Loading...
HomeMy WebLinkAbout02 - Port Ramsgate Place Modification Permit - PA2016-052 U ? COMMUNITY DEVELOPMENT DEPARTMENT PLANNING DIVISION 100 Civic Center Drive,P.O. Box 1768,Newport Beach, CA 92658-8915 �ogL�FoaN�P: 949-644-3200 Fax: 949-644-3229 www.newportbeachca.gov CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT May 26, 2016 Agenda Item No. 2 SUBJECT: 1930 Port Ramsgate Place Modification Permit (PA2016-052) 1930 Port Ramsgate Place • Modification Permit No. MD2016-006 APPLICANT: Dewain and Jenny Campbell OWNER: Dewain and Jenny Campbell PLANNER: Melinda Whelan, Assistant Planner (949) 644-3221, mwhelan@newportbeachca.gov ZONING DISTRICT/GENERAL PLAN • Zone: PC-3 (Harbor View Hills) • General Plan: RSD (Single-Unit Residential Detached) PROJECT SUMMARY A request for a modification permit to allow a 10 percent encroachment into the required 25-foot-front yard setback. The encroachment would allow approximately a total of 16.5 square feet to encroach a maximum 2-feet, 6-inches into the front yard setback for the corners of a proposed three-car garage and the corner of a familty room. An exterior porch column for the entryway would also encroach 2-feet, 6-inches. These are a part of the proposed addition to the existing single-story dwelling including the following: relocating the two-car garage and creating a three-car garage; relocation of the kitchen, relocation of the family room and bedrooms; two and a half bathrooms; a bonus room and a small upstairs loft. RECOMMENDATION 1) Conduct a public hearing; and 2) Adopt Draft Zoning Administrator Resolution No. _ approving Modification Permit No. MD2016-006 (Attachment No. ZA 1). 1 1930 Port Ramsgate Place Modification Permit Zoning Administrator, May 26, 2016 Page 2 DISCUSSION • The subject property is located within the Harbor View Hills Planned Community (PC-3) which is characterized by single-story and two-story single-family dwellings. The existing single-story, single-family dwelling was constructed in 1969. • The approved front yard setback pursuant to PC-3 is 25 feet. The approved front yard setbacks for the single-family homes in this neighborhood vary from lot to lot and on Port Ramsgate they range from 18 to 25 feet. • The subject property has a 25-foot front yard setback which is the largest required front yard setback on the block and the two adjacent blocks. Additionally, the property is uniquely located at the end of a cul-de-sac abutting a park. This location creates a curved front property line and irregular shape that inhibits the development of the buildable area. The irregular shape also affects the access to the lot. • The proposed encroachment is necessary to allow for the entry, garage, and family room to be squared-off to a regular shape within the curved shape of the property. These encroachments are only for the corners of these areas and result in a minimal total area of 16.5 square feet with a maximum encroachment of 2 feet 6 inches. The total length of the proposed encroachment is approximately 15.5 feet which is only 2.8 percent of the buildable width of the lot (56 feet). • Section 20.52.050 (Modification Permits) allows deviations up to 10 percent of the required setback area with the approval of a modification permit. This code section recognizes that relief from specified development standards, including minimal setback projections, may be appropriate when doing so is consistent with the purpose of the Zoning Code and the General Plan, and does not negatively impact the community at large or in the neighborhood of the specified development. In this case, the proposed encroachment represents an approximate 10 percent deviation from the required standard. However, the encroachment is for only corner portions of the garage, a corner of the front entry, and a corner of the family room which is minimal compared to the buildable width of the lot. ENVIRONMENTAL REVIEW The project is categorically exempt under Section 15301 , of the State CEQA (California Environmental Quality Act) Guidelines - Class 1 (Existing Facilities). TmpIt:10-02-15 1930 Port Ramsgate Place Modification Permit Zoning Administrator, May 26, 2016 Page 3 PUBLIC NOTICE Notice of this application was published in the Daily Pilot, mailed to all owners of property within 300 feet of the boundaries of the site (excluding intervening rights-of- way and waterways), including the applicant, and posted on the subject property at least 10 days before the scheduled hearing, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. APPEAL PERIOD: An appeal or call for review may be filed with the Director of Community Development within 14 days following the date of action. For additional information on filing an appeal, contact the Planning Division at (949) 644-3200. Prepared by: "-e-LOL� Melinda Whelan Assistant Planner GBR/msw Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans TmpIt:10-02-15 Attachment No. ZA 1 Draft Resolution 4 RESOLUTION NO. ZA2016-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING MODIFICATION PERMIT NO. MD2016-006 FOR A TEN PERCENT ENCROACHMENT INTO THE FRONT YARD SETBACK FOR AN ADDITION TO A SINGLE-FAMILY RESIDENCE LOCATED AT 1930 PORT RAMSGATE PLACE (PA2016-052) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Dewain and Jenny Campbell, with respect to property located at 1930 Port Ramsgate Place, and legally described as Lot 64 in Tract 6624 requesting approval of a modification permit. 2. The applicant proposes a 10 percent encroachment into the required 25-foot front yard setback. The encroachment would allow approximately a total of 16.5 square feet to encroach a maximum 2 feet 6 inches into the front yard setback for the corners of a proposed three-car garage and the corner of a family room. An exterior porch column for the entryway would also encroach 2 feet 6 inches. 3. The subject property is located within the Harbor View Hills Planned Community (PC-3) Zoning District and the General Plan Land Use Element category is Single-Unit Residential (RS-D). 4. The subject property is not located within the coastal zone. 5. A public hearing was held on May 26, 2016 in the Corona del Mar Conference Room (Bay E-1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the meeting was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this meeting. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project has been determined to be categorically exempt pursuant to Title 14 of the California Code of Regulations (Section 15301, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act) under Class 1 (Existing Facilities). 2. This exemption consists of additions to existing structures provided that the addition will not result in an increase of more than 50 percent of the floor area of the structures before the addition or 2,500 square feet, whichever is less. The proposed scope of work is to 5 Zoning Administrator Resolution No. ZA2016-### Page 2 of 6 add 380 square feet to an existing 2,168-square-foot dwelling, or approximately 17.5 percent of the existing floor area. SECTION 3. REQUIRED FINDINGS. In accordance with Section 20.52.050 (Modification Permits) of the Newport Beach Municipal Code, the following findings and facts in support of such findings are set forth: Finding: A. The requested modification will be compatible with existing development in the neighborhood. Facts in Support of Finding: 1. The neighborhood is comprised of a development pattern of single-story, single- family dwellings. 2. The proposed addition and setback encroachment at the ground level of an existing single-story, single-family dwelling will result in a residence that is compatible in bulk and scale with others in the Harbor View Hills community. 3. The approved front yard setbacks for the Harbor View Hills Planned Community (PC-3) vary on each lot. The proposed encroachments will result in a front yard setback that is still greater than the abutting and adjacent lots therefore, compatible with these neighbors. Finding: B. The granting of the modification is necessary due to the unique physical characteristic(s) of the property and/or structure, and/or characteristics of the use. Facts in Support of Finding: 1. The subject property has a 25-foot front yard setback which is the largest required front yard setback on the block and the two adjacent blocks. 2. The 25-foot front yard setback is larger than the neighboring lots required front yard setbacks. With the proposed encroachments, the resulting setback will remain larger than all but two of the lots on both sides of the entire length of Port Ramsgate Place. 3. The property is uniquely located at the end of a cul-de-sac abutting a park. This location creates a curved front property line and irregular shape that inhibits the development of the buildable area of the lot. The irregular shape also affects the access to the lot. 03-08-2016 Zoning Administrator Resolution No. ZA2016-### Page 3 of 6 4. The proposed encroachment is necessary to allow the entry, garage, and family room to be squared-off to a regular shape along the curved property. 5. The proposed addition and encroachment at the front yard would maintain the minimum 5-foot side yard setback, and the dwelling will continue to comply with the height limit, lot coverage and all other required setbacks from the PC-3 regulations the any other regulations applicable from the Zoning Code. Finding: C. The granting of the modification is necessary due to practical difficulties associated with the property and that the strict application of the Zoning Code results in physical hardships that are inconsistent with the purpose and intent of the Zoning Code. Facts in Support of Finding: 1 . The proposed encroachments are only for the corners of the garage, entry and family room and result in a minimal total area of 16.5 square feet. The total length of the proposed encroachment is approximately 15.5 feet which is a minimal 2.8 percent of the buildable width of the lot (56 feet). 2. A strict application of the approved PC-3 front yard setback would require the corners of the garage, entry and family room to be set back even further than the minimum 25- foot requirement in order to be squared-off and be architecturally desirable. This would further inhibit development within the buildable area of the lot. Finding: D. There are no alternatives to the modification permit that could provide similar benefits to the applicant with less potential detriment to surrounding owners and occupants, the neighborhood, or to the general public. Facts in Support of Finding: 1. Without this approval the applicant would be required to provide the 25-foot front yard setback which coupled with the location and shape of the lot at the end of the cul-de- sac, unfairly impacts the buildable area of the property. 2. The encroachments of the corner of the garage, family room and a portion of the entry totals approximately 16.5 square feet, is minimal in nature and does not impact surrounding properties. However, denying the proposed encroachments would impact the subject property and not allow them to enjoy the property rights enjoyed by others in the neighborhood. 