEFORE IT IS ENCLOSED IN CONSTRUCTION. THE MOISTURE CONTENT NEEDS TO BE CERTIFIED BY ONE OF THREE METHODS SPECIFIED IN SECTION 4.504.3. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHOULD NOT BE USED IN CONSTRUCTION. THE MOISTURE CONTENT MUST BE DETERMINED BY THE CONTRACTOR BY ONE OF THE METHODS LISTED IN CGC 4.505.3 6. BATHROOM FANS SHALL BE ENERGY STAR RATED, VENTED DIRECTLY TO THE OUTSIDE, AND CONTROLLED BY HUMIDISTAT PER CGC 4.506.1 7. PRIOR TO FINAL INSPECTION, THE LICENSED CONTRACTOR, ARCHITECT, OR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST PROVIDE TO THE BUILDING DEPARTMENT OFFICIAL WRITTEN VERIFICATION THAT ALL APPLICABLE PROVISIONS FROM THE GREEN BUILDING STANDARDS CODE HAVE BEEN IMPLEMENTED AS PART OF THE CONSTRUCTION. PLUMBING NOTES 1. ALL PLUMBING FIXTURES AND FITTINGS SHALL BE WATER CONSERVING AND COMPLY WITH THE CPC SECTIONS 407 -412. 2. PROVIDE LAVATORY FAUCETS WITH A MAXIMUM FLOW OF 1.2 GPM 3. PROVIDE KITCHEN FAUCETS WITH A MAXIMUM FLOW OF 1.8 GPM 4. PROVIDE SHOWER HEADS WITH A MAXIMUM FLOW OF 1.8 GPM 5. PROVIDE WATER CLOSET WITH A MAXIMUM FLOW OF 1.28 GPM 6. THE CONTROL VALVES IN SHOWERS, TUB/SHOWERS, BATHTUBS, AND BIDETS MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES 7. PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL BE INSTALLED IN ACCORDANCE WITH CALIFORNIA PLUMBING CODE (CPC). NOTE: FOR ADDITIONS OR IMPROVEMENTS TO A RESIDENCE BUILT BEFORE 1994, EXISTING 'NON-COMPLIANT' FIXTURES (TOILETS THAT USE MORE THAN 1.6 GALLONS OF WATER PER FLUSH, URINALS THAT USE MORE THAN ONE GALLON OF WATER PER FLUSH, SHOWERHEADS THAT HAVE A FLOW CAPACITY OF MORE THAN 2.5 GALLONS OF WATER PER MINUTE, AND INTERIOR FAUCETS THAT EMIT MORE THAN 2.2 GALLONS OF WATER PER MINUTE) SHALL BE REPLACED. CERTIFICATION OF COMPLIANCE SHALL BE GIVEN TO THE BUILDING INSPECTOR PRIOR TO FINAL APPROVAL. CALIFORNIA SF407 CA T-24 LIGHTING REQUIREMENTS 1. KITCHEN : ALL THE INSTALLED WATTAGE OF LUMINARIES IN KITCHEN SHALL BE HIGH EFFICACY AND SHALL HAVE A MANUAL ON/OFF IN ADDITION TO A VACANCY SENSOR OR DIMMER. UNDER CABINET LIGHTING SHALL BE SWITCHED SEPARATELY. 2. LIGHTING IN GARAGE, LAUNDRY ROOMS AND UTILITY ROOMS : ALL LUMINARIES SHALL BE HIGH EFFICACY AND AT LEAST ONE LUMINARIES IN EACH OF THESE SPACES SHALL BE CONTROLLED BY A VACANCY. 3. OTHER ROOMS : ALL LUMINARIES SHALL BE HIGH EFFICACY AND SHALL HAVE A MANUAL ON / OFF IN ADDITION TO A VACANCY SENSOR OR DIMMER. 4. OUTDOOR LIGHTING : ALL LUMINARIES MOUNTED TO THE BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINARIES AND MUST BE CONTROLLED BY A MANUAL ON AND OFF SWITCH, AND CONTROLLED BY ONE OF THESE AUTOMATIC CONTROL TYPES: PHOTO CONTROL AND A MOTION SENSOR, OR ASTRONOMICAL TIME CLOCK, OR ENERGY MANAGEMENT CONTROL SYSTEM.(EMCS) 5. ALL LUMINARIES SHALL BE HIGH EFFICACY AND SHALL HAVE A MANUAL ON/OFF IN ADDITION TO A VACANCY SENSOR OR DIMMER. FIRE NOTES 1. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL CONFORM TO CHAPTER CFC 33. WELDING, CUTTING, AND OTHER HOT WORK SHALL BE IN CONFORMANCE WITH CFC CHAPTER 35. 2. WALL, FLOOR AND CEILING FINISHES SHALL NOT EXCEED THE INTERIOR FINISH CLASSIFICATION IN CBC TABLE 803.9 AND SHALL MEET THE FLAME PROPAGATION PERFORMANCE REGULATION OF THE CALIFORNIA CODE OF REGULATIONS. TITLE 19 DIVISION 1. DECORATIVE MATERIALS SHALL BE PROPERLY TREATED BY A PRODUCT OR PROCESS APPROVED BY THE STATE FIRE MARSHAL WITH APPROPRIATE DOCUMENTATION PROVIDED TO THE CITY OF ENCINITAS. 3. ADDRESS IDENTIFICATION SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A LOCATION THAT IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. WHERE ACCESS IS BY WAY OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, AN APPROPRIATE SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. 4. KEY BOXES SHALL BE PROVIDED FOR ALL HIGH-RISE, POOL ENCLOSURES, GATES IN THE PATH OF FIREFIGHTER TRAVEL TO STRUCTURES, SECURED PARKING LEVELS, DOORS GIVING ACCESS TO ALARM PANELS, AND/OR ENUNCIATORS, AND ANY OTHER STRUCTURES OR AREAS WHERE ACCESS TO AN AREA IS RESTRICTED. ADDITIONAL NOTES 1. THE SITE SHALL BE PLANNED AND DEVELOPED TO KEEP SURFACE WATER AWAY FROM BUILDINGS. CONSTRUCTION PLANS SHALL INDICATE HOW SITE GRADING OR DRAINAGE SYSTEM WILL MANAGE ALL SURFACE WATER FLOWS. 2. THE STRUCTURE WILL BE LOCATED ENTIRELY ON NATIVE/UNDISTURBED SOIL. 3. AN ELECTRONICALLY SIGNED AND REGISTERED INSTALLATION CERTIFICATE (CFR2) POSTED BY THE INSTALLING CONTRACTOR SHALL BE SUBMITTED TO THE FIELD INSPECTOR DURING CONSTRUCTION AT THE BUILDING SITE. A REGISTERED CF2R WILL HAVE A UNIQUE 21-DIGIT REGISTRATION NUMBER FOLLOWED BY FOUR ZEROS LOCATED AT THE BOTTOM OF EACH PAGE. THE FIRST 12 DIGITS OF THE NUMBER WILL MATCH THE REGISTRATION NUMBER OF THE ASSOCIATED CF1R. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL FORMS CF2R IS REVIEWED AN APPROVED. 4. AN ELECTRONICALLY SIGNED AND REGISTERED CERTIFICATE OF FIELD VERIFICATION AND DIAGNOSTIC TESTING (CF3R) SHALL BE POSTED. 5. THIS BUILDING SHALL CONFORM TO THE PROVISIONS OF 2022 CRC FOR STRUCTURES LOCATED IN THE VERY HIGH FIRE SEVERITY HAZARD ZONE. 6. NEW BUILDINGS, ADDITIONS TO EXISTING BUILDINGS, AND ALTERATIONS TO EXISTING BUILDINGS THAT WERE PERMITTED ON OR AFTER JULY 1ST, 2008 AFFECTING BUILDING COMPONENTS REGULATED IN 2022 CRC SHALL COMPLY WITH CHAPTER 7A AS ADOPTED AND AMENDED BY THE AUTHORITY HAVING JURISDICTION. MECHANICAL NOTES 1. G.C. TO PROVIDE A MINIMUM 100 CFM KITCHEN GOOD EXHAUST TO THE EXTERIOR WITH METAL DUCT WORK. 2. A CEILING OR WALL EXHAUST MAY BE USED THAT PROVIDES 5 AIR CHANGES PER HOUR. 3. FOR KITCHEN EXHAUST FANS, SIZE THE DUCTS PER ASHRAE 62.2, TABLE 7.1, OR TABLE 4-9 OF THE 2022 RESIDENTIAL COMPLIANCE MANUAL. INTERMITTENTLY OPERATED KITCHEN LOCAL EXHAUST FANS SHALL BE RATED AT 3.0 SONES OR LESS. 4. PER 2022 GREEN CODE, MECHANICAL EXHAUST FANS WHICH EXHAUST DIRECTLY FROM BATHROOMS SHALL COMPLY WITH THE FOLLOWING: A. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. B. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY HUMIDISTAT WHICH SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80 PERCENT. PROPERTY INFORMATION ADDRESS:2479 OCEAN STREET CARLSBAD, CA 92008 APN:203-021-04-00 LEGAL DESC.LOT #4, GRANVILLE PARK, MAP NO. 1782 CITY OF CARLSBAD, STATE OF CALIFORNIA EXISTING USE:SINGLE FAMILY DWELLING LOT ACRES:0.23 AC. LOT SQ. FT.:10,120.95 SQ. FT. ADDITIONS / BUILDING AREA:EXISTING +/- ALTERATIONS = PROPOSED UPPER FLOOR:2,750.65 SF + 0 SF 2,750.65 SF LOWER FLOOR:2,750.65 SF + 0 SF 2,750.65 SF TOTAL DWELLING 5,587.89 SF + 0 SF 5,587.89 SF GARAGES: 991.67 SF + 0 SF 991.67 SF UPPER BALCONY: 517.96 SF + 0 SF 517.96 SF LOWER BALCONY: 350.50 SF + 84 SF 434.50 SF FLOOR AREA RATIO:0.55 ( = 5,587.89 / 10,120.95 ) BLDG FOOTPRINT AREA:4,250.80 SF LOT COVERAGE:42%( = 4,250.80 / 10,120.95 ) EXISTING BUILDING HEIGHT:30'-0", 2 STORY YEAR BUILT:2000 YEAR RENOVATED:N/A HISTORIC: YES X NO ZONING INFORMATION JURISDICTION:CITY OF CARLSBAD BASE ZONE:R3 DESCRIPTION:MULTIPLE-FAMILY RESIDENTIAL GEN. PLAN USE:R-15 DESIGNATION:(11.5-15 DWELLING UNITS PER ACRE) OVERLAY ZONES:MELLO II SEGMENT OF COASTAL ZONE BAOZ -BEACH AREA OVERLAY ZONE DEVELOPMENT REGULATIONS WIDTH (FEET):60 DEPTH (FEET):- MAXIMUM DENSITY:3.0 FLOOR AREA RATIO (FAR):N/A HEIGHT:35'-0" LOT COVERAGE PERCENT:60 NET LOT AREA SQ. FT.:7,500 SETBACK REQUIREMENTS: FRONT YARD:20'-0" INTERIOR SIDE YARD:10% OF LOT WIDTH, MIN. 5'-0" STREET SIDE YARD:10'-0" REAR YARD:2x INTERIOR SIDE YARD BUILDING CODE INFORMATION OCCUPANCY:R3 CONSTRUCTION TYPE:VB FIRE SPRINKLERED:YES AREA MAP (NOT TO SCALE) DEFERRED SUBMITTALS SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. • NONE ENERGY COMPLIANCE STATEMENT COMPLIANCE WITH THE DOCUMENTATION REQUIREMENTS OF THE 2022 ENERGY EFFICIENCY STANDARDS IS NECESSARY FOR THIS PROJECT. REGISTERED, SIGNED, AND DATED COPIES OF THE APPROPRIATE CF1R, CF2R, AND CF3R FORMS SHALL BE MADE AVAILABLE AT NECESSARY INTERVALS FOR BUILDING INSPECTOR REVIEW. FINAL COMPLETED FORMS WILL BE AVAILABLE FOR THE BUILDING OWNER. As Indicated STORMWATER POLLUTION CONTROL BMP NOTES ( SEE STORMWATER POLLUTION CONTROL BMP NOTES ON SHEET CS2 ) AS INDICATED NORTH NORTH NORTH 19 l EB \/v~-- •, ,...,;..'_,,, ~, \ ": '7, -:\~ ~" ~- '•, I '-CV ii \,'-"'"'-' -- \ '-""',>,Y .. ,......., \ ;~ ),; ,( / • -, .. . , '~~ \ ' ~ ---.--co-" ~~OJ) OJ) c::::;:J ~ \ \ . 0?\ ~~ . t (:> /'\-~CV~'.<. ~o? -·,', Q<::1'x" , \(~~--~ , . : ,v -◊-.' '. ,.,,-f,.<~ \ ,,-·_, M , ., , ~ , ' , ' \./,,,., -t ... ' t ' \ . ' .J. \/ . ' ... ~\ BUILDING COVERAGE AT GROUND FLOOR (SHOWN SHADED) SITE PLAN LEGEND: EXISTING TO BE REMOVED PROPOSED ADDITIONS EXISTING TO BE DEMOLISHED OUTLINE OF BUILDING OR ROOF OVERHANG ABOVE (SHOWN DASHED) NON-HABITABLE GARAGE AREA, (NOT INCLUDED IN FLOOR AREA RATIO CALCULATIONS (SHOWN CROSS-HATCHED)) EXTERIOR COVERED AREA WHERE ENCLOSED ON THREE SIDES, (NOT INCLUDED IN BUILDING AREA CALCULATIONS (SHOWN HATCHED)) STREET CENTERLINE℄ PROPERTY LINE SETBACK LINE A101 1 1 1 1 ELEVATION REFERENCE TAG ELEVATION NUMBER SHEET NUMBER PROPOSED DECK EXPANSION A5 E A5 .S. A5 .E. A5 .N. A6 SA7 W A7 .N. A7 .S. A8 N OUTLINE OF UPPER LEVEL OUTLINE OF LOWER LEVEL (BELOW) EXISTING 2 CAR GARAGE EXISTING 2 CAR GARAGE OUTLINE OF UPPER DECK OUTLINE OF LOWER DECK (BELOW) EXISTING POOL & SPA PROPOSED LOWER DECK EXPANSION (APPROX. 80 SF) PROPOSED ARCHITECTURAL BUILD-OUTS PROPOSED ARCHITECTURAL BUILD-OUTS EXISTING PAVED TERRACE EXISTING TURF TERRACE PROPOSED PERMEABLE PAVING PROPOSED PERMEABLE PAVING EXISTING LANDSCAPING EXISTING CONCRETE DRIVEWAY & CURB CUT EXISTING CONCRETE DRIVEWAY & CURB CUT EXISTING SIDEWALK EXISTING CURB EXISTING RESIDENCE EXISTING RESIDENCE P U B L I C B E A C H O C E A N S T PROPOSED ARCHITECTURAL BUILD-OUT AT BOTH UPPER AND LOWER LEVELS PROPOSED ARCHITECTURAL BUILD-OUT AT LOWER LEVEL ONLY SQUARE OUT LOWER DECK (APPROX. 4 SF) F YS B20'-0 " L O T W I D T H 7 5'- 0 " S Y S B 7'- 6 " S Y S B 7'- 6 " R Y S B15'-0 " S T RIN G L I N E S E T B A C K S T R I N G LIN E S E T B A C K EXISTING ATTACHED GARAGE (SHOWN HATCHED) APPROX. 485.10 SF EXISTING SINGLE FAMILY RESIDENCE 2 STORY, 5,587.89 SF APN: 203-021-04-00 LOT AREA = 10,120.95 SF (0.23 AC) EXISTING BUILDING FOOTPRINT, 4,250.80 SF EXISTING ATTACHED GARAGE (SHOWN HATCHED) APPROX. 