The URL can be used to link to this page

Home My WebLink AboutLD25-0133Permit Number: LD25-0133 LD - Onsite Improvements/ Public Work clearance Issued: 01/15/2025 Expired: 07/14/2025 Job Address: 30377 Cupeno Ln Legal Description: City of Temecula - Land Development Division 41000 Main Street - Temecula, CA 92590 Mailing Address: P.O. Box 9033 Temecula, CA 92589-9033 Phone: (951) 308-6395 Fax: (951) 694-6475 ANY NOTICE OR NOTICES REQUIRED TO BE GIVEN PURSUANT TO THIS PERMIT SHALL BE SERVED ON THE OTHER PARTY BY FIRST CLASS MAIL, POSTAGE PREPAID, AT THE FOLLOWING ADDRESS: Carlos Perez 30377 Cupeno Ln Temecula, CA 92592 Applicant: Contractor: Description: Removing existing Sunroom to add 340 sq.ft to Kitchen area. Permitee Date City Engineer or Authorized Representative Date 01/15/2025 Page 1 of 1 City of Temecula WATER QUALITY MANAGEMENT PLAN (WQMP) PROJECT NAME & PERMIT N O: PROJECT ADDRESS: PROJECT APN: PREPARED BY: Name _________________________________ Address _________________________________ _________________________________ Phone _________________________________ Email _________________________________ PREPARED FOR: Name _________________________________ Address _________________________________ _________________________________ Phone _________________________________ Email _________________________________ DATE OF WQMP: APPROVED BY: APPROVAL DATE: Carlos Perez-Ramirez 30377 Cupeno Ln Temecula,CA 92592 (626) 780-0228 cprstudiooo@gmail.com Adolfo Garcia 30377 Cupeno Ln Temecula,CA 92592 (626) 780-0228 cprstudiooo@gmail.com LD 25-0133 Chris White 1-13-2025 CLEARED BY CITY OF TEMECULA PUBLIC WORKS SUBJECT TO BUILDING DEPARTMENT APPROVAL PERMITS ARE REQUIRED Chris.White 01/13/2025 01/13/2025 01/13/2025 01/13/20 2 WQMP Applicant's Certification Project Name: Permit Number: APPLICANT'S CERTIFICATION I have read and understand that the City of Temecula has adopted minimum requirements for managing urban runoff, including stormwater, from land development activities, as described in the BMP Design Manual. I certify that this WQMP has been completed to the best of my ability and accurately reflects the project being proposed and the applicable BMPs proposed to minimize the potentially negative impacts of this project's land development activities on water quality. I understand and acknowledge that the plan check review of this WQMP by City staff is confined to a review and does not relieve me, as the Applicant, of my responsibilities for project design. I hereby declare that the design is consistent with the requirements of the City of Temecula BMP Design Manual, which is a design manual for compliance with local City of Temecula Stormwater and Urban Runoff Management and Discharge Controls Ordinance (Chapter 8.28 et seq.) and regional MS4 Permit (California Regional Water Quality Control Board San Diego Region Order No. R9-2013-0001 as amended by R9-2015-0001 and R9-2015-0100) requirements for stormwater management; as well as the requirements of the City of Temecula Engineering and Construction Manual (Chapter 18) and the City of Temecula Erosion and Sediment Control Ordinance (Chapter 18.18 et seq.). Applicant’s Signature Date: Print Name Company STOP! Before continuing this form review Chapter 1.3 of the BMP Design Manual. If the project type is listed in Table 1-2, permanent stormwater requirements do not apply to Preparation Date: ___________Template Date: October 31 st, 2018 1/7/2025 Carlos Perez-Ramirez CPR Studio WQMP 3 your project.Write your exempt project category in the space provided below and skip to Step 3.Do not complete Steps 1,2,or 4 of this WQMP. Exempt Project category Template Date:August 1,2016 Preparation Date:[INSERT MO/DY/YR] 4 WQMP Step 1: Source Control BMP Checklist Source Control BMPs All development projects must implement source control BMPs 4.2.1 through 4.2.6 where applicable and feasible. See Chapter 4.2 and Appendix E of the City BMP Design Manual for information to implement source control BMPs shown in this checklist. Answer each category below pursuant to the following: ●"Yes" means the project will implement the source control BMP as described in Chapter 4.2 and/or Appendix E of the City BMP Design Manual. Discussion / justification must be provided and show locations on the project plans. Select applicable Source Controls in the Source Control BMP summary on the following page. ●"No" means the BMP is applicable to the project but it is not feasible to implement. Discussion / justification must be provided. ●"N/A" means the BMP is not applicable at the project site because the project does not include the feature that is addressed by the BMP (e.g., the project has no outdoor materials storage areas). Discussion / justification must be provided. Source Control Requirement Applied? 4.2.1 Prevention of Illicit Discharges into the MS4 ☐Yes ☐No ☐N/A Discussion / justification: 4.2.2 Storm Drain Stenciling or Signage ☐Yes ☐No ☐N/A Discussion / justification: 4.2.3 Protect Outdoor Materials Storage Areas from Rainfall, Run-On, Runoff, and Wind Dispersal ☐Yes ☐No ☐N/A Discussion / justification: 4.2.4 Protect Materials Stored in Outdoor Work Areas from Rainfall, Run-On, Runoff, and Wind Dispersal ☐Yes ☐No ☐N/A Discussion / justification: 4.2.5 Protect Trash Storage Areas from Rainfall, Run-On, Runoff, and Wind Dispersal ☐Yes ☐No ☐N/A Discussion / justification: 4.2.6 Additional BMPs Based on Potential Sources of Runoff Pollutants ☐Yes ☐No ☐N/A Preparation Date: ___________Template Date: October 31 st, 2018 Roof runs off the existing site drainage No proposed storm drains No trash storage areas proposed WQMP 5 Discussion / justification. Clearly identify which sources of runoff pollutants are discussed: Source Control BMP Summary Select all source control BMPs identified for your project in sections 4.2.1 through 4.2.6 above in the coulumn on the left below. Then select “yes” if the BMP has been implemented and shown on the project plans, “No” if the BMP has not been implemented, or “N/A” if the BMP is not applicable to your project. ☐SC-A. On-site storm drain inlets ☐Yes ☐No ☐N/A ☐SC-B. Interior floor drains and elevator shaft sump pumps ☐Yes ☐No ☐N/A ☐SC-C. Interior parking garages ☐Yes ☐No ☐N/A ☐SC-D1. Need for future indoor & structural pest control ☐Yes ☐No ☐N/A ☐SC-D2. Landscape/outdoor pesticide use ☐Yes ☐No ☐N/A ☐SC-E. Pools, spas, ponds, fountains, and other water features ☐Yes ☐No ☐N/A ☐SC-F. Food service ☐Yes ☐No ☐N/A ☐SC-G. Refuse areas ☐Yes ☐No ☐N/A ☐SC-H. Industrial processes ☐Yes ☐No ☐N/A ☐SC-I. Outdoor storage of equipment or materials ☐Yes ☐No ☐N/A ☐SC-J. Vehicle and equipment cleaning ☐Yes ☐No ☐N/A ☐SC-K. Vehicle/equipment repair and maintenance ☐Yes ☐No ☐N/A ☐SC-L. Fuel dispensing areas ☐Yes ☐No ☐N/A ☐SC-M. Loading docks ☐Yes ☐No ☐N/A ☐SC-N. Fire sprinkler test water ☐Yes ☐No ☐N/A ☐SC-O. Miscellaneous drain or wash water ☐Yes ☐No ☐N/A ☐SC-P. Plazas, sidewalks, and parking lots ☐Yes ☐No ☐N/A ☐SC-Q. Large trash generating facilities ☐Yes ☐No ☐N/A ☐SC-R. Animal facilities ☐Yes ☐No ☐N/A ☐SC-S. Plant nurseries and garden centers ☐Yes ☐No ☐N/A ☐SC-T. Automotive facilities ☐Yes ☐No ☐N/A Note: Show all source control measures applied above on the plan sheets. Template Date: October 31 st, 2018 Preparation Date:___________ No additional BMP's proposed 6 WQMP Step 2: Site Design BMP Checklist Site Design BMPs All development projects must implement site design BMPs SD-A through SD-H where applicable and feasible. See Chapter 4.3 and Appendix E of the City BMP Design Manual for information to implement site design BMPs shown in this checklist. Answer each category below pursuant to the following: ●"Yes" means the project will implement the site design BMP as described in Chapter 4.3 and/or Appendix E of the City BMP Design Manual. Discussion / justification must be provided and show locations on the project plans. ●"No" means the BMP is applicable to the project but it is not feasible to implement. Discussion / justification must be provided. ●"N/A" means the BMP is not applicable at the project site because the project does not include the feature that is addressed by the BMP (e.g., the project site has no existing natural areas to conserve). Discussion / justification must be provided. Site Design Requirement Applied? 