03-08-2016 Zoning Administrator Resolution No. ZA2016-### Page 4 of 6 Finding: E. The granting of the modification would not be detrimental to public health, safety, or welfare, to the occupants of the property, nearby properties, the neighborhood, or the City, or result in a change in density or intensity that would be inconsistent with the provisions of this Zoning Code. Facts in Support of Finding: 1. The proposed setback encroachment is minimal in nature and does not run the entire width of the buildable width of the lot. The subject property abuts a park on one side and a neighbor with an even lesser required front yard setback of 20 feet. The location of the encroachment will maintain a minimum 22-foot 6-inch front yard setback and will maintain the 5-foot required side yard setbacks. 2. The applicant/owner is required to obtain a building permit. The construction will then be inspected prior to final of building permits. 3. The existing development on the property is a single-family dwelling. As such, there is no change to the density or intensity as a result of the addition. 4. The location of the encroachments will not block air or sunlight to any adjoining property or affect protected public views. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Modification Permit No. MD2016-006 (PA2016-052), subject to the conditions set forth in Exhibit A, which is attached hereto and incorporated by reference. PASSED, APPROVED, AND ADOPTED THIS 26t' DAY OF MAY, 2016. Patrick J. Alford, Zoning Administrator 03-08-2016 g Zoning Administrator Resolution No. ZA2016-### Page 5 of 6 EXHIBIT "A" CONDITIONS OF APPROVAL PLANNING 1 . The development shall be in substantial conformance with the approved site plan, floor plans and building elevations stamped and dated with the date of this approval (except as modified by applicable conditions of approval). 2. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 3. The encroachments shall maintain a minimum front yard setback of 22 feet 6 inches. 4. A copy of the Resolution, including conditions of approval (Exhibit "A") shall be incorporated into the Building Division and field sets of plans prior to issuance of the building permits. 5. The applicant is required to obtain all applicable permits from the City's Building Division and Fire Department. The construction plans must comply with the most recent, City- adopted version of the California Building Code. The construction plans must meet all applicable State Disabilities Access requirements. 6. Construction activities shall comply with Section 10.28.040 of the Newport Beach Municipal Code, which restricts hours of noise-generating construction activities to between the hours of 7:00 a.m. and 6:30 p.m., Monday through Friday and 8:00 a.m. and 6:00 p.m. on Saturday. Noise-generating construction activities are not allowed on Sundays or Holidays. 7. This approval shall expire and become void unless exercised within twenty-four (24) months from the actual date of review authority approval, except where an extension of time is approved in compliance with the provisions of Title 20 (Planning and Zoning) of the Newport Beach Municipal Code. 8. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney's fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner related (directly or indirectly) to City's approval of the 1930 Port Ramsgate Modification Permit including, but not limited to, Modification Permit No. MD2016-006 (PA2016-052). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the 03-08-2016 9 Zoning Administrator Resolution No. ZA2016-### Page 6 of 6 City for all of City's costs, attorneys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. PUBLIC WORKS 9. The existing driveway shall be plugged per City Standard STD-165-L. 10. The new driveway approach shall be installed pursuant to City Standard STD-162-L. 11. Protect the existing water meter and service in place. A traffic rated box and cover shall be installed. 12. Install a new sewer cleanout within the public right-of-way per City Standard STD-406-L. 13. Provide a minimum 5-foot clearance from the top of the driveway X to the existing City street light pole along Port Ramsgate Place. 14. An encroachment permit is required for all work activities within the public right-of-way. 03-08-2016 2� Attachment No. ZA 2 Vicinity Map 11 VICINITY MAP 9'a Modification Permit No. MD2016-006 PA2016-052 1930 Port Ramsgate Place �z Attachment No. ZA 3 Project Plans is PA2016-052 Abbreviations Project Team Sheet Index 7j12 W ALUM. Aluminum DR. Door HR. Hour PLAS.LAM. Plastic Laminate 1 Detail Number OWNER ARCHITECT A.C. Asphaltic Concrete DWG. Drawing HDR. Header PT. Point Detail Reference A R C H I T E C T U R A L ACOUS. Acoustic D.S. Downspout 1.D, Inside Diameter P.P. Power Pole Al Sheet Number ENTER-ARC DEWAIN AND JENNY CAMPBELL ENTER-ARC, INC. ADJ. Adjustable DW. Dumbwaiter IN. Inch P.O.C. Point of Connection 26 SEABLUFF 2901 W/ MOCARTHUR BLVD STE 101 A.P. Access Panel DWR. Drawer INCL. Include or Inclusive P.T.D.F. Pressure Treated Section Letter NEWPORT BEACH, CA 92660 SANTA ANA, CA 92704 A-0 SHEET INDEX CONSULTANTS VICINITY MAP / KEY PLAN / SYMBOLS ABBREVIATIONS I N C 0 R P 0 RAT E D A.F.F. Above Fin. Fir. E.W.C. Electric Water INFO. Information Douglass Fir 1 DEWAIN CAMPBELL APPD. Approved Cooler INS. Insulate QUAL. Quality Building Section Direction of View (949) 939-0180 TEL. (714) 427-0370 APPROX. Approximate E.G. Existing Grade INSTL. Install R.W. Redwood Al (949) ELLQCAMPACCONTRACTORS.COM FAX. (714) 427-0375 A- 1 EXISTING SITE PLAN FLOOR PLAN SHOWING DEMOLITION ARCH. Architecture or EA. Each INT. Interior RAD. Radius Reference Sheet Number JENNY CAMPBELL DCAMLANCE BROWN, AIA Architectural E.D.F. Electrical Drinking INV. Invert R. Riser JENNYSHEA4®GMAIL.COM Ibrown@enterarc.com A-2 NEW SITE PLAN / FLOOR PLAN / PAVER DETAIL BARBEQUE DETAILS 2901 W. MacArthur Blvd. AVE. Avenue Fountain INL. Inlet RD. Road Direction of View HEBA KHARSAH A.B. Anchor Bolt ELEC. Electric JST. Joist R.D. Roof Drain hkharsoh©enterarc.com A-3 REFLECTED CEILING PLAN Suite Nu m b e r 1 0 1 ABV. Above ELEV. Elevation JNT. Joint RND. Round Wall Section 1 Section Number BLDG. BuildingENGR. Engineer LAM. Laminate REF. Refrigerator Reference 9 9 Al Sheet Number A-4 EXISTING ROOF PLAN / STAIR DETAILS Santa Ana CA 92704 U BLKG. Blocking ENGRG. Engineering LAV. Lavatory REM. Remove STRUCTURAL MECHANICAL BD. Board ENTR. Entrance LBR. Lumber REQD. Required A-5 NEW ROOF PLAN/ LOFT PLAN/ DETAILS BETW. Between EQ. Equal LNDG. Landing REV. Revise 1 Elevation Designation CRAIG STANGER H 2 S ENGINEERS INC. tel. 7 1 4 . 4 2 7 . 0 3 7 0 Ji BEV. Bevel EQUIP. Equipment L.P. Low Point RF. Roof Section Number 2014A EAST WESTPORT DRIVE 1124 N BOATSWAIN CIR B.F. Both Faces EQUIV. Equivalent LNG. Lon RFG. Roofin Elevation Reference 1 2 ANAHEIM, CA 92806 ANAHEIM, CA 92801 A-6 EXISTING EXTERIOR ELEVATIONS q g g = = Sheet of View BSMT. Basement EST. Estimate L.H. Left Hand RGH. Rough 4 Al (714) 778-6691 (714) 321 -3068 fax. 714 . 427 . 0375 � eet Number B.S. Both Sides E.P. Electrical Panel LINO. Linolium RM. Room = CRAIG STANGER®ATT.NET HITEN.SHETH2O12©GMAIL.COM A-7 NEW EXTERIOR ELEVATIONS BILK. Block EX.PL. Exterior Plaster LINTL. Lintel REF. Reference 3 RICK STANGER MONITA VERMA B.M. Bench Mark EXC. Excavate LGT. Light R.J. Roof Joist (714) 639-3626 MVERMA@H2SENGINEERS.COM A-g SECTIONS B.B. Bottom of Beam EXP. Expansion LGTG. Lighting RTD. Rated Room Reference 1FO-01 Room Number RICKSTANGER®SBCGLOBAL.NET BTM. Bottom EXT. Exterior L.W.C. Light Weight SIM. Similar A—g SECTIONS 4i�5�OA - B.O.S. Bottom of Steel EXTR. Exterior Concrete SCHED. Schedule BM. Beam F.O.S. Face of Stud LGT.FIXT. Light Fixture SPL.BLK. Splash Block � Grid Number a CAB. Cabinet F.D. Floor Drain MAS, Masonry SCHEM. Schematic Structural Grid or Letter A- 10 DOORS AND WINDOWS SCHEDULE DOOR DETAILS CALC. Calculation FDN. Foundation MACH. Machine SECT. Section 0.C19898 * _ CAP. Capacity F.DR. Fire Door MAINT. Maintenance SERV. Service A- 11 ROOM FINISH SCHEDULE VARIOUS CABINET ELEVATIONS/ EAVE DETAILS CHIMNEY DETAILS U'a Ren.10-31-17 O2 Door Designation .c CAT. Catalogue F.E. Fire Extinguisher MAIL. Material SHT. Sheet 9p Q C.BD. Chalk Board F.B. Fiber Board MAX. Maximum SHTG. SheathingOpenings Fpc `FO A- 12 KITCHEN ENLARGEMENT AND INTERIOR ELEVATIONS/ HOT TUB DETAIL cA� C.B. Catch Basin F.G. Finish Grade M.C. Medicine Cabinet SNK. Sink2O�Window Designation C.toc. Center to Center FIN. Finish MECH. Mechanical SPEC. Specification CEM. Cement FLR. Floor MTL. Metal SQ. Square A- 13 BATHROOM ENLARGEMENT AND INTERIOR ELEVATIONS CER. Ceramic FLRG. Flooring MEZZ. Mezzanine S.S. Stainless Steel Revision Delta Q2 Revision Designation CRAM. Chamfer FLUOR. Fluorescent MFR. Manufacture SCRN. Screen A- 14 HARDIEPLANK LAP SIDING DETAILS MASTER BATH ENLARGED PLAN AND ELEVATIONS rr CHAN. Channel FRPF. Fireproof MIN. Minimum ST. Street Finish Indication L9 Finish Number C.L. Chain Link F.L. Flow Line misc. Miscellaneous STD. Standard A- 15 FLOOR PLAN DIMENSION PLAN CHG. Change FLSHG. Flashing MIR. Mirror STL. Steel C.1. Cast Iron FT. Feet MTD. Mounted SStructural A- 16 RESIDENTIAL CONSTRUCTION AND CAL GREEN MINIMUM REQUIREMENTS/ GENERAL & ENERGY EFFICIENCY ¢ CIR. Circle FT. Foot M.O. Masonry Opening SUSP. Suspend USP. C.J. Construction Joint FTG. Footing M.B. Machine Bolt SYM. Symetrical Earth mv NOTES C.L. Center Line FURN. Furnish MED. Medium SW. Switch CLG. Ceiling F.J. Floor Joist N.G. Natural Grade S.C. Saw Cut CIKG. Caulking F.O.M. Face of Masonry N. North T.O.F. Top of Footing Pavement CLR. Clear F.O.W. Face of Wall No. Number T. Tread ProjectSummary CLO. Closet F.F. Finish Floor NOM, Nominal T.O.C. Top of Concrete Pavement CO. Cleanout F.S. Finish Surface N.T.S. Not to Scale TELE. Telephone kDuoo C° aoa Agg. Base CISV/II L Co. Company F.G. Finish Grade N.I.C. Not in Contract TEMP. Tempered COL. Column GA. Gage or Gauge OBS. Obscure T.O.G. Top of Grate C.O. Concrete Opening GALV. Galvanize O.C. On center T&G Tongue and Groove Concrete COMPO. Composition GENL. General OFF. OfficeTHRU. Through (where applies) C- 1 TOPOGRAPHIC SURVEY ~ CONC. Concrete G.1. Galvanized Iron OPNG. Opening T.O.M. Top of Masonry Concrete r, -' Sand Base CONC.BLK. Concrete Block GLS. Glass OPP. Opposite T.O.S. Top of Sheathing o o CC a o C-2 GRADING PLAN COND. Condition GYP.BD. Gypsum Board ORIG. Original TYP. Typical ° ° LEGAL DESCRIPTION: Z CONN. Connect GOVT. Government O.H. Over Head T.O.B. Top of Beam Agg. Base APN: 458-202-12 CONST. Construction GRD. Grade 0/ Over T.O.L. Top of Ledger (where applies) LOT / TRACT LOT 64, TRACT NO. 6624 CONT. Continuation or GR. Grille P.A. Public Address T.O.STL Top of Steel Continuous GRIND. Ground PART. Partition T.O.W. Top of WaIIw Masonry Units LOT INFORMATION: M CONTR. Contractor GYP. Gypsum PERM. Permanent T&B Top and Bottom Masonry -' ' '' , = " "'' ZONE: PC3 �-�--1 CORR. Corrugated G.L.B. Glu Lam Beam PL Plate U.N.O. Unless Noted CSK. Countersink H.B. Hose Bibb PLAS. Plaster Otherwise SETBACKS: Steel (in section) FRONT SETBACK 25 FEET REQUESTING REDUCTION TO 22'-6" CTR. Center HDW. Hardware PLMBG. Plumbing VERT. Vertical ( ) C.J. CeilingJoint HGT. Height PORT. Portable VEST. Vestibule REAR SETBACK 10 FEET 9 STRUCTURAL C.R. Crushed Rock H.M. Hollow Metal PR. Pair W/ WithPlywood SIDE YARD SETBACK 5 FEET DIM. Dimension HORIZ. Horizontal PREFAB. Prefabricated WC. Watercloset ' DO. Ditto H.P. High Point PRELIM. Preliminary WD. Wood