506.57 SF P R O P E R T Y L I N E P R O P E R T Y L I N E P R O P E R T Y L I N E P R O P E R T Y L I N E ℄ PROJECT ADDRESS 2479 OCEAN ST CARLSBAD, CA 92008 PACIFIC OCEAN O C E A N S T P A C I FI C A V E G A R F I E L D S T CYPRESS AVE CA R L S B A D B L V D N O R M A N D Y L N ARMY AND NAVY ACADEMY OCEAN ST R U E D E S C H A T E A U X G A R FI E L D S T FOR CITY STAMPS JOB NAME: ISSUE DATE: PLOT SCALE (ON 24x36): DRAWN BY: SHEET TITLE: SHEET NO: OF SHEETS 5/22/2025 PRELIM REVIEW REVISIONS 17 3 9 O L D M I L L R D / E N C I N I T A S , C A 9 2 0 2 4 TE L : 6 1 9 -97 1 -02 9 2 / E M A I L : M A T T H E W . S P A R K D E S I G N @ G M A I L . C O M SP A R K D E S I G N & M I L L W O R K I N C . As indicated SP1 19 SITE PLAN SE 5/22/2025 DAY RE S I D E N T I A L R E M O D E L F O R : 24 7 9 O C E A N S T R E E T CA R L S B A D , C A 9 2 0 0 8 DA Y R E S I D E N C E 2NORTH PROJECT GRAPHIC SCALE 0'2'4'8'16'32' ZONING INFORMATION JURISDICTION:CITY OF CARLSBAD BASE ZONE:R3 DESCRIPTION:MULTIPLE-FAMILY RESIDENTIAL GEN. PLAN USE:R-15 DESIGNATION:(11.5-15 DWELLING UNITS PER ACRE) OVERLAY ZONES:MELLO II SEGMENT OF COASTAL ZONE BAOZ -BEACH AREA OVERLAY ZONE DEVELOPMENT REGULATIONS WIDTH (FEET):60 DEPTH (FEET):- MAXIMUM DENSITY:3.0 FLOOR AREA RATIO (FAR):N/A HEIGHT:35'-0" LOT COVERAGE PERCENT:60 NET LOT AREA SQ. FT.:7,500 SETBACK REQUIREMENTS: FRONT YARD:20'-0" INTERIOR SIDE YARD:10% OF LOT WIDTH, MIN. 5'-0" STREET SIDE YARD:10'-0" REAR YARD:2x INTERIOR SIDE YARD PROPERTY INFORMATION ADDRESS:2479 OCEAN STREET CARLSBAD, CA 92008 APN:203-021-04-00 LEGAL DESC.LOT #4, GRANVILLE PARK, MAP NO. 1782 CITY OF CARLSBAD, STATE OF CALIFORNIA EXISTING USE:SINGLE FAMILY DWELLING LOT ACRES:0.23 AC. LOT SQ. FT.:10,120.95 SQ. FT. ADDITIONS / BUILDING AREA:EXISTING +/- ALTERATIONS = PROPOSED UPPER FLOOR:2,750.65 SF + 0 SF 2,750.65 SF LOWER FLOOR:2,750.65 SF + 0 SF 2,750.65 SF TOTAL DWELLING 5,587.89 SF + 0 SF 5,587.89 SF GARAGES: 991.67 SF + 0 SF 991.67 SF UPPER BALCONY: 517.96 SF + 0 SF 517.96 SF LOWER BALCONY: 350.50 SF + 84 SF 434.50 SF FLOOR AREA RATIO:0.55 ( = 5,587.89 / 10,120.95 ) BLDG FOOTPRINT AREA:4,250.80 SF LOT COVERAGE:42%( = 4,250.80 / 10,120.95 ) EXISTING BUILDING HEIGHT:30'-0", 2 STORY YEAR BUILT:2000 YEAR RENOVATED:N/A HISTORIC: YES X NO STORMWATER POLLUTION CONTROL BMP NOTES CONCRETE WASHOUT • CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS • A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES • A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. EROSION CONTROL • EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. • NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. • DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. • REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. • TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. • PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. • WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON-SITE CONSTRUCTION MATERIAL STORAGE • STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. • ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING • CONTRACTORS’ EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT • CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. • NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. • MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER- BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. • POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. • PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. • ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE THE PROJECT PROPOSES TO EXPORT 0 CUBIC YARDS OF MATERIAL FROM THE SITE. ALL EXPORT MATERIAL SHALL BE DISCHARGED TO A LEGAL DISPOSAL SITE IN ACCORDANCE WITH THE 2015 GREENBOOK AND SUPPLEMENTAL AMENDMENTS. THE APPROVAL OF THIS PROJECT DOES NOT ALLOW PROCESSING AND SALE OF THE MATERIAL, ALL SUCH ACTIVITIES REQUIRE A SEPARATE CONDITIONAL USE PERMIT EARTHWORK, CUT OR FILL, WHICH IS OVER 50 CUBIC YARDS, REQUIRES AN ADDITIONAL ENGINEERING GRADING PERMIT EARTHWORK NOTES: CUT QUANTITIES: FILL QUANTITIES: IMPORT / EXPORT: OVER-EXCAVATION AND RE-COMPACTION: MAX CUT DEPTH UNDER THE BUILDING FOOTPRINT: MAX FILL DEPTH OUTSIDE THE BUILDING FOOTPRINT: EARTHWORK QUANTITIES: 0 CUBIC YARDS 0 CUBIC YARDS 0 CUBIC YARDS 0 CUBIC YARDS 0 FEET 0 INCHES TOTAL AREA 8,170 SQ. FT. 8,027 SQ. FT. OTHER IMP. SURFACE 500 SQ. FT. 585 SQ. FT. PARKING (AND CIRC.) 0 SQ. FT. 0 SQ. FT. STREETS 0 SQ. FT. 0 SQ. FT. DRIVEWAY 486 SQ. FT. 486 SQ. FT. PATIOS 1,744 SQ. FT. 1,744 SQ. FT. SIDEWALKS 1,189 SQ. FT. 961 SQ. FT. STRUCT. OR NEW ADDT'N 4,251 SQ. FT. 4,251 SQ. FT. IMPERVIOUS AREA EXISTING PROPOSED TYPE OF IMPERVIOUS AREAS NORTH TRUE 1" = 10'-0" TOTAL AREA 1,961 SQ. FT. 1,903 SQ. FT. OTHER PERVIOUS 0 SQ. FT. 0 SQ. FT. PERMEABLE PAVING 0 SQ. FT. 340 SQ. FT. IRR. LANDSCAPING 1,961 SQ. FT. 1,563 SQ. FT. NATURAL LANDSCAPE 0 SQ. FT. 0 SQ. FT. UNIMPROVED 0 SQ. FT. 0 SQ. FT. PERVIOUS AREA EXISTING PROPOSED TYPE OF PERVIOUS AREAS SCOPE OF WORK • REFINISH ALL EXTERIOR OF BUILDING W/ NEW STUCCO FINISH TO REPLACE EXISTING FAILING STUCCO FINISH. • RECONFIGURE MAIN ENTRY ON EAST SIDE (FRONT) OF BUILDING WITH NEW STEPS, ENTRY DOOR AND WINDOWS. • PROPOSED NEW WATER FOUNTAIN AND POND AT ENTRY. • REMOVE EXISTING ARCHES & CORBELS AT GARAGE DOORS, ADD ARCHITECTURAL BUILD-OUTS ADJACENT GARAGE DOORS TO FLUSH THE OVERHEAD WALL SURFACES SUPPORTING ROOF. • ADD NEW PERMEABLE PAVING AREAS TO EXISTING DRIVEWAYS. • REMOVE, REPLACE AND RECONFIGURE EXTERIOR DOORS AND WINDOWS ON WEST SIDE (REAR) OF BUILDING. • REMOVE EXISTING ARCHES & CORBELS AT WEST SIDE (REAR) OF BUILDING, • ADD A FULL HEIGHT ARCHITECTURAL BUILD-OUT AT NORTHWEST CORNER FROM LOWER DECK TO FLUSH AND JOIN THE WALL OVERHANG SURFACE SUPPORTING ROOF. • ADD AN ADDITIONAL ARCHITECTURAL BUILD-OUT AT LOWER LEVEL TO PROVIDE PRIVACY TO MASTER BEDROOM FROM THE COMMON LOWER PATIO AREA. • REPLACE ALL EXISTING REAR EXTERIOR PATIO & BALCONY RAILINGS WITH NEW STRUCTURAL GLASS RAILINGS. • SQUARE OUT AND EXPAND EXISTING LOWER PATIO (APPROX 84 SF ADDITIONAL LOWER PATIO AREA). • REFINISH AND REPAIR ALL EXISTING PATIO AND BALCONY WATERPROOFING SURFACES. • • PROJECT PROPOSES NO CHANGES TO EXISTING HABITABLE FLOOR AREA OR GARAGE AREAS • NO CHANGE TO EXISTING BUILDING FOOTPRINT, NO GRADING PROPOSED • VICINITY MAP (NOT TO SCALE) ' ' ' ' ' ' \ ' ' ' \ ' \ ' ' I I I I I ' \ I ' I ' ' ' ' ' ' J J I l l \ ' ' ' \ ' ' ' ' ' ' ' ' I \ \ ' \ \ \ ' ' ' I ' ' ' \ ' ' I \ I ' ' ' ' ' ' I ' \ \ ' ' ' ' ' ' ' ' I \ \ ' \ I ' ' ' ' ' ' \ ' ' \ \ ' \ ' \ ' ' \ ' \ \ I \ \ ' \ \ ' ' \ ' \ \ ' I \ ' ' I ' ' ' I I ' ' ' \ ' \ I \ I I I ' I ' I ' I ' ' ' I ' I ' ' ' ' \ I ' ' I ' ' ' I ' ' ' ' ' ' ' ' ' ' \ ' \ ' ' ' ' \ \ \ I I ' \ ' ' ' \ \ \ ' ' ' \ ' ' ' \ ' ' ' ' ' I I I I ' ' I I \ ' ' ' ' ' ' ' ' \ ' ' ' \ ' \ ' ' ' ' \ \ \ ' ' ' ' ' ' ' ' ' ' ' ' I I ' ' \ ' ' \ ' ' ' ' ' ' \ \ ' \ \ ' ' ' ' ' ' ' ' ' ' ' \ I ' ' ' ' I ' ' I ' ' ' ' ' I \ ' I ' ' I I \ I I \ \ ' I \ \ \ \ \ \ ' ' ' I I ' \ \ \ \ \ \ \ I ' \ \ ' ' ' I I ' ' ' ' I ' ' ' ' ' \ ' \ I I ' ' ' ' ' ' ' ' ' ' ' ' ' I ' I ' ' \ ' ' ' ' \ I I . \ I \ I \ ' ' \ ' I ' ' ' ' I I \ ' \ \ \ ' ' ' \ ' \ ' ' ' ' I ' ' ' ' ' I \ ' I ' ' ' \ \ \ \ \ \ \ ' \ ' \ \ ' I ' ' \ \ \ \ ' ' \ \ \ ' \ \ ' ' ' ' ' \ ' I ' ' \ ' I I I \ I \ \ ' I I I \ ' I ' \ I ' ' ' I ' ' ' \ I ' \ \ ' ' \ ' ' ' ' ' ' \ \ ' \ ' ' ' ' ' ' I ' I ' ' \ ' I ' ' ' ' ' ' ' ' ' ' ' ' \ \ ' \ ' \ ' I \ \ \ \ \ \ \ \ I ' I I I ' I ' ' ' ' ' \ \ \ \ ' \ ' ' I \ \ \ ' \ \ \ ' \ ' \ \ ' ' \ ' \ ' ' ' ' \ \ ' ' ' ' ' \ \ ' ' ' \ ' ' ' ' \ ' I ' ' \ \ \ I ' ' \ I ' \ ' ' I \ ' \ I \ \ ' \~ I \ I \ I ' ' ' \ ' I \ I I I ' ' \ I ' \ \ ' ' ' I ' ' I \ ' I I I ' \ ' \ I ' \ \ I I I ' \ ' \ ' ' I ' ' ' ' ' ' ' ' I ' ' ' \ I ' ' \ ' \ I ' ' ' \ I ' \ I ' \ ' \ \ ' ' ' ' ' \ I I \ I \ ' ' ' \ I ' I ' ' ' ' \ ' \ ' ' \ ' ' \ ' ' \ ' ' I ' ' ' ' ' \ ' ' ' I ' \ ' ' I ' ' ' I ' I ' \ I ' ' ' ' ' ' ' I \ \ I ' ' \ I ' ' \ ' ' I ' ' \ I ' \ ' \ ' ' \ I ' I ' \ I ' ' ' ' ' ' ' ' I ' ' ' ' ' I ' ' ' ' ' ' ' ' I ' ' ' I ' \ \ ' ' \ I \ ' ' \ \ I \ I \ ' \ ' I \ \ I ' \ ' I ' I I ' ' ' ' I ' ' \ I I ' ' I I ' ' \ I \ . \ \ I ' ' ' ' ' \ I \ ' ' ' \ ' ' I ' I I ' ' ' \ ' ' ~,,,,, # ' ' I I ' ' ' I I I ' ' \ \ \ ' ' ' ' I ' ' ' I I ' ' ' I ' \ \ \ \ \ ' ' ' ' ' ' ' ' ' \ ' ' ' ' \ \ \ \ \ \ \ \ \ \ '\,;:) ~~y ~\ ' ' ' ' ' a \ \ ,· ,. ,, \ \ \ '\ \. ,. 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C O M SP A R K D E S I G N & M I L L W O R K I N C . 1/4" = 1'-0" D1 19 EXISTING / DEMO FRONT & REAR YARDS SE 5/22/2025 DAY RE S I D E N T I A L R E M O D E L F O R : 24 7 9 O C E A N S T R E E T CA R L S B A D , C A 9 2 0 0 8 DA Y R E S I D E N C E 3 SCALE: 1/4" = 1'-0" 1 FRONT YARD EXISTING / DEMO PLAN (UPPER LEVEL) SCALE: 1/4" = 1'-0" 2 REAR YARD EXISTING / DEMO PLAN (LOWER LEVEL) NORTH PROJECT GRAPHIC SCALE 0'1'2'4'8' NORTH TRUE I I I I I I I I I I I I I I I I, I I I I I I I I I I I I I I I I I I I I I I I I I I I I. I I I ~---.--., I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' . .• _', ' ' • -• . -. • .. -~ . . . ' . . . ' ' . . . I I I I I I I I I I I I I, I I : I I I I I I I I I I I I I I I -I I I 11 I I I I I I I. I I I I • ·~ . . I \ - -,-' , , I , -. ------· _r __________ ..... / -,----.!..-~-----'--.--.-~-.------ / ' I I I I • I ' I . 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'.1:: ;: ,", I I I I I ' , DN DN DN DN DN 4'-11/4" 8'-01/2" 2'-51/2" 59'-113/4" 4'-11/4" 18'-61/2" 2'-51/2" 8'-01/2" 1'-57/8" 7'-57/8" 7'-57/8" 1'-6" 5'-31/2" 13'-01/2" 2'-8" 20'-51/4" 21'-0" 6'-57/8" 91/4" 73'-6"4'-11/4" 27'-2"20'-31/2"14'-4"7'-01/2"4'-8" 4'-8" 8" 6'-0" 41/2" 3'-01/4"5'-41/2"5'-111/4"5'-13/8"2'-0"5'-51/4"2'-0"5'-87/8"11'-101/2"5'-01/8"10'-33/8" 73'-6" 17'-10"18'-41/2"14'-31/2"23'-0" 2'-81/8"13'-31/8" 1'-105/8" 5'-65/8"9"5'-37/8" 51/2" 5'-0" 1'-31/2" 3'-55/8"3'-6" 1'-6" 1'-6"3'-97/8" 8'-03/4"5'-43/4"4'-21/8"5'-43/8" 7" 13'-81/2" 16'-41/4" 2'-2" 16'-8" 2'-17/8" 2'-2" 18'-31/2" 7'-111/2" 6'-7" 6'-51/2" 1'-71/2" 10'-77/8" 5'-83/8" 2'-107/8" 4'-01/8" 14'-07/8" 9'-55/8" 5'-07/8" 4'-0" 2'-51/2" 3'-51/8" 6'-31/2"6'-91/2"2'-31/2"3'-0" 2'-111/8" 3'-117/8" 3'-73/4" 3'-111/4" 5'-83/8" 8" 3'-51/8" 8" 3'-51/8" 8" 1'-01/2" 5'-31/8" 9" 3'-51/2" 3'-67/8" 2'-8" 81/2" 4" 6'-8" 4" 2'-73/8" 2'-2" 22'-71/2" 16'-41/4" 20'-117/8" 59'-115/8" 2'-51/2" 2'-111/8" SEE SHEETS SP-1 & SP-2 FOR TYPIC AL SPECIF IC ATIONS AND GENERAL REQUIREMENTS. SEE SHEET ER FOR "ENERGY CONFORMANCE FORMS." ALL GLAZIN G FENESTRATIO NS SHALL BE IN STALLED WIT H FLOOR PLAN KEY NOTES CERTIF YIN G LABEL ATTACHED. SHOWIN G THE "U"-VALUE ALL PLUMBIN G FIX TURES AND TRIM SHALL MEET THE MIN IM UM REQUIR EMENTS OF SPECT'NS, DIV ISIO N 15.C. SHEET SP2. UNLESS SPECIF IC ALLY SPECIF IE D, ALL PLUMBIN G FIX TURES, APPLIA NCES, BUIL T-IN CABINETRY, ETC., SHALL BE AS SELECTED BY OWNER IN COORDIN ATIO N AND COOPERATIO N WIT H CONTRACTOR. ALL DOORS TO BE SOLID CORE ALL IN TERIO R WALLS TO BE SOUND IN SULATED PROVIDE "SOFT WATER LOP" ON COLD WATER SID E SIN K WIT H DIS POSAL-PROVID E IN STANT HOT WATER TAP DIS HWASHER WIT H SURFACE MOUNT AIR GAP BUIL T-IN REFRIG ERATED DRAWER UNIT S BUIL T-IN 15" WID E TRASH COMPACTOR BUIL T-IN REFRIG ERATOR/FREEZER (48" WID E-VERIF Y) PROVID E RECESSED WALL BOX WIT H IC EMAKER CONNECTIO N W/SHUT-OFF VALVE. 36" WIDE GAS COOKTOP WIT H RANGE HOOD VENTED TO EXTERIO R BUIL T-IN GAS BAR-B-QUE (VERIF Y IN STALLATIO N/ CLEARANCE REQUIR EMENTS WIT H MANUFACTURER SPECS AS SELECTED BY OWNER) BUIL T-IN MIC ROWAVE (27" WID E AS SELECTED BY OWNER- VERIF Y) BUIL T-IN DOUBLE ELECTRIC OVEN (30" WID E-VERIF Y) WIT H VENT TO EXTERIO R FIN IS HED CABIN ET BACK WIT H PANELS TO MATCH DOORS. 44" HIGH GRANIT E FIN IS HED BAR TOP W/KNEE SPACE PONY WALL WIT H GRANIT E TOP AS SELECTED BY OWNER COFFERED CEILIN G AREAS-SEE IN TERIO R ELEVATIO N AND SECTIO NS. BUIL T-IN LOW STORAGE CABIN ETS W/PONY WALL BEHIN D- SEE IN T. ELEVATIO N. FABRIC ATED METAL FIR EPLACE EQUAL TO HEATIL ATOR MODEL TM4800-SEE SPECIF IC ATIO NS, DIV . 10. SHT. SP2 BUIL T-IN CABIN ETRY-SEE IN T. ELEVATIO NS. ART. NIC HE WIT H BUIL T-IN CABIN ETS BELOW-SEE IN T. ELEVATIO NS INTERIO R STAIR /BALCONY RAIL IN G-SEE DETAIL SIN GLE SHELF & POLE DOUBLE POLE W/SHELF WATER CLOSET WIT H MIN IM UM 30"x24" CLEAR SPACE IN FRONT OF WATER CLOSET. 32"x60" TUB SHOWER UNIT WIT H LAMIN ATED SAFETY GLASS ENCLOSURE. MOUNT SHOWER HEAD @ +78" CERAMIC TIL E ON FULL MORTAR BASE W/BULL-NOSE TRIM EDGES. PROVID E CERAMIC "ONE-PIE CE" SHAMPOO/SOAP HOLDER (SEE SPECIF IC ATIO NS, DIV . 9.C. SHEET SP-2) RECESSED MEDIC IN E CABIN ET-ALIG N TOP WIT H ADJACENT TOP OF MIR ROR ?-SEE IN T ELEVATIO N FOR DECORATIVE MED. CABIN ETS. UNDERCOUNTER MOUNTED LAVATORY PEDESTAL LAVATORY WATER HEATER PER TIT LE 24 ENERGY SPECIFICATIO NS, SHEET "ER" IN STALL ON 18" HIG H BUIL T-UP PLATFORM. (EXTEND 5/8" TYPE "X" GYP BOARD WALL FIN IS H BEHIN D PLATFORM AT ALL "FIR E WALL" CONDIT IO NS. PROVID E 24" x24" CABIN ET ENCLOSURE WITH FULL LOUVER-VENTED DOOR. PRESSURE/TEMPERATURE RELIE F VALVE W/CONTIN UOUS COPPER DRAIN ROUTED TO EXTERIO R. TYPE "B" FLUE VENT-ROUTE THROUGH ROOF. WASHER/DRYER SPACE PROVID E HOT & COLD WATER WASTE, 110/220V, AND FUEL GAS CONNECTIO NS. DRYER VENT-5"∅ SMOOTH METAL DUCT TO EXTERIO R WIT H WEATHER TIG HT COPPER OR APPROVED VINYL TERMIN ATIO N CAP. MAX. (2) 90°-ELBOWS IN RUN OF DUCT. 14"x6" COPPER (OR VIN YL) SCREENED THROUGH-WALL GARAGE VENTS-MIN . 2 PER GARAGE LOCATED @ +6" ABOVE FIN. SLAB. 5/8" TYPE "X" GYP. BD.