4.3.1 Maintain Natural Drainage Pathways and Hydrologic Features ☐Yes ☐No ☐N/A Discussion / justification: 4.3.2 Conserve Natural Areas, Soils, and Vegetation ☐Yes ☐No ☐N/A Discussion / justification: 4.3.3 Minimize Impervious Area ☐Yes ☐No ☐N/A Discussion / justification: 4.3.4 Minimize Soil Compaction ☐Yes ☐No ☐N/A Discussion / justification: 4.3.5 Impervious Area Dispersion ☐Yes ☐No ☐N/A Discussion / justification: 4.3.6 Runoff Collection ☐Yes ☐No ☐N/A Discussion / justification: 4.3.7 Landscaping with Native or Drought Tolerant Species ☐Yes ☐No ☐N/A Discussion / justification: Preparation Date: ___________Template Date: October 31 st, 2018 Roof runs off the existing drainage Project does not affect natural areas, soil or vegetation Project does not affect site drainage. Project does not affect existing soil compaction Project will drain to existing landscape Project will drain to existing landscape Project will drain to existing landscape WQMP 7 4.3.8 Harvesting and Using Precipitation ☐Yes ☐No ☐N/A Discussion / justification: Step 3: Construction Stormwater BMP Checklist Minimum Required Standard Construction Stormwater BMPs If you answer “Yes” to any of the questions below, your project is subject to Table 1 on the following page (Minimum Required Standard Construction Stormwater BMPs). As noted in Table 1, please select at least the minimum number of required BMPs 1, or as many as are feasible for your project. If no BMP is selected, an explanation must be given in the box provided. The following questions are intended to aid in determining construction BMP requirements for your project. Note: All selected BMPs below must be included on the BMP plan incorporated into the construction plan sets. 1. Will there be soil disturbing activities that will result in exposed soil areas? (This includes minor grading and trenching.) Reference Table 1 Items A, B, D, and E Note: Soil disturbances NOT considered significant include, but are not limited to, change in use, mechanical/electrical/plumbing activities, signs, temporary trailers, interior remodeling, and minor tenant improvement. ☐Yes ☐No 2. Will there be asphalt paving, including patching? Reference Table 1 Items D and F ☐Yes ☐No 3. Will there be slurries from mortar mixing, coring, or concrete saw cutting? Reference Table 1 Items D and F ☐Yes ☐No 4. Will there be solid wastes from concrete demolition and removal, wall construction, or form work? Reference Table 1 Items D and F ☐Yes ☐No 5. Will there be stockpiling (soil, compost, asphalt, concrete, solid waste) for over 24 hours? Reference Table 1 Items D and F ☐Yes ☐No 6. Will there be dewatering operations? Reference Table 1 Items C and D ☐Yes ☐No 7. Will there be temporary on-site storage of construction materials, including mortar mix, raw landscaping and soil stabilization materials, treated lumber, rebar, and plated metal fencing materials? Reference Table 1 Items E and F ☐Yes ☐No 8. Will trash or solid waste product be generated from this project? Reference Table 1 Item F ☐Yes ☐No 9. Will construction equipment be stored on site (e.g.: fuels, oils, trucks, etc.?) Reference Table 1 Item F ☐Yes ☐No 10. Will Portable Sanitary Services (“Porta-potty”) be used on the site? Reference Table 1 Item F ☐Yes ☐No 1 Minimum required BMPs are those necessary to comply with the City of Temecula Erosion and Sediment Control Ordinance (Chapter 18.18 et seq.) and the City of Temecula Engineering and Construction Manual (Chapter 18). Template Date: October 31 st, 2018 Preparation Date:___________ 8 WQMP Table 1. Construction Stormwater BMP Checklist Minimum Required Best Management Practices (BMPs) CALTRANS SW Handbook2 Detail  BMP Selected Reference sheet No.’s where each selected BMP is shown on the plans. If no BMP is selected, an explanation must be provided. A. Select Erosion Control Method for Disturbed Slopes (choose at least one for the appropriate season) Vegetation Stabilization Planting3 (Summer) SS-2, SS-4 ☐ Hydraulic Stabilization Hydroseeding2 (Summer) SS-4 ☐ Bonded Fiber Matrix or Stabilized Fiber Matrix 4 (Winter) SS-3 ☐ Physical Stabilization Erosion Control Blanket 3 (Winter) SS-7 ☐ B. Select erosion control method for disturbed flat areas (slope < 5%) (choose at least one) Will use erosion control measures from Item A on flat areas also SS-3, 4, 7 ☐ Sediment Desilting Basin (must treat all site runoff ) SC-2 ☐ Mulch, straw, wood chips, soil application SS-6, SS-8 ☐ Table 1. Construction Stormwater BMP Checklist (continued) Minimum Required Best Management Practices (BMPs) CALTRANS SW Handbook Detail  BMP Selected Reference sheet No.’s where each selected BMP is shown on the plans. If no BMP is selected, an explanation must be provided. C. If runoff or dewatering operation is concentrated, velocity must be controlled using an energy dissipater Energy Dissipater Outlet Protection5 SS-10 ☐ D. Select sediment control method for all disturbed areas (choose at least one) Silt Fence SC-1 ☐ Fiber Rolls (Straw Wattles)SC-5 ☐ Gravel & Sand Bags SC-6 & 8 ☐ 5 Regional Standard Drawing D-40 – Rip Rap Energy Dissipater is also acceptable for velocity reduction. 4 All slopes over three feet must have established vegetative cover prior to final permit approval. 3 If Vegetation Stabilization (Planting or Hydroseeding) is proposed for erosion control it may be installed between May 1st and August 15th. Slope irrigation is in place and needs to be operable for slopes >3 feet. Vegetation must be watered and established prior to October 1st. The owner must implement a contingency physical BMP by August 15th if vegetation establishment does not occur by that date. If landscaping is proposed, erosion control measures must also be used while landscaping is being established. Established vegetation must have a subsurface mat of intertwined mature roots with a uniform vegetative coverage of 70 percent of the natural vegetative coverage or more on all disturbed areas. 2 State of California Department of Transportation (Caltrans). 2003. Storm Water Quality Handbooks, Construction Site Best Management Practices (BMPs) Manual. March. Available online at: http://www.dot.ca.gov/hq/construc/stormwater/manuals.htm. Preparation Date: ___________Template Date: October 31 st, 2018 WQMP 9 Dewatering Filtration NS-2 ☐ Storm Drain Inlet Protection SC-10 ☐ Engineered Desilting Basin (sized for 10-year flow) SC-2 ☐ E. Select method for preventing offsite tracking of sediment (choose at least one) Stabilized Construction Entrance TC-1 ☐ Construction Road Stabilization TC-2 ☐ Entrance/Exit Tire Wash TC-3 ☐ Entrance/Exit Inspection & Cleaning Facility TC-1 ☐ Street Sweeping and Vacuuming SC-7 ☐ F. Select the general site management BMPs F.1 Materials Management Material Delivery & Storage WM-1 ☐ Spill Prevention and Control WM-4 ☐ F.2 Waste Management 6 Waste Management Concrete Waste Management WM-8 ☐ Solid Waste Management WM-5 ☐ Sanitary Waste Management WM-9 ☐ Hazardous Waste Management WM-6 ☐ Note: The Construction General Permit (Order No. 2009-0009-DWQ) also requires all projects not subject to the BMP Design Manual to comply with runoff reduction requirements through the implementation of post-construction BMPs as described in Section XIII of the order. 6 Not all projects will have every waste identified. The applicant is responsible for identifying wastes that will be onsite and applying the appropriate BMP. For example, if concrete will be used, BMP WM-8 must be selected. Template Date: October 31 st, 2018 Preparation Date:___________ 10 WQMP Step 4: Project type determination (Standard or Priority Development Project) Is the project part of another Priority Development Project (PDP)?☐Yes ☐No If so, Standard and PDP requirements apply. Go to Step 4.1 and select “PDP” The project is (select one):☐New Development ☐Redevelopment7 The total proposed newly created or replaced impervious area is:_______________ft2 The total existing (pre-project) impervious area is:_______________ft2 The total area disturbed by the project is:_______________ft2 If the total area disturbed by the project is 1 acre (43,560 sq. ft.) or more OR the project is part of a larger common plan of development disturbing 1 acre or more, a Waste Discharger Identification (WDID) number must be obtained from the State Water Resources Control Board. WDID:_______________ Is the project in any of the following categories, (a) through (f)? 