Continuous LIST OF APPLICABLE CODES: ALL WORK SHALL COMPLY WITH CURRENTLY ADOPTED S- 1 FOUNDATION PLAN Z DIA. Diameter HTG. Heating PROJ. Project W.H. Water Heater Interrupted D.F. Drinking Fountain HDWD. Hard Wood PLYWD. Plywood W/o Without Wood 2013 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE S-2 MAIN ROOF FRAMING PLAN Side View 24 C.C.R. (2012 2013 CALIFORNIA FIRE CODE S-3 TYPICAL REBAR HOOKS, BENDS, AND LAPS — 2013 CALIFORNIA ELECTRIC CODE 2013 CALIFORNIA MECHANICAL CODE Property Lines 2013 CALIFORNIA PLUMBING CODE S-4 FOUNDATION DETAILS 2013 CALIFORNIA ENERGY CODE. CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE S-5 FRAMING DETAILS 2013 CAL GREEN OCCUPANT CLASSIFICATION R-3/U S-6 FRAMING DETAILS Vicinity Map OCCUPANCY SEPARATION (GARAGE) 1 HOUR S-7 FRAMING DETAILS FLOOR / CEILINGS N/A S-8 NOTES TYPE OF CONSTRUCTION V-A PROJECT LOCATION FIRE SPRINKLER: NFPA 13D TO BE DETERMINED WITH CITY FORD RD HEIGHT: 1 STORY + LOFT MECHANICAL w DESCRIPTION OF WORK: THIS PROJECT IS A REMODEL OF AN EXISTING HOUSE W O THAT HAS NEVER BEEN REMODELED. THE REMODEL WILL INCLUDING RELOCATING AND ENLARGING THE M-0.1 GENERAL NOTES, LEGEND, AND SCHEDULES PORT SHEFFIELp GARAGE, VARIOUS ADDITIONS, AND A LOFT SPACE IN O Q N PL ORDER TO CONVERT THE HOUSE FROM FOUR BEDROOM M-0.2 MECHANICAL T-24 CALCULATIONS IL a PORT CARDIFF PL 2 BATHS TO 4 BEDROOM 4 % BATHS. THE HOUSE O Z PORT AWILL BE COMPLETELY MODERNIZED AS A RESULT. M-0.3 MECHANICAL T-24 CALCULATIONS J BBEY P ` -/ Q L EXISTING / NEW AREA SUMMARY W W PORT BRISTOL P M-0.4 MECHANICAL DETAILS AND GREEN BUILDING NOTES p U PORT MARGATE PL EXISTING: (4 BEDROOM - 2 BATH) Q EXISTING RESIDENCE 2,527 S.F. M-3.1 RENOVATION FLOOR PLAN w PORT WEYBRI GE PL EXISTING GARAGE (2 CAR) 451 S.F. 2 (D =PORT CHAR=LESPL TOTAL 2,978 S.F. M-3.2 RENOVATION ROOF PLAN W U _ g PROPOSED:(4 BEDROOM - 4 �h BATH) U PORT WESTBOURNE PL PORT PR VENCE PL EXISTING RESIDENCE 2,527 S.F Q J ~� < W 692 S.F. TI SITE y LOFT 332 S.F. Q 120 \ PORT BARMOUTH PL PORT RAMSGATE PL GARAGE (3 CAR GARAGE) 680 S.F. TOTAL 4,231 S.F. SITE AREA PORT CHELSEA PL z O EXISTING: PLUMBING WO EXISTING BUILDING FOOTPRINT 2,978 S.F. 0- EXISTING LANDSCAPE/HARDSCAPE 4.480 S.F. '— ` c- TOTAL 7,458 S.F. P-0. 1 PLUMBING GENERAL NOTES, LEGEND, AND SCHEDULES U) ' T i O (0.17 ACRES) M NEW W O W Z BUILDING FOOTPRINT 3,899 S.F. P- 1 . 1 PLUMBING SCHEDULES AND DETAILS NORTH NEW LANDSCAPE / HARDSCAPE 3.559 S.F. z TOTAL 7,458 S.F. P-2. 1 PLUMBING DEMOLITION FLOOR PLAN _ HOA ALLOWABLE AREA = 0.67 x 7,458 S.F. = 4,997 P-3.0 PLUMBING WASTE AND VENT FLOOR PLAN 3,899 S.F.S4,997 S.F. THEREFORE OK. P-3. 1 PLUMBING GAS, HOT AND COLD WATER FLOOR PLAN U) CITY LOT COVERAGE CALCULATION(60%MAX) BUILDING FOOTPRINT 3,899 S.F. P-3.2 PLUMBING ROOF PLAN LOT AREA 7,458 S.F. TITLE SHEET 3,899 _ 7,458 S.F. = 52% 52% < 607' THEREFORE OK. P-4.0 PLUMBING RISER DIAGRAM - SPECIAL INSPECTIONS: 1. LANDSCAPE FIRE PIT, MASONRY OR CONCRETE WALLS / FENCES, RETAINING WALLS OVER 4 FEET Project No: 3209 HIGH FROM BOTTOM OF THE FOUNDATION TO THE TOP OF WALL B.D. Submittal: 0201 /16 2.HOT TUBS, PATIO COVERS, TRELLIS AND OTHER ELECTRICAL Revision 1 a FREE STANDING STRUCTURES UNDER SEPARATE PERMIT Revision 2 3.SUBMIT SOUND ATTENTUATION DESIGN FOR HVAC Revision 3 EQUIPMENT PER ARI STD. 275. SOUND LEVEL E-0. 1 GENERAL NOTES, LEGEND, AND SCHEDULES Revision 4 NOT TO EXCEED 50 DBA (55 DBA WITH TIMER, RBVISIon 5 AND 65 DBA WITH TIMER AND NEIGHBORS E-0.2 SYMBOL LIST, SINGLE LINE DIAGRAM, AND PANEL SCHEDULE CONSENT) LOCATION OF MEASUREMENT TO BE Revision 6 ADJACENT PROPERTY PATIO OR OPENING. E-2. 1 ELECTRICAL DEMOLITION PLAN Revision Q 4.A CAL OSHA PERMIT IS REQUIRED FOR w EXCAVATIONS DEEPER THAN 5 FEET AND FOR Revision A SHORING AND UNDERPINNING. CONTRACTOR To E-3.2 RENOVATION LIGHTING PLAN Revision 0 PROVIDE A COPY OF OSHA PERMIT NOTE: DEFERRED SUBMITTALS SHALL BE REVIEWED BY Sheet ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL To LOCAL AGENCY FOR REVIEW. Z DIG ALERT: 1.800.227.2600 SOUTHERN CALIFORNIA EDISON SOUTHERN 1.714.895.0246 " A SEPARATE SPRINKLER PERMIT MAY BE REQUIRED FOR THIS BUILDING LU CALIFORNIA GAS 1.800.427.2000 OR MODIFICATION TO THIS EXISTING BUILDING . PLANS SHALL BE CITY WATER AND SEWER 1.949.644.3011 A� O PACIFIC BELL 1.800.750.2355 SUBMITTED TO THE FIRE DEPT. FOR APPROVAL" 1-4 PA2016-052 w E NTE R-ARC INCORPORATED 2901 W. MacArthur Blvd. Suite Number 101 U Santa Ana , CA 92704 tel. 71 4 . 4 2 7 . 0 3 7 0 w fax. 714 . 427 . 0375 KEY NOTES v ❑j REMOVE EXISTING DRIVEWAY ❑2 REMOVE EXISTING CONCRETE PATIO AND WALKWAYS ❑3 REMOVE EXISTING LAWN AND IRRIGATION ® REMOVE EXISTING PLANTER AND IRRIGATION ❑5 REMOVE EXISTING TREES © REMOVE EXISTING FENCES AND GATES ❑7 REMOVE EXISTING TRELLIS \ ® REMOVE EXISTING FIREPLACE ❑9 REMOVE EXISTING BUILT IN CABINETS 10 REMOVE EXISTING TUB E0 11 REMOVE EXISTING TOILET N 08 36 17 E 5 5 5 12 REMOVE EXISTING SINK AND CABINET 13 REMOVE EXISTING SCREEN WALL Y 111.00, 20 20 20 `9p. 14 REMOVE EXISTING BAY WINDOW z o }mREMOVE EXISTING WINDOWS �� 32 n wo LiJ 15 2 l 15 16 REMOVE EXISTING DOORS AND FRAMES cr) b aw 17 REMOVE EXISTING GARAGE DOOR O 3$ r------------ - 16 r- 18 REMOVE EXISTING FRONT PORCH 222 II I I I I 19 REMOVE EXISTING WINDOW LEDGES n Sj�s 01•• / \ LJ i 20 EXISTING UTILITY BOXES TO REMAIN 1--�--1 n- - - - - 21 REMOVE EXISTING SIDEWALK C _. - - � - - D 22 REMOVE EXISTING COLUMN z EXISTING 4 J" WATER METER TO REMAIN (E) 2 CAR GARAGE I (E) BEDROOM 4 (E) BEDROOM 2 j11I (E) MASTER BEDROOM 24 REMOVE EXISTING FAU 7 II II 7 II ❑ I I II ^1 25 REMOVE EXISTING WATER HEATER j I 26 I I 26 REMOVE EXISTING FLOORING TO BARE v CONCRETE SLAB 17 I I I 14 27 REMOVE EXISTING CLOSET DOORS AND Q --__ nI I I 4 SHELVES � IT, �`, I I I I I I I I I I I 11 J6 REMOVE EXISTING RAISED ENTRY SLAB IN 2 48 PREPARATION FOR REMODEL 22 ----J L 1XII 29 REMOVE EXISTING CONCRETE SLAB FOR 2 PREPARATION FOR NEW GARAGE TO 4" 71 DEPTH BELOW BOTTOM OF EXISTING WP 16 E HALL 16 27 27 CONCRETE � I I I I I I 30 REMOVE EXISTING COLUMN --------- I I I I 11 10'-0" __ _ EXISTING ELECTRICAL PANEL LOCATION 4 _---------� 16 J -- + _ _ __� 16 -- - -- - REAR RD SET BACK 31 FIELD VERIFY 25 I \ IIII g 1 12 CL 11 II 11 \ III CL ( ) W O It -rt fi - rt I \ III 1 � IL JI \\ III L J 32 EXISTING GAS METER LOCATION w \ II W 0 L- ---- -J —� ifl L J 1 1 1 1 1 __ 33 CONCRETE PAD AROUND LIGHT POLE TO LU O / I L-- __ -n I I L----_ ____ 4 I� _ _ _ I__ _ �I1 WH I 1 rt I I 12 (E MASTER BATH REMAIN U O EXISTING CITY LIGHT POLE TO REMAIN O Q O \ c (E BEDROOM 3 \ I I L _ -- _ _ rt 10 13 11 11 6'-0" W J CV 16 \ I I O I I I I I UTILITY EASEMENT 0- 1 O 16 _ \ E BATH 1 1 1 o J Q z —� � L----- —L— W W 15 �r� -- --- - - - - - - \ \ 1 1 1 r----1-------- --I---- U E-41 1 27 1 1 o 12 11 1 II II 0 ~ w \ \ 22358 IL I 1 I I - -- - - -- -- - Q -- -------------- J LLsr L--- ----1 ----I --- - (� - 15 C/) T- 10 10 9 9 o W \ O 18 2 3 L ' �,Nk,61�2�0 � E ENTRY W \ 16 \ � J D ,0 Q m ���LLL SPG 2X3.12 F NOTE THE EXISTING HOUSE IS -- SSFP F u ~ �---- Z O WITHIN THE CITY DETERMINEDLd 1 r 25'-0" SETBACK 1 J W O 0 ( FAMILY ROOM O O W ^ W z (E) DINING 8 ,—, � Z 62 30 2 ��• 5� � I I LIVING ROOM � � � `� (E 16 IL \\ V // / EXISTING SITE PLAN / LOT 64 \ \ 1 J -- L 16 L1—=_ (E) KITCHEN u FL00 DEMOLITION PLAN WING - / O \\ �� O• 5 5 1 � I E4 Qf (E OFFICE 9 16 Project No: 3209 \V 1 iI 6 vv 26 � �`v � ff 15 ® B.D. Submittal: 02/01 /16 I Revision 1 a V o o \ 1r Revision 2 \\ 1 — \ 1 L —��'_ _ _ ______�__ L E G E N D ReVISIOn 3 23 \ Li 7- 7 (E) EL C PANEL L _ _ _ _ _� -L Revision 4 TO BE REMOVED -- EXISTING WALL TO BE R@VISIOn 5 1 g o Y REMOVED Revision 6 Revision ZL 15 2 31 0 } Q 6 EXISTING WALL TO REMAIN w �� I m Revision 4 6 Lo Ld Ld 97.27' V ° Revision 0 33 N 08 36'17" E ® Sheet 34 NORTH w E X I S T I N G S I T E P L A N / F L O O R P L A N S H O W I N G D E M 0 L I T 1 0 N SCALE: 1/4" = 1 '-0" 1 PA2016-052 ONE HOUR WALL / CEILING ASSEMBLIES—GARAGE KEY NOTES CEILING: 3 NEW 8 X 8 X 16 CONCRETE BLOCK FULLY ONE HOUR CEILING ASSEMBLY: UL DES GROUTED WITH HORIZONTAL AND VERTICAL _501; 1" NOMINAL WOOD FLOOR w #4 REBAR 2 16" ON CENTER COMPRISED OF EXISTING X" PLYWOOD & NEW /" PLYWOOD, 2 X 12 CEILING 00 STONE VENEER OR VENEER AS SELECTED JOISTS AT 16" ON CENTER, AND 5/8" II ` BY OWNER IMPERIAL BRAND FIRECODE CORE GYPSUM N 4 �3 WOOD FENCE BASE CEILING IE NTE R-ARC ® PRECAST CONCRETE COUNTER OR N 22 �5 BULL OUTLAW GRILL 36" X 24" DEEP ONE HOUR CEILING ASSEMBLY: FM FC172; I NCO RPORATE D 4'-0" 3'-0" 7'-g" 3/4" TOOLED EDGE EXISTING %' PLYWOOD © STAINLESS STEEL ACCESS HATCH DOORS INTERLOCKING UNIT PAVE ON 2 X 12 CEILING JOISTS AT 16" ON AND FRAME CENTER, AND BASE LAYER: 5/8" TOUGH SAND BASE ROCK FIREGUARD GYPSUM BOARD 2901 W. MacArthur Blvd. 2 14,8„ 2 AGGREGATE BASE APPLIWOODEDAT JOI TS RIGHT ANGLES CENTER WITH PLAN V I E W B 5" THICK SCORED, INTE( DRYWALL SCREWS 24" ON CENTER. AND Suite Number 1 0 1 COLOR CONCRETE (SCOE FACE LAYER: 5/8" TOUGHROCK FIREGUARD „ U .,. .. . .' .; .. . 3 -0 O.C. EACH WAY) GYPSUM BOARD APPLIED AT RIGHT ° ° H`r �• ° ANGLES TO JOISTS THROUGH BASE LAYER Santa Ana , CA 92704 2'-10" o #4#4 REBARS AT 16" O.C. WITH 1 7/8" TYPE S SCREWS 12" ON " 2 I a CENTER ASNINTERMEDIATE 2'-8JOISTS. FACE LAYER JOINTS OFFSET 24" tel. 7 1 4 . 4 2 7 . 0 3 7 0 w 5 a FROM BASE LAYER JOINTS, 1 1h" TYPE G 4 4 5 4 (2) #4 REBARS CONTINE DRYWALL SCREWS PLACED 2" BACK ON fax. 7 1 4 . 4 2 7 . 0 3 7 5 CONCRETE BAND EITHER SIDE OF FACE LAYER END JOINTS N N 12" 12" NOTE: PROVIDE BORDE 12" ON CENTER /h" PLYWOOD WITH F 1 i 2 1 2 2 PAVERS IMMEDIATELY AG. EXTERANGLESOR GLUE TO TOPAOFLIED AT JOISTS WITH8D CONCRETE EDGE CONDIT NAILS. I00 CUT PAVERS AS RE N N 6 N 6 MEET PAT-FERN THE ERN ON THE WALLS: ROW IN. �B PER IBC TABLE 720.1; 15-1.3 FORA ONE HOUR EXTERIOR WALL: 2 X 4 WOOD STUDS 16" ON CENTER WITH 7/8" o.C19698 x CEMENT PLASTER ON METAL LATH AND Nj Ren.1031-17 INTERIOR AND INTERIOR SURFACE 9p Q TREATMENT OF 5/8" TYPE "X" GYPSUM BOARD APPLIED VERTICALLY OR HORIZONTALLY NAILED WITH 6D COOLER v OR WALLBOARD NAILS AT 7" ON CENTER WITH END JOINTS ON NAILING MEMBERS. STAGGER JOINTS EACH SIDE. S E C T 1 0 N D S E C T 10 N C E L E V A T 10 N A WALL: HOUR INTERIOR WALL:© PER IBC TABLE 14.1.3 FOR A ONE 2 X 4 WOOD STUDS AT 24" ON CENTER WITH 5/8" TYPE "X" GYPSUM WALLBOARD APPLIED VERTICALLY OR HORIZONTALLY NAILED WITH 6D COOLER OR WALLBOARD NAILS AT 7" CENTER WITHJOINTS B A R B E Q U E D E T A I L SCALE: 1/2" = 1 '-0" 3 P A V E R S D E T A I L SCALE: 1 1'-0" Z NAILINGOMEMBERS. STAGGERDJOINTS EACH SIDE. UL DESIGN NO U305. KEY NOTES ❑1 EVERBILT HEAVY DUTY SHELF AND ROD 1 SUPPORT ® 3'-0" ON CENTER. '/4" X 1� 1 ° 10 12" WIDE SHELF. 1 1/a" ROUND Al2 N 08 36'17" E A14 9 POLES TYPE. TOILET PAPER HOLDER Y 111.00' o } m 8 7 O L1 00° ❑3 FURNITURE TO BE PROVIDE BY OWNER W z 25 9 0 o w 18 O ® OUTDOOR FIREPLACE / 42" CAROLINE 8 7 6 . NN 5 4 1 (IN)EL d PANEL 73 2 AS MANUFACTURED BY HEARTH AND ❑ HOME � w ////// 1 -- - ////// // // ///////// /// i///// //////// /� /// 2 6 OUTDOOR FURNITURE TO BE SELECTED TRASH I ADW- -f -/ o BY OWNER / 0 © NEW PLANTER / . 