-TYPIC AL IN TERIO R FIN IS H OF GARAGE WALLS AND CEIL IN G. 20 MIN . LABELED DOOR ASSEMBLY W/SELF-CLOSIN G DEVIC E AND FULL WEATHER STRIP PIN G. CERAMIC TIL E (OR NATURAL STONE) SHOWER OR TUB SURROUND AND DECK/SHOWER PAN. AT SHOWER. PROVID E RECESSED SHAMPOO NIC HE PER IN TERIO R ELEVATIO NS-MASTER SHOWER TO HAVE SIT TIN G BENCH-SEE IN TERIO R ELEVATIO N 34333231302928272625242322212019181716A 16151413121110090807060504030201 FABRIC ATED METAL BALCONY RAIL IN G SYS TEM (SEE DETAIL ) SEE NOTE 34 FOR ADDIT IO NAL REQUIR EMENTS. BALCONY DECK-SLOPE FOR POSIT IV E DRAIN AGE TO 4" X 4" BRONZED FLOOR DRAIN S CONNECTED TO MIN IM UM 2"∅ COPPER DRAIN SYSTEM. SMOOTH SURFACE STUCCO "SHELF"-SLOPED FOR DRAINAGE @ 1/4" PER 12"-SEE ALSO DETAIL . LAUNDRY SIN K FLOOR DRAIN FAU PER TIT LE 24 ENERGY SPECIF ICATIO NS, SHEET "ER" (NOTE: FAU CLOSET TO BE 12" WIDER THAN UNIT IN STALLED AND HAVE MIN . 30" CLEAR WORK SPACE IN FRONT OF FAU) CONTRACTOR TO PROVIDE COMPLETE LAYOUT AND EQUIP MENT SPECS. FOR APPROVAL. NOTE: COORDIN ATE WIT H OWNER FOR SPECIAL "DE- HUMIDIFYIN G" FEATURE OR EQUIPMENT FOR SELECTED LOCATIO N (I.E. GARAGE ADJACENT TO GUEST BEDROOM 2. TYPE "B" FLUE VENT-ROUTED UP THROUGH ROOF ABOVE- SEE ALSO SECOND FLOOR PLAN. COMBUSTIO N AIR SUPPLY DUCT IN WALL WIT H MIN. 14"x6" VENTS-ONE WIT HIN 6" OF CEILING AND ONE WITHIN 12" OF FLOOR. RETURN AIR GRIL LE FOR FAU. VERIF Y PROPER SIZ E AND LOCATIO N W/HVAC CONTRACTOR AND EQUIP MENT. MFR. 4?x72" TUB SET IN TILE TO MARBLE DECK AND SURROUND AS SELECTED BY OWNER. BAR SINK (AS S ELECTED BY OWNER) WIT H DIS POSAL. 2 UNDERCOUNTER REFRIG ERATIO NS (AS SELECTED BY OWNER) PROVID E RECESSED WALL BOX WIT H IC EMAKER CONNECTIO N W/SHUT-OFF VALVE. PASS-THRU BAR TO EXTERIO R R ELEVATED BAR TOP (TOP @+45"-VERIF Y W/OWNER) WITH PONY WALL BELOW. DECK AREA DRAIN (MIN . 4"x4" BRONZE) CONNECTED TO SIT E DRAIN AGE SYSTEM SLOPE PAVIN G (AS SPECIF IE D BY LANDSCAPE PLANS) SLOPE MIN. 1% TO DECK AREA DRAIN. MASONRY PLANTER WALL (-30" HIGH) WIT H PRECAST CONCRETE CAP. CONCRETE STEPS ON GRADE-COORDIN ATE WIT H LANDSCAPE PLANS FOR FINAL SZIN G AND FIN IS H. PIL ASTERS, PLANT SHELVES AND ENTRY GATE-SEE EXTERIO R ELEVATIO NS MIN. 2 1/2"∅ DRAIN FROM D.S. COLLECTOR DRAIN CONNECT. TO DECK DRAIN AND/OR SUBSURFACE DRAIN AGE SYSTEM ALL DOWNSPOUTS TO CONNECT TO SUBSURFACE DRAIN AGE SYSTEM-SEE GRADIN G PLAN FOR TERMIN ATIO N. CENTRAL VACUUM SYSTEM-MAIN POWER UNIT LOCATIO N SUBMIT SPECS AND LAYOUT TO OWNER FOR APPROVAL. 30" W. REFRIG ERATOR WIT H IC E MAKER 2 BURNER GAS COOKTOP W/COMB. MICROWAVE- EXHAUST UNIT ABOVE-VENT EXHAUST TO EXTERIO R. SIN GLE COMPARTMENT SIN K WIT H DIS POSAL. 24"x19" DUMBWAITER (MANUAL OPERATION UNLESS OTHER- WISE DIR ECTED BY OWNER) VERIF Y & COORDIN ATE "HOIS T- WAY" REQUIREMENTS WIT H MANUFACTURER. PROVIDE MIN IM UM 100 SQ. IN . MAKE-UP AIR THROUGH "LOUVERED" VENT IN DOOR TO LAUNDRY ROOM. 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 HB FG DS DS 375437 35 XO 5'-0" 4'-0" 37 XO 5'-0" 4'-0" 37 05 XO 1'-6" 1'-6" XO 1'-6" 1'-6" XO 1'-6" 1'-6" XO 1'-6" 1'-6" RIG HT ELEV DS FROM BELOW- ROUTED THROUGH ROOF 27 PROPOSED LOCATION OF A/C COMPRESSOR UNITS ROUGH-IN ELEC. & DISCONNECT AS REQUIRED XO 2'-6" 2'-6" XO 2'-6" 2'-6" 2'-8" 6'-8" 30 29 26 28 42 2 2x6 07 08 09 2'-4" 8'-0"1 60 16 5 DOWN FG 55 DS 31 31 DS 7'-0" 7'-0" 1 143 2 DS 06 KITCHEN CRPT./10'-1" CLG. 030201 04 10 NOOK CRPT./10'-1" CLG. FG 5'-0" 6'-0" TEMP. FG 5'-0" 6'-0" TEMP. FG 5'-0" 6'-0" TEMP. SGD 5'-8" 6'-8" TEMP PANTRY GARAGE 1 2'-8" 6'-8" 32 33 12'-7" CLG. 15'-1" CLG. FOYER CRPT./15'-1" CLG. 15'-1" CLG.12'-7" CLG. 12'-7" CLG. 10'-1" CLG. 10'-1" SOFFIT 14 14 5 1 16 DINING ROOM CRPT./10'-6" CLG. 10'-1" CLG. 12'-7" CLG. 5 11 12 36 SEE "EXTERIO R ELEVATIONS" FOR UPPER WIN DOWS FG 3'-2" 6'-0" FG 3'-2" 6'-0" FG 3'-2" 6'-0" FG 3'-0 5/8" 6'-0" 54 FG 2'-4" 6'-0" TEMP. FG 2'-4" 6'-0" TEMP. SGD 12'-0"x6'-8" OXXO TEMP. 3635 12'-7" CLG.10'-7" CLG. REAR ELEV 54 LIVING ROOM CRPT./12'-7" CLG. 1 15 8'-1" SOFFIT 16 16A 17 ABOVE PLATFORM FOR RETURN AIR 43 3'-0" 8'-0" 32 26 33 28 42 40 32 ENTRY C.T./15'-1" CLG. 17 OPEN TO BELOW DOWN FG 6'-0"x9'-8" ARCH TOP 52 53 51 FG3'-0"∅ WDW ABOVE 5'-0" 8'-0" 49 FRONT ELEV 55 HB 27 6'-0" 7'-0" 2'-8" 6'-8" UP 50 31 GARAGE 2 32 31 18 6'-0" 8'-0" GUEST BEDRM. 2 2'-6" 8'-0" 2'-6" 8'-0" 24 23 2'-6" 8'-0"2'-4" 8'-0" 2x6 20 20 2x6 BATH 2 10'-0" CLG./TIL E 34 12 2'-4" 8'-0" BATH 1 10'-0" CLG./TIL E 34 23 1 2 2423 2'-6" 8'-0" 18 2'-6" 8'-0" MIN . 22"x30" ATTIC ACCESS PANEL 19 3'-0" 8'-0" DSDSDS 3'-0" 6'-8" TEMP SIN GLE LIG HTER DR. GUEST BEDRM. 1 XO 2'-6" 2'-6" XO 2'-6" 2'-6" XO 2'-6" 2'-6" XO 2'-6" 2'-6" XO 6'-0" 4'-0" LEFT ELEV 55 FG LKV16 DOWN XO 2'-6" 2'-6" XO 2'-6" 2'-6" HBF.G.F.G. A A7 B A7 C A8 D A8 EXISTING WALL TO REMAIN EXISTING OPENING TO BE INFILLED WALL LEGEND: EXISTING TO BE ALTERED EXISTING TO BE REMOVED PROPOSED ADDITIONS EXISTING TO BE DEMOLISHED A A H H 11 22 G G F F E E B B C C D D D8 N D5E D6 S D7 W 2 9 1010 11 5 4 1 7 6 3 22 20 15 16 21 17 13 .G..H..J..K. .L..M. .N. .P. .Q. .S. .T. .V. .W. .X. .Y. EE .F. AB CDCCDD .Z. .U. .R. .E. AA BB (ABV) (ABV) (ABV) 14 18 19 D5.E. .N. .S. REPLACE EXISTING NON-CONFORMING GLASS BALCONY RAILING W/ NEW 42" HIGH A.F.F. STRUCTURAL GLASS RAILING (TYPICAL) REFINISH AND RE-SLOPE EXISTING BALCONY SURFACE W/ NEW WATERPROOFING TO REPAIR DRAINAGE PONDING FOR CITY STAMPS JOB NAME: ISSUE DATE: PLOT SCALE (ON 24x36): DRAWN BY: SHEET TITLE: SHEET NO: OF SHEETS 5/22/2025 PRELIM REVIEW REVISIONS 17 3 9 O L D M I L L R D / E N C I N I T A S , C A 9 2 0 2 4 TE L : 6 1 9 -97 1 -02 9 2 / E M A I L : M A T T H E W . S P A R K D E S I G N @ G M A I L . C O M SP A R K D E S I G N & M I L L W O R K I N C . 1/4" = 1'-0" D2 19 EXISTING / DEMO UPPER LEVEL FLOOR PLAN SE 5/22/2025 DAY RE S I D E N T I A L R E M O D E L F O R : 24 7 9 O C E A N S T R E E T CA R L S B A D , C A 9 2 0 0 8 DA Y R E S I D E N C E 4NORTH PROJECT GRAPHIC SCALE 0'1'2'4'8' NORTH TRUE -~~~~~~~-~~-~~~~~~-~~-~~~~~~-~-~~~~~~-~~-~~~~~~-t·~-~~~~~~~-=-==~=-=-====-==-====-==-====~-~I~-~==-==-===~-~~-====-=-=~==-=-===~--~~-====-==-====-=-====-==-~·~1t~-==-==~~~~~~~~=b=~~~~=~~b~=~~-F-~·-~·~,~~-------------· -I/ ~q t--------------------+- C I Q I ' I 11 11 I I I I I \ I I I/ I/ () ill I I I I I I I lj lj lj I I lj lj lj I lj I lj LI! I V V I lj Ii Ii lj lj Ii I lj I I I I I I I I I I I I I I 11i I I I I I I! I I I N~ I I I I I! I I I I I I I C] I I I I I I I I I I I !Ii I I I I i! I I ,.-I I I I i! 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"1', .................................. 1-.....;,j-■-- ---- ---- ----· \/IMS¼½ ?'ZZRZ½ DN UP DN DN DN UP 12'-113/8" 2'-03/4"10'-105/8" 3'-61/8"4'-0"5'-91/2"5'-3"7'-101/4"5'-91/2"12'-5"20'-61/2" 70'-71/8"7'-61/8" 59 ' - 1 1 5/8" 59 ' - 1 1 5/8" 12 ' - 3 1/2" 6' - 3 " 20 ' - 5 1/4" 20 ' - 1 1 7/8" 5' - 2 1/4" 13 ' - 3 " 2' - 6 5/8" 17 ' - 1 1 3/4" 2' - 5 1/2" 4' - 8 3/8" 1' - 6 5/8" 7' - 1 1 1/2" 4' - 4 " 73'-6" 4'-05/8" 1'-87/8" 2'-8"2'-7" 4'-71/4" 2'-81/8" 17'-10" 13'-31/8" 1'-4" 12'-11"16'-0" 6"33'-0" 2'-3" 1'-103/8"8'-3" 4'-31/2"8'-71/2" 6' - 7 5/8" 7' - 1 1 5/8" 4' - 7 1/2" 9' - 1 1/2" 11 ' - 3 " 9' - 5 " 10 ' - 1 1 3/8" 20 ' - 4 3/8" 19 ' - 2 3/4" 20 ' - 4 1/2" 14'-5" 11" 4'-3" 2' - 1 0 3/4" 4' - 7 1/8" 4' - 7 1/2" 11 1/2" 2 E Q . ST E P S 3' - 9 1/8" 4'-71/2" 111/2" 41/2" 6'-111/2" 8" 4'-4"1'-101/2"1'-11" 2'-4" 2'-97/8" 3' - 9 " 3' - 5 1/8" 4' - 5 7/8" 2' - 1 1 1/8"4 ' - 1 1 7/8" 1'-0 " 2'-1 01/8" 1'-0 " 5'-9" 2' - 2 7/8" 2' - 3 3/4" 2' - 1 1 3/4" 10 5/8" 8' - 0 " 10 5/8" 3' - 0 5/8" 19 ' - 3 1/4" 5' - 0 1/2" 2' - 8 " 4' - 0 " 7' - 4 1/2" 71/2" 4'-71/8"7'-47/8" 6" 5'-51/8" 31/2" 8'-5"5'-63/4"6'-81/4"3'-37/8" 41/2" 6'-8" 8" 2' - 2 1/8" 3' - 2 3/4" 7" 4'-0" 41/2" 7'-67/8"2'-113/4"5'-6" 71/2"1'-53/8" 5'-61/2"7'-71/8" 1'-31/2" 4'-0" 1'-01/2" 2' - 8 " 5 E Q . S T E P S 5'-0" 111/2" 2 EQ. STEPS 41/2" 4'-03/4" R 2' - 0 " R3'-7" SE E S H E E T S S P - 1 & S P - 2 F O R T Y P I C A L S P E C I F I C A T I O N S AN D G E N E R A L R E Q U I R E M E N T S . SE E S H E E T E R F O R " E N E R G Y C O N F O R M A N C E F O R M S . " AL L G L A Z I N G F E N E S T R A T I O N S S H A L L B E I N S T A L L E D W I T H FL O O R P L A N K E Y N O T E S CE R T I F Y I N G L A B E L A T T A C H ED . S H O W I N G T H E " U " - V A L U E AL L P L U M B I N G F I X T U R E S A N D T R I M S H A L L M E E T T H E M I N I M U M RE Q U I R E M E N T S O F S P E C T ' N S , D I V I S I O N 1 5 . C . S H E E T S P 2 . UN L E S S S P E C I F I C A L L Y S P E C I F I E D , A L L P L U M B I N G F I X T U R E S , AP P L I A N C E S , B U I L T - I N C A B I N E T R Y , E T C . , S H A L L B E A S SE L E C T E D B Y O W N E R I N C O O R D I N A T I O N A N D CO O P E R A T I O N W I T H C O N T R A C T O R . AL L D O O R S T O B E S O L I D C O R E AL L I N T E R I O R W A L L S T O B E S O U N D I N S U L A T E D PR O V I D E " S O F T W A T E R L O P " O N C O L D W A T E R S I D E SIN K W I T H D I S P O S A L - P R O V I D E I N S T A N T H O T W A T E R T A P DIS H W A S H E R W I T H S U R F A C E M O U N T A I R G A P BU I L T - I N R E F R I G E R A T E D D R A W E R U N I T S BU I L T - I N 1 5 " W I D E T R A S H C O M P A C T O R BU I L T - I N R E F R I G E R A T O R / F R E E Z E R ( 4 8 " W I D E - V E R I F Y ) PR O V I D E R E C E S S E D W A L L B O X W I T H I C E M A K E R CO N N E C T I O N W / S H U T - O F F V A L V E . 36 " W I D E G A S C O O K T O P W I T H R A N G E H O O D V E N T E D T O EX T E R I O R BU I L T - I N G A S B A R - B - Q U E ( V E R I F Y I N S T A L L A T I O N / CL E A R A N C E R E Q U I R E M E N T S W I T H M A N U F A C T U R E R S P E C S A S SE L E C T E D B Y O W N E R ) BU I L T - I N M I C R O W A V E ( 2 7 " W I D E A S S E L E C T E D B Y O W N E R - VE R I F Y ) BU I L T - I N D O U B L E E L E C T R I C O V E N ( 3 0 " W I D E - V E R I F Y ) W I T H VE N T T O E X T E R I O R FI N I S H E D C A B I N E T B A C K W I T H P A N E L S T O M A T C H D O O R S . 44 " H I G H G R A N I T E F I N I S H E D B A R T O P W / K N E E S P A C E PO N Y W A L L W I T H G R A N I T E T O P A S S E L E C T E D B Y O W N E R CO F F E R E D C E I L I N G A R E A S - S E E I N T E R I O R E L E V A T I O N A N D SE C T I O N S . BU I L T - I N L O W S T O R A G E C A B I N E T S W / P O N Y W A L L B E H I N D - SE E I N T . E L E V A T I O N . FA B R I C A T E D M E T A L F I R E P L A C E E Q U A L T O H E A T I L A T O R MO D E L T M 4 8 0 0 - S E E S P E C I F I C A T I O N S , D I V . 1 0 . S H T . S P 2 BU I L T - I N C A B I N E T R Y - S E E I N T . E L E V A T I O N S . AR T . N I C H E W I T H B U I L T - I N C A B I N E T S B E L O W - S E E I N T . EL E V A T I O N S IN T E R I O R S T A I R / B A L C O N Y R A I L I N G - S E E D E T A I L SIN G L E S H E L F & P O L E DO U B L E P O L E W / S H E L F WA T E R C L O S E T W I T H M I N I M U M 3 0 " x 2 4 " C L E A R S P A C E I N FR O N T O F W A T E R C L O S E T . 32 " x 6 0 " T U B S H O W E R U N I T W I T H L A M I N A T E D S A F E T Y GL A S S E N C L O S U R E . M O U N T S H O W E R H E A D @ + 7 8 " CE R A M I C T I L E O N F U L L M O R T A R B A S E W / B U L L - N O S E T R I M ED G E S . P R O V I D E C E R A M I C " O N E - P I E C E " S H A M P O O / S O A P HO L D E R ( S E E S P E C I F I C A T I O N S , D I V . 9 . C . S H E E T S P - 2 ) RE C E S S E D M E D I C I N E C A B I N E T - A L I G N T O P W I T H A D J A C E N T TO P O F M I R R O R ? - S E E I N T E L E V A T I O N F O R DE C O R A T I V E M E D . C A B I N E T S . UN D E R C O U N T E R M O U N T E D L A V A T O R Y PE D E S T A L L A V A T O R Y WA T E R H E A T E R P E R T I T L E 2 4 E N E R G Y S P E C I F I C A T I O N S , SH E E T " E R " I N S T A L L O N 1 8 " H I G H B U I L T - U P P L A T F O R M . (E X T E N D 5 / 8 " T Y P E " X " G Y P B O A R D W A L L F I N I S H B E H I N D PL A T F O R M A T A L L " F I R E W A L L " C O N D I T I O N S . P R O V I D E 2 4 " x2 4 " C A B I N E T E N C L O S U R E W I T H F U L L L O U V E R - V E N T E D DO O R . PR E S S U R E / T E M P E R A T U R E R E L I E F V A L V E W / C O N T I N U O U S CO P P E R D R A I N R O U T E D T O E X T E R I O R . TY P E " B " F L U E V E N T - R O U T E T H R O U G H R O O F . WA S H E R / D R Y E R S P A C E P R O V I D E H O T & C O L D W A T E R WA S T E , 1 1 0 / 2 2 0 V , A N D F U E L G A S C O N N E C T I O N S . DR Y E R V E N T - 5 " ∅ S M O O T H M E T A L D U C T T O E X T E R I O R WI T H W E A T H E R T I G H T C O P P E R O R A P P R O V E D V I N Y L TE R M I N A T I O N C A P . M A X . ( 2 ) 9 0 ° - E L B O W S I N R U N O F D U C T . 