8 Yes ☐ No ☐ (a)New development projects that create 10,000 square feet or more of impervious surfaces 9(collectively over the entire project site). This includes commercial, industrial, residential, mixed-use, and public development projects on public or private land. Yes ☐ No ☐ (b)Redevelopment projects that create and/or replace 5,000 square feet or more of impervious surface (collectively over the entire project site on an existing site of 10,000 square feet or more of impervious surfaces). This includes commercial, industrial, residential, mixed-use, and public development projects on public or private land. Yes ☐ No ☐ (c)New and redevelopment projects that create and/or replace 5,000 square feet or more of impervious surface (collectively over the entire project site), and support one or more of the following uses: (i) Restaurants. This category is defined as a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption (Standard Industrial Classification (SIC) code 5812). (ii) Hillside development projects. This category includes development on any natural slope that is twenty-five percent or greater. (iii) Parking lots. This category is defined as a land area or facility for the temporary parking or storage of motor vehicles used personally, for business, or for commerce. (iv) Streets, roads, highways, freeways, and driveways. This category is defined as any paved impervious surface used for the transportation of automobiles, trucks, motorcycles, and other vehicles. 9 8 Applicants should note that any development project that will create and/or replace 10,000 square feet or more of impervious surface (collectively over the entire project site) is considered a new development. 7 Redevelopment is defined as:The creation and/or replacement of impervious surface on an already developed site. Examples include the expansion of a building footprint, road widening, the addition to or replacement of a structure, and creation or addition of impervious surfaces. Replacement of impervious surfaces includes any activity that is not part of a routine maintenance activity where impervious material(s) are removed, exposing underlying soil during construction. Redevelopment does not include routine maintenance activities, such as trenching and resurfacing associated with utility work; pavement grinding; resurfacing existing roadways; new sidewalks construction; pedestrian ramps; or bike lanes on existing roads; and routine replacement of damaged pavement, such as pothole repair. Preparation Date: ___________Template Date: October 31 st, 2018 340 WQMP 11 Project type determination (continued) Yes ☐ No ☐ (d)New or redevelopment projects that create and/or replace 2,500 square feet or more of impervious surface (collectively over the entire project site), and discharging directly to an Environmentally Sensitive Area (ESA). “Discharging directly to” includes flow that is conveyed overland a distance of 200 feet or less from the project to the ESA, or conveyed in a pipe or open channel any distance as an isolated flow from the project to the ESA (i.e. not commingled with flows from adjacent lands). Note: ESAs are areas that include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Board and San Diego Water Board; State Water Quality Protected Areas; water bodies designated with the RARE beneficial use by the State Water Board and San Diego Water Board; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. See BMP Design Manual Chapter 1.4.2 for additional guidance. Yes ☐ No ☐ (e)New development projects, or redevelopment projects that create and/or replace 5,000 square feet or more of impervious surface, that support one or more of the following uses: (i) Automotive repair shops. This category is defined as a facility that is categorized in any one of the following SIC codes: 5013, 5014, 5541, 7532-7534, or 7536-7539. (ii) Retail gasoline outlets (RGOs). This category includes RGOs that meet the following criteria: (a) 5,000 square feet or more or (b) a projected Average Daily Traffic (ADT) of 100 or more vehicles per day. Yes ☐ No ☐ (f)New or redevelopment projects that result in the disturbance of one or more acres of land and are expected to generate pollutants post construction. Note: See BMP Design Manual Chapter 1.4.2 for additional guidance. Does the project meet the definition of one or more of the Priority Development Project categories (a) through (f) listed above? ☐No – the project is not a Priority Development Project (Standard Project). ☐Yes – the project is a Priority Development Project (PDP). Further guidance may be found in Chapter 1 and Table 1-2 of the BMP Design Manual. The following is for redevelopment PDPs only: The area of existing (pre-project) impervious area at the project site is:_______________ft2 (A) The total proposed newly created or replaced impervious area is _______________ft2 (B) Percent impervious surface created or replaced (B/A)*100:_______________% The percent impervious surface created or replaced is (select one based on the above calculation): ☐less than or equal to fifty percent (50%) –only newly created or replaced impervious areas are considered a PDP and subject to stormwater requirements OR ☐greater than fifty percent (50%) –the entire project site is considered a PDP and subject to stormwater requirements Template Date: October 31 st, 2018 Preparation Date:___________ 12 WQMP Step 4.1: Water Quality Management Plan requirements Step Answer Progression Is the project a Standard Project, Priority Development Project (PDP), or exception to PDP definitions? To answer this item, complete Step 4 Project Type Determination Checklist, and see PDP exemption information below. For further guidance, see Chapter 1.4 of the BMP Design Manual in its entirety. ☐Standard Project Standard Project requirements apply,STOP, you have satisfied stormwater requirements. ☐PDP Standard and PDP requirements apply. Complete Exhibit A “PDP Requirements.” http://temeculaca.gov/wqmpa2 ☐PDP Exemption Go to Step 4.2 below. Step 4.2: Exemption to PDP definitions Is the project exempt from PDP definitions based on either of the following: ☐Projects that are only new or retrofit paved sidewalks, bicycle lanes, or trails that meet the following criteria: (i) Designed and constructed to direct stormwater runoff to adjacent vegetated areas, or other non-erodible permeable areas; OR (ii) Designed and constructed to be hydraulically disconnected from paved streets or roads [i.e., runoff from the new improvement does not drain directly onto paved streets or roads]; OR (iii) Designed and constructed with permeable pavements or surfaces in accordance with City of Temecula Guidance on Green Infrastructure; If so: Standard Project requirements apply, AND any additional requirements specific to the type of project. City concurrence with the exemption is required. Provide discussion and list any additional requirements below in this form. STOP, you have satisfied stormwater requirements. ☐Projects that are only retrofitting or redeveloping existing paved alleys, streets or roads that are designed and constructed in accordance with the City of Temecula Guidance on Green Infrastructure. Complete Exhibit A “PDP Requirements.” Select Green Streets Exemptions where applicable. Preparation Date: ___________Template Date: October 31 st, 2018 WQMP 13 Discussion /justification,and additional requirements for exceptions to PDP definitions,if applicable: Template Date:October 31st,2018 Preparation Date:___________ MAIN RESIDENCE SUN ROOM TO BE REMOVED DRIVEWAY (E) LANDSCAPE SIDEWALK SIDEWALK (E) LANDSCAPE (E) 2 % S L O P E (E) 2 % S L O P E (E) 2 % S L O P E (E ) 2 % S L O P E ( E ) 2 % S L O P E ( E ) 2 % S L O P E ( E ) 2 % S L O P E ( E ) 2 % S L O P E (E ) 2 % S L O P E (E)6' CHAINLINK FENCE ( E ) 6 ' W O O D F E N C E (E ) 6 ' W O O D F E N C E (E) 100AMP SUB-PANEL (E) GAS METER (E) WATER METER 27 ' - 9 " 26'-3" A1.0 PROJECT INFO & SITE PLAN NO. REVISION DATE SCALE DRAWN BY JOB NO 01-23 CARLOS PEREZ-RAMIREZ - DESIGNER RESTRICTIVE NOTICE: ALL DESIGN, IDEAS, DETAILS, PLANS AND SPECIFICATIONS INDICATED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF FS DESIGN GROUP, THE PLANS WERE CREATED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIC PROJECT DESCRIBED HEREIN. NOT PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, MODIFIED OR DISTRIBUTE TO OTHERS WITHOUT PRIOR WRITTEN AND SPECIFIC CONSENT OF FS DESIGN GROUP CPR 1/8" = 1'-0" C: 626.780.0228 E: CPRSTUDIOOO@GMAIL.COM CPR STUDIO CARLOS PEREZ-RAMIREZ SITE PREPARATION INTERIOR BATH 1. THE METHOD OF CLEARING AND STRIPPING SHOULD BE VERIFY BY THE CONTRACTOR. 