7 I I 3 4EREBAOR ©ETE 18"SONG ENTERCEACH H # MASTER BATH 15 WAY. PROVIDE INTEGRALLY MIXED z 110 I COLOR AS SELECTED BY OWNER GRAND ROOM r DW HO TUB ® PROVIDE SCORE LINES AS INDICATED - Fr I / 22 16 o ON THE DRAWINGS U egCAr q_ 103 / I / / I 3'-0" WIDE GATE WITH LATCH AND - - - PANTRY / / I I o —= 105 I / 0 CLOSER. / 1 1 % 2 10'- a � � 4 � 3 I I L / � / � / I MASTER BEDROOM � REA Y RD S 10 NEW WALL 3'-0" HIGH / ITRASH — — I — / / / 111 11 NEW CONCRETE STEPPING STONES C L - - \ \ ] I / 13 ❑ (INTEGRALLY COLORED CONCRETE 0 h 24 c I KITCHEN I 3 12 SMOOTH MEXICAN PEBBLES. PROVIDE 104 I 1 GALL j A STRIP DIVIDER EDGE NEW CONCRETE SIDEWALK AND M� 5 I I T V / 13 DRIVEWAY 10 9 I I 14 NEW TURF AREA AND LANDSCAPING r T 1 COFF. I O IRRIGATION I--�--1 w \ MICRO REF. - - NEW 15 2 UP 24 15 UNDER SEPARATE PERMIT IG W O DER / 108 7. 2 I o m I 16 HOT TUB U H 11 A2 p 3 17 HOT TUB EQUIPMENT ILL Q N 10 ® \ \ ENTRY 20 20 i/// // ' ---- -- 11 A-2 Q 14 0 1D 101 OFFICE 19 10CKER ROOM -------- O o 112 / 5 I I 18 SCREEN WALL CONSTRUCTED OUT OF W W Q BONUS ROOM 6X6X16" CONCRETE BLOCK J z 29 1C \ A-g O 32 O / 01 I I 1s NEW BUILT IN CREDENZA V 1 21 I I 22 -------- N Q w (E) FCO A-8 3 O 0 O 109NDRY -------- II TV 1 I I 21 GOOD UILT INH LOCKERS 0 _ ELVES 29 -------- \ 3 3 21 (Al3 I I W 3 N / D W -------- 18 0 22 WASHER AND DRYER PROVIDE BY U WH FAU REF — — \ -------- BEDROOM 2 — — OWNER Q Q \ NOT USED J W i / Q m O 29 \ / / 3 / I j ❑ I 24 CONCRETE PAVERS AS SELECTED BY — 30 11 \ / 3 0 OWNER 1B 12 124 BATH I 25 GAS METER w O 12 A_8 \ 15 NEW STRIP DRAIN AND DRAIN PIPE (D N 3 CAR GARAGE 26 „ \ OUT TO THE FACE OF CURB �T � \ 20 121 ii i 13 i ii ii ii SHO j 2 I (n w O 13 �ePG 1C o 37'-0" / — i 1 — / / 27 GRAVEL W W z 39 13 0• o�� A-9 12 1 26 CLOSETS SHo j 7 0 6 28 DOG DOOR 0 � Z 31 \ 114 1 / /. 6'-0" 2g LV LED PRO GRADE DEO PATH LIGHT. U ITY EASEMEN LT BLK DNT, HOME DEPOT 1001 - / / 25 // 14) 489-912 AS/ 2 HAMPTON BAY MANUFACTURED BY / 1 15 23 \ 3O LOCATION OF NEW MAIL BOX AS 36 �' G L��� \ j A-9 1 9 BEDR� BATH SELECTED BY OWNER NEW SITE PLAN / FLOOR 26 S��O \ / / 17 117 [/// 116 0 31 ARTIFICIAL TURF INSET LOT 64 \ / 3 2 ® ❑ PLAN / PAVER DETAIL/BARBEQUE DETAILS � 7 19 -3 /////// ///////// / / 32 TWO SIDED SEE THROUGH WALL ss \ \ 0 BEDROOM 4 I / AQUARIUM BY OWNER. 00' 19 / 120 j ® 18 33 NEW CONDENSING UNIT SEE / \ iv / I / I 3 MECHANICAL PLANS KEY NOTES s 1A / / SH ER 3 16 Project No: 3209 i 34 NEW HEAT PUMP SEE MECHANICAL 36 PLUG THE EXISTING DRIVEWAY 'G q_g / o PLANS B.D. Submittal: 02/01 /16 APPROACH PER CITY STANDARD / 28 / STD-165-L. 37 31 18 / 8 15 35 EXISTING WATER METER WITH NEW ReVISIOn 1 a TRAFFIC GRADE BOX AND COVER Revision 2 37 INSTALL NEW DRIVEWAY PER CITY ���'' / Revision 3 STANDARD STD-162-L. O / ��o / 5 -- — 9 - -- ( ) Revision 4 E ELEC PANEL � TO BE REMOVED 10 L E G E N D 38 Revision EXISTING WATER METER AND SERVICE BATH VESTIBULE 34 090 119 118 6 EXISTING WALL TO REMAIN Revision 6 SHALL BE OUTSIDE THE PROPOSED o DRIVEWAY APPROACH. �G 7 12 1 B 1 _ ¢ U Revision 35 ns g A-g A13 0I r m 9 " NEW WALL COMPRISED OF Q w 39 INSTALL A NEW SEWER CLEANOUT 0" DOG RUN 33 n 20 w 2X4 STUDS @ 1 6" ON Revision 8 ❑ 38 9 TRASH TRASH g7 27' u, ( CENTER WITH R-1 1 BATT Revision 0 WITHIN THE PUBLIC RIGHT OF WAY PER INSULATION INFITTED BETWEEN CITY STANDARD STD-406-L. • STUDS AND 5/8" GYPSUM � 15 11 7 N 08 36'17" E 27 BOARD BOTH SIDES PAINTED. Sheet k NEW ONE HOUR WALL ® 2 X 4 STUDS PS O.0 z WITH 5/8" 'X' GYPSUM BOARD BOTH SIDES. SEE NOTE ABOVEA� 2 NORTH w N E W S I T E P L A N / F L O O R P L A N SCALE: 1/4" = 1 '—D" 1 PA2016-052 s w E NTE R-ARC INCORPORATED 8 © I I O 8 2901 W. MacArthur Blvd. Suite Number 101 U Santa Ana CA 92704 a tel. 71 4 . 4 2 7 . 0 3 7 0 w fax. 714 . 427 . 0375 2 U Q L 0 F T \ KEY NOTES ❑j 8" X 8" ROUGH HEWN BEAMS BY FAUX WOOD BEAMS (800) 651-4223 CEDAR W z COLOR 2❑ GYPSUM BOARD PAINTED M NEW SMOKE DETECTORS w 7 ® COMBINATION EXHAUST FAN / LIGHT: BROA 8'-0" 8'_0" MODEL 696 100 CFM CEILING EXHAUST. 8 T 8 O O 7 EXHAUST UP THROUGH ROOF g 4 T O 8 5 NOT USED 12 12 12 JIB T T � 14 14 ❑ 0. .0. .Q. 0. 7'_p" 1 1 �1 ❑ SKLAMU: 1000-015-897 RAR CARMEL LIGHTSWIRL. FIXTURE WITH z HANDBLOWN CARMEL SWIRL. HOME DEPOT 81 011 T .(D- & 11 8'-0'9 T 16 %" EXTERIOR WALNUT LIGHT. HOME U 1D + 0 8 8 DEPOT SKU: 000-853-476 -0" E-4 8 - 8 ® 4" ROUND HALO LED TRIM RECESSED LIGH FIXTURE WITH PAR 30 BULB. HOME DEPOT 8 6 8 SKU: 1000-015-417 3 LT 3 g . BRONZE GEOMETRIC VANITY LIGHT. o 4 8 8 8 HOME DEPOT SKU: 000-467-448 ® 10 EXHAUST UP THROUGH ROOF FROM RANGE 8 8 8 8 101-011 EXHAUST HOOD, WATER HEATER AND FAN y y Y ® 11 GARAGE DOOR OPENER SUSPENDED FROM T Q_ Q_ O JJJ��� J� .••III��� STRUCTURE ABOVE SLOPED GYPSUM BOARD CEILING LJ a 8 8 13SKUR1OUND LEDUTILITY w TY LIGHT. HOME DEPOT 12 12 12 i i 8'-0" 7'-0„ 7 14 JUNCTION BOX FOR PENDANTS W O 15 WALL WASHER-71b (� 7 4 12 16 LOCATION OF FUTURE CHANDELIER BY O Q N 7 8 7'-0" LLLJJJEIT OWNER LL 7'-0'9 J O O Z 3 LU W 0U a 7 p H 1C s'-10" 8 O 14 O 14 Q w A-8 8'-p„ 0 2 O+ L 1 D �Q. 8 ® 8'-0" U LU A-9 IJ = IT O7 -0 _I �� a W 713 12 '0�` Q m &_J/-A a i I o I Qw B g O 0 .0 11 7,_p°° 13 w�IJ �/ 1 A-S 13 13 8'-0'° I--�� O IaI—jr, co W ^ O W z LJ �Q 8'-0„ Q ]Q� u v 8 Q ❑8 J REFLECTED CEILING PLAN/ 1C 7 13 13 14 a 14 1A u LOFT / A-9 A_9 IIIJJJ 8'_0„ n n�0 - 3 0 I�J 8'-0" T n s T Project No: 3209 � 1A a B.D. Submittal: 02/01 /16 Revision 1 a 8 8'-099 Revision 2 7 Revision 3 Revision 4 Revision 5 Revision 6 1 B Revision 0 A-9 Revision 8 w Revision 9 ® Sheet Z A� 3 NORTH w R E F L E C T E D C E I L I N G P L A N SCALE: 1/4" = 1'-0" LJ PA2016-052 W KEY NOTES 8 h 14 ❑1 FLOOR CARPET ON PLYWOOD SUB FLOOR ENTER-ARC 2❑ 2 X FLOOR FRAMING, SEE STRUCTURAL I N C O R P O R A T E D - - � C=________� ❑D 2 X 4 TOP PLATE / SILL PLATE 7 — ° L — 0i 5/8" GYPSUM BOARD (PAINTED) 2901 W. MacArthur Blvd. 14 14 L - - - - - - - - - - - -I 7 4 5 1 X 6 T & G (PAINTED) Suite Number 1 0 1 17 10 L — T 1 17 9 v 1 ❑ anta Ana , CA 92704 235.70 �� — _ — — J 235.70 s 2 x 4 's 1 s" O.C.o.c. ❑7 1 X 4 TRIM tel. 71 4 . 4 2 7 . 0 3 7 0 w 2 ® CUSHION PAD PROVIDED BY OWNER 2 ❑s J" PLYWOOD SHEATHING fax. 7 1 4 . 4 2 7 . 0 3 7 5 3 � 10 WOOD STAIR NOSING MODIFIED TO MATCH LO TEK STAIR TREAD NOSING ( NOT BULL 12 11 1 NOSED) 8" WOOD BASE (PAINTED) LO Efl 4 s 12 15 12 1)/2" THICK STAIR TREAD. FINISH AS 4 13 13 SELECTED BY OWNER TO MATCH WOOD x 16 12 C 6 FLOORING. w n 13 13 Y2" THICK WOOD RISE PAINTED o' 3 v 13 14 SQUARE 1yz"X1Yz" STAINLESS STEEL HANDRAIL BY METAL INNOVATION 17711 3 9 1 11 9 11 11 15 230.70 230.70 STRINGER WITH EASED EDGES (PAINTED) rt 16 R-13 BATT INSULATION INFITTED BETWEEN WALL STUDS 1 17 R-19 BATT INSULATION INFITTED BETWEEN 7 TREADS @ 11 " O.0 = 6'-5" FLOOR JOISTS © SECTION @ SEAT © FRONT VIEW OF STAIRAOSECT10N @ STAIR S T A I R L 0 F T SCALE: 3/4" = 1 '-0" 2 z KEY NOTES SCALE: 3/4" = 1 '-0" V--�� ❑j REMOVE EXISTING CONCRETE TILE ROOFING w 7r - -- - - -- - - -� - �� r- FILL IN THE EXISTING LIGHT WELL n , J u ❑3 REMOVE THE EXISTING SKYLIGHTS 1 ® REMOVE THE EXISTING CHIMNEYS 1j REMOVE THE EXISTING ROOF STRUCTURE / OVERHANG AS DEPICTED z L > I � III SIJ I I lig II 1 I I I I I L , 1 ¢ 1 6 I I I I I I I I I II I1 I J F - - -- J L - - - - s -- - - -- - - - -t r� I I I � I I rz II r W w L _ _ I L J I L J I W O ii iI L— — — — - - - -- ii L - -- - - -- - - -J 1 U m I Q O II O 1 3 LL J � II � J W a z - - 3 � -- - - -- - - -- - - -- - - - W U r — I - -- -0 0 - - - 2 I 1 0 1 1 11 O Qw - - -- - - -- - - -- - -L -�— L - - -- - - -J U' — — — —— — — —— — W (n = 10� � U Q 3 _J � W Q � m — � ri z Ir- - - II O LU 0- 0 >W I 11 U W M L--J W ^ O W z Z II 4 11 11 - 11 11 11 j1 3 11 Cl) EXISTING ROOF PLAN/ 5 1 - STAIR DETAIL i LJ LJ ILJI I I I 3 Project No: 3209 1 B.D. Submittal: 02/01 /16 1 Revision 1 a 1 Revision 2 y ---------L _ Revision 3 F-16 Revision4Revision 5Revision 4 Revision 0 Revision ® w Revision A ® Sheet z NORTH A�4 w E X I S T I N G R 0 0 F P L A N SCALE: 1/4" = 1 '-0" 1 �g PA2016-052 6 KEY NOTES _ w ❑1 1Y2" THICK STAIR TREAD. FINISH AS SELECTED BY OWNER TO MATCH WOOD - 15 FLOORING Ti2 LO Yz" THICK WOOD RISER PAINTED ENTER-ARC 1 1 " 1 " ❑3 WOOD STAIR NOSING ( NOT BULL NOSED) INCORPORATED 6 ® (2) MOUNTING SCREWS g o N ❑5 STANDARD STAINLESS STEEL BRACKET 2901 W. MacArthur Blvd. © SQUARE 1Y2"X1Y2" STAINLESS STEEL o r_ 2 2 14 8 12 16 18 HANDRAIL BY METAL INNOVATIONS Suite N umber 1 0 1 ❑7 STAIR STRINGER SEE STRUCTURE FOR v N DIMENSIONS AND DETAILS Santa Ana , CA 92704 5 ' OY Iyr'Pdl>�1 dlyr'Pd114 10'U?it 1�khY�VBh'r 'Y�VdY�WJ Yf khY�V1'arq'1khY�VY1-'W ® FLOOR CARPET M 7 0 4 \ 5/e" THICK GYPSUM BOARD (PAINTED) tel. 7 1 4 . 4 2 7 . 0 3 7 0 w 1'-0iD 1 3 8 11 1p NOT USED 13 ❑ fax. 714 . 427 . 0375 ss 2 1 '-02" 6�° �� 4p9tNh9kNMXUA9 11 FXAT102 BACKING BLOCK FOR HANDRAIL F 12 Y2"O THREADED ROD, SEE STRUCTURE DETAIL 4—S3 FOR MORE DETAILS � 2 — 1 —p„ 13 GYPSUM BOARD PAINTED, AREA AROUND ROD HEAD TO BE PATCHED. 1 7 ' 14 STAIR SIDE, USE THE SAME MODIFIED = 17 �" NOSING TO MATCH TEK STAIR TREAD 1 ' T NOSING (NOT BULK HEAD) 1 '-0" 6 15 STAINLESS STEEL GUARD RAIL, COMPRISED v OF 1"X2" POST AND Ya" SQUARE RODS, 5 BY METAL INNOVATION SEE DETAIL 4—A5 7 4 16 PLYWOOD SUB FLOOR 11 17 R-13 BATT INSULATION INFITTED BETWEEN WALL STUDS 1g R-19 BATT INSULATION INFITTED BETWEEN a TYPICAL STEP DETAIL �Q� STAIR END DETAIL �r� HANDRAIL DETAIL H A N D R A I L & G U A R D R A I L FLOOR JOISTS. DETAIL D E T A I L S SCALE: 11/2" = 1 '—O" 2 KEY NOTES ~ 3 3 2 3 2 3 2 2 1 �j NEW CHIMNEY SEE A11 NEW CLASS A LIGHTWEIGHT CONCRETE �� z SHAKE TILE ROOF SYSTEM AS MANUFACTURED BY BORAL (949) 756-1605. CEDARLITE i COLOR: w IRONWOOD ICC# 1647 IF 2 LAYERS UNDERLAYMENT FONTANA G-40 PAPER. LOCATION OF ROUGHSAWN WOOD BRACKET PAINTED ® SHIPS LADDER z 1D U - A-8 a 22 21 ,6 20 LOOKOU 2 123 - -- �� - -- -- W o w 17 W- -- -- --- ,s ~� U m -- -- 0 Q co / LL J � [DT - - -- -- ----- J Q z 3 18 23 F. 07 0 (� u 1C O Q w A-8 ARTIST LOFT 2 U' - 1D 122 A- - ------ w (n = A-9 U Q -- --- Q m DN. � Z A-5 W O 1B a O a_ 2 cn w M w (7) w Z � z NEW ROOF PLAN/ LOFT J} = 1A PLAN / DETAILS 1C \� A-9 — q-9 - OPEN LF Project No: 3209 1A — EXISTING WALL TO REMAIN B.D. Submittal: 02/01 /16 Lil A-8 NEW WALL COMPRISED OF Revision 1 a 2X4 STUDS ® 16" ON Revision 2 CENTER WITH R-11 BATT Revision 3 INSULATION INFITTED BETWEEN Revision 4 11 STUDS AND 5/8" GYPSUM Revision 5 BOARD BOTH SIDES PAINTED. Revision 6 B NEW ONE HOUR WALL Revision 0 2 2 X 4 STUDS ® 16" O.0 Revision AWITH 5/8" w BOARD BOTHX SIDES. Revision 0 SEE NOTE AT A2 ® Sheet z NORTH A� 5 w N E W R 0 0 F P L A N/ L 0 F T P L A N SCALE: 1/4" = 1 '-0" 1 ?9 PA2016-052 w RIDGE LINE 239.4 ENTER-ARC 239.0 4 15 INCORPORATED � 13 _ 13 17 15 3 15 8 2901 W. MacArthur Blvd. 8 Suite Number 101 21 U 20 20 Santa Ana , CA 92704 6 1 tel. 71 4 . 4 2 7 . 0 3 7 0 w 10 fax. 714 . 427 . 0375 6 - Li Li 223.62 223.12 (0-0") 222.62 6 19 REF FIN FLR ELEV = I F5 F4 23 14 9 U EXISTING EAST ( SIDE ) ELEVATION KEY NOTES ❑j REMOVE EXISTING GARAGE DOOR 2❑ EXISTING CONCRETE BLOCK WALL TO REMAIN �3 EXISTING 6 X 12 RIDGE BEAM ® REMOVE EXISTING BOARD AND BATTEN Q SIDING REMOVE EXISTING BRICK COLUMN © REMOVE EXISTING WINDOW �7 REMOVE EXISTING ENTRY DOORS \ 239.4 ® REMOVE EXISTING CONCRETE SHINGLE ROOF 15 15 �9 REMOVE EXISTING DOOR 13 13 10 REMOVE EXISTING WINDOW LITE 15 11 REMOVE EXISTING BAY WINDOW 15 12 EXISTING FRENCH DOOR AND WINDOW 8 LITES TO REMOVE T z ® 13 REMOVE EXISTING CHIMNEY W 14 REMOVE EXISTING PLASTER SIDING Fl�20 15 REMOVE EXISTING SKYLIGHTS w 16 REMOVE EXISTING VENT 17 FILL IN THE EXISTING LIGHT WELL n 10 10 18 REMOVE EXISTING WOOD ACCENT 1----1 14 22 14 19 REMOVE EXISTING WINDOW LEDGE 2 20 REMOVE EXISTING FASCIA AND GUTTER 21 REMOVE OVERHANGS AS DEPICTED ON THE z 24 ROOF PLAN 22 REMOVE THE EXISTING MASONRY SCREEN 223.12 (0-0") WALL T 1 - REF I-IN FLR ELEV 23 REMOVE EXISTING STORAGE �J 222.62 24 REMOVE EXISTING FENCE AND GATE 11 T a EXISTING NORTH ( REAR ) ELEVATION RIDGE LINE 239.4 13 15 3 239.0 13 15 w W O 16 O ~� UQ � F 15 11 J 8 d J � Q z 20 20 W W � � U O Q w 10 1111 TFE AT2i O W � _ :�E U 11 9 �� Q Q 14 14 5 J W o Q m 223.12 ( T—J !Ft� — 222.62 LU FLR O REF FIN FLR EVEL W a O 12 22 0 0- EXISTING WEST ( SIDE ) ELEVATION U) o � W 0') W z 0� � z U) EXISTING EXTERIOR RIDGE LINE 239.0 239.4 ELEVATIONS - 15 13 Project No: 3209 4 ' B.D. Submittal: 02/01 /16 Revision 1 a 18 Revision 2 20 8 Revision 3 Revision 4 Revision 5 20 3 Revision 6 Revision LLLL MEFF7 Revision A w Revision 0 24 Sheet 2 6 223.12 (0-0") FI FLR ELEV z 1 5 19 7 5 4 222.62 A� 6 EXISTING SOUTH ( FRONT ) ELEVATION w E X I S T I N G E X T E R 1 0 R E L E V A T 1 0 N S SCALE: 1/4" = 1'-0" 1 20 PA2016-052 12 10 2 5 245.39 TOP OF LOOKOUT w 3 3 EIEI 6 11 239.4 E N T E R-A R C TOP OF ROOF 7 4 INCORPORATED 2901 W. MacArthur Blvd. Suite Number 1 01 ;M-E I _EU Santa Ana , CA 92704 tel. 71 4 . 