14 " x 6 " C O P P E R ( O R V I N Y L ) S C R E E N E D T H R O U G H - W A L L GA R A G E V E N T S - M I N . 2 P E R G A R A G E L O C A T E D @ + 6 " AB O V E F I N . S L A B . 5/ 8 " T Y P E " X " G Y P . B D . - T Y P I C A L I N T E R I O R F I N I S H O F GA R A G E W A L L S A N D C E I L I N G . 20 M I N . L A B E L E D D O O R A S S E M B L Y W / S E L F - C L O S I N G DE V I C E A N D F U L L W E A T H E R S T R I P P I N G . CE R A M I C T I L E ( O R N A T U R A L S T O N E ) S H O W E R O R T U B SU R R O U N D A N D D E C K / S H O W E R P A N . A T S H O W E R . PR O V I D E R E C E S S E D S H A M P O O N I C H E P E R I N T E R I O R EL E V A T I O N S - M A S T E R S H O W E R T O H A V E S I T T I N G BE N C H - S E E I N T E R I O R E L E V A T I O N 34333231302928272625242322212019181716 A 16151413121110090807060504030201 FA B R I C A T E D M E T A L B A L C O N Y R A I L I N G S Y S T E M ( S E E DE T A I L) S E E N O T E 3 4 F O R AD D I T I O N A L R E Q U I R E M E N T S . BA L C O N Y D E C K - S L O P E F O R P O S I T I V E D R A I N A G E T O 4 " X 4" B R O N Z E D F L O O R D R A I N S C O N N E C T E D T O M I N I M U M 2 " ∅ CO P P E R D R A I N S Y S T E M . SM O O T H S U R F A C E S T U C C O " S H E L F " - S L O P E D F O R DR A I N A G E @ 1 / 4 " P E R 1 2 " - S E E A L S O D E T A I L . LA U N D R Y S I N K FL O O R D R A I N FA U P E R T I T L E 2 4 E N E R G Y S P E C I F I C A T I O N S , S H E E T " E R " (N O T E : F A U C L O S E T T O B E 1 2 " W I D E R T H A N U N I T I N S T A L L E D AN D H A V E M I N . 3 0 " C L E A R W O R K S P A C E I N F R O N T O F F A U ) CO N T R A C T O R T O P R O V I D E C O M P L E T E L A Y O U T A N D EQ U I P M E N T S P E C S . F O R A P P R O V A L . NO T E : C O O R D I N A T E W I T H O W N E R F O R S P E C I A L " D E - HU M I D I F Y I N G " F E A T U R E O R E Q U I P M E N T F O R S E L E C T E D LO C A T I O N ( I . E . G A R A G E A D J A C E N T T O G U E S T B E D R O O M 2 . TY P E " B " F L U E V E N T - R O U T E D U P T H R O U G H R O O F A B O V E - SE E A L S O S E C O N D F L O O R P L A N . CO M B U S T I O N A I R S U P P L Y D U C T I N W A L L W I T H M I N . 1 4 " x 6 " VE N T S - O N E W I T H I N 6 " O F C E I L I N G A N D O N E W I T H I N 1 2 " O F FL O O R . RE T U R N A I R G R I L L E F O R F A U . V E R I F Y P R O P E R S I Z E A N D LO C A T I O N W / H V A C C O N T R A C T O R A N D E Q U I P M E N T . M F R . 4? x 7 2 " T U B S E T I N T I L E T O M A R B L E D E C K A N D SU R R O U N D A S S E L E C T E D B Y O W N E R . BA R S I N K ( A S S E L E C T E D B Y O W N E R ) W I T H D I S P O S A L . 2 U N D E R C O U N T E R R E F R I G E R A T I O N S ( A S S E L E C T E D B Y OW N E R ) P R O V I D E R E C E S S E D W A L L B O X W I T H I C E M A K E R CO N N E C T I O N W / S H U T - O F F V A L V E . PA S S - T H R U B A R T O E X T E R I O R R EL E V A T E D B A R T O P ( T O P @ + 4 5 " - V E R I F Y W / O W N E R ) W I T H PO N Y W A L L B E L O W . DE C K A R E A D R A I N ( M I N . 4 " x 4 " B R O N Z E ) C O N N E C T E D T O SIT E D R A I N A G E S Y S T E M SL O P E P A V I N G ( A S S P E C I F I E D B Y L A N D S C A P E P L A N S ) SL O P E M I N . 1 % T O D E C K A R E A D R A I N . MA S O N R Y P L A N T E R W A L L ( - 3 0 " H I G H ) W I T H P R E C A S T CO N C R E T E C A P . CO N C R E T E S T E P S O N G R A D E - C O O R D I N A T E W I T H LA N D S C A P E P L A N S F O R F I N A L S Z I N G A N D F I N I S H . PIL A S T E R S , P L A N T S H E L V E S A N D E N T R Y G A T E - S E E EX T E R I O R E L E V A T I O N S MI N . 2 1 / 2 " ∅ D R A I N F R O M D . S . C O L L E C T O R D R A I N C O N N E C T . TO D E C K D R A I N A N D / O R S U B S U R F A C E D R A I N A G E S Y S T E M AL L D O W N S P O U T S T O C O N N E C T T O S U B S U R F A C E D R A I N A G E SY S T E M - S E E G R A D I N G P L A N F O R T E R M I N A T I O N . CE N T R A L V A C U U M S Y S T E M - M A I N P O W E R U N I T L O C A T I O N SU B M I T S P E C S A N D L A Y O U T T O O W N E R F O R A P P R O V A L . 30 " W . R E F R I G E R A T O R W I T H I C E M A K E R 2 B U R N E R G A S C O O K T O P W / C O M B . M I C R O W A V E - EX H A U S T U N I T A B O V E - V E N T E X H A U S T T O E X T E R I O R . SIN G L E C O M P A R T M E N T S I N K W I T H D I S P O S A L . 24 " x 1 9 " D U M B W A I T E R ( M A N U A L O P E R A T I O N U N L E S S O T H E R - WI S E D I R E C T E D B Y O W N E R ) V E R I F Y & C O O R D I N A T E " H O I S T - WA Y " R E Q U I R E M E N T S W I T H M A N U F A C T U R E R . PR O V I D E M I N I M U M 1 0 0 S Q . I N . M A K E - U P A I R T H R O U G H "L O U V E R E D " V E N T I N D O O R T O L A U N D R Y R O O M . 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 (+ / - ) 3 8 " P O N Y W A L L / PL A N T S H E L F W / S T G BE L O W . S L O P E S H E L F T O DR A I N M I N 1 / 4 " P E R 1 2 " 2' - 0 " 1' - 4 " FG SH 2' - 0 " 6' - 4 " 54 EX T E R I O R S H O W E R & DR A I N - V E R I F Y W / OW N E R F O R F I N A L LO C A T I O N SH 1' - 6 " 5' - 0 " TE M P . 2' - 6 " 8' - 0 " 5' - 0 " 1' - 4 " FG XO 5' - 0 " 6' - 4 " HB DS RI G H T EL E V 42 41 DS 30 DS 55 2x 6 30 29 FD 39 FG 12 UT I L I T Y TI L E / 8 ' - 0 " C L G . 38 40 120 2 3 24 22 1 20 2 3 24 2' - 6 " 8' - 0 " 2'-6" 8'-0" BA T H TI L E / 9 ' C L G . 21 2'-6" 8'-0" FG 2'-6" 8'-0" BE D R O O M TIL E / 9 ' C L G . 18 6' - 0 " 8' - 0 " ST U D Y TI L E / 1 0 ' C L G . 1/ 2 B A T H TI L E / 9 ' C L G . 2 1 XO 3' - 0 " 3' - 8 " FG 3' - 0 " 2' - 0 " AB O V E 3'-6" 3'-8"FG 3'-6" 3'-8"FG 34 A A7 XO 4'-0" 3'-0" HB DO W N SE E " E X T E R I O R E L E V A T I O N S " FO R U P P E R W I N D O W S LI N E O F U P P E R B A L C O N Y AN D S T U C C O S O F F I T 35 54 35 36 46 45 48 BA R TI L E / 1 0 ' C L G . 47 H B 43 16 A GR E A T R O O M TI L E / 1 2 ' - 2 5 / 8 " C L G . 16 A 4 D3 PO N Y WA L L 12 61 2' - 8 " 6' - 8 " 57 02 KI T C H E N E T T E TI L E / 9 ' - 7 7 / 8 " C L G . 60 58 231 59 56 AL L U S E A B L E A R E A B E L O W ST G . ST A I R T O B E F I N I S H E D W / 5 / 8 " TY P E ' X ' G Y P . B D . UN D E R S I D E O F S T A I R L A N D I N G SE E S E C T I O N " B " RA I L I N G 5' - 0 " 6' - 8 " 1 D3 17 4'-0" 3'-0" UP WI N E WO O D / 8 ' - 0 " C L G 6'-8" 2'-8" 12 2x 8 16 A DS DS 55 DO W N 17 HA N D R A I L 2 D3 1 D3 RA I L I N G FL O O R S A F E AS S E L E C T E D BY O W N E R FG 2'-6" 6'-0" TEMP. FG 2'-6" 6'-0" TEMP. SG D 12'-0"x6'-8" OXXO TEMP. B A7 RE A R EL E V C A8 HI S VERIFY DIMENSIONS W/OWNER FOR SIZING/INSTALLATION OF 70" T.V. HB 54 DE C K 1 9'-1" SOFFIT 15 38 HA L L CR P T . / 8 ' - 1 " C L G . AL C O V E CA R P T . / 8 ' - 0 " C L G . CL O S E T S Y S T E M S P E R OW N E R R E Q M N T S CL O S E T S Y S T E M S P E R OW N E R R E Q M N T S HE R S CA R P T . / 8 ' - 0 " C L G . 16 20 MS T R . B A T H CR P T . / 9 ' - 7 7 / 8 " C L G . 8' - 1 " S O F F I T 1 16 A FR O N T EL E V 2'-6" 6'-8" 3444 2'-6" 6'-8" UP SGD FG 6' - 0 " 6' - 8 " 6' - 0 " 2' - 0 " AB O V E TE M P FG 3'-2" 5'-0" FG 3'-2" 5'-0" FG 3'-2" 5'-0" FG 3'-2" 5'-0" HB FG 4'-8" 8'-0" LK V DS LE F T EL E V DS 24 23 MS T R . B E D R O O M CR P T . / 1 2 ' - 2 5 / 8 " C L G . 1 16 A DS XO 2' - 6 " 2' - 6 " 55 XO 2' - 6 " 2' - 6 " 16 A DO W N 34 8'-1" SOFFIT 8'-1" SOFFIT 65 4 1 32 24 23 2x6 12 32 2' - 4 " 6' - 8 " D A8 A A7 B A7 C A8 D A8 DS EXISTING WALL TO REMAIN EXISTING OPENING TO BE INFILLED WALL LEGEND: EXISTING TO BE ALTERED EXISTING TO BE REMOVED PROPOSED ADDITIONS EXISTING TO BE DEMOLISHED A A H H 11 22 G G F F E E B B C C D D D8 N D5E D6 S D7 W 25 2424 23 35 34 31 32 28 29 30 27 38 39 37 36 KKK GGG FFF EEE DDD .WW. .UU. .SS. .QQ. .NN. .LL. .JJ..HH. .FF. .GG. .KK. .MM. .PP. .RR. .TT. .VV. .XX. .YY. .ZZ. AAA BBB CCC HHH JJJ 40 33 D7 .S. .N. DEMOLISH EXISTING PLANTER DEMOLISH EXISTING CURVED PATIO WALL DEMOLISH EXISTING CURVED PATIO WALL REPLACE EXISTING NON-CONFORMING GLASS PATIO RAILING W/ NEW 42" HIGH A.F.F. STRUCTURAL GLASS RAILING (TYPICAL) REFINISH AND RE-SLOPE EXISTING PATIO SURFACE FOR CITY STAMPS JOB NAME: ISSUE DATE: PLOT SCALE (ON 24x36): DRAWN BY: SHEET TITLE: SHEET NO: OF SHEETS 5/22/2025 PRELIM REVIEW REVISIONS 17 3 9 O L D M I L L R D / E N C I N I T A S , C A 9 2 0 2 4 TE L : 6 1 9 -97 1 -02 9 2 / E M A I L : M A T T H E W . S P A R K D E S I G N @ G M A I L . C O M SP A R K D E S I G N & M I L L W O R K I N C . 1/4" = 1'-0" D3 19 EXISTING / DEMO LOWER LEVEL FLOOR PLAN SE 5/22/2025 DAY RE S I D E N T I A L R E M O D E L F O R : 24 7 9 O C E A N S T R E E T CA R L S B A D , C A 9 2 0 0 8 DA Y R E S I D E N C E 5NORTH PROJECT GRAPHIC SCALE 0'1'2'4'8' NORTH TRUE ----------------- -I I I ~ -1r4~--+'i:,'i:,7Tf;1 ~~~~~~:;;;o;:;;;;;;:;;:;;;;;;:;;:;;;;;;:;;:;;;;;;:;~ W!fi ~ ~ ~ <D-- ' ~· D> <D-- ---------------- t I I . . ,·.,.. t- I 0 0 0 □ = --= -- --= -----,1-II II II II II II I II II II II II II II I II II II II II II II I II II II II II II 1) II II II II II II I II II II II II II II II LJ I ' -, ' . ---- w I -: -• . _.. ~ '.. I I 1, ,---j I 11 0 I I I I j_J ' J ' j , I I I I I I I I I II II 11 II II II II II II II II II II II II II II II II II II II II II -7 II I 11 I II I II I II I II I 11 11 II II I f_l -1--- - - I I I I I I I I I: -,_ ·I I I I . ----, ' ' ' ' ' ' ' ' ' ' I ' I \ : \ I I I I I I . . ', -----___ o'-f-+-------,~ ---Q 1, I I I I I I I I I 11 I I I i' I I I -Ii----0 I I L, --0 (D ---0 0 ' . ' ' . ' '' I I I I I I I I I I I I I I I I I I I I I I I I I <[] I I I I I I I I I I I I I I I I I I I I I I I I I I I I \/IMS¼½ '-- DN DN ALL MATERIA L USED FOR CONSTRUCTIN G AND FORMIN G FLASHIN GS, SCUPPERS, GUTTERS AND DOWNSPOUTS AND ROOF PLAN NOTES SHALL BE LIG HT COLD ROLLED COPPER (CLASS 'A' LEAD COATED COPPER WHERE IN DIC ATED OR RECOMMENDED) IN WEIG HT FOR THE SPECIF IC APPLICATIO N AS RECOMMENDED BY THE LATEST EDIT IO N OF "SMACNA". PROVID E AND IN STALL FLASHIN G AND REQUIR ED COUNTER- FLASHIN GS AT ALL ROOF IN TERSECTIO NS. PIT CH BREAKS. ROOF PENETRATIO NS, ETC. AS MAY BE REQUIR ED TO ASSURE A WEATHER-TIG HT ROOF SYSTEM. ROOF TIL E (MIN . ROOF PIT CH = 4" IN 12"): EQUAL TO ? 01 TWO-PIE CE MIS SIO N AS MANUFACTURED BY US CLAY TIL E CO. (I.C.B.O. REPORT NO. ER-3523). IN STALL CONFORMIN G TO MFR.S'. IN STRUCTIO NS, AND SPECIF IC ATIO NS, DIVIS IO N 7 MIN IM UM TWO LAYER 30# FELT UNDERLAYMENT. (COLOR TO BE AS SELECTED BY ARCHIT ECT OR OWNER) FORMED COPPER CHIM NEY CRIC KET FLASHIN G. CONTIN UOUS FORMED COPPER GUTTER AND DOWNSPOUTS ALL DOWNSPOUTS ARE TO BE CONNECTED TO SUBSURFACE DRAIN AGE SYSTEM-SEE ALSO SIT E PLAN CONTIN UOUS SOFFIT VENT AS DESCRIB ED BELOW DORMER ROOF VENT AS DESCRIB ED BELOW CLOAKED TIL E ROOF VENT AS DESCRIB ED BELOW LIN E OF STUCCO SOFFIT ED EAVE-SEE EXTERIO R ELEVATIO NS. ALL CHIM NEYS SHALL BE EQUIP PED WIT H APPROVED SPARK ARRESTORS IN STALL TWO ROOF JACKS ABOVE WATER HEATER IN ONE STORY GARAGE BELOW IN STALL (2) 3/4" PIPES TO THE MOST CONVENIE NT FUTURE SOLAR PANEL LOCATIO N ON THE MOST SOUTH FACIN G ROOF PIP IN G SHALL BE IN SULATED 02 03 04 05A 05B 06 07 08 09 ATTIC VENTIL ATIO N: ATTIC AREA OF 4.223 SQ. FT. @ 1/300 = 14.07 VENTIL ATIO N REQ'D. PROVID E ? L.F. OF 6" WID E CI- CONTIN UOUS SOFFIT VENT (MIN . 9 SQ. IN . PER L.F.) FOR 6 SQ. FT. VENTIL ATIO N-SEE ROOF PLAN FOR LOCATIO N (SOFFIT VENT TO BE WHIT E PVC) PROVID E COPPER DORMER ROOF VENTS (MIN . 1 SQ. FT SCREENED VENTIL ATIO N PER VENT) TOTAL OF 7 FOR 7 SQ. FT. PROVID E "CONCEALED" CLOAKED VENTS IN 16 OZ COPPER (MIN . 