2. ALL SURFACE VEGETATION, DEBRIS AND STRUCTURES TO BE DEMOLISHED SHALL BE REMOVED FROM THE SITE PRIOR TO COMMENCING SITE PREPARATION, EXCAVATION OR PLACEMENT FILL. 3. FILL FOR FLOOR SLABS AND FOUNDATION TRENCHES SHALL CONSIST OF NATIVE SOIL. 4. NATIVE SOIL PLACED FOR SLAB SUPPORT SHALL BE PLACED IN LAYERS NOT EXCEEDING 4" WHEN COMPACTED. 5. IMPORT FOR SLAB SUPPORT SHALL CONSIST OF SAND, GRAVELY SAND OR SILTY SAND AND SHALL HAVE A EXPANSION INDEX OF LESS THAN 30. 1. ALL WORK SHALL COMPLY WITH THE 2019 CALIFORNIA BUILDING CODE, TITLE 24 AND ALL APPLICABLE CODES, REGULATIONS OR REQUIREMENTS OF THE CITY OR COUNTY HAVING JURISDICTION FOR THE PLACE OF THE BUILDING. 2. PERMITS SHALL BE OBTAINED FOR FENCES, POOLS, SPA OR RETAINING WALLS. 3. FINAL GRADING WORK SHALL COMPLY WITH 2019 CBC AND SHALL PROVIDE POSITIVE DRAINAGE FROM ALL PARTS OF THE BUILDING AND SHALL NOT DRAIN ONTO ADJACENT PROPERTIES. 4. ALL SURFACES SHALL BE SLOPED TO DRAIN WATER AWAY FROM THE BUILDING. 5. AT TIME OF PERMIT ISSUANCE, THE CONTRACTOR SHALL SHOW THEIR VALID "WORKERS COMPENSATION" INSURANCE CERTIFICATE. 6. ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE INFORMATION INDICATED ON THESE PLANS. 7. BUILDING ADDRESS NUMBERS SHALL BE PROVIDED ON THE FRONT OF ALL BUILDINGS AND SHALL BE VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY, SAID NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. 1. PROVIDE 72 INCH HIGH NONABSORBENT WALL ADJACENT TO SHOWER, AND APPROVED SHATTER RESISTANT MATERIALS FOR SHOWER. 2. ONLY LOW CONSUMPTION WATER CLOSETS SHALL BE PROVIDED. "PROVIDE ULTRA FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION." 3. ENCLOSED USABLE SPACE UNDER INTERIOR STAIRWAYS REQUIRES 1-HOUR FIRE RESISTIVE CONSTRUCTION ON ENCLOSED SIDE. 4. EXIT DOORWAYS SHALL BE NOT LESS THAN 36" X 6'-8" (WIDTH AND HEIGHT). PROJECTIONS INCLUDING PANIC HARDWARE, SHALL NOT REDUCE THE OPENING TO LESS THAN 32" CLEAR WIDTH. 5. PROVIDE 32" WIDE DOORS TO ALL ACCESSIBLE ROOMS WITHIN A DWELLING UNIT. 6. GLASS SKYLIGHTS SHALL COMPLY WITH 91.2409. PLASTIC SKYLIGHTS WITH 91.1006.12 7. PROVIDE WINDOW WELLS (WITH FIXED LADDER) FOR EGRESS WINDOWS BELOW GRADE. 8. WATER HEATER IS REQUIRED TO BE ANCHORED. "WATER HEATER MUST BE STRAPPED TO WALL." 9. PROVIDE ACCESS TO THE BOTTOM OF COURT FOR CLEANING PURPOSES. 10. COURT MORE THAN TWO STORIES IN HEIGHT SHALL BE PROVIDED WITH A HORIZONTAL AIR INTAKE WITH A MINIMUM AREA OF 10 SQ.FT. 1. WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQ. WITHIN 72" ABOVE DRAIN. 2. MATERIALS OTHER THAN STRUCTURAL ELEMENTS TO BE MOISTURE RESISTANT MATERIALS: 3. GLASS ENCLOSURE DOORS MUST BE LABELED CATEGORY II SWING DOOR OUTWARD. 4. NET AREA OF SHOWER RECEPTOR NOT LESS THAN 1024 " OR 30" DIA CIR 510, 511, 5406, 5407, UBC STD. T-54 & D.C. 909. 5. BATHS WITHOUT OPENABLE WINDOWS SHALL BE PROVIDED WITH VENT FAN CAPABLE OF MINIMUM 5 AIR CHANGES PER HR. 6. TOILET COMPARTMENT MINIMUM 30" WIDE WITH 24" CIR. IN FRONT OF TOILET. 7. PROVIDE MINIMUM 12" X 12" ACCESS AT TUB TRAP EXCEPT WHERE CONCERNED FIXED CONNECTIONS ARE OF BRASS & WITHOUT SLIP JOINTS. 8. PROVIDE MECHANICAL VENTILATION CONNECTED DIRECTLY TO THE OUTSIDE CAPABLE OF PROVIDING FIVE A/P CHANGES PER HOUR IN BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS, AND SIMILAR ROOMS. SITE NOTES DOOR MARKER A WINDOW MARKER 28 A5.7 28 A5.7 28 A5.7 28 A5.7 SECTION MARKER ELEVATION MARKER DETAIL MARKER 28 4.12.5 KEY NOTE 28 CORRECTION # A. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES - WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. B. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170, 158) (INCLUDES COMMERCIAL ADDITIONS AND TI WORK OVER $10,000) SEPARATE PLUMBING PERMIT IS REQUIRED. C. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM (R306.3) D. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLES SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY (R306.4) E. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWER HEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NON-ABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET AOBVE THE FLOOR (R307.2) F. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION. G. PROVIDE 72 INCH HIGH NON-ABSORBANT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE. (1115B.2 AND 2406.3(5) H. UNIT SKYLIGHTS SHALL BE LABELED BY AN LA CITY APPROVED LABELING AGENCY. SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING (RESEARCH REPORT NOT REQUIRED). (R308.6.9) I. WATER HEATER MUST BE STRAPPED TO WALL (SEC. 507.3, UPC) M. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY, UPON THE OWNER'S APPLICATION FOR A PERMIT FOR ALTERATIONS, REPAIRS, OR ADDITIONS, EXCEEDING ONE THOUSAND DOLLARS ($1,000). (R314.6.2) N.A. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($1,000), EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE ALARM IN ACCORDANCE WITH SECTIONS R315.1. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS OBTAINED. (R315.2) N.B. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (R303.1) O. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE SPECIAL HAZARDS 1. ROOF OBSTRUCTIONS SUCH AS TELEVISION ANTENNA, GUY WIRES, SOLAR PANELS, RAZOR RIBBON FENCE, CABLE OR OTHER OBSTRUCTIONS SHALL NOT PREVENT FIRE DEPARTMENT ACCESS OR EGRESS IN THE EVENT OF FIRE. 2. PROVIDE COLLISION BARRIERS ADEQUATE TO PROTECT CONTROL METERS, REGULATORS AND PIPING FOR HAZARDOUS MATERIALS THAT ARE EXPOSED TO VEHICULAR DAMAGE LAMC 57.12.02. 3. THE INDOOR STORAGE OF COMBUSTIBLE MATERIALS SHALL BE REGULATED IN RELATION TO ARRANGEMENT, LOCATION, SIZE OF AREAS, HEIGHT SEPARATIONS AND HOUSEKEEPING. MISCELLANEOUS 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE JOB SITE BEFORE STARTING ANY WORK AND BE RESPONSIBLE FOR THE SAME, THE ARCHITECT SHALL BE NOTIFY OF ANY DISCREPANCIES WHICH MAY EXIST. CONTRACTOR SHALL NOT SCALE ANY DRAWINGS. 2. THE SPECIFICATIONS ARE OF A GENERAL NATURE AND MAY REFER TO WORK WHICH IS NOT REQUIRED. THEY ARE NOT INTENDED TO SUPERSEDE ANY CONTRACTUAL AGREEMENT BETWEEN THE OWNER AND THE CONTRACTOR. 3. THE CONTRACTOR SHALL PROVIDE SUPERVISION TO PROPERLY EXECUTE THE PROJECT AND TO PROVIDE ASSURANCE THE WORK IS IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. ALL NECESSARY PERMITS SHALL BE SECURED BY THE CONTRACTOR PRIOR TO START ANY CONSTRUCTION. BUILDING CODE NOTES: VICINITY MAP NORTH ARROW OWNER ADOLFO GARCIA DESIGNER CARLOS PEREZ-RAMIREZ CPR- STUDIO 11220 GARVEY AVE, EL MONTE, CA 91733 P: 626-780-0228 E: CPRSTUDIOOO@GMAIL.COM ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES INCLUDING AMENDMENTS: * 2022 CALIFORNIA RESIDENTIAL CODE * 2022 CALIFORNIA BUILDING CODE * 2022 CALIFORNIA PLUMBING CODE * 2022 CALIFORNIA MECHANICAL CODE * 2022 CALIFORNIA ELECTRICAL CODE * 2022 CALIFORNIA ENERGY CODE. (TITLE 24) * 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE * 2022 CITY OF WHITTIER MUNICIPAL CODE * 2022 LA COUNTY FIRE CODE MATERIAL CONSERVATION & RESOURCE EFFICIENCY ANNUAL SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHODS. ENVIRONMENTAL QUALITY A. AT THE TIME OF ROUGH INSTALLATION, OR DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING, AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL, OR OTHER ACCEPTABLE METHODS TO REDUCE THE AMOUNT OF WATER, DUST, AND DEBRIS WHICH MAY ENTER THE SYSTEM. B. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. INSULATION PRODUCTS WHICH ARE VISIBLE WET OR HAVE HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. C. ALL MECHANICAL EXHAUST FANS IN ROOMS WITH A BATHTUB OR SHOWER SHALL COMPLY WITH THE FOLLOWING: - FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMITE OUTSIDE THE BUILDING. - FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF < 50% TO A MAXIMUM OF 80% UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM. FINISH MATERIAL POLLUTANT CONTROL A. ADHESIVE, SEALANTS AND CAULKS SHALL MEET OR EXCEED THE STANDARDS OUTLINED IN SECTION 4.504.2.1 AND COMPLY WITH THE VOC LIMITS IN TABLES 4.504.1 AND 4.504.2 AS APPLICABLE. B. PAINTS AND COATINGS SHALL MEET OR EXCEED THE STANDARDS OUTLINED IN SECTION 4.504.2.2. AND COMPLY WITH THE VOC LIMITS IN TABLE 4.504.3. C. AEROSOL PAINTS AND COATINGS SHALL MEET OR EXCEED THE STANDARDS OUTLINED IN SECTION 4.504.2.3 D. ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF HE FOLLOWING: I. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM OR II. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD METHODS FOR THE TESTING OF VOC EMISSIONS (SPEC 01350) OR III. NSF/ANSI 140 AT THE GOLD LEVEL OR IV. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE GOLD E. ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM. CARPET ADHESIVES SHALL NOT EXCEED A VOC LIMIT OF 50 G/L.(4.504.3.1, 4.504.3.2) F. A MINIMUM OF 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: I. PRODUCTS CERTIFIED AS A LOW-EMITTING MATERIAL IN THE CHPS HIGH PERFORMANCE PRODUCTS DATABASE OR II. PRODUCTS CERTIFIED UNDER UL GREEN GUARD GOLD (FORMERLY THE GREEN GUARD CHILDREN & SCHOOLS PROGRAM), OR III. CERTIFICATION UNDER THE RFCI FLOORSCORE PROGRAM OR IV. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD METHOD FOR THE TESTING OF VOC EMISSIONS (SPEC 01350) G. COMPOSITE WOOD PRODUCTS (HARDWOOD PLYWOOD, PARTICLE BOARD, AND MDF) INSTALLED ON THE INTERIOR OR EXTERIOR OF HE BUILDING SHALL MEET OR EXCEED THE STANDARDS OUTLINED IN TABLE 4.504.5. VERIFICATION OF COMPLIANCE WITH THESE SECTIONS MUST BE PROVIDED AT HE TIME OF INSPECTION. SHEET INDEX A1.0 PROJECT INFO NORTH SCOPE OF WORK: PROJECT DESCRIPTION: SCOPE OF WORK: ADDITION TO KITCHEN AREA (340 SQ.FT) BUILDING INFORMATION: LEGAL DESCRIPTION: SITE ADDRESS: ZIP CODE: LOT/PARCEL AREA (CALCULATED): ASSESSOR PARCEL NO. (APN): 30377 CUPENO LN. TEMECULA, CA, 92592 6,534 SQ. FT. 922-343-010 PERMIT NOTES 1. APPLICATIONS FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICAITON SHALL AUTOMATICALLY EXPIRE. (R105.3.2) CRC 2. EVERY PERMIT ISSUED SHALL BECOME INVALID UNLESS WORK AUTHORIZED IS COMMENCED WITHIN 180 DAYS AFTER ITS ISSUANCE OR IF THE WORK AUTHORIZED IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS. A SUCCESSFUL INSPECTION MUST BE OBTAINED WITHIN 180 DAYS. NOTE ON PLANS. (R105.5 CRC) 3. ALL HERS REQUIRED INSPECTIONS SHALL BE DONE 4. FIRE DEPARTMENT WILL REQUIRE CLEARANCE AND APPROVAL. SEPARATE PERMIT FOR FIRE DEPARTMENT REQUIRED. CONSTRUCTION TYPE:TYPE VB - NON-SPRINKLERS OCCUPANCY:SINGLE FAMILY RESIDENCY STORIES:1 OVERALL HEIGHT:17'-4" ZONE:R-3 EXISTING 30377 CUPENO LN SINGLE FAMILY RESIDENCE 1083 sq.ft FRACTIONAL AREA 52 sq.ft ATTACHED GARAGE 430 sq.ft PROPOSED PROPOSED KITCHEN ADDITION 340 SQ.FT TOTAL LIVING AREA: 1,905 SQ. FT. TOTAL= 1,905 SQ. FT. / 7840 SQ. FT. = 24.2% FIRE COMMENTS (CONT.) E. APPROVED BUILDING ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION SHALL BE PROVIDED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING OF THE PROPERTY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE ARABIC NUMERALS OR ALPHABET LETTERS, AND BE A MIM=NIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCHES. FIRE CODE 505.1 A1.1 EXISTING SITE PLAN & PROPOSED SITE PLAN A2.0 EXISTING MAIN DWELLING FLOOR PLAN/PROPOSED PLAN A3.1 PROPOSED ELEVATIONS T-1 TITLE 24 S-2 FOUNDATION PLAN S-3 ROOF FRAMING PLAN SD-1 DETAILS EV CHARGERS INSTALLATION 1. TO FACILITATE INSTALLATION AND USE OF EVE CHARGERS. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE) SHALL BE INSTALLED IN IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE, ARTICLE 625. INSTALL A LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/240-VOLT BRANCH CIRCUIT. THE RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1- INCH INSIDE DIAMETER). THE RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND SHALL TERMINATE INTO A LISTED CABINET, BOR OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER. RACEWAYS ARE REQUIRED TO BE CONTINOUS AT ENCLOSED, INACCESSIBLE OR CONCEALED AREAS AND SPACES. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. 4.106.4.1.1 IDENTIFICATION. THE SERVICE PANEL OR SUB-PANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS "EV CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE". CG1.1 NON-COMPLIANT PLUMBING FIXTURES 1. ALL NON-COMPLIANT PLUBMING FIXTURES SHALL BE REPLACED WITH WATER CONSERVING PLUMBING FIXTURES (CIVIL CODE SECTION 1101.4(b)) NON-COMPLIANT PLUMBING FIXTURES MEANS ANY OF THE FOLLOWING: a. ANY TOILET MANUFACTURED TO USE MORE THAN 1.6 GALLONS OF WATER PER FLUSH. b. ANY URINAL MANUFACTURED TO USE MORE THAN 1 GALLON OF WATER PER FLUSH. c. ANY SHOWERHEAD MANUFATURED TO HAVE A FLOW CAPACITY OF MORE THAN 2.5 GALLONS OF WATER PER MINUTE. d. ANY INTERIOR FAUCET THAT EMITS MORE THAN 2.2 GALLONS OF WATER PER MINUTE. S-1.2 SPECIFICATIONS S-1.1 SPECIFICATIONS SCALE: 1/8" = 1'-0" SITE PLAN NORTH A2.1 PROPOSED FLOOR PLAN CONTRACTOR NEEDS TO INSPECT ALL UNDERGROUND UTILITIES BEFORE COMMENCING WORK. NOTE: DIG ALERT IS TO BE CONTACTED BEFORE COMMENCING WORK, COMPLIANCE WITH EXCAVATION SAFETY MUST BE IN ACCORDANCE WITH GOVERNMENT CODE 4216 WILL BE FOLLOWED PRIOR TO ANY EXCAVATION TAKING PLACE. A4.0 ELECTRICAL PLAN GA R C I A R E S I D E N C E 30 3 7 7 C U P E N O L N , T E M E C U L A , C A . 9 2 5 9 2 12/03/2024 T-2 TITLE 24 SD-2 DETAILS SD-3 DETAILS SD-4 DETAILS SD-5 DETAILS CLEARED BY CITY OF TEMECULA PUBLIC WORKS SUBJECT TO BUILDING DEPARTMENT APPROVAL PERMITS ARE REQUIRED Chris.White 01/13/2025 01/13/2025 01/13/2025 01/13/20 MAIN RESIDENCE SUN ROOM TO BE REMOVED DRIVEWAY (E) LANDSCAPE SIDEWALK SIDEWALK (E) LANDSCAPE (E) 2 % S L O P E (E) 2 % S L O P E (E) 2 % S L O P E (E) 2 % S L O P E ( E ) 2 % S L O P E ( E ) 2 % S L O P E ( E ) 2 % S L O P E ( E ) 2 % S L O P E (E ) 2 % S L O P E (E)6' CHAINLINK FENCE ( E ) 6 ' W O O D F E N C E (E ) 6 ' W O O D F E N C E (E) 100AMP SUB-PANEL (E) GAS METER (E)WATER METER 27 ' - 9 " 26'-3" MAIN RESIDENCE KITCHEN ADDITION DRIVEWAY (E) LANDSCAPE SIDEWALK SIDEWALK (E) LANDSCAPE (E) 2 % S L O P E (E) 2 % S L O P E (E) 2 % S L O P E (E) 2 % S L O P E ( E ) 2 % S L O P E ( E ) 2 % S L O P E ( E ) 2 % S L O P E ( E ) 2 % S L O P E (E ) 2 % S L O P E (E)6' CHAINLINK FENCE ( E ) 6 ' W O O D F E N C E (E ) 6 ' W O O D F E N C E (N) 200AMP SUB-PANEL (E) GAS METER (E)WATER METER DITTMAR DR. 23 ' - 5 " 23'-7" 11'-10" SCALE: 1/8" = 1'-0" EXISTING FLOOR PLAN SCALE: 1/8" = 1'-0" PROPOSED FLOOR PLAN NORTH NORTH A1.1 EXISTING SITE PLAN & PROPOSED SITE PLAN REVISION 01-23 CARLOS PEREZ-RAMIREZ - DESIGNER RESTRICTIVE NOTICE: ALL DESIGN, IDEAS, DETAILS, PLANS AND SPECIFICATIONS INDICATED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF FS DESIGN GROUP, THE PLANS WERE CREATED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIC PROJECT DESCRIBED HEREIN. NOT PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, MODIFIED OR DISTRIBUTE TO OTHERS WITHOUT PRIOR WRITTEN AND SPECIFIC CONSENT OF FS DESIGN GROUP CPR 1/8" = 1'-0" C: 626.780.0228 E: CPRSTUDIOOO@GMAIL.COM CPR STUDIO CARLOS PEREZ-RAMIREZ NO.REVISION DATE SCALE DRAWN BY JOB NO GA R C I A R E S I D E N C E 30 3 7 7 C U P E N O L N , T E M E C U L A , C A . 9 2 5 9 2 12/03/2024 GARAGE 8'-0" C.L.G BEDROOM VAULTED BEDROOM VAULTED BEDROOM VAULTED KITCHEN HALLWAY C.L.G 8'-0" LIVING ROOM VAULTED DINING SPACE VAULTED SUNROOM TO BE REMOVED WIC PARTITION WALL TO BE REMOVED GARAGE 8'-0" C.L.G BEDROOM VAULTED BEDROOM VAULTED BEDROOM VAULTED KITCHEN KITCHEN ADDITION VAULTED KITCHEN ISLAND HALLWAY C.L.G 8'-0" LIVING ROOM VAULTED DINING SPACE VAULTED WIC SCALE: 1/4" = 1'-0" EXISTING FLOOR PLAN EXISTING WALL NEW FRAME WALLS W/ STUDS @ 16" O.C. 5/8" DRYWALL @ INTERIOR & 7/8" STUCCO @ EXTERIOR BUILDING STANDARD DUPLEX OUTLET SDSMOKE DETECTOR (CARBON MONOXIDE) HARD WIRE 110 VOLTS INTER CONNECTED WITH BATTERY BACK-UP. SINGLE POLE LIGHT SWITCH. RECESSED LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE F GFCI PROTECTED OUTLETS IN BATHROOMS. (PROVIDE AT LEAST ONE 20 AMPERE BRANCH CIRCUIT TO SUPPLY BATHROOM RECEPTACLES. THE BRANCH CIRCUIT SHALL ONLY SUPPLY OUTLETS LOCATED IN THAT ROOM. SECTION 210.11 (C) (3) 2013.) TO BE DEMO CMCARBON MONOXIDE ARC FAULT CIRCUIT INTERCEPTOR GFI AFCI SINGLE POLE LIGHT SWITCH. D SINGLE POLE LIGHT SWITCH. MS SYMBOL LEGEND WALL MOUNTED FIXTURE ENERGY STAR EXHAUST FAN WITH HUMIDISTAT CONTROL DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING, TYP ALL BATHS & TOILETS F FLOOR MOUNTED DUPLEX OUTLET 10" SOLATUBE INSTALLATION PER MANUFACTURE SCALE: 1/8" = 1'-0" PROPOSED FLOOR PLAN NORTH NORTH A2.0 EXISTING FLOOR PLAN REVISION 01-23 CARLOS PEREZ-RAMIREZ - DESIGNER RESTRICTIVE NOTICE: ALL DESIGN, IDEAS, DETAILS, PLANS AND SPECIFICATIONS INDICATED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF FS DESIGN GROUP, THE PLANS WERE CREATED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIC PROJECT DESCRIBED HEREIN. NOT PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, MODIFIED OR DISTRIBUTE TO OTHERS WITHOUT PRIOR WRITTEN AND SPECIFIC CONSENT OF FS DESIGN GROUP CPR 1/8" = 1'-0" C: 626.780.0228 E: CPRSTUDIOOO@GMAIL.COM CPR STUDIO CARLOS PEREZ-RAMIREZ NO.REVISION DATE SCALE DRAWN BY JOB NO NOTE: SMOKE ALARM AND DETECTORS WILL BE INSTALLED AND MAINTAINED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. A2 GA R C I A R E S I D E N C E 30 3 7 7 C U P E N O L N , T E M E C U L A , C A . 