427 . 0370 w 3 - -_ fax. 714 . 427 . 0375 22 19 LJ 19 15� 19 19 n ,$ 23.12 F FIN FLR FLR ELEV = NEW EAST ( SIDE ) ELEVATION U 2 5 245.39 TOP OF LOOKOUT a 3 3 2 13 11 6 239.4 KEY NOTES TOP OF ROOF �1 NEW CHIMNEY SEE SHEET A-11 NEW CLASS A LIGHTWEIGHT CONCRETE SHAKE TILE ROOF SYSTEM AS MANUFACTURED BY BORAL (949) - 7 756-1605. CEDARLITE; COLOR IRONWOOD _ ICC# 1647. PROVIDE 2 LAYERS 8 UNDERLAYMENT; FONTANA G-40 PAPER. 3 9 LOCATION OF ROUGH SAWN WOOD BRACKET, (PAINTED) SEE DETAIL 1 SHEET w A11 4 A-11 9 8 4 � ® EXTERIOR PLASTER SYSTEM COLOR AND FINISH AS SELECTED BY OWNER 9 ❑ NEW WINDOWS SEE WINDOW SCHEDULE 19 6 6 5 SHEET A-10 0I g HARDIE SIDING. SEE DETAILS ON SHEET o A-14 z \ �7 HARDIE SHINGLE 223.12 (0-0") ® 2 X 6 FACIA (PAINTED) REF FI FLR ELEV 1 X 4 TRIM, (PAINTED) U N E W N 0 R T H ( REAR ) E L E V A T I ON ,o NATURAL STONE- HAVANA CREAM 4" LIME STONE HC4LTV BY SEPULVEDA a Moms** BUILDING PRODUCTS. 11 13 2 5 12 50 245.39 11 RIDGE BEAM (PAINTED) TOP OF LOOKOUT 12 CHIMNEY CAP - 244.75 13 ROUND GABLE VENT WITH KEYSTONES. ITOP OF CHIMNEY MODEL GVR024TK 24" DIA. BY ARCHITECTURAL DEPOT (714) 257-9600 & TTT 3 3 I (714) 706-4370 2 1 14 GARAGE DOOR. SEE DOOR SCHEDULE 6 15 8 7 2 15 8 X 8 ROUGH SAWN WOOD OUTRIGGERS r T TOP OF ROOF (PAINTED) i ' i w 16 237 0 4 X 8 ROUGH SAWN WOOD SUPPORT W O TOP OF ROOF WALL( NON-STRUCTURAL) ATTACHED TO Q Q 17 4 X 6 FLAT ROUGH SAWN BRACKETS O N (PAINTED) LL J 18 NEW DOG DOOR J z 8 1g NEW WOOD FENCE PAINTED. PROVIDE W W Q GATE WITH CLOSER AND LATCH WHERE Q U APPLIES. Q NEW LOW WALL AS DIRECTED BY OWNER O Ur _ w A11 21 NEW 200 AMP ELECTRICAL PANEL W _ 5 22 REMOVE EXISTING ELECTRICAL PANEL. v PATCH WALL I I 9 Q Q © f I _j W a � m 223.12 (0-0") Z O - REF FIN FLR ELEV - - - - W a_ O 9 NEW WEST ( SIDE ) ELEVATION 9 9 0- — � CD W 12 10 13 2 5 W ^ 0') LLI z 245.39 �' i� Z TOP OF LOOKOUT 244.75 TOP OF CHI NEY 2 8 6 1 6 3 10 8 3 2 NEW EXTERIOR ELEVATIONS 2.39 4 TOP OF ROOF EXTERIOR MATERIALS/ COLORS: Proje t No: 3209 1. HOUSE EXTERIOR (SIDING/ TRIM): B.D. Submittal: 02/01 /16 15 SIMPLY WHITE BY BENJAMIN MOORE 8 OC-117 Revision 1 a 2 __� If 2. WINDOW EXTERIOR METAL: 2605 Revision 2 FINISH BLACK 023 BY SIERRA PACIFIC Revision 3 A11 3 _ — - 16 WINDOWS Revision 4 _ - - 17 3. FRONT DOOR: BLACK ONYX BY Revision 5 / BENJAMIN MOORE 2133-10 Revision 0 9 - - ® ® 0 ® ® ® ® ❑® ® 0 ® ® 6 9 4. STONE VENEER: NATURAL STONE- Revision 0 HAVANA CREAM 4" LIME STONE HC4LTV RBVISIOn ® w — nnuBY SEPULVEDA BUILDING PRODUCTS. Q Revision 9 019 - - Ll - — Sheet 20 223.12 (0-0") LULL REF FIN FLR ELEV - z 9 9 6 14 9 NEW SOUTH ( FRONT ) ELEVATION A7w N E W E X T E R 1 0 R E L E V A T 1 0 N S SCALE: 1/4" = 1'-0" 1 PA2016-052 244.75 TOP OF CHIMNEY CAP LU 24 27 t0 _ 239.40 E NTE R-ARC 12 12 12 NEW RIDGE INCORPORATED 13 237.00 IN 0 N IN NEW RIDGE 23 27 17 12 2901 W. MacArthur Blvd. Suite Number 101 30 30 17 14 17 Santa Ana CA /C 92704 U 2 17 17 6 17 '--I 2 17 fax. 714 . 427 . 0375 1 Ni_H — - 1— 0 !E 0 - IL L-i G AN ROOM KITCHEN PANTFY— MASTER CLOSET ASTE BAT MASTER BEDROOM 17 nn I L 223.12 (0'-0") _ REF. FIN. FLR. ELEV. 32 32 31 S E C T 10 N D 31 v 245.39 TOP OF ROOF LOOKOUT a 24 14 244.75 TOP OF CHIMNEY CAP 22 _ 17 _ 239.40 KEY NOTES -- NEW RIDGE 237.00 ❑1 8" X 8" ROUGH HEWN BEAMS BY FAUX NEW RIDGE WOOD BEAMS (800) 651-4223 CEDAR 23 COLOR LOOKOUT ELEVATION ❑2 GYPSUM BOARD PAINTED 27 ❑3 NEW SMOKE DETECTORS W z LOFT ® COMBINATION EXHAUST FAN / LIGHT: 22 BROAN MODEL 696 100 CFM CEILING EXHAUST. EXHAUST UP THROUGH ROOF M 230.70 w ❑ LOFT ELEVATION 5 NOT USED 7 © LAMPORAR PENDANT LIGHT FIXTURE WITH HANDBLOWN CARMEL SWIRL. HOME DEPOT g 36SKU: 1000-015-897 18 38 22 _ ENTRY 0 FIC LOC ERS HALL LAUNDRY BONUS ROOM BEDROOM 17 ❑7 HARBOR MED WL EXT LANTERN DNI #0000 317 542 AS MANUFACTURED BY ice\ m e m m —� 16 223.12 (0'-0") HAMPTON BAY z L`J y ® 4" ROUND HALO LED TRIM RECESSED - - / LIGHT FIXTURE WITH PAR 30 BULB. HOME DEPOT SKU: 1000-015-417 U REF. FIN. FLR. ELEV. ❑ 3 LT. BRONZE GEOMETRIC VANITY LIGHT. • :••••.•••• •••: •••:• HOME DEPOT SKU: 000-467-448 32 32 31 10 EXHAUST UP THROUGH ROOF FROM RANGE Q SECTION C EXHAUST HOOD 245.39 11 GARAGE DOOR OPENER SUSPENDED FROM TOP OF ROOF LOOKOUT STRUCTURE ABOVE 14 12 SLOPED GYPSUM BOARD CEILING 13 NEW CHIMNEY SEE SHEET A-11 14 NEW CLASS A LIGHTWEIGHT CONCRETE SHAKE TILE ROOF SYSTEM AS 17 12 27 4 MANUFACTURED BY BORAL (949) 239.40 756-1605. CEDARLITE; COLOR IRONWOOD rT 1 NEW RIDGE ICC# 1647. PROVIDE 2 LAYERS w UNDERLAYMENT; FONTANA G-40 PAPER. 15 LOCATION OF ROUGH SAWN WOOD W O 14 BRACKET, (PAINTED) SEE DETAIL 1 SHEET U A-11 O Q CO 23 _ 235.70 LOOKOUT ELEVATION 16 EXTERIOR PLASTER SYSTEM COLOR AND LL J 0') FINISH AS SELECTED BY OWNER a 20 LOFT 17 NEW WINDOWS SEE WINDOW SCHEDULE J cl�23Q z 1 HOUR CEILING NOTE 37 SHEET A-10 W LJJ U 18 HARDIE SIDING. SEE DETAILS ON SHEET 0 ~ A. ONE HOUR CEILING ASSEMBLY: FM 230.70 A-14Q w FC172; EXISTING 1/2" PLYWOOD ON 20 LOFT ELEVATION 2X6 CEILING JOISTS AT 16" ON CENTER, 19 HARDIE SHINGLE 2 T_AND BASE LAYER: 5/8" TOUGH ROCK 21 11 ® 9 20 2 X 6 FACIA (PAINTED) LLI FIREGUARD GYPSUM BOARD APPLIED AT U RIGHT ANGLES TO 2x6 WOOD JOISTS AT 29 26 21 1 X 4 TRIM, (PAINTED) Q 16" ON CENTER WITH DRYWALL SCREWS BONUS ROOM BEDROOM a13 2❑2 NATURAL STONE VENEER- HAVANA ~� Q 24" ON CENTER. AND FACE LAYER 5/8" GARAGE 28 37 ❑ J W TOUGHROCK FIREGUARD GYPSUM BOARD 16 Q m APPLIED AT RIGHT ANGLES TO 2X6 2 CREAM 4" LIME STONE HC4LTV BY — WOOD JOISTS THROUGH BASE LAYERy SEPULVEDA BUILDING PRODUCTS. WITH 1-7/8" TYPES S SCREWS 12" ON - 23 EXISTING RIDGE BEAM (PAINTED) z CENTER AT JOISTS AND INTERMEDIATE 223.12 (0'-0' ) JOISTS. FACE LAYER JOINTS OFFSET 24" REF. FIN. FLR. ELEV. 24 CHIMNEY CAP w �7 a O FROM BASE LAYER JOINTS, 1 4" TYPE G 31 25 ROUND GABLE VENT WITH KEYSTONES. 0 DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER AND 32 MODEL GVR024TK 24" DIA. BY �T� CD JOINTS 12" ON CENTER. 1" PLYWOOD S E C T 1 O N B &(714) 706L437pOT (714) 257-9600 W W z WITH EXTERIOR GLUE APPLIED AT RIGHT ^ ANGLES TO TOP OF JOISTS WITH 8D 245.39 26 WATER HEATER WITH EARTHQUAKE BRACING Z NAILS. TOP OF ROOF LOOKOUT & VENT THROUGH ROOF 14 27 ROOF FRAMING. SEE STRUCTURAL 28 FORCED AIR UNIT 29 GARAGE DOOR. SEE DOOR SCHEDULE Cl) 17 14 12 30 SHELVES SECTIONS 17 239.40 31 EXISTING 4" THICK CONCRETE SLAB WITH NEW RIDGE # 4 REBARS ® 18" ON CENTER EACH - WAY 32 NEW CONCRETE SLAB WITH # 4 REBARS 23 ® 18" ON CENTER EACH WAY 27 14 Project No: 3209 33 LIGHT FIXTURE PENDANT, SELECTED BY OWNER B.D. Submittal: 02/01 /16 20 34 8x8 ROUGH SAWN OUTRIGGER Revision 1 a 9 Revision 2 35 HARDIE SHINGLE SIDING Revision 3 16 36 NEW PLASTER SOFFIT Revision 4 21 11 37 ONE HOUR RATED WALL BETWEEN GARAGE Revision 5 ® ® AND RESIDENCE Revision 6 37 Revision Q 29 38 FUTURE AQUARIUM DESIGN. BUILD BY GARAGE J BEDROOM BATH BEDROOM OWNER. Revision A w — Revision A Sheet / 223.12 (0'-0") REF. FIN. FLR. ELEV. L _ J 32 SECTION A A� 8 30 3, w S E C T 1 0 N S SCALE: 1/4" = 1 '-0" 22 PA2016-052 244.75 TOP OF CHIMNEY CAP w 24 G; 22 E NTE R-ARC INCORPORATED 1 12 14 27 12 1 237.0 NEW RIDGE 2901 W. MacArthur Blvd. Suite Number 101 23 U Santa Ana , CA 92704 tel. 71 4 . 4 2 7 . 0 3 7 0 w 2 2 fax. 714 . 427 . 0375 GRAND ROOM 223.12 (0'-0") _ REF. FIN. FLR. ELEV. U SECTION D 32 Ir 244.75 TOP OF CHIMNEY CAP a 24 _ 22 �- 239.40 KEY NOTES NEW RIDGE 14 27 1 ❑ 8" X 8" ROUGH HEWN BEAMS BY FAUX WOOD BEAMS (800) 651-4223 CEDAR COLOR ~ ❑ GYPSUM BOARD PAINTED ❑3 NEW SMOKE DETECTORS W z ® COMBINATION EXHAUST FAN / LIGHT: BROAN MODEL 696 100 CFM CEILING EXHAUST. EXHAUST UP THROUGH ROOF M 33 `—�jl �l 1 ❑ NOT USED w © LAMPORAR PENDANT LIGHT FIXTURE WITH HANDBLOWN CARMEL SWIRL. HOME DEPOT g 18 SKU: 1000-015-897 EN RY GRAND ❑7 HARBOR MED WL EXT LANTERN DNI ROOM #0000 317 542 AS MANUFACTURED BY HAMPTON BAY z ® 4" ROUND HALO LED TRIM RECESSED LIGHT FIXTURE WITH PAR 30 BULB. HIP 223.12 (0'-0") HOME DEPOT SKU: 1000-015-417 U REF. FIN. FLR. ELEV. ❑ 3 LT. BRONZE GEOMETRIC VANITY LIGHT. HOME DEPOT SKU: 000-467-448 32 10 EXHAUST UP THROUGH ROOF FROM RANGE Q SECTION C EXHAUST HOOD 245.39 11 GARAGE DOOR OPENER SUSPENDED FROM 14 27 TOP OF ROOF LOOKOUT STRUCTURE ABOVE 12 SLOPED GYPSUM BOARD CEILING 13 NEW CHIMNEY SEE SHEET A-11 14 NEW CLASS A LIGHTWEIGHT CONCRETE 14 SHAKE TILE ROOF SYSTEM AS MANUFACTURED BY BORAL (949) 14 177 EED17 239.40 756-1605. CEDARLITE; COLOR IRONWOOD rT 1 ICC# 1647. PROVIDE 2 LAYERS w LOOKOUT EXISTING RIDGE UNDERLAYMENT; FONTANA G-40 PAPER. 27 - W O 15 LOCATION OF ROUGH SAWN WOOD 1 BRACKET, (PAINTED) SEE DETAIL 1 SHEEP U O 16 F 27 A-1 I0 Q Cfl 235.70 LOOKOUT ELEVATION 16 EXTERIOR PLASTER SYSTEM COLOR AND LL J 0') LOFT FINISH AS SELECTED BY OWNER 0— NEW NEW WINDOWS SEE WINDOW SCHEDULE J W Q z SHEET A-10 W U 18 18 HARDIE SIDING. SEE DETAILS ON SHEET 0 ~ 230.70 A-14 O Q w LOFT ELEVATION 1s HARDIE SHINGLE 2 0 30 U) = 20 2 X 6 FACIA (PAINTED) W 21 1 X 4 TRIM, (PAINTED) Q Q J MASTER CLOSET W CREAM 4" LIME STONE HBY BEDROOM 4 GARAGE LAUNDRY POWDER] 22 NATURAL STONE VENEER- HAVANA Q m \ HALL ❑ 2 SEPULVEDA BUILDING PRODUCTS. 23 EXISTING RIDGE BEAM (PAINTED) z O _ 223.12 (0'-0") W REF. FIN. FLR. ELEV. 24 CHIMNEY CAP a 0 25 ROUND GABLE VENT WITH KEYSTONES. 0_ MODEL GVR024TK 24" DIA. BY �� O 32 SECTION B & (714) 706437p 31 LOT (714) 257-9600 W ^ O W z 26 WATER HEATER WITH EARTHQUAKE BRACING 1� Z 14 20 - 245.39 & VENT THROUGH ROOF TOP OF ROOF LOOKOUT _ 27 ROOF FRAMING. SEE STRUCTURAL 28 FORCED AIR UNIT 29 GARAGE DOOR. SEE DOOR SCHEDULE Cl) EIIJ14 30 SHELVES SECTIONS iz Al 14 17 17 239.40 31 EXISTING 4" THICK CONCRETE SLAB WITH EXISTING RIDGE # 4 REBARS ® 18" ON CENTER EACH - 27 WAY 32 NEW CONCRETE SLAB WITH # 4 REBARS 16 ® 18" ON CENTER EACH WAY 235.70 Project No: 3209 LOOKOUT ELEVATION 33 LIGHT FIXTURE PENDANT, SELECTED BY OWNER B.D. Submittal: 02/01 /16 18 34 8x8 ROUGH SAWN OUTRIGGER Revi$ian 1 a I35 HARDIE SHINGLE SIDING Revision 2Revision 3 1 Revision 4 230.70 # LOFT ELEVATION Revision 5 ® Revision 6 Revision Q 30 2 I Revision 8 L Q B H A-5 w II MA ER BATH Revision 9 Cn Ev TilF ') 0 Sheet 223.12 (0-0") REF FIN FLR ELEV z 12 TREADS ® 11" O.C. = 11'-0" Aiiiiiiiiiiiiiiiiii 9 SECTION A 31 Lu S E C T 1 0 N S SCALE: 1/4" = 1 '-0" 1 2S PA2016-052 D 0 0 R S C H E D U L E SIZE MATERIAL FIRE U-FACTOR SHGC FINISH FRAME REMARKS NO. TYPE WIDTH HEIGHT THICKNESS RATING F WOOD TRIM STAINED O A 6'-8" 7'-0" 1 3/4" WOOD - 0.39 NFCR 0.37 NFCR PAINTED WOOD DUTCH DOOR WITH SIDE LITE DUAL GLAZED TEMPERED GLASS G; O G 7'-0" 7'-0" 1 3/4" WOOD - 0.39 NFCR 0.37 NFCR STAINED WOOD HORIZONTAL SLIDING FOLDING DOORS WITH ACCESS DOOR 28" �2 O3 G 7'-0" 7'-0" 1 3/4" WOOD - 0.39 NFCR 0.37 NFCR STAINED WOOD HORIZONTAL SLIDING FOLDING DOORS WITH ACCESS DOOR ENTER-ARC 7 5 ALLOW FOR INSTALL O A 6'-8" 7'-0" 1 3/4" WOOD - 0.39 NFCR 0.37 NFCR PAINTED WOOD DOOR WITH SIDE LITE DUAL GLAZED TEMPERED GLASS 7 6 78 O5 3'-0" 7'-0" 1 3/4" HOLLOW METAL - 0.39 NFCR 0.37 NFCR I N C O R P O R A T E D INTERI R INTERIOR O6 E 3'-0" 6'-8" 1 3/4" SOLID CORE WOOD - 0.39 NFCR 0.37 NFCR PAINTED WOOD SOLID - BARN DOOR ON TRACE 7� E 3'-0" 6'-8" 1 3/4" SOLID CORE WOOD - 0.39 NFCR 0.37 NFCR PAINTED WOOD SOLID - BARN DOOR ON TRACE� 2901 W. MacArthur Blvd. � o Aff 1 O8 C 3'-0" 6'-8" 1 3/4" SOLID CORE WOOD 20 MIN. 0.39 NFCR 0.37 NFCR PAINTED WOOD FIRE RATED DOOR AND FRAME WITH CLOSER 3 EXTERIOR Z EXTERIOR O9 C 3'-0" 6'-8" 1 3/4" SOLID CORE WOOD - 0.39 NFCR 0.37 NFCR PAINTED WOOD S u i t e N u m b e r 1 0 1 o N 10 C 3'-0" 7'-0" 1 3/4" SOLID CORE WOOD - 0.39 NFCR 0.37 NFCR PAINTED WOOD Santa Ana CA 92704 14' 11 B 2'-6" PAIR 7'-0" 1 3/4" WOOD - 0.39 NFCR 0.37 NFCR PAINTED WOOD z 12 C 3'-0" 7'-0" 1 3/4" SOLID CORE WOOD - 0.39 NFCR 0.37 NFCR PAINTED WOOD tel. 7 1 4 . 