100 SQ. IN . VENTIL ATIO N EACH) AS MANUFACTURED BY "O'HAGIN 'S IN C." TOTAL OF 9 FOR 6.25 SQ. FT. TOTAL PROPOSED VENTIL ATIO N AREA 19.25 SQ. FT. DS DS DS DS DS DS DSDS 05 01 5B 5B 5B DS O8 03 3 D1 3 D1 1 D1 4 D1 3 D1 2 D1 2 D1 1 D1 1 D1 03 DS 5B 3 D1 3 D1 09 1 D1 4 D1 03 06 1 D1 2 D1 1 D1 1 D1 03 06 2 D1 2 D1 3 D1 3 D1 2 D1 4 D1 07 6 D1 2 D1 2 D1 DS 1 D1 2 D1 3 D1 2 D1 3 D1 1 D1 0603 04 1 D1 1 D1 04 1 D1 2 D1 06 D.S. COLLECTOR HEAD WIT H MIN . 2 1/2"∅ DOWN DRAIN / LEADER DRAIN TO CONNECT TO SUBSURFACE DRAIN AGE SYSTEM A A7 B A7 C A8 D A8 A A7 B A7 C A8 D A8 DS INCLUDED FOR REFERENCE ONLY -NO CHANGES PROPOSED - NOTE: A A H H 11 22 G G F F E E B B C C D D D8 N D5E D6 S D7 W FOR CITY STAMPS JOB NAME: ISSUE DATE: PLOT SCALE (ON 24x36): DRAWN BY: SHEET TITLE: SHEET NO: OF SHEETS 5/22/2025 PRELIM REVIEW REVISIONS 17 3 9 O L D M I L L R D / E N C I N I T A S , C A 9 2 0 2 4 TE L : 6 1 9 -97 1 -02 9 2 / E M A I L : M A T T H E W . S P A R K D E S I G N @ G M A I L . C O M SP A R K D E S I G N & M I L L W O R K I N C . 1/4" = 1'-0" D4 19 EXISTING / DEMO ROOF PLAN SE 5/22/2025 DAY RE S I D E N T I A L R E M O D E L F O R : 24 7 9 O C E A N S T R E E T CA R L S B A D , C A 9 2 0 0 8 DA Y R E S I D E N C E 6NORTH PROJECT GRAPHIC SCALE 0'1'2'4'8' NORTH TRUE 0 I I ." --11 ,' 1: I ,·11 . 11 11 ,'11 ', l· I 1· -, I.' . I . .. I I .; I -I .-. I :,•:. ·.: ·.·,-: ,'-:·•:.-:.,I ·:_' ..• ,. I I : 'I • 11 ' I, " I • . I , 'I , I • .,-. 1 • __ .1·. r :-1 -i:. .-•1: 'j ·'{: I ~ I I ----------~ ~ I I • • ,. . . _, .... ,_ ' --·-' ., ; . . . . . . . -. . . , . • . . -. . ·-' ' -: ' --. -• ,,, '" <[] -· '•- UPPER LEVEL 36'-0" (36.00') ROOF PLATE 51'-1" (51.08') U.L. PLATE 46'-1" (46.08') GARAGE (T.O. CURB) 38'-4" (38.33') 1 2 41 STUCCO REFINISH(56 SF) STUCCO REFINISH(48 SF) DEMOLISH EXISTING ENTRY ARCHITECTURAL FEATURE, GATE AND STEPS UPPER LEVEL 36'-0" (36.00') ROOF PLATE 51'-1" (51.08') L.L. PLATE 34'-7 1/4" (34.60') U.L. PLATE 46'-1" (46.08') GARAGE (T.O. CURB) 38'-4" (38.33') 7 .E. .F. STUCCO REFINISH(143 SF) UPPER LEVEL 36'-0" (36.00') ROOF PLATE 51'-1" (51.08') L.L. PLATE 34'-7 1/4" (34.60') U.L. PLATE 46'-1" (46.08') GARAGE (T.O. CURB) 38'-4" (38.33') A B STUCCO REFINISH (162 SF) DEMOLISH EXISTING ENTRY ARCHITECTURAL FEATURE, GATE AND STEPS UPPER LEVEL 36'-0" (36.00') ROOF PLATE 51'-1" (51.08') L.L. PLATE 34'-7 1/4" (34.60') U.L. PLATE 46'-1" (46.08') GARAGE (T.O. CURB) 38'-4" (38.33') AB STUCCO REFINISH (162 SF) DEMOLISH EXISTING ENTRY ARCHITECTURAL FEATURE, GATE AND STEPS FOR CITY STAMPS JOB NAME: ISSUE DATE: PLOT SCALE (ON 24x36): DRAWN BY: SHEET TITLE: SHEET NO: OF SHEETS 5/22/2025 PRELIM REVIEW REVISIONS 17 3 9 O L D M I L L R D / E N C I N I T A S , C A 9 2 0 2 4 TE L : 6 1 9 -97 1 -02 9 2 / E M A I L : M A T T H E W . S P A R K D E S I G N @ G M A I L . C O M SP A R K D E S I G N & M I L L W O R K I N C . 1/4" = 1'-0" D5 19 EXISTING / DEMO EXTERIOR ELEVATION SE 5/22/2025 DAY RE S I D E N T I A L R E M O D E L F O R : 24 7 9 O C E A N S T R E E T CA R L S B A D , C A 9 2 0 0 8 DA Y R E S I D E N C E 7GRAPHIC SCALE 0'1'2'4'8' SCALE: 1/4" = 1'-0" E EAST (FRONT) - EXISTING / DEMO SCALE: 1/4" = 1'-0" .E.EAST (COURTYARD) -EXISTING / DEMO SCALE: 1/4" = 1'-0" .S.SOUTH (COURTYARD) - EXISTING / DEMO SCALE: 1/4" = 1'-0" .N.NORTH (COURTYARD) - EXISTING / DEMO ' m I '° T. PL. l 38.JJ' ... ~ or CUR ~ I 7 I . . . . . . .. . ' ' \i ~ '. > < •.... -.... · ., . ' ' t:1' " • • g,~~1 ' :· ' . • •. , . ' • : • . :·, ' _··~·~I ·,,__·,.,.-.,. , ... ~· 1n1 I ~~6 1~11 :I -,. ~/ ~,j '. : • •. • • • ··• · 11==w==w==_111==11 / /@:-->=----7L ~ ~ • •• / =_I I. I, 1.11.==I. I I ,_I IIRl_l I IT½ .. r;-;,111:;:;= 11, _111-_-_I I_/ I I-ti 1-111-1 IF:'ti II~ 1-. I li==I 1 1-.. ti l=ttt----=1 -/ □ _J,_. L...l..L..i-1......, 7 0 I --➔ ~ L_ ---.l-------,-; . , ·-. . ' -, . ' '. • ·.: :' _:·, '.:·'.:· .. • ~:·~7 ;:·,::;:.;~ .i ' .-!-. :·-:··-··_<··=·--: .. :.·., _1 _·l,_._.// --➔ :·-.·--~ -:·",. ; ',. -~ • ·• ... .• •· : •i. •• , i • ~. :' I ....... -~.· •• : ..• : .,· , . • ' •.. ·. ' : ' :: , •. 1,. • ~-• .• • •. • ,·. • .·: ••• : /1i~.~I/."."'~,·•.·~~~ -➔ /= :ti l==I 11 111==111= 11 l==ITI 111 :ti 1==111==1 UPPER LEVEL 36'-0" (36.00') ROOF PLATE 51'-1" (51.08') LOWER LEVEL 22'-4" (22.33') POOL DECK 16'-4 7/16" (16.37') U.L. PLATE 46'-1" (46.08') L.L. (RAISED) 24'-10 3/4" (24.90') GARAGE (T.O. CURB) 38'-4" (38.33') AHGFEBCD BEACH 8'-4 7/16" (8.37') .KK..GG. 2 AB .G..H..J..K..L..M. 911 CCC 25 .JJ.23 .HH. .FF. STUCCOREFINISH (1,129 SF) REPLACE EXISTING NON-CONFORMING GLASS RAILINGS W/ NEW 42" HIGH A.F.F. STRUCTURAL GLASS RAILING (TYPICAL) DEMOLISH EXISTING ARCHITECTURAL CORBEL & ARCH FEATURES (TYP)DEMOLISH EXISTING ARCHITECTURAL CORBEL & ARCH FEATURES (TYP) FOR CITY STAMPS JOB NAME: ISSUE DATE: PLOT SCALE (ON 24x36): DRAWN BY: SHEET TITLE: SHEET NO: OF SHEETS 5/22/2025 PRELIM REVIEW REVISIONS 17 3 9 O L D M I L L R D / E N C I N I T A S , C A 9 2 0 2 4 TE L : 6 1 9 -97 1 -02 9 2 / E M A I L : M A T T H E W . S P A R K D E S I G N @ G M A I L . C O M SP A R K D E S I G N & M I L L W O R K I N C . 1/4" = 1'-0" D6 19 EXISTING / DEMO EXTERIOR ELEVATION SE 5/22/2025 DAY RE S I D E N T I A L R E M O D E L F O R : 24 7 9 O C E A N S T R E E T CA R L S B A D , C A 9 2 0 0 8 DA Y R E S I D E N C E 8 SCALE: 1/4" = 1'-0" S SOUTH (SIDE) - EXISTING / DEMO [ SllNC Fl NISH GRAD[ [ SllNG "fffACI I" 1rvn -[ S'flNC SCA W/\LL +--- +--- +--- +--- +--- +--- 0 i------:; -L . ---.------+-,-.--. . . ' ' . . ~-... ••''•'-' . ... . -:_ ~ ~: .,_ ~ . . ; UPPER LEVEL 36'-0" (36.00') ROOF PLATE 51'-1" (51.08') LOWER LEVEL 22'-4" (22.33') POOL DECK 16'-4 7/16" (16.37') U.L. PLATE 46'-1" (46.08') L.L. (RAISED) 24'-10 3/4" (24.90') GARAGE (T.O. CURB) 38'-4" (38.33') 12 BEACH 8'-4 7/16" (8.37') GGG FFF EEE DDD HHH 2424 .WW..UU. .SS. .TT..VV..XX.AAABBB .YY..ZZ. .NN..LL. .PP..MM. .N..P..Q..S..T.1010.V..W..X..Y. 40 .Z..U..R. STUCCO REFINISH (984 SF) REPLACE EXISTING NON-CONFORMING GLASS BALCONY RAILING W/ NEW 42" HIGH A.F.F. STRUCTURAL GLASS RAILING (TYPICAL) REPLACE EXISTING NON-CONFORMING GLASS PATIO RAILING W/ NEW 42" HIGH A.F.F. STRUCTURAL GLASS RAILING (TYPICAL) DEMOLISH EXISTING ARCHITECTURAL CORBEL & ARCH FEATURES (TYP) LOWER LEVEL 22'-4" (22.33') L.L. PLATE 34'-7 1/4" (34.60') L.L. (RAISED) 24'-10 3/4" (24.90') HGFE .QQ. .RR.STUCCO REFINISH (31 SF) LOWER LEVEL 22'-4" (22.33') L.L. PLATE 34'-7 1/4" (34.60') L.L. (RAISED) 24'-10 3/4" (24.90') H G F E 25 CCCSTUCCO REFINISH (27 SF) FOR CITY STAMPS JOB NAME: ISSUE DATE: PLOT SCALE (ON 24x36): DRAWN BY: SHEET TITLE: SHEET NO: OF SHEETS 5/22/2025 PRELIM REVIEW REVISIONS 17 3 9 O L D M I L L R D / E N C I N I T A S , C A 9 2 0 2 4 TE L : 6 1 9 -97 1 -02 9 2 / E M A I L : M A T T H E W . S P A R K D E S I G N @ G M A I L . C O M SP A R K D E S I G N & M I L L W O R K I N C . 1/4" = 1'-0" D7 19 EXISTING / DEMO EXTERIOR ELEVATION SE 5/22/2025 DAY RE S I D E N T I A L R E M O D E L F O R : 24 7 9 O C E A N S T R E E T CA R L S B A D , C A 9 2 0 0 8 DA Y R E S I D E N C E 9 SCALE: 1/4" = 1'-0" W WEST (REAR) - EXISTING / DEMO SCALE: 1/4" = 1'-0" .S.L.L. DECK (SOUTH) - EXISTING / DEMO SCALE: 1/4" = 1'-0" .N.L.L. DECK (NORTH) - EXISTING / DEMO -c------t-- I +36.00' T.FLR. SH I 'C. I ------j ~ ' - - b ' -----j I I I - [XISIINC STON[ MASONRY WALL -I - ..J ----[XISIING flNISH GRADE . +22.33' FIN. FLR. SLAB ..,. L ----- I j • ' . ... +15.71' B.W. t: -~RE t>.R (W EST) ELEVATION LINE OF SWIMMING POOL $(P/\RAT[ PCRMIT ..... ___,:_.....:........:.... .:.., ,f- I . ------------------------------------ Const. Docs. (Pen Const. Docs. for P ---'--"l"t'-'= Uliof! ot Do.::~rnent~ ■ Archi C 2000 DAVIS GROUP ■ A ■Wayne Da\ All desi,gn!I and drawings wiihi Pf0per1l' oflhc iin::hilcct. l l)l'epamd JoFthe exclusive us,r ui.e 4r CQpying i:if tho de!Jgn written authori7..111ion ffom lhe 5' 0" HICII fl ROPCRTY LIN[ r CNCC WQ1ale5 cop1right law. An di~repancies discovered in --"""'EXISTING-C-ONC:-"W-.LL -----------"inffle3'ialewii1Iifl11oliliciitiao- contractor. Proper inslruclio ~ceding with any related shall not be used lnrcon~ru all lll(luin,d 11c1mil,s and an: y. original signalun,, of\ Pholocopy J, PROJECT NUMBI -~------------- EXTERIOF r --------- 1 L !I / UPPER LEVEL 36'-0" (36.00') ROOF PLATE 51'-1" (51.08') LOWER LEVEL 22'-4" (22.33') POOL DECK 16'-4 7/16" (16.37') U.L. PLATE 46'-1" (46.08') L.L. (RAISED) 24'-10 3/4" (24.90') GARAGE (T.O. CURB) 38'-4" (38.33') A HGFEBCD BEACH 8'-4 7/16" (8.37') KKK JJJ AABB CCDD EE 5 C D 40 STUCCOREFINISH (1,276 SF) REPLACE EXISTING NON-CONFORMING GLASS RAILINGS W/ NEW 42" HIGH A.F.F. STRUCTURAL GLASS RAILING (TYPICAL) DEMOLISH EXISTING ARCHITECTURAL CORBEL & ARCH FEATURES (TYP)DEMOLISH EXISTING ARCHITECTURAL CORBEL & ARCH FEATURES (TYP) FOR CITY STAMPS JOB NAME: ISSUE DATE: PLOT SCALE (ON 24x36): DRAWN BY: SHEET TITLE: SHEET NO: OF SHEETS 5/22/2025 PRELIM REVIEW REVISIONS 17 3 9 O L D M I L L R D / E N C I N I T A S , C A 9 2 0 2 4 TE L : 6 1 9 -97 1 -02 9 2 / E M A I L : M A T T H E W . S P A R K D E S I G N @ G M A I L . C O M SP A R K D E S I G N & M I L L W O R K I N C . 1/4" = 1'-0" D8 19 EXISTING / DEMO EXTERIOR ELEVATION SE 5/22/2025 DAY RE S I D E N T I A L R E M O D E L F O R : 24 7 9 O C E A N S T R E E T CA R L S B A D , C A 9 2 0 0 8 DA Y R E S I D E N C E 10 SCALE: 1/4" = 1'-0" N NORTH (SIDE) - EXISTING / DEMO . I 0 :,. ~ ' "' I 11 I I I I ~~r'::::-·:;::=• ·:::-=:::;:· •. ::::i:. =='.:::::::::;i I I I ,._., ~ 'TT -' -<" r ;" -, ~ l ..,fq.,_":T1 f ! I _,, • ;_ · ':.- ,..,, ~ L ~ i i ' int'+ ~ • 'r . ~~· • ·-·-. ----~~wmff7 '_,....~~#,-;t..~T~~~l_t,r~~ LC ~ dw~ ', • ~.@F-~-~l_c,cq_)_~~ > --1-~ - ~"'1' 1"111-b, -I' ' , -tlfw,i:t; ::1 t , ~ ,., Pi-! --: ' -r r · I.CL. 5½" ,•:<<'11<,0 .• -:·,., iOrrCROO.WNS~;~;C()NNcl/1r6 .'; ·-.;·: .• •1.·-.:;.r ··.:.·~ •••.... >.'-.··•·•L;l -,, ~.t:".~~-;t1:•,-,+-' '.~ill 1 •• ~~ .~ ,, L~~J·~:J::r~:c 1 ;.1---·J-. _,~:-'::';-~:--~-----suasuR.rticcoRA1Nr.i.ct rYr-.·-·;· ,..,._ ~ -·_._·_. ·,-·•_. __ .. ,_ '-: ___ ._·-··.·:, '-.t -l--1-1 J''\J 1•• 1 '7¼-.iJ~~ --.f; ,.1__n_ ··1.. '--!"-1-~:./V..:.Ll·L-.. ----"-+------1 --· ~ -,: \f-·. -. · '. _.: .,r ,,._-• • -I 0 DN DN DN DN UP DN DN DN A A 1 2 B B C C D D PROPOSED NEW ENTRY PATH AND STEPS PROPOSED NEW WATER FOUNTAIN AND POND 8'-0" R 8'-0" R 8'-0" R 8'-0" R 8'-0" R 8'- 0 " R 8 '- 0 " PROPOSED NEW PERMEABLE PAVING (SHOWN HATCHED) PROPOSED NEW PERMEABLE PAVING (SHOWN HATCHED) PROPOSED NEW PERMEABLE PAVING (SHOWN HATCHED) 4R@6"= 2'-0" 3T@13"= 4'-3"1'-7"1'-5"5'-1" 9'-9" 8' - 9 " 1' - 1 " 5' - 0 " 1'- 7 " PROPOSED ARCHITECTURAL BUILD-OUT (VERIFY) 1'-10" TO ALIGN FLUSH WITH SURFACES OF EXISTING ROOF OVERHANG ABOVE TO ALIGN FLUSH WITH SURFACES OF EXISTING ROOF OVERHANG ABOVE PROPOSED ARCHITECTURAL BUILD-OUT (VERIFY) 1'-10" ENTRY STAIR GARAGE 1 GARAGE 2 COURTYARD PROPOSED NEW PERMEABLE PAVING (SHOWN HATCHED) H H 1 2 G G F F E E PROPOSED ARCHITECTURAL BUILD-OUT PROPOSED PATIO EXTENSION (80 SF) SQUARE OUT EXISTING PATIO CORNER (4 SF) REFINISH AND RE-SLOPE EXISTING PATIO SURFACE (VERIFY) 1'-10" MIN. 2'-6" (VERIFY) 1'-6" TO ALIGN FLUSH WITH SURFACES OF EXISTING ROOF OVERHANG ABOVE 2' - 8 " 2' - 8 " BEDROOM POWDER STUDY BAR GREAT ROOM MSTR. BEDROOM PATIO EXISTING POOL EXISTING SPA FOR CITY STAMPS JOB NAME: ISSUE DATE: PLOT SCALE (ON 24x36): DRAWN BY: SHEET TITLE: SHEET NO: OF SHEETS 5/22/2025 PRELIM REVIEW REVISIONS 17 3 9 O L D M I L L R D / E N C I N I T A S , C A 9 2 0 2 4 TE L : 6 1 9 -97 1 -02 9 2 / E M A I L : M A T T H E W . S P A R K D E S I G N @ G M A I L . C O M SP A R K D E S I G N & M I L L W O R K I N C . 1/4" = 1'-0" A1 19 PROPOSED FRONT & REAR YARDS SE 5/22/2025 DAY RE S I D E N T I A L R E M O D E L F O R : 24 7 9 O C E A N S T R E E T CA R L S B A D , C A 9 2 0 0 8 DA Y R E S I D E N C E 11 SCALE:1/4" = 1'-0"1 FRONT YARD PROPOSED PLAN SCALE: 1/4" = 1'-0" 2 REAR YARD PROPOSED PLAN NORTH PROJECT GRAPHIC SCALE 0'1'2'4'8' NORTH TRUE • ·1---c-~-~~-~---~-~~-~---~-~--~----,-~~-------------------1 --·· -. -~-------·---.....,__,_~---.• ---~---~--· -~-----· -· ~---~•-------------------... I I I I I I I I I I .... . . , : I . I : - I I I I I I .·.••· I .. • I I ·•··· .. ' . -} .. 