9 2 5 9 2 12/03/2024 GARAGE 8'-0" C.L.G BEDROOM VAULTED BEDROOM VAULTED BEDROOM VAULTED KITCHEN KITCHEN ADDITION KITCHEN ISLAND HALLWAY C.L.G 8'-0" LIVING ROOM VAULTED DINING SPACE VAULTED 22 ' - 8 " 3'-3"3'-3"1'-8" 2' - 7 " 2' - 1 0 " 17 ' - 3 " 3'-6"3'-6" 15'-2" 22 ' - 0 " 2' - 1 0 " 17 ' - 3 " 1' - 1 1 " WIC (N)EXHAUST HOOD 30" ABOVE COOKING SURFACE 100 CFM AT KITCHEN STOVE DOOR SCHEDULE SYM.SIZE GLASSFUNCTION NOTESTYPEMATERIAL GLASS HOLLOW GLASS BLOCK GLAZING DOOR NOTES: 1. NEW DOORS SHALL BE "COLONIST" 6 PANEL REFINISHED AND PREHUNG UNLESS DIRECTED OTHERWISE BY THE OWNER. 2. GLASS IN INGRESS AND EGRESS DOORS SHALL BE TEMPERED. 3. ALL EXTERIOR DOORS SHALL BE FULLY WEATHER STRIPPED 4. PROVIDE SINGLE CYLINDER DEADBOLT ON EXTERIOR DOORS. 5. INTERIOR DOORS SHALL HAVE ONE PAIR 3 1/2" STANLEY HINGES WITH BRASS FINISH. VERIFY W/ OWNER. 6. EXTERIOR DOORS SHALL HAVE 1 1/2 PAIR 4" STANLEY RD-741 HINGES WITH BRASS FINISH. VERIFY W/ OWNER. 7. INTERIOR DOOR LATCHES SETS AND TRIM SHALL BE SELECTED BY OWNER. 8. ALL HARDWARE SHALL BE INSTALLED COMPLETE WITH ALL ACCESSORIES I.E. SCREWS, STRIKES ETC. AND DOORS SET TRUE AND SQUARE TO ITS JAMB. FLOOR PLAN NOTES DIMENSIONS - ALL DIMENSIONS ARE TO FACE OF STUD (F.O.S.), FACE OF BLOCK (F.O.B.), OR FACE OF CONCRETE (F.O.C.) UNLESS NOTED OTHERWISE. SPRINKLERS - BUILDING IS SPRINKLED THROUGHOUT STRUCTURAL - FRAMING MEMBERS AND FOUNDATION LAYOUT SHOWN IN FLOOR PLANS ARE FOR REFERENCE ONLY. REFER TO STRUCTURAL FRAMING AND FOUNDATION PLANS FOR ACTUAL FRAMING SIZES, DIRECTIONS, FOUNDATION SIZES AND SPECIFICATIONS. MECHANICAL - HVAC DUCTS AND EQUIPMENT SHOWN IN FLOOR PLANS ARE FOR REFERENCE ONLY. REFER TO MECHANICAL PLANS FOR ACTUAL DUCT SIZES AND LOCATIONS. DOORS - FOR DOOR SCHEDULE WINDOWS - FOR WINDOW SCHEDULE SMOKE DETECTORS - FOR LOCATIONS SEE ELECTRICAL PLANS. CARBON MONOXIDE SENSORS - FOR LOCATIONS SEE ELECTRICAL PLANS. SCALE: 1/4" = 1'-0" PROPOSED FLOOR PLAN- ADU (LOW E) DUAL EXISTING WALL NEW FRAME WALLS W/ STUDS @ 16" O.C. 5/8" DRYWALL @ INTERIOR & 7/8" STUCCO @ EXTERIOR BUILDING STANDARD DUPLEX OUTLET SDSMOKE DETECTOR (CARBON MONOXIDE) HARD WIRE 110 VOLTS INTER CONNECTED WITH BATTERY BACK-UP. SINGLE POLE LIGHT SWITCH. RECESSED LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE F GFCI PROTECTED OUTLETS IN BATHROOMS. (PROVIDE AT LEAST ONE 20 AMPERE BRANCH CIRCUIT TO SUPPLY BATHROOM RECEPTACLES. THE BRANCH CIRCUIT SHALL ONLY SUPPLY OUTLETS LOCATED IN THAT ROOM. SECTION 210.11 (C) (3) 2013.) TO BE DEMO CMCARBON MONOXIDE ARC FAULT CIRCUIT INTERCEPTOR GFI AFCI SINGLE POLE LIGHT SWITCH. D SINGLE POLE LIGHT SWITCH. MS SYMBOL LEGEND WALL MOUNTED FIXTURE F FLOOR MOUNTED DUPLEX OUTLET 2.00.01 2.00.02 2.00.03 12 X 12 PLUMBING ACCESS 72" HIGH NON-ABSORBENT 1.5" MAX THRESHOLD TO LANDING BELOW ELECTRICAL PLAN KEYNOTES APPLIANCE BRANCH CIRCUITS R TANK LESS WATER HEATER DEDICATED CIRCUIT 15 AMP | 120 VOLT CONNECTION - (1) WALL RECEPTACLE OR HARD WIRED REQUIRES ON/OFF SWITCH APPLIANCE BRANCH CIRCUITS NOTES 1 REQUIREMENTS - VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES WITH MANUFACTURERS' RECOMMENDATIONS. 2 ROUGH-IN - LOCATE ELECTRICAL RECEPTACLES AND CONNECTIONS PER MANUFACTURERS' RECOMMENDATIONS. 3 DOCUMENTS - THE LIGHTING PLAN IS NOT INTENDED TO REPRESENT A COMPLETE SET OF ELECTRICAL DRAWINGS. EXCEPT WHERE INDICATED OTHERWISE, THE LOCATION AND SELECTION OF ANY ELECTRICAL REQUIREMENTS NOT DIRECTLY RELATED TO THE LIGHTING SHALL BE BY OTHERS. 4 ENGINEERING - ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL WORK DESIGN BUILD. ALL WORK TO BE PERFORMED IN COMPLIANCE WITH ALL LAWS AND APPLICABLE CODES. ADDITIONAL NOTES: THE CONSTRUCTION SHALL NOT RESTRICT A FIVE FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES,ETC.) OR TO THE LOCATION OF THE HOOK UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES WETHER OR NOT THE LINES ARE LOCATED ON PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS OR ADDITIONAL EXPENSES. ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS, AND SEALANTS SHALL COMPLY WITH THE V.O.C. LIMITS LISTED IN TABLES 4.504.1-4.504.3 APPROVED SEISMIC GAS SHUT OFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF HOUSE CONTAINING THE FUEL GAS PIPING ENERGY STAR EXHAUST FAN WITH HUMIDISTAT CONTROL DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING, TYP ALL BATHS & TOILETS ALL PLUMBING FIXTURES TO BE CONNECTED TO A SANITARY SEWER ALL NEW FIXTURES TO COMPLY WITH CBC WATER USAGE REQ'S.- SEE A1.3 FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 4.303.2 SINK OUTLET SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY LAUNDRY OUTLET SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY ALL SMOKE ALARMS TO RECEIVE PRIMARY POWER SOURCE FROM BUILDING WIRING AND EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THE APPLIANCE ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC,OR SHEET METAL UNTIL THE FINAL START UP OF THE HEATING,COOLING AND VENTILATING EQUIPMENT FINISHI MATERIAL POLLUTANT CONTROL SEC. 4.504.2. FINISH MATERIAL POLLUTANT CONTROL: THE FOLLOWING FINISH MATERIALS SHALL COMPLY WITH THE VOC CONTENT LIMITS SET FORTH IN CALGREEN SECTIONS 4.504.2 THROUGH 4.504.5: - ADHESIVES, SEALANTS AND CAULKS, PAINTS AND COATINGS, CARPET SYSTEMS, CUSHIONS AND ADHESIVE, RESILIENT FLOORING, AND COMPOSITE WOOD PRODUCTS USED IN THE INTERIOR OR EXTERIOR. NOTE: CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION WASTE WILL BE HANDLED BY A CITY OF LOS ANGELES CERTIFIED HAULER. WATER CLOSETS SINGLE SHOWERHEAD COMBINED SHOWERHEADS WATER EFFICIENCY AND CONSERVATION 1ST FLOOR 1 LAVATORY FAUCETS KITCHEN FAUCETS 2 1.28 GPF 2.0 GPM @ 80 PSI 1.2 GPM @ 60 PSI 1.8 GPM @ 60 PSI 2.0 GPM @ 80 PSI 0 3 1 NOTE: -NEW HARDWIRED SMOKE DETECTORS SHALL BE INSTALLED IN SERIES SO ALL DETECTION EQUIPMENT OPERATES SIMULTANEOUSLY. NOTE: SMOKE ALARM SHALL BE INTERCONNECTED HARD-WIRED WITH BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72 NOTE: CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD-WIRED WITH BATTERY BACKUP NOTE: OPENINGS SHALL HAVE CORROSION-RESISTANT WIRE MESH OR OTHER APPROVED MATERIAL WITH 1/16-IN. MINIMUM AND 1/4-IN. MAXIMUM OPENING 10" SOLATUBE INSTALLATION PER MANUFACTURE 2'-10" x 6'-8"1 INTERIOR MANUFACTURER: JELD - WEN, COLOR: WHITE NOTE: WINDOWS TO BE DOUBLE GLASS MIN. U-VALVE = 0.75, ALL WINDOWS SHALL BE DUAL PANEL LOW "E", USE SAFETY GLAZING MATERIAL (TEMPERED GLASS) NOTE: HARDWARE INCLUDES LOCK SET AND HINGES (AND WEATHER STRIP FOR EXTERIOR DOORS). ALL WINDOWS ARE VINYL MILGARD BRAND OR EQUAL UNLESS OTHERWISE NOTED. HC=HOLLOW CORE, SC=SOLID CORE, XO=HORIZONTAL SLIDER, G=GRIDS, CLR=CLEAR, OBS=OBSCURE, AL=ALUMINUM, VY=VINYL, INS=INSULATED, FR=FIRE RATED. NOTE: THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS AND SKYLIGHTS 9INCL. TUBLAR) MUST REMAIN ON THE UNIT UNTIL FINAL INSPECTION HAS BEEN COMPLETED. MAXIMUM U-FACTOR 0.30 | MAXIMUM SHGC: 0.21 WINDOW SCHEDULE SYM. 3'-6" x 3'-0" SIZE FUNCTION A SINGLE HUNG NOTES FOR ATTIC MOUNTED MECHANICAL EQUIPMENT, PROVIDE ACCESS AND CONVENIENCE FEATURES: [CRC R807, CMC 304.4] a.CONTINUOUS SOLID SURFACE PASSAGEWAY, 24" WIDE. b.WORKING PLATFORM, 30" X 30" IN FRONT OF THE EQUIPMENT. c. LIGHTING AND CONVENIENCE ELECTRICAL OUTLET. SOLID CORE PRIMED COMPOSITE A2.1 PROPOSED FLOOR PLAN REVISION 01-23 CARLOS PEREZ-RAMIREZ - DESIGNER RESTRICTIVE NOTICE: ALL DESIGN, IDEAS, DETAILS, PLANS AND SPECIFICATIONS INDICATED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF FS DESIGN GROUP, THE PLANS WERE CREATED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIC PROJECT DESCRIBED HEREIN. NOT PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, MODIFIED OR DISTRIBUTE TO OTHERS WITHOUT PRIOR WRITTEN AND SPECIFIC CONSENT OF FS DESIGN GROUP CPR 1/8" = 1'-0" C: 626.780.0228 E: CPRSTUDIOOO@GMAIL.COM CPR STUDIO CARLOS PEREZ-RAMIREZ NO.REVISION DATE SCALE DRAWN BY JOB NO ENERGY STAR RATED EXHAUST FAN (MINIMUM 50 CFM WITH HUMIDISTAT CAPABLE OF AN ADJUSTMENT BETWEEN 50 AND 80% HUMIDITY, CONTROL DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING, TYP ALL BATHS & TOILETS - EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEM. LIGHTING INTEGRAL TO AN EXHAUST FAN MAY BE ON THE SAME SWITCH AS THE FAN PROVIDED THE LIGHTING CAN BE SWITCHED OFF WHILE ALLOWING THE FAN TO CONTINUE TO OPERATE FOR AN EXTENDED PERIOD OF TIME. (150(K)2B CEC) EXHASUT FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 50 CFM FOR INTERMITTENT VENTILATION AND 25 CFM OF CONTINOUS VENTILATION AND VENTED DIRECTLY TO THE OUTSIDE (R303.3 CRC, 4.506.1 CGBSC) A1 NOTE: -SMOKE DETECTORS SHALL BE A MINIMUM OF 3 FT FROM BATHROOMS. 