4 2 7 . 0 3 7 0 w 13 C 2'-6" 7'-0" 1 3/4" SOLID CORE WOOD - 0.39 NFCR 0.37 NFCR PAINTED WOOD 14 BACKER ROD AND SEALANT C 2'-6" 7'-0" 1 3/4" SOLID CORE WOOD - 0.39 NFCR 0.37 NFCR PAINTED WOOD fax. 7 1 4 . 4 2 7 . 0 3 7 5 15 C 3'-0" 7'-0" 1 3/4" SOLID CORE WOOD - 0.39 NFCR 0.37 NFCR PAINTED WOOD is D 3'-0" 7'-0" 1 3/4" SOLID CORE WOOD - 0.39 NFCR 0.37 NFCR PAINTED WOOD NOTE. WCAL N V I E W 17 C 2'-6" 7'-0" 1 3/4" SOLID CORE WOOD - 0.39 NFCR 0.37 NFCR PAINTED WOOD - ALUMINUM WOOD PAINTED BRONZE FINISH � EXTERIOR, WOOD ON INTERIOR FACE. 3" = 1'-O" 18 C 2'-6" 7'-0" 1 3/4" SOLID CORE WOOD - 0.39 NFCR 0.37 NFCR PAINTED WOOD WOOD SHALL BE STAINED SEPARATELY BY19 F 8'-0" 7'-0" 1 - THE PAINTING CONTRACTOR 0.39 NFCR 0.37 NFCR PAINTED WOOD MESA GARAGE DOOR 20 F 8'-0" 7'-0" 1 - 0.39 NFCR 0.37 NFCR PAINTED WOOD MESA GARAGE DOOR 21 D 3'-0" 7'-0" 1 3/4" SOLID CORE WOOD - 0.39 NFCR 0.37 NFCR PAINTED WOOD 22 C 2'-6" 7'-0" 1 3/4" SOLID CORE WOOD - 0.39 NFCR 0.37 NFCR PAINTED WOOD 23 C 2'-6" 7'-0" 1 3/4" SOLID CORE WOOD - 0.39 NFCR 0.37 NFCR PAINTED WOOD 4X12 HEADER 24 C 2'-6" 7'-0" 1 3/4" SOLID CORE WOOD - 0.39 NFCR 0.37 NFCR PAINTED WOOD 25 C 2'-6" 7'-0" 1 3/4" SOLID CORE WOOD - 0.39 NFCR 0.37 NFCR PAINTED WOOD 8" LUTRON ROLLER SHADES 26 C 2'-6" 7'-0" 1 3/4" SOLID CORE WOOD - 0.39 NFCR 0.37 NFCR PAINTED WOOD a PRIMARY FIXATION 16 SECONDARY FIXATION 1 . DOORS TYPE A, B, E, H & 1, SHALL HAVE SAFETY GLAZING PER 2013 CBC 2406.3 2. DOORS IN BEDROOMS SHALL MEET THE REQUIREMENTS FOR EMERGENCY EGRESS AND RESCUE, ACCORDING TO CRC SECTION 310; 20" MINIMUM WIDTH. ALLOW FOR INSTALL AND 1/8" �1aO UPWARD CROWN IN DOOR HEAD D O O R T Y P E S \ I SECTION I O ° H O O I� O O 7'-0 SWING DIRECTION----RkOVIDE A SECONDARY DOOR SWEEP W z 2'-4" 2'-4" 2'-4" lo TOP RAIL 35/8" w I DOOR SWEEP I I oil ^ ANODIZED FINISH ON OUTSIDE ° O PROVIDE WEEP HOLE DRAINAGE AS V� I FACE, WOOD ON INSIDE FACE �IN ° REQUIRED Q ° L6 RECESSED AREA 1 � © z I I FINISHED FLOOR 11 El El 1,71 �� FOLDING A TINA DOOR a ° ° d d ° 551, ° m I °d ° d DAILY DOOR, SWINGS IN ° d a° ° d d ° Q d ` --n8 ° d d.° I PEMCO SILL DOORS WEEPS d ° ' ° ° ° ° \ 411 I I IN FRONT AND REAR ° °d ° ° d � a ° CORE DRILL 1'-0" INTO THE d SLAB TO SET #4 REBAR IN 4. EPDXY �,6 O.C. TYPE A TYPE D TYPE C TYPE D TYPE E TYPE E TYPE G BOTTOM RAIL 35/8" ° d °, ° a ° d a 1A 1B 1C B 3 RIGHT 3R ELEVATION C SECTION A10 A10 A10 UJ SCALE: 1/2" = 1'-0" SCALE: 3" = 1'-0" W CD U (.0 O Q (0 ~ F 0 L D I N G D 0 0 R D E T A I L S SCALE: 1/2" = 1'-0" 1 W _J N W I N D O W T Y P E S W I N D O W S C H E D U L E LU Wa Z 0 �__ U SIZE AREAQ FLOOR STATUS GLASS MATERIAL FIRE FINISH FRAME U-FACTOR SHGC REMARKS 2 w 0 - MARK TYPE WIDTH HEIGHT WINDOW VENT RATING W (n = 1 A 2'-0" 2'-0" 4 SF N 1 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS - PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR FIXED GLASS WINDOW - SAFETY GLASS 2i C) 2O A 2'-0" 2'-0" 4 SF N 1 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS - PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR _I Q W \ 3 B 4'-0" 4'-0" 16 SF y 1 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS - PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR Q m 4 C 3'-0" 4'-0" 12 SF y 1 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS - PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR - 5 C 3'-0" 4'-O" 12 SF y 1 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS - PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR Z 6 C 3'-0" 4'-0" 12 SF y 1 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS - PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR W O 7 C 3'-0" 4'-0" 12 SF y 1 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS - PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR W 0- 8 C 3'-0" 4'-0" 12 SF y 1 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS - PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR p 9 D 2'-0" 4'-0" 8 SF y 1 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS - PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR W C W z 10 B 4'-0" 4'-0" 16 SF y 1 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS - PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR L LU 11 B 4'-0" 4'-0" 16 SF y 1 NEW Y4" CLEAR DUAL GLAZED-TEMPERED GLASS - PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR 12 B 4'-0" 4'-0" 16 SF y 1 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS - PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR - 13 C 4'-0" 4'-0" 16 SF y 1 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR 14 C 4'-0" 4'-0" 16 SF y 1 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR 15 C 4'-0" 4'-0" 16 SF y 1 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS - PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR DOOR / WINDOW SCHEDULE 16 F 4'-6" 2'-0" 9 SF y 2 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS - PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR DOOR DETAILS _ 17 F 4'-6" 2'-0" 9 SF y 2 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS - PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR - _97F 4'-6" 2'-0" 9 SF y 2 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS - PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR LLIE] 19 F 4'-6" 2'-0" 9 SF y 2 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR 20 F 4'-6" 2'-0" 9 SF y 2 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS - PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR Project No: 3209 21 F 4'-6" 2'-0" 9 SF y 2 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS - PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR B.D. Submittal: 02/01 /16 TYPE A TYPE D TYPE C TYPE ® TYPE I�I� 22 F 4'-6" 2'-O" 9 SF y 2 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS - PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR Revision 1 23 F 4'-6" 2'-0" 9 SF y 2 NEW y4" CLEAR DUAL GLAZED-TEMPERED GLASS - PAINTED CLAD WOOD PTD 0.39 NFCR 0.37 NFCR Revision 2 Revision 3 1 . WINDOWS TYPE B, C & D SHALL HAVE SAFETY GLAZING PER 2013 CBC 2406.3 Revision 4 2. WINDOWS IN BEDROOMS SHALL MEET THE REQUIREMENTS FOR EMERGENCY EGRESS AND RESCUE, ACCORDING TO CRC SECTION 310; 20" MINIMUM WIDTH. Revision 5 of Revision 6 LIGHT AND VENTILATION CALCULATION OPENING ALLOWED IN WALLS CALCULATION Revision 0 Revision ® w AREA REQUIREDPROVIDED FOR WALLS CLOSER THAN 5 FOOT FROM THE PROPERTY LINE AS PER CRC TABLE R 302. 1 Revision D SPACE NAME FLOOR SPACE AREA LIGHTING EN ILLANATURAL AION LIGHT VENT RESULT 8i Sheet GRAND ROOM/KITCHEN 1 858 SF 69 SF 34 SF 98 SF 98 SF OK 25% MAX. PROVIDED RESULT MASTER BEDROOM 1 270 SF 22 SF 11 SF 49 SF 49 SF OK ELEVATION AREA ALLOWED AREA OPENING AREA Z MASTER BATHROOM 1 112 SF 9 SF 5 SF 16 SF 8 SF OK WEST ELEVATION 640 SF 160 SF 150 SF OK BEDROOM 2 1 168 SF 14 SF 7 SF 16 SF 8 SF OK EAST ELEVATION 496 SF 124 SF 61 SF OK LU BEDROOM 3 1 168 SF 14 SF 7 SF 16 SF 8 SF OK BEDROOM 4 1 168 SF 14 SF 7 SF 16 SF 8 SF OK LOFT/ LOOKOUT 2 319 SF 25 SF 12 SF 20 SF 35 SF OK 24 PA2016-052 R 0 0 M F I N I S H S C H E D U L E CAST-IN-PLACE 2" WIDE FLOOR BASE WALLS CEILING CROWN a X TREAD WIDTH NON—SLIP RM N0. ROOM NAME MATERIAL MATERIAL NORTH EAST SOUTH WEST MATERIAL HEIGHT MOULDING REMARKS w GRATING W/ CONTRASTING COLOR, TYP. ALL TREADS 101 ENTRY WOOD FLOORING 8" WOOD BASE GYP.BD. PAINTED P-1 GYP.BD, PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 9'-0 AND TOP OF LANDING. a 102 OFFICE WOOD FLOORING 8" WOOD BASE GYP.BD. PAINTED P-1 GYP.BD, PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 SUSPENDED GYP. BD CEILING 8'-0 Of a'4 • .:... . . .. .. : : . 103 GRAND ROOM WOOD FLOORING 8" WOOD BASE GYP.BD. PAINTED P-1 GYP.BD, PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 VARIES 104 KITCHEN WOOD FLOORING 8" WOOD BASE GYP.BD. PAINTED P-1 GYP.BD, PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 1O'-0" ENTER—ARC 105 PANTRY WOOD FLOORING 8" WOOD BASE GYP.BD. PAINTED P-1 GYP.BD, PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 8'-0" I N C O R P O R A T E D CIVIL DWGS. CSTAIR, SEE 106 HALL WOOD FLOORING 8" WOOD BASE GYP.BD. PAINTED P-1 GYP.BD, PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 8'-0" - CIVIL 13 107 LOCKER ROOM WOOD FLOORING 8" WOOD BASE GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 7'—O" 2901 W. MacArthur Blvd. 108 POWDER ROOM WOOD FLOORING 8" WOOD BASE GYP.BD. PAINTED P-1 GYP.BD, PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 7'-0" 109 LAUNDRY ROOM WOOD FLOORING 8" WOOD BASE GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 7'-0" Suite Number 1 0 1 * S T A I R S E C T 10 N / 110 MASTER BATH PORCELAIN TILE 8" WOOD BASE GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 8'-0" U SCALE: 3 4" = 1'-0" W Santa Ana CA 92704 111 MASTER BEDROOM WOOD FLOORING 8" WOOD BASE GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 VARIES KEY NOTES 112 BONUS ROOM WOOD FLOORING 8" WOOD BASE GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 VARIES tel. 7 1 4 . 4 2 7 . 0 3 7 0 w 113 BEDROOM 2 WOOD FLOORING 8" WOOD BASE GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 8'-0" ❑ WORN AND SIDE TRIM MANTEL AS fox. 7 1 4 . 4 2 7 . 