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'. ~--------------~----------------------------------..... ....., __________________________________ ~ ___________ _. , '• DN DN DN DN EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED PLAN LEGEND: NEW SHEAR WALL PER STRUCT. ADDITIONS NEW 2x WOOD FRAMED WALL NEW STRONGWALL PER STRUCT. 1i 101 WINDOW TAG, SEE WINDOW SCHEDULE SHEET A10 DOOR TAG, SEE DOOR SCHEDULE SHEET A10 PROPOSED NEW STRUCTURAL BEAM, SEE STRUCTURAL DRAWINGS (W)" CLR 36 " C L R ST E P #" CLEAR LANDING AT EXTERIOR DOOR SLOPE AT EXTERIOR LANDING NOT TO EXCEED 1/4" / 1'-0" (2%) STEP AT EXTERIOR THRESHOLD NOT TO EXCEED 7-3/4" MAX. WATER CLOSET SETTING (CPC 402.5) 15"15" CLR MIN 30" CL R MI N 24 " 15" MIN REQ CLEAR FROM CENTER TO A SIDE WALL OR OBSTRUCTION 24" MIN REQ CLEAR SPACE IN FRONT OF FIXTURE ℄ (SHALL BE SET LEVEL AND IN PROPER ALIGNMENT W/ ADJACENT WALLS) A A H H 11 22 G G F F E E B B C C D D D8 N D5E D6 S D7 W 2 5 4 1 6 3 22 20 15 16 21 17 13 EE AB CDCCDDAABB 14 18 19 GUEST BEDRM. 1 BATH 1 BA. 1 W/C G BR. 1 CLO GUEST BEDRM. 2 BATH 2 BA. 2 W/C G BR. 2 CLO HALL ENTRY STAIR FOYERDINING ROOM NOOK KITCHEN PANTRY LIVING ROOM BALCONY GARAGE 1 GARAGE 2 7-N 8-N 10-N 12-N 9-N 11-N .F.N .L.N.M.N .E.N COURTYARD A5 .S. A5.E.A5 .N. (ABV) (VERIFY) 1'-10" (VERIFY) 1'-10" EXISTING OVERHANG ABOVE AL I G N EXISTING OVERHANG ABOVE AL I G N EXISTING OVERHANG ABOVE (VERIFY) 1'-10" AL I G N 1/4" / 1'-0" 1/4" / 1'-0" 0" / 1'-0" 0" / 1'-0" 1/ 4 " / 1 ' - 0 " 14 4 " C L R 36" CLR STEP 1" 20 4 " C L R 36" CLR STEP 1" 18 0 " C L R 36" CLR STEP 1" REPLACE EXISTING NON-CONFORMING GLASS BALCONY RAILING W/ NEW 42" HIGH A.F.F. STRUCTURAL GLASS RAILING (TYPICAL) 1" WIDE SLOT OVER 2" WIDE TRENCH @ BALCONY EDGE FOR DRAINAGE REFINISH AND RE-SLOPE EXISTING BALCONY SURFACE W/ NEW WATERPROOFING TO REPAIR DRAINAGE PONDING FOR CITY STAMPS JOB NAME: ISSUE DATE: PLOT SCALE (ON 24x36): DRAWN BY: SHEET TITLE: SHEET NO: OF SHEETS 5/22/2025 PRELIM REVIEW REVISIONS 17 3 9 O L D M I L L R D / E N C I N I T A S , C A 9 2 0 2 4 TE L : 6 1 9 -97 1 -02 9 2 / E M A I L : M A T T H E W . S P A R K D E S I G N @ G M A I L . C O M SP A R K D E S I G N & M I L L W O R K I N C . 1/4" = 1'-0" A2 19 PROPOSED UPPER LEVEL FLOOR PLAN SE 5/22/2025 DAY RE S I D E N T I A L R E M O D E L F O R : 24 7 9 O C E A N S T R E E T CA R L S B A D , C A 9 2 0 0 8 DA Y R E S I D E N C E 12NORTH PROJECT GRAPHIC SCALE 0'1'2'4'8' FIRE-BLOCKING REQUIREMENTS FIRE-BLOCKING SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS. CONCEALED HORIZONTAL SPACES SHALL ALSO BE FIRE-BLOCKED AT INTERVALS NOT EXCEEDING 10 FEET 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCURING AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIRS STRINGERS AT THE TOP AND BOTTOM OF THE RUN. 4. AT ALL SPACES BETWEEN CHIMNEYS AND FLOORS/CEILINGS THROUGH WHICH CHIMNEYS PASS. GENERAL NOTES A. KITCHEN FAUCETS: MAX FLOW RATE NOT TO EXCEED 1.5 GALLONS PER MINUTE AT 60 PSI B. THE CONTROL VALVES IN SHOWERS, TUB/SHOWERS, BATHTUBS, AND BIDETS MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES C. STANDARD DISHWASHERS: 4.25 GALLONS PER CYCLE D. COMPACT DISHWASHERS: 3.5 GALLONS PER CYCLE E. CLOTHES WASHERS: WATER FACTOR OF 6 GALLONS PER CUBIC FEET OF DRUM CAPACITY F. 4" DIAMETER DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FEET, INCLUDING TWO 90-DEGREE ELBOWS. 5" DIAMETER DRYER DUCTS MAY RUN UP TO 25 FEET. G. EXHAUST DUCTS AND DRYER VENTS SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS NORTH TRUE D> 0 LJ ' . -:· [] ·, . ~.',,,. ,.,_ _,.,, __ s-c---~-,-,-,--, . . . ; • r ' ". •. .:. .. ' ' I".. • --. <[] r r l _J I .. : . · 1· ; ·" . ' ' . . . . . . ' . ' ,. -.. I ·' '•; ' I I I . ', . ' -----·-,.._ -----·------------------------------.,--------· -------............. CJ 0 DN UP DN DN DN UP EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED PLAN LEGEND: NEW SHEAR WALL PER STRUCT. ADDITIONS NEW 2x WOOD FRAMED WALL NEW STRONGWALL PER STRUCT. 1i 101 WINDOW TAG, SEE WINDOW SCHEDULE SHEET A10 DOOR TAG, SEE DOOR SCHEDULE SHEET A10 PROPOSED NEW STRUCTURAL BEAM, SEE STRUCTURAL DRAWINGS (W)" CLR 36 " C L R ST E P #" CLEAR LANDING AT EXTERIOR DOOR SLOPE AT EXTERIOR LANDING NOT TO EXCEED 1/4" / 1'-0" (2%) STEP AT EXTERIOR THRESHOLD NOT TO EXCEED 7-3/4" MAX. WATER CLOSET SETTING (CPC 402.5) 15"15" CLR MIN 30" CL R MI N 24 " 15" MIN REQ CLEAR FROM CENTER TO A SIDE WALL OR OBSTRUCTION 24" MIN REQ CLEAR SPACE IN FRONT OF FIXTURE ℄ (SHALL BE SET LEVEL AND IN PROPER ALIGNMENT W/ ADJACENT WALLS) A A H H 11 22 G G F F E E B B C C D D D8 N D5E D6 S D7 W 23 35 34 31 32 28 29 30 27 38 39 37 36 KKK .HH. .FF. .GG. JJJ 40 26-N 24-N 25-N .SS.N .QQ.N .LL.N .JJ.N .TT.N .MM.N .RR.N .KK.N .YY.N CCC.N HHH.N (ABV) (ABV) (ABV) (ABV) (ABV) (ABV) (ABV) 33 BEDROOM BATH POWDER HALL STUDY HALL BAR GREAT ROOM UTILITY STAIR STORAGE ALCOVE WINE HIS HERS BR CLOSET KITCHENETTE MSTR. BEDROOM MSTR. SHR MSTR. W/C MSTR. BATH PATIO A7 .N. A7 .S. A8 N A5E A6 S A7 W TO ALIGN FLUSH WITH SURFACES OF EXISTING ROOF OVERHANG ABOVE PROPOSED ARCHITECTURAL BUILD-OUT PROPOSED PATIO EXTENSION (80 SF) SQUARE OUT EXISTING PATIO CORNER (4 SF) REFINISH AND RE-SLOPE EXISTING PATIO SURFACE (VERIFY) 1'-10" MIN. 2'-6" (VERIFY) 1'-6" 2' - 8 " 2' - 8 " 1/4" / 1'-0" 0" / 1'-0" 0 " / 1'-0 " 1/4" / 1'-0" 14 4 " C L R 36" CLR STEP 1" 20 4 " C L R 36" CLR STEP1" REPLACE EXISTING NON-CONFORMING GLASS PATIO RAILING W/ NEW 42" HIGH A.F.F. STRUCTURAL GLASS RAILING (TYPICAL)1" WIDE SLOT OVER 2" WIDE TRENCH @ PATIO EDGE FOR DRAINAGE FOR CITY STAMPS JOB NAME: ISSUE DATE: PLOT SCALE (ON 24x36): DRAWN BY: SHEET TITLE: SHEET NO: OF SHEETS 5/22/2025 PRELIM REVIEW REVISIONS 17 3 9 O L D M I L L R D / E N C I N I T A S , C A 9 2 0 2 4 TE L : 6 1 9 -97 1 -02 9 2 / E M A I L : M A T T H E W . S P A R K D E S I G N @ G M A I L . C O M SP A R K D E S I G N & M I L L W O R K I N C . 1/4" = 1'-0" A3 19 PROPOSED LOWER LEVEL FLOOR PLAN SE 5/22/2025 DAY RE S I D E N T I A L R E M O D E L F O R : 24 7 9 O C E A N S T R E E T CA R L S B A D , C A 9 2 0 0 8 DA Y R E S I D E N C E 13NORTH PROJECT GRAPHIC SCALE 0'1'2'4'8' FIRE-BLOCKING REQUIREMENTS FIRE-BLOCKING SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS. CONCEALED HORIZONTAL SPACES SHALL ALSO BE FIRE-BLOCKED AT INTERVALS NOT EXCEEDING 10 FEET 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCURING AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIRS STRINGERS AT THE TOP AND BOTTOM OF THE RUN. 4. AT ALL SPACES BETWEEN CHIMNEYS AND FLOORS/CEILINGS THROUGH WHICH CHIMNEYS PASS. GENERAL NOTES A. KITCHEN FAUCETS: MAX FLOW RATE NOT TO EXCEED 1.5 GALLONS PER MINUTE AT 60 PSI B. THE CONTROL VALVES IN SHOWERS, TUB/SHOWERS, BATHTUBS, AND BIDETS MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES C. STANDARD DISHWASHERS: 4.25 GALLONS PER CYCLE D. COMPACT DISHWASHERS: 3.5 GALLONS PER CYCLE E. CLOTHES WASHERS: WATER FACTOR OF 6 GALLONS PER CUBIC FEET OF DRUM CAPACITY F. 4" DIAMETER DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FEET, INCLUDING TWO 90-DEGREE ELBOWS. 5" DIAMETER DRYER DUCTS MAY RUN UP TO 25 FEET. G. EXHAUST DUCTS AND DRYER VENTS SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS NORTH TRUE .--- I ' _. ' I I .,. I I I I I I, i. I . I I '[ I -- -- -- -- I _, ,· I , . I· I f I I ., I I 7. i ., .• i'. ., I .-,1 .· I • -,. ., ,_ I . I.. I I I _, I I ,_. I I I ,· I I . ,_ I I • ,· I I· ,. 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'' :1 _r-'\ ~ ·-_,_J ___ ·_ -----~-~-- ·--□ ' . .. ---- -- > I ,. ,_ ' , . ___ ,_., __ -_ ·--·----, ___ J, -----~----- -- ---- . ______ ._ ·-,_, __ _ ·o -- ' ' 0 -: . •' '.: ' ' , '' -- -- ·I I ,· ·'· i I 1.- I ,. ·-I I ., I ,: □ ·: :· ,., :-: • '' ' : ~ •• ,-,•. ; ! ~ ,,_, . ,. "' ',, .. :·:· :-·: " ., ' ._ :·: '' '' ,_,, ., '• • ~ : '.- □ I -,-1. _,. I . ,, ·I I I ,· I ,_ I .,_ -- ,. I . I . ,. I I. r I _, ·, I I ., ' ' ' - , __ , _________ • -"---<..---· ---- -- o : ----.---c;--- • I I I □ , . ' ' . -- -- I . I I i -- -- II ·11. n .'II ~I II', : II · II II · JI 'II II '11 ·11. • JI ·:: .::. r::, II II II' ~-~Jlc.;,;Jtc.;c_ I I I I ,I I I I -7 ------ -- -- -.---------------------- ---- -- -- -- -- ---- -- I I I ---0 I I I I I I I I I I I I I I I I I I I I I I <[] I I I I I I I I I I I I I I I I I I I I I I I CJ 0 I I D I I I ---- -- UPPER LEVEL 36'-0" (36.00') ROOF PLATE 51'-1" (51.08') U.L. PLATE 46'-1" (46.08') GARAGE (T.O. CURB) 38'-4" (38.33') 1 2 41 17 ' - 8 " NEW WOOD FRAME W/ STUCCO (15 SF) NEW WOOD FRAME W/ STUCCO (15 SF) NEW WOOD FRAME W/ STUCCO (15 SF) NEW WOOD FRAME W/ STUCCO (15 SF) UPPER LEVEL 36'-0" (36.00') ROOF PLATE 51'-1" (51.08') L.L. PLATE 34'-7 1/4" (34.60') U.L. PLATE 46'-1" (46.08') GARAGE (T.O. CURB) 38'-4" (38.33') A B NEW WOOD FRAME W/ STUCCO (13 SF) UPPER LEVEL 36'-0" (36.00') ROOF PLATE 51'-1" (51.08') L.L. PLATE 34'-7 1/4" (34.60') U.L. PLATE 46'-1" (46.08') GARAGE (T.O. CURB) 38'-4" (38.33') 7-N .E.N .F.N NEW WINDOWS (63 SF) UPPER LEVEL 36'-0" (36.00') ROOF PLATE 51'-1" (51.08') L.L. PLATE 34'-7 1/4" (34.60') U.L. PLATE 46'-1" (46.08') GARAGE (T.O. CURB) 38'-4" (38.33') AB NEW WOOD FRAME W/ STUCCO (13 SF) FOR CITY STAMPS JOB NAME: ISSUE DATE: PLOT SCALE (ON 24x36): DRAWN BY: SHEET TITLE: SHEET NO: OF SHEETS 5/22/2025 PRELIM REVIEW REVISIONS 17 3 9 O L D M I L L R D / E N C I N I T A S , C A 9 2 0 2 4 TE L : 6 1 9 -97 1 -02 9 2 / E M A I L : M A T T H E W . S P A R K D E S I G N @ G M A I L . C O M SP A R K D E S I G N & M I L L W O R K I N C . 1/4" = 1'-0" A5 19 PROPOSED EXTERIOR ELEVATION SE 5/22/2025 DAY RE S I D E N T I A L R E M O D E L F O R : 24 7 9 O C E A N S T R E E T CA R L S B A D , C A 9 2 0 0 8 DA Y R E S I D E N C E 14 SCALE: 1/4" = 1'-0" E EAST (FRONT) - PROPOSED SCALE: 1/4" = 1'-0" .S.SOUTH (COURTYARD) - PROPOSED SCALE: 1/4" = 1'-0" .E.EAST (COURTYARD) - PROPOSED SCALE: 1/4" = 1'-0" .N.NORTH (COURTYARD) - PROPOSED 7 /~ 7 I I ' '~ s:£¼~:';-~~ ~ ~ ~ I ~ I - ~ -~ ~ - - j ~L -~ _J ~ - _J_ -~ -~ ------ ---~ -, -i: ------L ~ c'r',_ ~ --- I ~ -' 'r~ J...c Ir --------------....,__________ -------~ 1r~ r" ~ I * ~ r" ~ '-r Y-. '· . --_ ,:; ---------------;::, _ ------,-.--t-:-~-:-,_ __ I■ ■ . ' . ' .. - - . . . --~ ' I ' ' : ... .. ' . ' . ' ' ' .. .. ' ' ' ' ' ' C ,. > --' ' ... - -' " '· ' •. ' . . '·-, r . ... . . I ; ' ' C -, • , _-. :. -. ; ' .-r I 1111] ] illJ= ~ ~ :111 111==1 _ muJmlJ 1m 111uJ11JTTi111rri111IT1111-11111J-1111JJ-1111J 1mlJ1IT1u 1-111111-1 _ 111IT1111-1111J 1mlJ 11 ulJ 1-111111-111 1 11 11:uJIT1u1m1 ufflu m 111m111m 111IT1u1rriu 1m1Jjrn1 1mlJ 1IT1111ni111-1111 11-111111m~ ==] 11==1 • - 111 111 Il l Il l 111-111 Ill Ill Ill Ill Ill Ill Ill Ill Ill Ill Ill Ill Il l Ill Il l Ill Ill Ill Ill Ill Ill Il l Ill Il l Il l Il l 11 Il l 111~111 Ill Ill I :111 111 I I 1==111. I 111 111 .I 11. ro11 .I I 1==111 111 11 ] __ I I 1==1 I 1==1 I 1==1 I 1==1 I I .I I -111 111 111==1 I 1==1 I]_ 111==1 I I -I I I 111 111 111-111 .111 .I I 1==1 I I 111==111==1 I 1==1 I I .I 11 111. 11 ]_ 11 I~ ==1 I 1==1 I I: 111 111 ==1 I 1==1 I 1==1 11-11 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 :1 I I 111 I 11 111 I 111 111 11 1 1111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 I 111 111 111 111= 111 111: 111 111= ==1 11 111 111--1 I I 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 I I 111 111 :111 111 111 I ~ :1 11 111 I I I 0 I --➔ --➔ r--' . . . ' I . . . ' . . . . . . . ' 0 ' ' ' ' CJ) l r /_ ; UPPER LEVEL 36'-0" (36.00') ROOF PLATE 51'-1" (51.08') LOWER LEVEL 22'-4" (22.33') POOL DECK 16'-4 7/16" (16.37') U.L. PLATE 46'-1" (46.08') L.L. (RAISED) 24'-10 3/4" (24.90') GARAGE (T.O. CURB) 38'-4" (38.33') AHGFEBCD BEACH 8'-4 7/16" (8.37') .GG. 2 AB 23 .HH. .FF. 9-N11-N .L.N.M.N .JJ.N .KK.N 25-N CCC.N 26 ' - 9 " MA X . H T . L I M I T 30 ' - 0 " 15 ' - 0 " NEW WINDOWS (43 SF) NEW WINDOWS (13 SF) NEWWINDOWS (36 SF) NEWWINDOWS (18 SF) INFILL OPENING (3 SF) INFILL OPENINGS (9 SF) NEW WOOD FRAME W/ STUCCO (13 SF) REPLACE EXISTING NON-CONFORMING GLASS RAILINGS W/ NEW 42" HIGH A.F.F. STRUCTURAL GLASS RAILING (TYPICAL) 1' - 1 " 4" NEW ARCHITECTURAL TRIM FOR CITY STAMPS JOB NAME: ISSUE DATE: PLOT SCALE (ON 24x36): DRAWN BY: SHEET TITLE: SHEET NO: OF SHEETS 5/22/2025 PRELIM REVIEW REVISIONS 17 3 9 O L D M I L L R D / E N C I N I T A S , C A 9 2 0 2 4 TE L : 6 1 9 -97 1 -02 9 2 / E M A I L : M A T T H E W . S P A R K D E S I G N @ G M A I L . C O M SP A R K D E S I G N & M I L L W O R K I N C . 