11 A A 2.00.03 2.00.03 GA R C I A R E S I D E N C E 30 3 7 7 C U P E N O L N , T E M E C U L A , C A . 9 2 5 9 2 12/03/2024 EXISTING NEW EXISTING NEW 12 ' - 7 " CEILING 4' - 9 " FINISH FLOOR VAULTED EXISTING NEW 12 ' - 7 " CEILING 4' - 9 " FINISH FLOOR VAULTED EXISTING NEW 12 ' - 7 " CEILING 4' - 9 " FINISH FLOOR VAULTED 6:12 SLOPE 6:12 SLOPE 6:12 SLOPE 6:12 SLOPE 6:12 SLOPE 6:12 SLOPE 6: 1 2 SL O P E 6: 1 2 SL O P E MATCH EXISTING VERIFY VERIFY VERIFY VERIFY VERIFY VERIFY MATCH EXISTING (N) TRIM MATCH EXISTING (N) WINDOW,PER PLAN MATCH EXISTING (N) WOOD SILL MATCH EXISTING WEEP SCREED 2X STUDS @ 16" O.C. R-15 INSULATION 4 X HDR WHERE OCCURS (N) 7/8" EXT. STUCCO OVER WIRE FABRIC LATH OVER 2 LAYERS TYPE "D" BUILDING PAPER OVER PLYWOOD (TO MATCH EXISTING) 1/2" DRYWALL 2 X 6 ROOF RAFTER 3 SD-5 3 SD-5 KITCHEN CABINETS 1 REFER TO FOUNDATION PLAN (SHEET SD-2) SD-2 SCALE: 1/4" = 1'-0" NORTH ELEVATION SCALE: 1/4" = 1'-0" SOUTH ELEVATION SCALE: 1/4" = 1'-0" EAST ELEVATION SCALE: 1/4" = 1'-0" WEST ELEVATION (N)ROOF: CLASS A FIRE RESISTANCE CERTAIN TEED 30 YEAR ASPHALT SHINGLES, OVER ONE LAYER OF 30# FELT PAPER OVER 1/2" APPROVED ROOF SHTNG. (CDX OR OSB) W/ RADIANT BARRIER, W/ 8D NAILS @6,6,12 , INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS ROOF PITCH: 4/ 12 MAX (ICC# ESR-1389) (N)7/8" EXT. STUCCO OVER WIRE FABRIC LATH OVER 2 LAYERS TYPE "D" BUILDING PAPER OVER PLYWOOD (TO MATCH EXISTING) SYMBOL LEGEND 1 2 2 SCALE: 1/8" = 1'-0" PROPOSED ROOF PLAN NEW 1 2 NEW1 2 NEW1 A3.1 PROPOSED ELEVATIONS/ROOF PLAN REVISION 01-23 CARLOS PEREZ-RAMIREZ - DESIGNER RESTRICTIVE NOTICE: ALL DESIGN, IDEAS, DETAILS, PLANS AND SPECIFICATIONS INDICATED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF FS DESIGN GROUP, THE PLANS WERE CREATED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIC PROJECT DESCRIBED HEREIN. NOT PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, MODIFIED OR DISTRIBUTE TO OTHERS WITHOUT PRIOR WRITTEN AND SPECIFIC CONSENT OF FS DESIGN GROUP CPR 1/8" = 1'-0" C: 626.780.0228 E: CPRSTUDIOOO@GMAIL.COM CPR STUDIO CARLOS PEREZ-RAMIREZ NO.REVISION DATE SCALE DRAWN BY JOB NO SCALE: 1/2" = 1'-0" WINDOW ELEVATION SCALE: 1/4" = 1'-0" PROPOSED ROOF PLAN GA R C I A R E S I D E N C E 30 3 7 7 C U P E N O L N , T E M E C U L A , C A . 9 2 5 9 2 12/03/2024 GARAGE 8'-0" C.L.G BEDROOM VAULTED BEDROOM VAULTED BEDROOM VAULTED KITCHEN KITCHEN ADDITION KITCHEN ISLAND HALLWAY C.L.G 8'-0" LIVING ROOM VAULTED DINING SPACE VAULTED WIC SVS F FF F FF F FF WR GFCI W.H. WR GFCI GFI GFI GFI GFIGFI GFI GFI NOTE: WINDOWS TO BE DOUBLE GLASS MIN. U-VALVE = 0.75, ALL WINDOWS SHALL BE DUAL PANEL LOW "E", USE SAFETY GLAZING MATERIAL (TEMPERED GLASS) NOTE: HARDWARE INCLUDES LOCK SET AND HINGES (AND WEATHER STRIP FOR EXTERIOR DOORS). ALL WINDOWS ARE VINYL MILGARD BRAND OR EQUAL UNLESS OTHERWISE NOTED. HC=HOLLOW CORE, SC=SOLID CORE, XO=HORIZONTAL SLIDER, G=GRIDS, CLR=CLEAR, OBS=OBSCURE, AL=ALUMINUM, VY=VINYL, INS=INSULATED, FR=FIRE RATED. NOTE: THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS AND SKYLIGHTS (10INCL. TUBLAR) MUST REMAIN ON THE UNIT UNTIL FINAL INSPECTION HAS BEEN COMPLETED. MAXIMUM U-FACTOR 0.30 | MAXIMUM SHGC: 0.21 DOOR NOTES: 1. NEW DOORS SHALL BE "COLONIST" 6 PANEL REFINISHED AND PREHUNG UNLESS DIRECTED OTHERWISE BY THE OWNER. 2. GLASS IN INGRESS AND EGRESS DOORS SHALL BE TEMPERED. 3. ALL EXTERIOR DOORS SHALL BE FULLY WEATHER STRIPPED 4. PROVIDE SINGLE CYLINDER DEADBOLT ON EXTERIOR DOORS. 5. INTERIOR DOORS SHALL HAVE ONE PAIR 3 1/2" STANLEY HINGES WITH BRASS FINISH. VERIFY W/ OWNER. 6. EXTERIOR DOORS SHALL HAVE 1 1/2 PAIR 4" STANLEY RD-741 HINGES WITH BRASS FINISH. VERIFY W/ OWNER. 7. INTERIOR DOOR LATCHES SETS AND TRIM SHALL BE SELECTED BY OWNER. 8. ALL HARDWARE SHALL BE INSTALLED COMPLETE WITH ALL ACCESSORIES I.E. SCREWS, STRIKES ETC. AND DOORS SET TRUE AND SQUARE TO ITS JAMB. GLASS: 1. TO COMPLY WITH THE LOS ANGELES COUNTY SECURITY ORDINANCE. ANY GLASS IN DOORS OR IN SIDELITE(S) WITHIN 24" OF EITHER DOOR EDGE PER 2016 CBC, SEC. 2406.4(6) OR WITHIN 40" OF ANY LOCKING MECHANISM (PER CITY OF LOS ANGELES ORDINANCE) SHALL BE FULLY TEMPERED. 2. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH ENERGY CALCULATIONS. KEYNOTE SCALE: 1/4" = 1'-0" SYMBOL LEGEND 2.00.01 2.00.02 2.00.03 12 X 12 PLUMBING ACCESS 72" HIGH NON-ABSORBENT 1" MAX THRESHOLD TO LANDING BELOW NOTE: THE PANEL OR SUB-PANEL SHALL PROVIDE A CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVER CURRENT PROTECTIVE DEVICE NOTE: THE ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVES SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC" NOTE: NEW ELECTRICAL SERVICE PANEL LOAD NOT TO EXCEED 400 AMPS 120/240V NOTE: ALL LUMINAIRES SHALL BE HIGH EFFICACY AND SHALL BE CONTROLLED BY AN OCCUPANCY OR VACANCY SENSOR. HABITABLE SPACES. ALL LUMINAIRES SHALL BE HIGH EFFICACY AND SHALL BE CONTROLLED BY A VACANCY/OCCUPANCY SENSOR OR DIMMER. HIGH EFFICACY LUMINAIRES MUST BE PIN BASED. WALLS 2 FEET WID OR GREATER HALL HAVE AN OUTLET. OUTLETS SHALL BE SPACED NO MORE THAN 12 FEET APPART AND A MAXIMUM OF 6 FEET FROM END OF WALLS OR OPENING. SURFACE MOUNTED LIGHTING FIXTURES IN CLOSETS MUST BE 18 INCHES FROM STORAGE AREA (S). FLUSH MOUNTED MUST BE 6 INCHES AWAY. ELECTRICAL PLAN KEYNOTES APPLIANCE BRANCH CIRCUITS R TANK LESS WATER HEATER DEDICATED CIRCUIT 15 AMP | 120 VOLT CONNECTION - (1) WALL RECEPTACLE OR HARD WIRED REQUIRES ON/OFF SWITCH APPLIANCE BRANCH CIRCUITS NOTES 1 REQUIREMENTS - VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES WITH MANUFACTURERS' RECOMMENDATIONS. 2 ROUGH-IN - LOCATE ELECTRICAL RECEPTACLES AND CONNECTIONS PER MANUFACTURERS' RECOMMENDATIONS. 3 DOCUMENTS - THE LIGHTING PLAN IS NOT INTENDED TO REPRESENT A COMPLETE SET OF ELECTRICAL DRAWINGS. EXCEPT WHERE INDICATED OTHERWISE, THE LOCATION AND SELECTION OF ANY ELECTRICAL REQUIREMENTS NOT DIRECTLY RELATED TO THE LIGHTING SHALL BE BY OTHERS. 4 ENGINEERING - ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL WORK DESIGN BUILD. ALL WORK TO BE PERFORMED IN COMPLIANCE WITH ALL LAWS AND APPLICABLE CODES. ELECTRICAL NOTES PER 2016 CALIFORNIA ELECTRICAL CODE A.PANEL LOCATIONS PANELS SHALL NOT BE LOCATED IN THE VICINITY OF EASILY IGNITABLE MATERIAL, SUCH AS CLOTHES CLOSETS, OR IN BATHROOMS (CEC 240-24D) B.NON-METALLIC SHEATHED CABLE (CEC 334) NON-METALLIC SHEATHED CABLE SHALL BE: 1.PROTECTED BY RIGID METAL CONDUIT INTERMEDIATE METAL CONDUIT, ELECTRICAL METALLIC TUBING, SCHEDULE 80 PVC CONDUIT, PIPE, OR OTHER MEANS WHEN CABLE IS EXPOSED OR SUBJECT TO PHYSICAL DAMAGE. (CEC 334.15B) 2.PROTECTED BY A 1 16 " STEEL PLATE OR SLEEVE, OR BE NOT LESS THAN 1-1/4" FROM THE NEAREST EDGE OF THE FRAMING MEMBER, WHEN INSTALLED THROUGH FRAMING MEMBERS. STEEL PLATES OR SLEEVES ARE REQUIRED ON ALL DOUBLE SHEAR WALL S SHEN CABLE IS INSTALLED EITHER THROUGH A PARALLEL TO FRAMING MEMBERS (CEC 334.17) 3.PROTECTED BY GUARD STRIPS WITHIN 6 FEET OF AN ATTIC ACCESS WHEN NO PERMANENT STAIRS OR LADDERS ARE PROVIDED(CEC 334.23 320.23) 4.PROTECTED BY GUARD STRIPS IN THE ENTIRE ATTIC WHEN PERMANENT STAIRS OR LADDERS ARE PROVIDED. ACCESS PANELS OR DOORS FROM THE SECOND FLOOR INTO THE ATTIC ARE CONSIDERED PERMANENT ACCESS AND GUARD STRIPS REQUIRED IN THE ENTIRE ATTIC. 