0 3 7 5 SELECTED BY THE OWNER 114 CLOSETS CARPET 8" WOOD BASE GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 8'-0" H ❑ SLIM LINE SL-550 FIRE PLACE BOX AS 115 BATH 2 PORCELAIN TILE 8" WOOD BASE GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 8'-0" - MANUFACTURED BY HEAT AND GLO. n DISTRIBUTED BY CAPO FIRESIDE 116 BATH 3 PORCELAIN TILE 8" WOOD BASE GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 8'—O" IJ (949)364-5118 117 BEDROOM 3 WOOD FLOORING 8" WOOD BASE GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 8'-0" - ® C� ,0 ❑3 2X4 WOOD STUD FRAMING ®A6' O,C 118 VESTIBULE TILE 8" WOOD BASE GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 8'-0" 16 4 5/8" TYPE X GYPSUM BOARD PORCELAIN TILE 8" WOOD BASE _ ❑ 119 BATH 4 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 8'—O" NATURAL STONE VENEER — HAVANA 120 BEDROOM 4GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 8'-0" CREAM 4" LIME STONE HC4LTV BY WOOD FLOORING 8" WOOD BASE SEPULVEDA BUILDING PRODUCTS. NOTE 121 GARAGE EPDXY COATING - GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 8'-0" 10 - — 5 _ AT OWNERS OPTION, PROVIDE STONE 122 LOFT GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 VARIES VENEER ON INTERIOR. CARPET 8" WOOD BASE 123 LOOKOUT GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP.BD. PAINTED P-1 GYP. BD PTD 1 VARIES 16 �� — © 12" WIDE X1" THICK PRECAST CONCRETE CARPET 8" WOOD BASE —20 20 HEARTH ❑7 TV MOUNTED TO WALL BY OWNER ® 3/ EXTERIOR PLYWOOD ATTACHED TO STUDS WITH TYVEK MOISTURE BARRIER — — - OVER F I N I S H E S ¢ ❑9 NEW RIDGE BEAM SEE STRUCTURAL 1 22 GA. GALV. SHEET METAL CAP.NEW ROOFING SEE ROOFING PLAN 18 11_11 FLOOR FINISHES WALL & CEILING FINISHES 12 SHEET METAL STORM COLLAR AS TILES: WALL PAINT \ — MANUFACTURED BY EARTH CORE (800) 642-2920 PORCELAIN TILE: 12" x 24" AS SELECTED BY OWNER P-1 : SHERWIN WILLIAMS #6103. LATTE SEMI GLOSS ENAMEL _ 13 CHIMNEY CAP AS MANUFACTURED BY❑ P-2: SW 7103 WHITETAIL FOR WOOD TRIM. SEMI GLOSS & PANEL EARTH CORE (800) 642-2920 WOOD FLOOR AS SELECTED BY OWNER — COLORS AS SELECTED BY THE OWNER E 14 S2 MODEL- (KYNAR FINISH BLACK ) CHIMNEY SHROUD AS MANUFACTURED BY EPDXY COATING AMERICAN CHIMNEY SHROUD (866) RUST—O—LEUM EPDXY SHIELD (INDUSTRIAL GRADE) 524-0922. COLOR: SILVER GRAY SEMI—GLOSS W/ DECORATIVE COLOR CHIPS (800) 481 -4785 W z F1_5] SHEET METAL FLUE 4" ROUND INSIDE 8" OUTSIDE DIAMETER 16 2X6 FASCIA BOARD PAINTED 21 w 17 NOT USED 18 KEYSTONE LEDGER AS SELECTED BY THE 0 E X T E R 10 R ELEVAT10 NOWNER 11g ROOF RAFTERS AT 16" O.0 SEE STRUCTURAL 20 HARDIE SIDING SEE DETAILS ON SHEET A14 z 21 21 OUT DOOR RATED (VENT FREE) FIRE PLACE CAROLINE 44" WIDE X 17" DEEP X 42" HIGH FIREPLACE BOX AS MANUFACTURED BY HEARTH AND HOME E TECHNOLOGIES. EXTERIOR 22 8"x 8" FAUX WOOD BEAM HIP/RIDGE SHAKE HIP/RIDGE SHAKE 3 3 PRESSURE SENSITIVE SEALER PRESSURE SENSITIVE SEALER STRIP OR OTHER APPROVED STRIP OR OTHER APPROVED DRY HIP & RIDGE SYSTEM DRY HIP & RIDGE SYSTEM NEW CLASS A LIGHTWEIGHT NEW CLASS A LIGHTWEIGHT ~ L CONCRETE SHAKE TILE ROOF CONCRETE SHAKE TILE ROOF ICC#1647 AS MANUFACTURED BY ICC#1647 AS MANUFACTURED BY GRAND ROOM BORAL (949)756-1605 BORAL (949)756-1605 4 3 1 2 6 1 3 2 LAYERS FONTANA G-40 PAPER 2 LAYERS FONTANA G-40 PAPER EXTERIOR PLYWOOD SHEATHING " EXTERIOR PLYWOOD SHEATHING EAVE BLEEDER STRIPEAVE BLEEDER STRIP W w © PLAN VIEW METAL EAVE RISER STRIP/CLOSURE <>` METAL EAVE RISER STRIP/CLOSURE W CD W/ WEEP HOLES FOR DRAINAGE W/ WEEP HOLES FOR DRAINAGE U (.0 EAVE DRIP EDGE FLASHING EAVE DRIP EDGE FLASHING O Q ~ 2x6 FASCIA BOARD 2x6 FASCIA BOARD LL J 2x ROOF RAFTER 2x ROOF RAFTER J z 1/4" THICK HARDIE SOFFIT 1/4" THICK HARDIE SOFFIT LL] W Q U 14 1x4 TRIM 1x4 TRIM 0 14 EXTERIOR PLASTER SYSTEM ON O Q 12 METAL LATH. FINISHING AND COLOR SHEDT A SIDING SYSTEM SEE 0 - w 13 a �� AS SELECTED BY OWNER 3/4" EXTERIOR PLYWOOD WITH � U TYVEK BUILDING WRAP OVER Q 5 8 _J LLI 15 QLO m z � o � 10 19 EAVE DETAIL TO PLASTER CONDITION SCALE: 1-1/2" = 1 '-0" 3 EAVE DETAIL TO SIDING CONDITION SCALE: 1 -1/2" = 1'-0" 2 Q � a 5— 0 w o � 2 8 W ^ a, W z 22 10 A11 g Z 9 16 3 22 5 5 OPTIONAL OPTIONAL KEY NOTES ^ 12 1 \ 4 ❑ ❑ ■ ` I g � ADJUSTABLE SHELVES 5 10 J 1 2 DRAWERS ROOM FINISH SCHEDULE NET 7 I 3 4" BACK SPLASH - �I��III yy 4 ❑ ❑ ❑ ❑ 017 ❑ ELEVATIONS/ EAVEARIOUS DETAILS/ 5 5 ® CABINETS - TYPE AS SELECTED BY OWNER CHIMNEY DETAILS _ J 3 • • • 6 6 1 ❑5 HANGAR ROD 11 11 © COAT HOOK Project No: 3209 ❑7 HINGED TOP WITH SHOE LOCKER BENEATH B.D. Submittal: 02/01 /16 EXTERIOR GRAND 0 2 / _ 7 4 ® 4" TOEPLATE Revision 1 a 1 18 L 1z \ / 4 7 10 9❑ SHELVES AND DIVIDERS Revision 2 -- — — -- \ 10 1 p 10 '/•"1 ADJUSTABLE SHELVES Revision 3 eln ❑ Revision 4 11 COUNTER AS SELECTED BY OWNER Revision 5 2Revision 6 6 8 8 8 8 12 BASKETS PROVIDED BY OWNER FOR SPORT 2 21 6 STAFF. VERIFY SIZES (4 BASKETS PER Revision Q7 -- -- — LOCKER TYPE)ILIRevi$i0n 8 w Revision 0 LLLJ A OD LA U N DRY © LOCKERS © LOCKERS AOLO C K E R SIDE Sheet E L E V A T 10 N S E C T 10 N E L E V A T 10 N E L E V A T 10 N Z © IN T E R 10 R E L E V A T 10 N S E C T 10 N w C H I M N E Y D E T A I L SCALE: 3/8" = 1'-0" 4 V A R 1 0 U S C B I N E T E L E V A T 1 0 N S SCALE: 1/2" = 1'-0" PA2016-052 Gi rUi E NTE R-ARC INCORPORATED '11-0111, 12'-0" 1'-O" 1" X 12" WIDE CONCRETE POOL 2901 W. MacArthur Blvd. 2'-0" 7'-0" 1'-0" L.1'-0" 1'-0" COPING Suite Number 101 U TILE AS SELECTED BY OWNER Santa Ana CA 92704 tv O I ° tel. 71 4 . 427 . 0370 w N a� ° fax. 714 . 427 . 0375 o) WATER JETS LOCATED AS REQUIRED (TO BE DESIGN—BUILD) ~ PLASTER FINISH e — CONCRETE WITH #4 REBARS AT 16" ON CENTER EACH WAY. NEW DRAIN DESIGN BUILD = U Q H 0 T T U B S E C T 1 0 N SCALE: 1/2" = 1'-0" 2 KEY NOTES 1 3 1 3 8 1 ❑1 ADJUSTABLE SHELVES 2 x 4 WOOD STUDS ® 16" ON CENTER / WITH 1INSULATION INFITTED BETWEENSTUDS W \y NEW WINDOW, SEE WINDOW SCHEDULE 4 4 9 13 10 W z _ - _ ® GRANITE COUNTER AS SELECTED BY / OWNER c-F E� 18 jZ_1 �5 30" WIDE BARN SINK AS MANUFACTURED w L J BY ROHL � � 6 Tr)) 4 y u Y © DRAWERS �7 TILE BACKSPLASH. MATERIAL AS 1 SELECTED BY OWNER ® 5/8° GYP. BOARD TAPED AND SANDED z � J � (PAINTED) 18' SLIDE OUT AND SIDE ( E ) ELEVATION E FRONT ( S ) ELEVATION D � CUTTING BOARDASSELECHDB - a CUTTING BOARD AS SELECTED BY OWNER _ \ 10 NEW 24" WIDE STAINLESS STEEL FINISH DISHWASHER AS SELECTED BY OWNER 4 4 11 60" WIDE WOLF RANGE COOKTOP 1 17 18 6 9 5 10 6 / STOVE / DOUBLE OVEN AS SELECTED BY OWNER ELEVATION A 12 EXHAUST HOOD AS SELECTED BY 6 OWNER. EXHAUST UP THROUGH ROOF O ,8 13 24" BARN SINK AS MANUFACTURED BY 3 9 3 5 10 2 ROHL 1 14 48" WIDE STAINLESS STEEL FINISH / REFRIGERATOR BY VIKING �T 17 17 Fl- 15 24" WIDE BUILT IN MICROWAVE SHARP J L24" PRO SERIES SIDE ( W ) ELEVATION F REAR ( S ) ELEVATION G -7R-A HI o 'DVV- —t ,6 BUILT IN COFFEE MAKER AS LUCD MANUFACTURED BY BOSCH O F 17 4" TOE SPACE LL J N 1 19 14 1 4 4 18 CABINET FINISH AS SELECTED BY OWNER Q Z 19 BLANK PANEL TO MATCH CABINETS uJ W U 2 � � i i O Q w o W co = 4 0 18 IF _ Q W DW a m LU a O F 71 0 c� OO 13 11 8 _ r T , a 6 15 i i CD / W 0) W z 176 TRASH z 9 ELEVATION C 4 / // // 1 1 KITCHEN ENLARGEMENT & INTERIOR ELEVATIONS A / HOT TUB DETAIL 1 D i G Project No: 3209 u y KITCHEN B.D. Submittal: 02/01 /16 / 15 14 16 Revision 1 a Revision 2 Revision 3 7 C FF 11Revision 4 4 6 1 1 12 7�y 4 MICRO REF L Revision 5 — — Revision 6 ®® ®® 6a0000 ® ®® Revision 0 Revision ® w 6 2 j Revision _------------=------- / Sheet Z 17 ELEVATION A ENLARGED PLAN Aiiiiiiiiiiiiiiiiii 12 w KITCHEN ENLARGEMENT & INTERIOR ELEVATIONS SCALE: 1/2" = 1 '-0" 1 20 PA2016-052 U E NTE R-ARC INCORPORATED 2901 W. MacArthur Blvd. Suite Number 1 01 U Santa Ana , CA 92704 tel. 71 4 . 4 2 7 . 0 3 7 0 w fax. 714 . 427 . 0375 U Q KEY NOTES ❑1 2 x 4 WOOD STUDS © 16" ON CENTER WITH R-19 BATT INSULATION INFITTED BETWEEN STUDS F �2 5/8" GYP. BOARD TAPED AND SANDED (PAINTED) 11 5 �3 8" BASE W z ® NOT USED 55 NEW WINDOW, SEE WINDOW SCHEDULE "J © TOWEL BAR �7 18" x 18" PORCELAIN TILE i 9 17 2 / ® VANITY LIGHT 31-T BRONZE GEOMETRIC 15 VANITY, HOME DEPOT SKU# 000-467-448 14 12 6 z FAUCET 12 10 NOT USED 14 14 O 9 14 11 INTERIOR FIR DOOR F66 BY T.M. COBB (PAINTED) 12 MDF BOARD WAINSCOT (PAINTED) 42" HIGH a \ 16 18 12 x 3/16 " THICK PANELS, PROVIDE STILES & RAIL MOULDING & 2" WIDE BEAD BOARD. ARCHITECTURAL DEPOT MODEL BPW-KIT 3 13 SHOWER HEAD 14 DREAMLINE SLIMLINE 32" x 60" SINGLE ELEVATION H ELEVATION G ELEVATION D ELEVATION C THRESHOLD DRAIN & QWALL03ESHWERWACKWALL KIT, WHITE. HOME DEPOT, MODEL# DL-6146C-01 r T 15 w 24" WIDE BI VIEW JAVA MED CAB MEDICINE CABINET LU O U g g 16 36" LONG CLAXBco VANITY IN CHOCOLATE. O F HOME DEPOT SKU# 1000-411 -256. O Q PROVIDE W/ STONE EFFECTS VANITY TOP LL J 0 IN WINTER MIST W/ WHITE BASIN 2 z / 17 17 25.6" WIDE X 31 .4" CLAXBY WIDE MIRROR w C� W a 17 17 u y IN CHOCOLATE FRAME. MODEL NO. 0 u y 12 6 14 SRWM26-CH 0 12 11 12 15 12 14 18 TOILET: KOHLER SANTA ROSA TOILET IN O Q w WHITE K3810-0 2 0 - 9 O - 9 9 19 TOILET PAPER HOLDER BRONZE FINISH LU U 18 LU \ 16 Q m t8 z O � -- -- w a- 0 19 18 3 a 3 19 3 3 � O ` co ELEVATION F ELEVATION E ELEVATION B ELEVATION A Luh 0') UJ Z � z U) BATHROOM ENLARGEMENT& INTERIOR ELEVATIONS 18 Project No: 3209 F 6 17 � B.D. Submittal: 02/01 /16 7 / 13 1 E 1 g Revision 1 a Revision 2 11 / H 16 %SH ER Revision 3 Revision 4 1 A ® Revision 5 14 7 1 Revision 6 SHOW 14 _ D Revision Q Revision 8 w Revision 9 6 Sheet BATHROOM 1 1 5 ( 1 16 OPPOSITE ) BATHROOM 1 1 9 z AIIIIIIIIIIIIIi 13w BATHROOM ENLARGEMENT & INTERIOR ELEVATIONS SCALE: 1/2" = 1 '-0"T, 27 PA2016-052 5/8" GYPSUM BOARD, TAPED & PAINTED HARDIEPLANK LAP SIDING LJJ —5/8" GYPSUM BOARD, 5/8" GYPSUM BOARD, TAPED & PAINTED TAPED & PAINTED G;F HARDIEWRAP WATER RESISTIVE BARRIER HARDIEPLANK LAP SIDING HARDIEPLANK LAP SIDING EXTERIOR PLYWOOD SHEATHING HARDIEWRAP WATER -HARDIE WRAP WATER RESISTIVE BARRIER RESISTIVE BARRIER E NTE R-ARC -BATT INSULATION BATT INSULATION INCORPORATED STARTER STRIP U 1/4" GAP, DO NOT CAULK MIN. 1-1/4" OVERLAP MIN. 1-1/4" OVERLAP 2901 W. MacArthur Blvd. u. a3b EXTERIOR PLYWOOD EXTERIOR PLYWOOD Suite Nu rnb e r 1 0 1 FLASHING SHEATHING SHEATHING TRIM AROUND OPENING —DOOR HEADER DOOR HEADER Santa Ana , CA 92704 STARTER STRIP STARTER STRIP tel. 7 1 4 4 2 7 . 0 3 7 0 UJ Pre FIXTURE PENETRATION 1/4" GAP, Do NOT CAULK 1/4" GAP, Do NOT CAULK fox. 7 14 . 427 . 0375 Z-FLASHING Z-FLASHING 1x4 HARDIETRIM BOARD ....... ....... 1x4 HARDIETRIM BOARD HARDIETRIM BOARD Al I L--4i[ I WOOD TRIM PAINTED CAULK THE GAP, TYP. DOOR FRAME WINDOW FRAME BLOCKING o BATT INSULATION 5/8" GYPSUM BOARD, 0 TAPED & PAINTED of 3 10 12 3 KEY NOTES 2 x 4 WOOD STUDS @ 16" ON CENTER FIXTURE PENETRATION SCALE: 3" = 1 '-0" SCALE: 3" 1'-0" SCALE: 3" 1'_O" WITH R-19 BATT INSULATION INFITTED 9 WINDOW HEAD 6 DOOR HEAD 3 BETWEEN STUDS 5/8" GYP. BOARD TAPED AND SANDED (PAINTED) 4 X HEADER 16 4 11 TOWEL BAR 12" X 24" PORCELAIN TILE WINDOW FRAME VANITY LIGHT 3LT BRONZE GEOMETRIC 0 7 VANITY HOME DEPOT, SKU# 000-467-448 FLASH WINDOW PER MANUF. UJ RECOMMENDATION. IF TRIM IS FLASHING TAPE PROTRUDING BEYOND WINDOW FAUCET SILL IT MUST BE FLASHED NEW WINDOW, 5/8" GYPSUM BOARD, TAPED SEE WINDOW SCHEDULE WOOD FRAMING & PAINTED EVERBILT HEAVY DUTY SHELF & ROD HARDIEWRAP WATER BATT INSULATION RESISTIVE BARRIER 1x4 HARDIETRIM BOARD 10 INTERIOR FIR DOOR F66 BY T.M. COBB EXTERIOR PLYWOOD (PAINTED) SHEATHING z HARDIEPLANK LAP SIDING F 1717 11 MDF BOARD WAINSCOT (PAINTED) 42" HIGH WOOD TRIM PAINTED x 3/16" THICK PANELS, PROVIDE STILES — BATT INSULATION CAULK THE GAP, TYP. AND RAIL MOULDING AND 2" WIDE BEAD X BOARD. ARCHITECTURAL DEPOT MODEL X X OVERLAP X ELEVATION D ELEVATION C MIN. 1-1/4 X BPW-KIT K < 6 6 HARDIEWRAP WATER 12 SHOWER HEAD RESISTIVE BARRIER 3 16 - ----------------- 13 AMERICAN STANDARD 2764.014M202.011 ......... .... . ............... ......................................... ARCTIC CADET ACRYLIC SOAKING BATH TUB 5/8" GYPSUM BOARD, TAPED & PAINTED 14 — HARDIEPLANK MIN. 1-1/4" OVERLAP PALAZZO BATHROOM CHOCOLATE VANITY WALL FRAMING 48" LONG x 35" HIGH x 23" DEEP. LAP SIDING KITCHEN BATH COLLECTION WITH UNDER 5/8" GYPSUM BOARD, 16 MOUNT CERAMIC SINKS AND MARBLE k HARDIEWRAP WATER COUNTER TOP TAPED & PAINTED HARDIEPLANK LAP SIDING RESISTIVE BARRIER EXTERIOR SHEATHING 15 24" WIDE BI VIEW JAVA MED CAB EXTERIOR PLYWOOD SHEATHING CAULK THE GAP, TYP. 15 MEDICINE CABINET 11 16 25.6" WIDE X 31.4" CLAXBY WIDE MIRROR WOOD FRAMING IN CHOCOLATE FRAME. MODEL No. 1x4 HARDIETRIM BOARD LU C:) SRWM26-CH (-) (0 17 8" BASE DOOR JAMB 0 LL FAUCET FOR TUB FAI\ 19 COMBINATION EXHAUST FAN LL] Lij LIGHT < z ILL 20 NOT USED 0 0 T21 4" ROUND HALO