1/4" = 1'-0" A6 19 PROPOSED EXTERIOR ELEVATION SE 5/22/2025 DAY RE S I D E N T I A L R E M O D E L F O R : 24 7 9 O C E A N S T R E E T CA R L S B A D , C A 9 2 0 0 8 DA Y R E S I D E N C E 15 SCALE: 1/4" = 1'-0" S SOUTH (SIDE) - PROPOSED I I 0 I I I I ' +--------' I ' / ' / I ' / ' ' / ' I,, / ' -· I / ' -' ; ' . UPPER LEVEL 36'-0" (36.00') ROOF PLATE 51'-1" (51.08') LOWER LEVEL 22'-4" (22.33') POOL DECK 16'-4 7/16" (16.37') U.L. PLATE 46'-1" (46.08') L.L. (RAISED) 24'-10 3/4" (24.90') GARAGE (T.O. CURB) 38'-4" (38.33') 12 BEACH 8'-4 7/16" (8.37') 40 8-N10-N12-N 26-N HHH.N 24-N .YY.N .TT.N .SS.N .LL.N .MM.N MA X . H T . L I M I T 30 ' - 0 " NEW WOOD FRAME W/ STUCCO (82 SF) PROPOSED PATIO EXTENSION PER PLAN SQUARE OUT EXISTING PATIO CORNER PER PLAN NEW WINDOWS (58 SF) NEW WINDOWS (66 SF) NEW SLIDING GLASS DOOR (84 SF) NEW SLIDING GLASS DOOR (120 SF) NEW SLIDING GLASS DOOR (137 SF) NEW SLIDING GLASS DOOR (96 SF) NEW SLIDING GLASS DOOR (121 SF) REPLACE EXISTING NON-CONFORMING GLASS BALCONY RAILING W/ NEW 42" HIGH A.F.F. STRUCTURAL GLASS RAILING (TYPICAL) REPLACE EXISTING NON-CONFORMING GLASS PATIO RAILING W/ NEW 42" HIGH A.F.F. STRUCTURAL GLASS RAILING (TYPICAL) 1' - 1 " 4" NEW ARCHITECTURAL TRIM LOWER LEVEL 22'-4" (22.33') L.L. PLATE 34'-7 1/4" (34.60') L.L. (RAISED) 24'-10 3/4" (24.90') H G F E 25-N CCC.N NEW WINDOW(12 SF) NEW WOOD FRAME W/ STUCCO (16 SF) LOWER LEVEL 22'-4" (22.33') L.L. PLATE 34'-7 1/4" (34.60') L.L. (RAISED) 24'-10 3/4" (24.90') HGFE .RR.N .QQ.N NEW WINDOWS(18 SF) FOR CITY STAMPS JOB NAME: ISSUE DATE: PLOT SCALE (ON 24x36): DRAWN BY: SHEET TITLE: SHEET NO: OF SHEETS 5/22/2025 PRELIM REVIEW REVISIONS 17 3 9 O L D M I L L R D / E N C I N I T A S , C A 9 2 0 2 4 TE L : 6 1 9 -97 1 -02 9 2 / E M A I L : M A T T H E W . S P A R K D E S I G N @ G M A I L . C O M SP A R K D E S I G N & M I L L W O R K I N C . 1/4" = 1'-0" A7 19 PROPOSED EXTERIOR ELEVATION SE 5/22/2025 DAY RE S I D E N T I A L R E M O D E L F O R : 24 7 9 O C E A N S T R E E T CA R L S B A D , C A 9 2 0 0 8 DA Y R E S I D E N C E 16 SCALE: 1/4" = 1'-0" W WEST (REAR) - PROPOSED SCALE: 1/4" = 1'-0" .N.L.L. DECK (NORTH) - PROPOSED SCALE: 1/4" = 1'-0" .S.L.L. DECK (SOUTH) - PROPOSED A --- --- --- --- --- --- I J__ ~ ---- I ~ ~ -~ '· - ~ --+--~~ --• ,. L r ---_ _:-,,~ I - --_J_ -------~ ~I :7 ~ --/ ------- I --.-/ CJ CJ -CJ CJ '. CJ CJ --------------\ -----j--------i,-----j--------j-'\ r------.J~" / / '\ -' • ~ I• / - - -__--_ -- - - -__--__ -- _-_ -__--_ -_ --_ - -__--_ -- - - -__--_ 11 _-__ -_ Mt=~-==!+---cl~_; ~~~~~=~~=~bb!b==d±t~=¥:=~~~=~, ~=~~ddJ;=~~~=i=!I ~~=~b . ~-:l =l=--=------ ~ ~ -----" ' " ---• . ' ~ -' ----~ . --~ -( ►-I_ , ~~ -• ' --, ---~ ---~ , ~ --. --------. -----------------------------------\ . - -1-------1 , •. , -,__ __ __,., r--+--+-- CJ CJ \ ----+-----"-' ' \ - - ~---..=~------------ -----------~ f------1 •. • • ,, . . . . I ------ ------ --- I --- ------'"- ' ---I ------_,___ --- \~ ----o--- -~ -~ ------------ ---------c==--==--===-==--===-=-===--=-===-=--===--==-===--==--===-=-===-=-===--=--===-=--=~======='===--==--===-=-===--=-===-=--===-=-===--==--===-==--===-=-===--=-===., ---- 11 '11 1 '11 1'. 111 • 111' 111==111 ''111'' '111' ''11 1'' 1111' ''11 1'' '1 11::::=111'' 1111' ''111·•' '11 1111 111'' '111 ' ''1 11' ''11 111 111'' '1 111 11 111'' '1 11' 11 111'' '1 11' 1 '111'' '111 1 ' 1111 '' '111 ' 11 111 '' '111' 1 111 1'' '111 '' '111'' '111'' '111 '' '111' 11 111'' '111'' '1 11'' '11 1:::::::111'' '11 1'' 1111 111 111 1' 1111 111 111 111 111111 11 1111 111 1 11 11 i 1 1111111 111 111 1 ~c---..,::--:-~ ,, ___ -.-· ... -L \ ' ' ~-~-• / • ~ r _It-~ ~ ~ / / / . UP P E R L E V E L 36 ' -0" ( 3 6 . 0 0 ' ) RO O F P L A T E 51 ' -1" ( 5 1 . 0 8 ' ) LO W E R L E V E L 22 ' -4" ( 2 2 . 3 3 ' ) PO O L D E C K 16 ' -4 7 / 1 6 " ( 1 6 . 3 7 ' ) U. L . P L A T E 46 ' -1" ( 4 6 . 0 8 ' ) L. L . ( R A I S E D ) 24 ' -10 3 / 4 " ( 2 4 . 9 0 ' ) GA R A G E ( T . O . C U R B ) 38 ' -4" ( 3 8 . 3 3 ' ) A H G F E B C D BE A C H 8' -4 7 / 1 6 " ( 8 . 3 7 ' ) KK K JJ J AA BB CC DD EE 5 C D 30'-0" 24'-10" 15'-0" NE W WI N D O W S (1 3 S F ) NE W WI N D O W S (1 3 S F ) NE W WI N D O W S (2 5 S F ) NE W WO O D F R A M E W/ S T U C C O (1 3 S F ) NE W WI N D O W (2 4 S F ) NE W WO O D F R A M E W/ S T U C C O (3 8 S F ) PR O P O S E D PA T I O EX T E N S I O N PE R P L A N RE P L A C E E X I S T I N G NO N -CO N F O R M I N G GL A S S R A I L I N G S W/ N E W 4 2 " H I G H A . F . F . ST R U C T U R A L G L A S S RA I L I N G ( T Y P I C A L ) 1'-1" 4" NE W AR C H I T E C T U R A L TR I M FO R C I T Y S T A M P S JO B N A M E : IS S U E D A T E : PL O T S C A L E ( O N 2 4 x 3 6 ) : DR A W N B Y : SH E E T T I T L E : SH E E T N O : OF S H E E T S 5/ 2 2 / 2 0 2 5 P R E L I M R E V I E W RE V I S I O N S 1739 OLD MILL RD / ENCINITAS, CA 92024 TEL: 619-971-0292 / EMAIL: MATTHEW.SPARKDESIGN@GMAIL.COM SPARK DESIGN & MILLWORK INC. 1/ 4 " = 1 ' - 0 " A8 19 PR O P O S E D EX T E R I O R EL E V A T I O N SE 5/ 2 2 / 2 0 2 5 DA Y RESIDENTIAL REMODEL FOR: 2479 OCEAN STREET CARLSBAD, CA 92008 DAY RESIDENCE 17 SC A L E : 1 / 4 " = 1 ' - 0 " N NO R T H ( S I D E ) - P R O P O S E D ._ .. I 11_ .. 11 1_ .. ·11 1_ .. ·111_ .. ·11 1_ .. ·111_ .. ·11 1_ .. ·111_ .. ·11 1_ .. ·111_ .. ·11 1_ .. ·1 11-·111_ .. 111-· 111_ .. 111 111-1 1-11 1-111 -111 -111 -111 -111 -111 -111 -111-1 11-, 11-111-11-111- =I I l==I I l==I I l==I I l==I I l==I I l==I I l==I I l==I I l==I I l==I I l==I I l==I I l==I I l==I I l==I I I~ 111-111-11 1-111-111-111-111-111-111-111-111-1 11-11-111-11-111--111-11 1-11 1-111 -11 1-111 -11 1-111-11 1-111-11 1-1 11-111-111-111-111- l 11 -111-11 1-111 -111 -111 -111 -111 -111 -111-111-11l-1 11-111-11-111--111-11 1-11 1-111-11 1-111-11 1-111-11 1-111-11 1-1 11-111-111-111-111 111-1 1-11 1-111-111 -111-111 -111 -111-111-111-1 11-11-111-11-111 -111-11 1-11 1-111 -11 1-111 -11 1-111 -11 1-111-11 1-1 11-111-111-111-11 111 -1 1-11 1-111-111-111-111-111-111-111-111-111-I 11-111-11_111_ =1I1 -11 1=1 I 1=1I1=11 1-111=1I 1=111 -11 1=1 I 1=1 I 1=1 I 1=1 I 1=1I1=111-11 111 m 11 1 111 111 mi 111 111 1 1 111~1 11 111 , 11 111 11 11 .. -~---1------------+---<I =I I l~I I l=I I l=I I l=ill~ill=I I 1=11 1--1 I l=iW=I I 1=1 1 l~I I 1=111=1 I 1·-1 ~ . .. • 1 1 " 111 W==I I l==I I 1==111 ffil I l==I I 1==111==1 1==11 lml I l==I I l==1. 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I 111 1.1 11 1 111 111 ; I I l::1=11 1 11 1 111 11 ~--+t-----t---------t-----t--------,,IL 111 I ' I 11 1 111 111 111 ~11 1 Il l Ill II 111 I I I 11 1 111 111 111-1-1 I I 11 1 111 11 Ill ITT Il l Ill II' II til l Il l Ill 111 1 I 11 1 111 11 11 -, 11 11 1 111 111 11 1 111 11 II 1--11 1 11 1 111 I Ill 11 Il l Ill 11 st 111 11 1 11 1 111 11 Ill Ill Il l Ill 111 -111 11 1 11 1 111 11 111 111 11 1 111 111 111 11 1 11 1 111 11 111 I I 11 1 111 111 111 L L H \ _______.r. ----0 ' i --L ----0 T i ----0 r ----0 MAX 44" CLEAR 41" CLR 24" CLR 20" CLEAR 34 1/8" MINIMUM SIZE WINDOW FOR 20 IN. CLEAR WIDTH MINIMUM SIZE WINDOW FOR 24 IN. CLEAR HEIGHT OPENABLE AREA = 5.7 SQ FT 44" FIN. FLOOR FOR CITY STAMPS JOB NAME: ISSUE DATE: PLOT SCALE (ON 24x36): DRAWN BY: SHEET TITLE: SHEET NO: OF SHEETS 5/22/2025 PRELIM REVIEW REVISIONS 17 3 9 O L D M I L L R D / E N C I N I T A S , C A 9 2 0 2 4 TE L : 6 1 9 -97 1 -02 9 2 / E M A I L : M A T T H E W . S P A R K D E S I G N @ G M A I L . C O M SP A R K D E S I G N & M I L L W O R K I N C . 1/4" = 1'-0" A9 19 DOOR SCHEDULE SE 5/22/2025 DAY RE S I D E N T I A L R E M O D E L F O R : 24 7 9 O C E A N S T R E E T CA R L S B A D , C A 9 2 0 0 8 DA Y R E S I D E N C E 18 DOOR SCHEDULE SYM.NOMINAL SIZE REPLACE EXISTING TYPE MARK TYPE THK. MATERIAL GLAZING LOCATION U-FACTOR SHGC REMARKS SYM.DUAL SAFETY GARAGE (T.O. CURB) 1 17'-0" x 8'-6" 2" GARAGE 1 1 2 2'-8" x 6'-8" 1 3/8" GARAGE 1 2 3 2'-8" x 6'-8"1 3/8"GARAGE 1 3 4 16'-0" x 8'-6"2"GARAGE 2 4 5 2'-8" x 6'-8"1 3/8"GARAGE 2 5 UPPER LEVEL 6 3'-0" x 8'-0"1 3/8"HALL 6 7 5'-0" x 7'-0"x 1 3/8"ENTRY ( EXISTING TO BE REMOVED ) 7 7-N 3'-8" x 9'-0"GG 1 1/2" ALM / GLS ●●ENTRY ART GLASS PANEL 7-N 8-N 15'-0" x 8'-0"T.B.D. MULTI-SLIDE 1 1/2" ALM / GLS ●●NOOK 3-PANEL OPERABLE 8-N 9 5'-8" x 6'-8"x 1 3/8"LIVING ROOM ( EXISTING TO BE REMOVED ) 9 9-N 5'-8" x 7'-0"EE 1 1/2" ALM / GLS ●●LIVING ROOM 9-N 10 6'-0" x 6'-8"x 1 3/8"LIVING ROOM ( EXISTING TO BE REMOVED ) 10 10-N 17'-0" x 8'-0"T.B.D. MULTI-SLIDE 1 1/2" ALM / GLS ●●LIVING ROOM 3-PANEL OPERABLE 10-N 11 3'-0" x 6'-8"x 1 3/8"GUEST BEDRM. 1 ( EXISTING TO BE REMOVED ) 11 11-N 3'-0" x 7'-0"FF 1 1/2" ALM / GLS ●●GUEST BEDRM. 1 PRIVACY GLASS 11-N 12-N 12'-0" x 8'-0"T.B.D. MULTI-SLIDE 1 1/2" ALM / GLS ●●GUEST BEDRM. 1 3-PANEL OPERABLE 12-N 13 2'-4" x 8'-0"1 3/8"PANTRY 13 14 3'-0" x 8'-0"1 3/8"GUEST BEDRM. 1 14 15 2'-6" x 8'-0"1 3/8"G BR. 1 CLO 15 16 2'-6" x 8'-0"1 3/8"BATH 1 16 17 2'-4" x 8'-0"1 3/8"BA. 1 W/C 17 18 2'-6" x 8'-0"1 3/8"GUEST BEDRM. 2 18 19 6'-0" x 8'-0"1 3/8"G BR. 2 CLO 19 20 2'-6" x 8'-0"1 3/8"BATH 2 20 21 2'-4" x 8'-0"1 3/8"BA. 2 W/C 21 22 2'-6" x 8'-0"1 3/8"BATH 2 22 LOWER LEVEL 23 2'-6" x 8'-0"1 3/8"POWDER 23 24 6'-0" x 6'-8"x 1 3/8"GREAT ROOM ( EXISTING TO BE REMOVED ) 24 24-N 17'-0" x 7'-0"T.B.D. MULTI-SLIDE 1 1/2" ALM / GLS ●●GREAT ROOM 3-PANEL OPERABLE 24-N 25 6'-0" x 6'-8"x 1 3/8"MSTR. BEDROOM ( EXISTING TO BE REMOVED ) 25 25-N 6'-0" x 7'-0"T.B.D. DBL SWING 1 1/2" ALM / GLS ●●MSTR. BEDROOM PRIVACY GLASS 25-N 26-N 12'-0" x 7'-0"T.B.D. MULTI-SLIDE 1 1/2" ALM / GLS ●●MSTR. BEDROOM 3-PANEL OPERABLE 26-N 27 2'-8" x 6'-8"1 3/8"WINE 27 28 3'-0" x 4'-0"1 3/8"STORAGE 28 29 5'-0" x 6'-8"1 3/8"STORAGE 29 30 2'-8" x 6'-8"1 3/8"UTILITY 30 31 2'-6" x 8'-0"1 3/8"BEDROOM 31 32 2'-6" x 8'-0"1 3/8"BATH 32 33 6'-0" x 8'-0"1 3/8"BR CLOSET 33 34 2'-6" x 8'-0"1 3/8"POWDER 34 35 2'-6" x 8'-0"1 3/8"STUDY 35 36 4'-8" x 8'-0"1 3/8"MSTR. BEDROOM 36 37 2'-4" x 6'-8"1 3/8"MSTR. W/C 37 38 2'-6" x 6'-8"1 3/8"HERS 38 39 2'-6" x 6'-8"1 3/8"HIS 39 POOL DECK 40 5'-0" x 4'-4"1 3/8"40 NONE GENERAL NOTES 1. GLAZED DOORS,GLAZED OPENINGS WITHIN EXTERIOR DOORS, AND GLAZED OPENINGS WITHIN EXTERIOR GARAGE DOORS SHALL BE: • INSULATING-GLASS UNITS, BE DUAL PANE WITH BOTH PANES TEMPERED GLASS, ALUMINUM FRAMES 2. ALL GLAZING TO BE LOW-E WITH MAXIMUM U-VALUE PER TITLE 24 REQUIREMENTS SHOWN ON DOOR & WINDOW SCHEDULE 3. SOLAR HEAT GAIN (SHGC) FOR ALL WINDOWS AND DOORS PER TITLE 24 REQUIREMENTS SHOWN ON DOOR & WINDOW SCHEDULE 4. EXTERIOR DOORS TO BE APPROVED NON-COMBUSTABLE CONSTRUCTION, SOLID-CORE WOOD, 1 3/8" THICK MIN. OR HAVE A FIRE PROTECTION RATING OF NOT LESS THAN 20 MINUTES 5. DOOR BETWEEN GARAGE AND DWELLING SHALL BE SELF- LATCHING WITH A SELF-CLOSING OR AUTOMATIC- CLOSING DEVICE, AND SHALL BE SOLID WOOD, SOLID STEEL, OR HONEYCOMB-CORE STEEL NOT LESS THAN 1-3/8" THICK, OR A LISTED 20-MINUTE FIRE-RATED DOOR 6. NEW OR REPLACEMENT GARAGES SHALL HAVE BATTERY BACK-UP INSTALLED FOR ANY GARAGE DOOR OPENERS (SB969) 7. ANY AND ALL VINYL WINDOWS MUST MEET THE FOLLOWING MINIMUM CHARACTERISTICS: • FRAME AND SASH ARE COMPRISED OF VINYL MATERIAL WITH WELDED CORNERS • METAL REINFORCEMENT IN THE INTERLOCK AREA• ONE PANE TEMPERED EMERGENCY ESCAPE AND EGRESS NOTES 1. SLEEPING ROOMS, HABITABLE ATTICS, AND BASEMENTS SHALL HAVE A WINDOW OR EXTERIOR DOOR FOR EMERGENCY ESCAPE 2. ALL EMERGENCY ESCAPE DOORS OR WINDOWS SHALL BE OPENABLE FROM THE INSIDE TO PROVIDE A FULL, CLEAR OPENING WITHOUT THE USE OF ANY KEYS OR TOOLS AND WILL BE FREE OF OBSTRUCTIONS (INCLUDING BARS, GRILLES, COVERS, SCREENS OR SIMILAR DEVICES; THE RELEASE MECHANISMS SHALL BE MAINTAINED OPERABLE AT ALL TIMES) 3. WINDOW OPENING CONTROL DEVICES SERVING EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH ASTM F2090 (CRC R311.7.6) 4. WHERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL BE A