5.HAVE A BENDING RADIUS NOT LESS THAN 5 TIMES THE DIAMETER OF THE CABLE (CEC334.24) 6.SUPPORTED AT INTERVALS NOT EXCEEDING 4-1/2" FEET AND WITHIN 12" OF EVERY OUTLET BOX, JUNCTION BOX, CABINET FOR FITTING (CEC 334.30) C.CIRCUITS AND RECEPTACLES 1.RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6FT. FROM AN OUTLET, INCLUDING ANY WALL SPACE 2FT. WIDE OR GREATER. NOTE: A FIXED PANEL OF A SLIDING GLASS DOOR IS CONSIDERED WALL SPACE (CEC 210.52A) 2.IN KITCHENS, BREAKFAST ROOMS, PANTRIES AND DINING ROOMS A MINIMUM OF 2-20A CIRCUITS SHALL BE PROVIDED (CEC 210.11C1) COUNER SPACE RECEPTACLES SHALL BE GFC (CEC 210.8A) AND INSTALLED: - AT EACH WALL COUNTER SPACE THAT IS 12" OR GREATER (CEC 210.52C1) - NO MORE THAN 48 IN. OC (CEC 210.52C1) - MAXIMUM 24 IN FROM THE END OF THE COUNTER (CEC 210.52C1) - MAXIMUM 20 IN ABOVE COUNTER SURFACE (CEC 210.52C5) - ON ISLAND COUNTER SPACES (ONE RECEPTACLE MIN) NOT MORE THAN 12 IN. BELOW COUNTER SURFACE (CEC 210.52C5)EXCEPTION) AN ISLAND WITH LESS THAN 12" BEHIND A RANGE TOP OF SINK IS CONSIDERED AS DIVIDING THE COUNTER TOP INTO TWO SEPARATE SPACES (CEC 210.52C2) - ON PENINSULAR COUNTER SPACES (ONE RECEPTACLE MIN) NOT MORE THAN 12 IN BELOW COUNTER SURFACE (CEC 210.52C5)EXCEPTION) 3.BATHROOM SHALL HAVE A SEPARATE 20A CIRCUIT (CEC210.11C3) WITH AT LEAST ONE GFCI WALL RECEPTACLES WITHIN 36 IN OF EACH BASIN (CEC210.8A1) (CEC210.52D) 4.LAUNDRY ROOMS SHALL HAVE A SEPARATE 20A CIRCUIT WITH AT LEAST ONE RECEPTACLE SHALL BE PROVIDED (CEC 210.11C2) ALL RECEPTACLE WITHIN 6FT. OF THE SINK SHALL BE GFCI (CEC 210.8A7) 5.IN GARAGES, T LEAST ONE GFCI RECEPTACLE SHALL BE PROVIDED (CEC 210.52G). ALL OTHER GARAGE RECEPTACLES EXCEPT THOSE DEDICATED TO AN APPLIANCE OR THAT ARE NOT READILY ACCESSIBLE SHALL BE GFCI. (CEC 210.8A2) 6.IN HALLWAYS OF 10FT. OR MORE IN LENGTH, AT LEAST ONE RECEPTACLE SHALL BE PROVIDED (CEC 210.52H) 7.OUTDOOR OUTLETS SHALL BE GFCI (CEC 210.83) ONE OUTLET SHALL BE INSTALLED AT THE FRONT OF THE DWELLING AND ONE AT THE REAR OF THE DWELLING. RECEPTACLES SHALL BE ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN 6-1/2 FT. ABOVE GRADE 9CEC 210.52E) 8.ALL CRAWL SPACE RECEPTACLES SHALL BE GFCI (CEC 210.8A4) 9.ALL UNFINISHED BASEMENT RECEPTACLES SHALL BE GFCI UNLESS THEY ARE NOT READILY ACCESSIBLE OR ARE SERVICE OR ARE SERVICE A DEDICATED APPLIANCE (CEC 210.8A5) 10.ALL RECEPTACLES WITHIN 6 FT. OF A WET BAR SHALL BE GFCI (CEC 210.8A7) 11.ALL RECEPTACLES ON 15A OR 20A BRANCH CIRCUITS THAT SUPPLY FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS , BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL E PROTECTED BY COMBINATION-TYPE ARC-FAULT CIRCUIT INTERRUPTERS (AFCI), INCLUDING SWITCHED OUTLETS (CEC 210.12B) 12.ALL RECEPTACLES SERVING APPLIANCES OR MOTORS WITH A RATING OF 1HP OR 6 AMPS SHALL BE ON A SEPARATE CIRCUIT. 13.FOR HVAC EQUIPMENT, A SEPARATE 15A OR 20A CIRCUIT WITH AN ACCESSIBLE RECEPTACLE AT THE EQUIPMENT SHALL BE PROVIDED WITHIN 25 FT. OF THE EQUIPMENT (CEC 210.63). IF LOCATED IN AN UNDER FLOOR AREA, THE RECEPTACLE SHALL BE GFCI (CEC 210.84) D.LIGHTNING (CEC 210.70) 1.SWITCHED LIGHTNING SHALL BE INSTALLED IN: - ALL HABITABLE ROOMS, BATHROOMS, HALLWAYS, AND STAIRWAYS AT EACH LEVEL - GARAGES - AT ALL OUTDOOR ENTRANCES AND EXITS. - IN ALL ATTICS, UNDER FLOOR AREAS, UTILITY ROOMS AND BASEMENTS USED FOR STORAGE - NEAR HVAC EQUIPMENT IN ATTIC, UNDER FLOOR AREAS, ROOMS OR BASEMENTS, WITH A SWITCH AT THE ACCESS POINT. 2.LIGHTING INSTALLED IN A CLOSET SHALL BE A SURFACE MOUNTED OR RECESSED FLUORESCENT FIXTURE OR A SURFACE MOUNTED INCANDESCENT FIXTURE WITH COMPLETELY ENCLOSED LAMPS OR RECESSED FLUORESCENT FIXTURE WITH COMPLETELY ENCLOSED LAMPS. SURFACE INCANDESCENT LIGHTING SHALL BE INSTALLED A MINIMUM OF 12 IN. FROM THE NEAREST POINT OF A STORAGE SPACE. SURFACE FLUORESCENT LIGHTING AND RECESSED LIGHTING SHALL BE INSTALLED A MINIMUM OF 6 IN. FROM THE NEAREST POINT OF A STORAGE SPACE. (CEC 410.8D) E.FANS IN BATHROOMS CONTAINING TUBS OR SHOWERS, A FAN CAPABLE OF EXHAUSTING 50 CFM SHALL BE INSTALLED (ENERGY STANDARDS150) F.SMOKE ALARMS IN A NEW CONSTRUCTION, SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING. THE WIRING SHALL BE PERMANENT AND INSTALLED WITHOUT A DISCONNECT SWITCH OTHER THAN THOSE REQUIRED FOR OVER CURRENT PROTECTION. (CRC R314.4) G. WATER HEATING. SYSTEMS USING GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS [150.0(N)]: 1.A DEDICATED 125V, 20A (10AWG COPPER BRANCH CIRCUIT) ELECTRICAL RECEPTACLE THAT IS WITHIN 3 FT FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS. THERE SHALL BE A RESERVED SINGLE POLE BREAKER SPACE IN THE ELECTRICAL PANEL LABELED "FUTURE 240V USE". BOTH ENDS OF THE UNUSED CONDUCTOR SHALL BE LABELED WITH THE WORD "SPARE" AND BE ELECTRICALLY ISOLATED. 2.A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE. 3.DESIGNATE A SPACE AT LEAST 2.5FT. BY 2.5FT. WID AND 7 FT. TALL SUITABLE FOR THE FUTURE INSTALLATION OF A HEAT PUMP WATER HEATER (HPWH). 4.IF DESIGNATED SPACE IS MORE THAN 3 FEET FROM WATER HEATER, COMPLY WITH 150.0(n)B. WATER CONSERVATION: THE PROJECT SHALL DEMONSTRATE A 20% REDUCTION IN WATER USE BY SPECIFYING PLUMBING FIXTURES AND FIXTURES THAT MEET THE FLOW RATES LISTED BELOW, OR THROUGH A CALCULATION SHOWING A 20% REDUCTION FROM BASELINE VALUES LISTED IN CALGREEN TABLE 4.303.1 SHOWERHEADS: 2.0 GPM LAVATORY FAUCET - RESIDENTIAL 1.2 GPM KITCHEN FAUCETS 1.8 GPM WATER CLOSETS:1.28GPF (GPF = GALLONS PER FLUSH) URINALS:0.5 GPF METERING FAUCETS:1.5GPM (GPM = GALLONS PER MINUTE) NOTE:THE COMBINED FLOW RATE OF MULTIPLE SHOWER HEADS SHALL NOT EXCEED THE MAXIMUM FLOW RATE, OR THE SHOWER BE DESIGNED TO PERMIT ONE SHOWERHEAD TO BE IN OPERATION AT A TIME. THE EFFECTIVE FLUSH VOLUME FOR DUAL-FLUSH TOILETS IS DEFINED AS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHED AND ONE FULL FLUSH 2.00.04 DRYER EXHAUST DUCT A4.0 ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELECTRICAL PLAN MAIN HOUSE ROOM ADDITION EXISTING WALL NEW FRAME WALLS W/ STUDS @ 16" O.C. 5/8" DRYWALL @ INTERIOR & 7/8" STUCCO @ EXTERIOR BUILDING STANDARD DUPLEX OUTLET SDSMOKE DETECTOR (CARBON MONOXIDE) HARD WIRE 110 VOLTS INTER CONNECTED WITH BATTERY BACK-UP. SINGLE POLE LIGHT SWITCH. RECESSED LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE F GFCI PROTECTED OUTLETS IN BATHROOMS. (PROVIDE AT LEAST ONE 20 AMPERE BRANCH CIRCUIT TO SUPPLY BATHROOM RECEPTACLES. THE BRANCH CIRCUIT SHALL ONLY SUPPLY OUTLETS LOCATED IN THAT ROOM. SECTION 210.11 (C) (3) 2013.) TO BE DEMO CMCARBON MONOXIDE ARC FAULT CIRCUIT INTERCEPTOR GFI AFCI DIMMER SWITCH CONTROLLED LIGHTING OUTLET D SINGLE POLE LIGHT SWITCH. MS WALL MOUNTED FIXTURE- LED STYLE - HIGH EFFICACY, BE MANUALLY ON/OFF SWITCH CONTROLLED, AND HAVE BOTH MOTION SENSOR AND PHOTOCELL CONTROL. FLOOR MOUNTED DUPLEX OUTLET 10" SOLATUBE INSTALLATION PER MANUFACTURE BUILDING STANDARD DUPLEX OUTLET -WEATHER RESISTANT TYPE RECEPTACLES (OUTLET)GFI WR F ENERGY STAR RATED EXHAUST FAN (MINIMUM 50 CFM WITH HUMIDISTAT CAPABLE OF AN ADJUSTMENT BETWEEN 50 AND 80% HUMIDITY, CONTROL DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING, TYP ALL BATHS & TOILETS - EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEM. LIGHTING INTEGRAL TO AN EXHAUST FAN MAY BE ON THE SAME SWITCH AS THE FAN PROVIDED THE LIGHTING CAN BE SWITCHED OFF WHILE ALLOWING THE FAN TO CONTINUE TO OPERATE FOR AN EXTENDED PERIOD OF TIME. (150(K)2B CEC) EXHASUT FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 50 CFM FOR INTERMITTENT VENTILATION AND 25 CFM OF CONTINOUS VENTILATION AND VENTED DIRECTLY TO THE OUTSIDE (R303.3 CRC, 4.506.1 CGBSC) INDOOR AIR QUALITY VENTILATION FAN. MODEL: FV-0511VQ1 WHISPER FIT DC FAN. DIMMABLE LED TIH ADJUSTABLE COLOR TEMPERATURES 110 CFM NOTE: THIS FAN TO REMAIN ON DURING ALL HOURS THE HOUSE IS OCCUPIED. SINGLE POLE LIGHT SWITCH WITH VACANCY SENSOR VS REVISION 01-23 CARLOS PEREZ-RAMIREZ - DESIGNER RESTRICTIVE NOTICE: ALL DESIGN, IDEAS, DETAILS, PLANS AND SPECIFICATIONS INDICATED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF FS DESIGN GROUP, THE PLANS WERE CREATED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIC PROJECT DESCRIBED HEREIN. NOT PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, MODIFIED OR DISTRIBUTE TO OTHERS WITHOUT PRIOR WRITTEN AND SPECIFIC CONSENT OF FS DESIGN GROUP CPR 1/8" = 1'-0" C: 626.780.0228 E: CPRSTUDIOOO@GMAIL.COM CPR STUDIO CARLOS PEREZ-RAMIREZ REVISION GA R C I A R E S I D E N C E 30 3 7 7 C U P E N O L N , T E M E C U L A , C A . 9 2 5 9 2 12/03/2024