SIDE-HINGED DOOR OR A SLIDING DOOR 5. EMERGENCY ESCAPE AND RESCUE EGRESS OPENINGS SHALL COMPLY WITH FOLLOWING: • OPEN DIRECTLY INTO A PUBLIC WAY • MIN. NET CLEAR OPENING OF 5.7 SF(EXC: 5 SF MIN. AT GRADE FLOOR OPENINGS) • MIN. 20" NET CLEAR OPENING WIDTH • MIN. 24" NET CLEAR OPENING HEIGHT • BOTTOM OF CLEAR OPENING NOT GREATER THAN 44" ABOVE FINISH FLOOR SAFETY GLAZING NOTES 1. GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BI-FOLD DOORS SHALL BE TEMPERED [ EXC.: GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3" DIA. SPHERE IS UNABLE TO PASS, OR IS DECORATIVE ] 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE FLOOR SHALL BE TEMPERED IF IT MEETS EITHER OF THE FOLLOWING CONDITIONS: • IS WITHIN 24" OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITIONOR • IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR AND WITHIN 24" OF THE HINGE SIDE OF AN IN-SWINGING DOOR [ EXC.: WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN A DOOR AND GLAZING, OR IS DECORATIVE ] 3. SAFETY GLAZING IS REQUIRED FOR GLAZING ADJACENT TO STAIRS AND RAMPS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SURFACE (OR WHERE LESS THAN 36" ABOVE THE SURFACE ADACENT TO BOTTOM STAIR LANDINGS AND WITHIN A 60" HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING) [ EXC.: WHERE A STRUCTURAL RAIL WITH A MIN CROSS- SECTIONAL HEIGHT OF 1-1/2" IS INSTALLED AT 34" TO 38" ABOVE THE WALKING SURFACE ] 4. SAFETY GLAZING IS REQUIRED FOR GLAZING IN WALLS, DOORS, ENCLOSURES OR FENCING CONTAINING OR FACING A BATHTUB, SHOWER, SPA, SAUNA, STEAM ROOM OR SWIMMING POOL WHEN THE FOLLOWING CONDITIONS APPLY:• BOTTOM EDGE OF GLAZING IS LESS THAN 60" ABOVE ANY STANDING OR WALKING SURFACE AND • LOCATED LESS THAN 60" HORIZONTALLY OF THE WATER'S EDGE 5. GLAZING IN INDIVIDUAL FIXED AND OPERABLE PANELS OF WINDOWS SHALL BE TEMPERED IF ALL THE FOLLOWING CONDITIONS APPLY: • THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQ FTAND • THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABOVE FINISH FLOORAND • THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE FINISH FLOOR AND • A WALKING SURFACE IS LOCATED WITHIN 36" OF THE GLAZING [ EXC.: WHERE A STRUCTURAL RAIL WITH A MIN CROSS- SECTIONAL HEIGHT OF 1-1/2" IS INSTALLED AT 34" TO 38" ABOVE THE WALKING SURFACE, OR IS DECORATIVE ] I I I I I I I I I I I I -' t-t ..-----/ I, I, / 1,,,,,.,,,-~t,, //11 / // ' ' ,.._' / ' X / ' -' ' ' / ' ..-----/ ' ' -s ' ' MAX 44" CLEAR 41" CLR 24" CLR 20" CLEAR 34 1/8" MINIMUM SIZE WINDOW FOR 20 IN. CLEAR WIDTH MINIMUM SIZE WINDOW FOR 24 IN. CLEAR HEIGHT OPENABLE AREA = 5.7 SQ FT 44" FIN. FLOOR FOR CITY STAMPS JOB NAME: ISSUE DATE: PLOT SCALE (ON 24x36): DRAWN BY: SHEET TITLE: SHEET NO: OF SHEETS 5/22/2025 PRELIM REVIEW REVISIONS 17 3 9 O L D M I L L R D / E N C I N I T A S , C A 9 2 0 2 4 TE L : 6 1 9 -97 1 -02 9 2 / E M A I L : M A T T H E W . S P A R K D E S I G N @ G M A I L . C O M SP A R K D E S I G N & M I L L W O R K I N C . 1/4" = 1'-0" A10 19 WINDOW SCHEDULE SE 5/22/2025 DAY RE S I D E N T I A L R E M O D E L F O R : 24 7 9 O C E A N S T R E E T CA R L S B A D , C A 9 2 0 0 8 DA Y R E S I D E N C E 19 WINDOW SCHEDULE SYM. NOMINAL SIZE [W x H] EXISTING TO REMAIN TYPE MARK TYPE HD. HT. [A.F.F.] GLAZING LOCATION U-FACTOR SHGC REMARKS SYM.MATERIAL OPERATION DUAL SAFETY LOWER LEVEL .FF. 5'-0" x 4'-4" 6'-8" BEDROOM .FF. .GG. 5'-0" x 1'-4" 8'-0" BEDROOM .GG. .HH. 1'-6" x 5'-0"8'-0"POWDER .HH. .JJ. 2'-0" x 4'-4"x 6'-8"STUDY ( EXISTING TO BE REMOVED ) .JJ. .JJ.N 3'-0" x 4'-0"T.B.D. ALUM CASEMENT 7'-0"●STUDY .JJ.N .KK. 2'-0" x 1'-4"x 8'-0"STUDY ( EXISTING TO BE REMOVED ) .KK. .KK.N 3'-0" x 2'-0"T.B.D. ALUM AWNING 9'-8"●STUDY .KK.N .LL. 3'-6" x 3'-8"x 6'-8"STUDY ( EXISTING TO BE REMOVED ) .LL. .LL.N 7'-0" x 4'-0"T.B.D. ALUM FIXED 7'-0"●STUDY .LL.N .MM. 3'-6" x 2'-0"x 9'-8"STUDY .MM. .MM.N 7'-0" x 2'-0"T.B.D. ALUM AWNING 9'-8"●STUDY .MM.N .NN. 3'-6" x 3'-8"x 6'-8"STUDY ( EXISTING TO BE REMOVED ) .NN. .PP. 3'-6" x 2'-0"x 9'-8"STUDY ( EXISTING TO BE REMOVED ) .PP. .QQ. 3'-0" x 3'-8"x 6'-8"STUDY ( EXISTING TO BE REMOVED ) .QQ. .QQ.N 3'-0" x 4'-0"T.B.D. ALUM CASEMENT 7'-0"●STUDY .QQ.N .RR. 3'-0" x 2'-0"x 9'-8"STUDY ( EXISTING TO BE REMOVED ) .RR. .RR.N 3'-0" x 2'-0"T.B.D. ALUM AWNING 9'-8"●STUDY .RR.N .SS. 4'-0" x 3'-0"x 6'-8"BAR ( EXISTING TO BE REMOVED ) .SS. .SS.N 4'-0" x 4'-0"T.B.D. ALUM AWNING 7'-0"●BAR FULL OPEN FOR BAR PASS-THRU .SS.N .TT. 4'-0" x 2'-0"x 9'-8"BAR ( EXISTING TO BE REMOVED ) .TT. .TT.N 4'-0" x 2'-0"T.B.D. ALUM FIXED 9'-8"●BAR .TT.N .UU. 2'-6" x 6'-0"x 6'-8"GREAT ROOM ( EXISTING TO BE REMOVED ) .UU. .VV. 2'-6" x 2'-0"x 9'-8"GREAT ROOM ( EXISTING TO BE REMOVED ) .VV. .WW. 2'-6" x 6'-0"x 6'-8"GREAT ROOM ( EXISTING TO BE REMOVED ) .WW. .XX. 2'-6" x 2'-0"x 9'-8"GREAT ROOM ( EXISTING TO BE REMOVED ) .XX. .YY. 3'-0" x 2'-0"x 9'-8"GREAT ROOM ( EXISTING TO BE REMOVED ) .YY. .YY.N 17'-0" x 2'-0"T.B.D. ALUM AWNING 9'-8"●GREAT ROOM TRIPLE PANEL AWNING .YY.N .ZZ. 3'-0" x 2'-0"x 9'-8"GREAT ROOM ( EXISTING TO BE REMOVED ) .ZZ. AAA 3'-0" x 2'-0"x 9'-8"GREAT ROOM ( EXISTING TO BE REMOVED ) AAA BBB 3'-0" x 2'-0"x 9'-8"GREAT ROOM ( EXISTING TO BE REMOVED ) BBB CCC 6'-0" x 2'-0"x 9'-8"MSTR. BEDROOM ( EXISTING TO BE REMOVED ) CCC CCC.N 6'-0" x 2'-0"T.B.D. ALUM FIXED 9'-8"●MSTR. BEDROOM CCC.N DDD 3'-2" x 5'-0"x 6'-8"MSTR. BEDROOM ( EXISTING TO BE REMOVED ) DDD EEE 3'-2" x 5'-0"x 6'-8"MSTR. BEDROOM ( EXISTING TO BE REMOVED ) EEE FFF 3'-2" x 5'-0"x 6'-8"MSTR. BEDROOM ( EXISTING TO BE REMOVED ) FFF GGG 3'-2" x 5'-0"x 6'-8"MSTR. BEDROOM ( EXISTING TO BE REMOVED ) GGG HHH 12'-8" x 2'-0"x 9'-8"( EXISTING TO BE REMOVED ) HHH HHH.N 12'-0" x 2'-0"T.B.D. ALUM AWNING 9'-8"●MSTR. BEDROOM TRIPLE PANEL AWNING HHH.N JJJ 2'-6" x 2'-6"8'-0"MSTR. BEDROOM JJJ KKK 2'-6" x 2'-6"8'-0"MSTR. BEDROOM KKK WINDOW SCHEDULE SYM. NOMINAL SIZE [W x H] EXISTING TO REMAIN TYPE MARK TYPE HD. HT. [A.F.F.] GLAZING LOCATION U-FACTOR SHGC REMARKS SYM.MATERIAL OPERATION DUAL SAFETY GARAGE (T.O. CURB) A 2'-6" x 2'-6"6'-8"GARAGE 1 A B 2'-6" x 2'-6"6'-8"GARAGE 1 B C 2'-6" x 2'-6"6'-8"GARAGE 2 C D 2'-6" x 2'-6"6'-8"GARAGE 2 D UPPER LEVEL .E. 3'-0" x 3'-0"x 14'-0"( EXISTING ART GLASS ) .E. .E.N 0'-0" x 0'-0"T.B.D. ALUM FIXED 9'-4"ENTRY RE-USE EXISTING ART GLASS .E.N .F. 6'-0" x 11'-0"x 13'-4"STAIR ( EXISTING ART GLASS ) .F. .F.N 0'-0" x 0'-0"T.B.D. ALUM FIXED 2'-0"STAIR RE-USE EXISTING ART GLASS .F.N .G. 1'-6" x 1'-6"x 4'-6"KITCHEN -- REMOVE AND INFILL WALL -- .G. .H. 1'-6" x 1'-6"x 4'-6"KITCHEN -- REMOVE AND INFILL WALL -- .H. .J. 1'-6" x 1'-6"x 4'-6"KITCHEN -- REMOVE AND INFILL WALL -- .J. .K. 1'-6" x 1'-6"x 4'-6"KITCHEN -- REMOVE AND INFILL WALL -- .K. .L. 5'-0" x 4'-0"x 6'-8"NOOK ( EXISTING TO BE REMOVED ) .L. .L.N 5'-0" x 4'-4"T.B.D. ALUM SLIDING 7'-0"●NOOK .L.N .M. 5'-0" x 4'-0"x 6'-8"NOOK ( EXISTING TO BE REMOVED ) .M. .M.N 5'-0" x 4'-4"T.B.D. ALUM SLIDING 7'-0"●NOOK .M.N .N. 5'-0" x 6'-0"x 6'-8"NOOK ( EXISTING TO BE REMOVED ) .N. .P. 5'-0" x 6'-0"x 6'-8"NOOK ( EXISTING TO BE REMOVED ) .P. .Q. 5'-0" x 6'-0"x 6'-8"NOOK ( EXISTING TO BE REMOVED ) .Q. .R. 15'-6" x 1'-5"x 8'-1"STUDY ( EXISTING TO BE REMOVED ) .R. .S. 2'-4" x 6'-0"x 6'-8"LIVING ROOM ( EXISTING TO BE REMOVED ) .S. .T. 2'-4" x 6'-0"x 6'-8"LIVING ROOM ( EXISTING TO BE REMOVED ) .T. .U. 17'-4" x 1'-5"x 8'-1"PATIO ( EXISTING TO BE REMOVED ) .U. .V. 3'-2" x 6'-0"x 6'-8"GUEST BEDRM. 1 ( EXISTING TO BE REMOVED ) .V. .W. 3'-2" x 6'-0"x 6'-8"GUEST BEDRM. 1 ( EXISTING TO BE REMOVED ) .W. .X. 3'-2" x 6'-0"x 6'-8"GUEST BEDRM. 1 ( EXISTING TO BE REMOVED ) .X. .Y. 3'-2" x 6'-0"x 6'-8"GUEST BEDRM. 1 ( EXISTING TO BE REMOVED ) .Y. .Z. 12'-8" x 1'-5"x 8'-1"( EXISTING TO BE REMOVED ) .Z. AA 2'-6" x 2'-6"6'-8"GUEST BEDRM. 1 AA BB 2'-6" x 2'-6"6'-8"GUEST BEDRM. 1 BB CC 2'-6" x 2'-6"7'-6"BATH 1 CC DD 2'-6" x 2'-6"7'-6"BATH 2 DD EE 6'-0" x 4'-0"6'-8"GUEST BEDRM. 2 EE GENERAL NOTES 1. GLAZED DOORS,GLAZED OPENINGS WITHIN EXTERIOR DOORS, AND GLAZED OPENINGS WITHIN EXTERIOR GARAGE DOORS SHALL BE: • INSULATING-GLASS UNITS, BE DUAL PANE WITH BOTH PANES TEMPERED GLASS, ALUMINUM FRAMES 2. ALL GLAZING TO BE LOW-E WITH MAXIMUM U-VALUE PER TITLE 24 REQUIREMENTS SHOWN ON DOOR & WINDOW SCHEDULE 3. SOLAR HEAT GAIN (SHGC) FOR ALL WINDOWS AND DOORS PER TITLE 24 REQUIREMENTS SHOWN ON DOOR & WINDOW SCHEDULE 4. EXTERIOR DOORS TO BE APPROVED NON-COMBUSTABLE CONSTRUCTION, SOLID-CORE WOOD, 1 3/8" THICK MIN. OR HAVE A FIRE PROTECTION RATING OF NOT LESS THAN 20 MINUTES 5. DOOR BETWEEN GARAGE AND DWELLING SHALL BE SELF- LATCHING WITH A SELF-CLOSING OR AUTOMATIC-CLOSING DEVICE, AND SHALL BE SOLID WOOD, SOLID STEEL, OR HONEYCOMB-CORE STEEL NOT LESS THAN 1-3/8" THICK, OR A LISTED 20-MINUTE FIRE-RATED DOOR 6. NEW OR REPLACEMENT GARAGES SHALL HAVE BATTERY BACK-UP INSTALLED FOR ANY GARAGE DOOR OPENERS (SB969) 7. ANY AND ALL VINYL WINDOWS MUST MEET THE FOLLOWING MINIMUM CHARACTERISTICS: • FRAME AND SASH ARE COMPRISED OF VINYL MATERIAL WITH WELDED CORNERS • METAL REINFORCEMENT IN THE INTERLOCK AREA• ONE PANE TEMPERED EMERGENCY ESCAPE AND EGRESS NOTES 1. SLEEPING ROOMS, HABITABLE ATTICS, AND BASEMENTS SHALL HAVE A WINDOW OR EXTERIOR DOOR FOR EMERGENCY ESCAPE 2. ALL EMERGENCY ESCAPE DOORS OR WINDOWS SHALL BE OPENABLE FROM THE INSIDE TO PROVIDE A FULL, CLEAR OPENING WITHOUT THE USE OF ANY KEYS OR TOOLS AND WILL BE FREE OF OBSTRUCTIONS (INCLUDING BARS, GRILLES, COVERS, SCREENS OR SIMILAR DEVICES; THE RELEASE MECHANISMS SHALL BE MAINTAINED OPERABLE AT ALL TIMES) 3. WINDOW OPENING CONTROL DEVICES SERVING EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH ASTM F2090 (CRC R311.7.6) 4. WHERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL BE A SIDE-HINGED DOOR OR A SLIDING DOOR 5. EMERGENCY ESCAPE AND RESCUE EGRESS OPENINGS SHALL COMPLY WITH FOLLOWING: • OPEN DIRECTLY INTO A PUBLIC WAY • MIN. NET CLEAR OPENING OF 5.7 SF(EXC: 5 SF MIN. AT GRADE FLOOR OPENINGS) • MIN. 20" NET CLEAR OPENING WIDTH • MIN. 24" NET CLEAR OPENING HEIGHT • BOTTOM OF CLEAR OPENING NOT GREATER THAN 44" ABOVE FINISH FLOOR SAFETY GLAZING NOTES 1. GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BI-FOLD DOORS SHALL BE TEMPERED [ EXC.: GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3" DIA. SPHERE IS UNABLE TO PASS, OR IS DECORATIVE ] 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE FLOOR SHALL BE TEMPERED IF IT MEETS EITHER OF THE FOLLOWING CONDITIONS: • IS WITHIN 24" OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITIONOR • IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR AND WITHIN 24" OF THE HINGE SIDE OF AN IN-SWINGING DOOR [ EXC.: WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN A DOOR AND GLAZING, OR IS DECORATIVE ] 3. SAFETY GLAZING IS REQUIRED FOR GLAZING ADJACENT TO STAIRS AND RAMPS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SURFACE (OR WHERE LESS THAN 36" ABOVE THE SURFACE ADACENT TO BOTTOM STAIR LANDINGS AND WITHIN A 60" HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING) [ EXC.: WHERE A STRUCTURAL RAIL WITH A MIN CROSS- SECTIONAL HEIGHT OF 1-1/2" IS INSTALLED AT 34" TO 38" ABOVE THE WALKING SURFACE ] 4. SAFETY GLAZING IS REQUIRED FOR GLAZING IN WALLS, DOORS, ENCLOSURES OR FENCING CONTAINING OR FACING A BATHTUB, SHOWER, SPA, SAUNA, STEAM ROOM OR SWIMMING POOL WHEN THE FOLLOWING CONDITIONS APPLY:• BOTTOM EDGE OF GLAZING IS LESS THAN 60" ABOVE ANY STANDING OR WALKING SURFACE AND • LOCATED LESS THAN 60" HORIZONTALLY OF THE WATER'S EDGE 5. GLAZING IN INDIVIDUAL FIXED AND OPERABLE PANELS OF WINDOWS SHALL BE TEMPERED IF ALL THE FOLLOWING CONDITIONS APPLY: • THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQ FTAND • THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABOVE FINISH FLOORAND • THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE FINISH FLOOR AND • A WALKING SURFACE IS LOCATED WITHIN 36" OF THE GLAZING [ EXC.: WHERE A STRUCTURAL RAIL WITH A MIN CROSS- SECTIONAL HEIGHT OF 1-1/2" IS INSTALLED AT 34" TO 38" ABOVE THE WALKING SURFACE, OR IS DECORATIVE ] I I I l ,~t-t / / I _,,.,,----- I, / // f j, ' f ' ---------C-0::.' ' X / / 1 ' ' ~ ,_ -/ ' "' / ' ' -s - '