LED TRIM RECESSED 0 < w LIGHT FIXTURE WITH PAR 30 BULB. 2 CD - HOME DEPOT, SKU# 1000-015-417 HORIZONTAL LAP VIEW SCALE: 3" 1 '-0" SCALE: 11 LU TZ 17 13 11 18 14 22 TOTO NEOREST 750H DUAL FLUSH TOILET 8 WINDOW JAMB / SILL 3" 17-0- T5 DOOR JAMB SCALE: 3 1'_O" 2 Of 0 1.0 W/ ACTILIGHT < ELEVATION B ELEVATION A 23 TOILET PAPER HOLDER BRONZE FINISH _J LU Go 15 16 14 13 18 14 16 15 5/8" GYPSUM BOARD, z 0 TAPED & PAINTED LU a_ 0 CAULK THE GAP, TYP. 0- C:) U) 00 00/ NH WOOD FRAMING LU CY) LU 0 z — EXTERIOR PLYWOOD -----------1 SHEATHING 5/8" GYPSUM BOARD, ------ TAPED & PAINTEDX WOOD FRAMING HARDIEPLANK LAP ""' X'A' XA ><X SIDING 19 4BATT INSULATION HARDIEWRAP WATER RESISTIVE BARRIER U) HARDIPLANK LAP SIDING A HARDIEPLANK LAP SIDING DETAILS, MASTER BATH /8 5 " GYPSUM BOARD, 1x4 HARDIETRIM BOARD ENLARGED PLAN & ELEVATIONS D MASTER BATH TAPED & PAINTED �. MIN. 1-1/4" OVERLAP Nr WATER RESISTIVE BARRIER, CAULK THE GAP, TYP. HARDIEWRAP OR EQUIVALENT 4 C BATT INSULATION MOISTURE BARRIER Project No: 3209 �- 5/8" GYPSUM BOARD, -I I TAPED & PAINTED BOTTOM PLATE B.D. Submittal: 02/01 /16 SHEATHING BATT INSULATION Re ision 1 STARTER STRIP Revision 2 \__�l I — HARDIEWRAP WATER Revision 3 MIN. 1"-2" CLEARANCE 5 DEPENDING ON SPECIFIC LEAVE APPROPRIATE RESISTIVE BARRIER Revision HARDIE ZONE GAP & CAULK WOOD FRAMING Revision 5 < < PATH/DRIVEWAY/SLAB 1x4 HARDIETRIM BOARD evision 9 21 00 In . \------------------__� 11 EXTERIOR PLYWOOD Revision SHEATHING LU Revision 8 12 19 4 < WOOD FRAMING HARDIEPLANK LAP SIDING Revision kt— WWME CAULK THE GAP, TYP. Sheet CONCRETE SLAB/MASONRY 777�777/ FOOTING z ENLARGED PLAN . MASTER BATH ENLARGE PLAN & ELEVATIONS SCALE: 1/2" = 1'-0" 10 H A R D S C A P E CLEARANCES SCALE: 3" = 1'-0" 7 OUTSIDE CORNER SCALE: 3" = 1'-0" 14 1 INSIDE CORNER SCALE: 3" PA2016-052 w E NTE R-ARC INCORPORATED 2901 W. MacArthur Blvd. Suite Number 101 U Santa Ana , CA 92704 tel. 71 4 . 4 2 7 . 0 3 7 0 w fax. 714 . 427 . 0375 U 10 10 111 '-0" 12'-91" 12'-043 17'-81" 7'-113" 13'-111" 14'-21" 2 4 8'-9" 2 5'-12" 4 4 01 4 18'-7" KEY NOTES N 08 36' 7" E FF LJ Y 1 1 1.00' O ❑ 90, W z I w m O in o N Lo ❑ El w V� i[N coN I b Frggc�0 U a rnN6'-0" n s� rJ UTILITY EASEMENT C) /\ = NM ° in 4'—91 — I--�--1 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 6'-0" 5'-0" 2 4'-4" LF TT C14*1 a- ® � 0') z r71� -1 J WQ \ I o � � -�N Q SIN ( O w G lJ f ll - c0 co co W (n = ® L6 Q J �� W / 1 FIX X O _6" 3'-62 10'-9 „ -0 7, 2�„ 4 -6 6 -0 3'-52„ LJ Z 0 � co W 0 O CD \00 U) oM \ �I / Z_,I�w 6'-66'-4" 14'-8" 10'-0" 6'-02'-5IL GXI� 00 N FLOOR PLAN DIMENSION O �0 PLAN LOT 6.4 - 0 �� \ 10'-0" REAR YM SET BACK Project No: 3209 B.D. Submittal: 02/01 /16 �n Revision 1 a \ \ Revision 2 Revision 3 O — — -- (E) ELEC PANEL -- -- — Revision 4 TO BE REMOVED —� Revision 6 � •-1N Revision 6 =� QRevision 0 1 } m Revision A w LoWw � o Cf) CPRevision 0 97.27' Sheet N 08 36'17" E ® 1» 1„ 3„ 1„ 1„ 1» 1» 3„ ® z 8'-22 14'-54 19'-114 11 '-42 8'-3" 4'-82 6'-12 6'-12 3'-114 _3" 01 01 01 01 01 01 01 � w 97'-31/4" NORTH 1 5 F L 0 0 R P L A N D I M E N S 1 0 N P L A N SCALE: 1/4" = 1 '-0" 1 �9 PA2016-052 �gwPO,tT aER'PO MECHANICAL: � CITY OF NEWPORT BEACH 15. Paints, stains, and other coatings shall be compliant with VOC and other toxic compound limits set 04 CITY OF NEWPORT BEACH forth in Table 4.504.3. (4.504.2.2) NOTES a,. y 21. Rooms containing bathtubs, showers, spas and similar fixtures shall be provided with an ., �eA COMMUNITY DEVELOPMENT DEPARTMENT COMMUNITY DEVELOPMENT DEPARTMENT exhaust fan with a minimum ca aci of 50 CFM ducted to terminate outside the F � ' VOC CONTENT LIMITS FOR per Liter of Coating, COATINGS w capacity n BUILDING DIVISION Grams of VOC per Liter of Contin 1.ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEW PORT BUILDING DIVISION building. (CRC R303.3, CG 4.506.1, CBC 1203.4.3.2.1, CMC 403.7) v � 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 ( P g' " 100 Civic Center Drive P.O. Box 1768 Newport Beach,CA 92658-8915 Less Water and Less Exempt Compounds) BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL www,newoortbeachca.Coy 1(949)644-3200 22. The clothes dryer vent shall not exceed 14 ft in overall length with maximum two 90 641,50 �" www.newoortbeachca.cov (949)6443200 COATING CATEGORY I VOC LIMIT REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND degree elbows. (CMC 504.3.1) Flat coatings 50 RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY RESIDENTIAL 23. Environmental air duds shall terminate min 3 feet from property line or openings into CAL GREEN-RESIDENTIAL Nonflatcoatings 1 100 OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY building. CMC 504.5 MMINIMUM RE UIREMENTS Nonflat-hi h loss coat 150 ASSOCIATION PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ENTER-ARC CONSTRUCTION MINIMUM REQUIREMENTS g� ( ) Q Specialty Coatings AUTHORIZED BY THIS PERMIT. 24. Mechanical equipment shall be installed per the manufacture's installation Aluminum roof coatings400 Applicable Standards: 2013 California Residential Code (CRC); 2013 California Building instructions.(CIVIC 303.1) Scope Basement specialty coatings 400 2.PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY Code(CBC); 2013 California Plumbing Code (CP3); 2013 California Electrical Code(CEC); 1. 2013 California Green Building Standards Code (CG) is applicable to all new Residential Buildings, Bituminous roof coatings50 AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE INCORPORATED 2013 California Mechanical Code CMC ; 2013 BuildingEner Efficiency Standards 25. Domestic range vents to be smooth metallic interior surface. (CMC 504.2) includingbut not limited to, dwellings, apartment houses, condominiums, hotels, and other s of Bituminous roof rimers 350 PUBLIC WORKS DEPARTMENT ( ) d Energy y 9 P face Bond breakers 350 (BEES); 2013 California Green Building Standards Code (CG); & Chapter 15 of the 26. Supply and return air ducts to be insulated at a min of R-6.Cal energy code table 150-1- dwellings containing sleeping accommodations with or without common toilets or cooking facilities Newport Beach Municipal Code(NBMC) A regulated by the Department of Housing and Community Development (HCD-1). (NBMC 15.11.010, Concrete curing compounds 350 3.DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT CG Section 101.3.1). Concretelmasonry sealers 100 OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL 2901 W. MacArthur Blvd. Drivewa sealers 50 FOR PLAN CHECK OR APPROVAL BY THE CITY GENERAL: PLUMBING: 2. 2013 California Green Building Standards Code (CG) is applicable to additions or alterations of Dry fog coatings 150 1. RESIDENTIAL BUILDING UNDERGOING PERMITTED ALTERATIONS, ADDITIONS 27. Plumbing Fixtures: existing residential buildings where the addition or alteration increases the building's conditioned Faux finishina coatin s 350 4.A LICENSED SURVEYOR SHALL COMPLETE FEMA ELEVATION Suite Number 1 0 1 OR IMPROVEMENTS SHALL REPLACE NON COMPLIANT PLUMBING FIXTURES area, volume, or size The requirements shall apply only to and/or within the specific area of the Fire resistive Coati n s 350 CERTIFICATE AND SUBMIT IT TO BUILDING DEPARTMENT INSPECTOR O a. New Construction & Addition/Alterations that increases condition space area, addition or alteration (301.1.1) Floor coatings 100 DURING FINAL INSPECTION WITH WATER-CONSERVING PLUMBING FIXTURES MEETING THE volume, or size (CG 4.303.1): Form-release compounds 250 Santa Ana , CA 92704 REQUIREMENTS OF 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE, L Comply with CAL Green Mandatory Requirements. EnerrayEfficiency Graphic arts coatinsin paints) 500 5.PAINTS, ADHESIVES, SEALANTS AND CAULKS SHOULD BE SECTION 4.303. PLUMBING FIXTURE REPLACEMENT IS REQUIRED PRIOR TO High temeraturecoatin s 420 COMPLIANT WITH VOC AND OTHER TOXIC COMPOUNDS LIMITS AS ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR FINAL INSPECTION BY THE b. Addition & Alteration: Existing fixtures shall be replaced to meet the following 3. Lighting (NBMC 15.11.010, A4.203.1.1,A4.204.1.1): Industrial maintenance cc ings 250tel. 7 1 4 . 4 2 7 . 0 3 7 0 CHIEF BUILDING OFFICIAL. (CIVIL CODE, SECTION 1101.1 ET SEC., NBMC requirements: Low solids coatin s 120 REFEREED IN CAL GREEN TABLE 4.504.2.1 & 4.504.2.2 w a. All newly installed, permanently installed lighting shall be high efficacy. Permanently installed 15.11.020) i. Shower Heads: 2.0 gpm m 80 psi Magnesite cement coatings 450 lighting shall be installed in kitchens, bathrooms, utility rooms, and private garages at a minimum. 6.CARPET AND CARPET SYSTEMS SHOULD BE COMPLIANT WITH THE ii. Lavatory Faucets: 1.5 gpm @ 60 psi Mastic texture coatings 100 fax. 7 1 4 . 4 2 7 . 0 3 7 5 2. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES i. Exception 1: Permanently installed night lights in compliance with BEES 150.0(k)1E. FOLLOWING AS FOUND IN (CG) (4.504.3) NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE iv. Kitchen Faucets:. Water Closet: 1.288 gallons gpm @ 60 psier flush Metallic pigmented coatings 500 ii. Exception integral exhaust n compliance . Multicolor coatings 250 2: Lighting intl to fans in with BEES 150.0(k)1F � COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED g P 7•MINIMUM 80% OF THE FLOOR RECEIVING RESILIENT FLOORING b. All newly installed, permanently installed lighting in bathrooms shall be controlled by a vacancy Pretreatment wash rimers 420 AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR 28. Clearance for water closet to be a minimum of 24 inches in front, and 15 inches from its sensor. Primers, sealers, and undercoaters 100 SHALL COMPLY WITH WHAT IS STATED ON (CG) 4.504.4 COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY center to any side wall or obstruction. CPC 402.5 Reactive penetrating sealers 350 i. Exception: One high efficacy luminaire with total lamp wattage rated to consume no greater 8-FINAL DRAWINGS WHICH WILL BE APPROVED FOR PERMIT CONSTRUCTION AUTHORIZED BY THIS PERMIT. Recycled s 250 29. The water heater burner to be at least 18 inches above the garage floor, 'rf located in a than 26 watts of power. ISSUANCE, SHALL BE SIGNED BY THE RESPECTIVE DESIGN - 3. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN garage.CPC 507.13 c. Every new room greater than 70 square feet which does not have newly installed, permanently Roof coatings50 ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS installed lighting and has newly installed receptacles shall have at least one switched receptacle Rust preventative coatings 250 PROFESSIONAL DEPARTMENT. 30. Install a 3 inch diameter by 3 ft tall steel pipe embedded in concrete slab for protection of Shellacs installed. water heaters located in garage.CPC 507.13.1 Clear 730 4. A SITE SURVEY BY A LICENSED SURVEYOR SHALL BE REQUIRED PRIOR TO 1 d. All permanently installed outdoor lighting shall be controlled by a manual ON and OFF switch that Opaque 550 31. Water heaters to be strapped at top and bottom with 1 /z x 16 gauge strap with 3/8"din, does not override to ON the automatic actions of the Photocontrol, Astronomical time clock, or FOUNDATION CONCRETE POUR. x 3" lag bolt each end.CPC 507.2 Energy management control system in compliance with BEES 150,0(k)9A&150.0(k)9Aiii. Specialty rimes sealers and undercoaters 100 Stains 250 32. ABS and PVC drain waste and vent piping material is limited to 2 stories max. (CPC 4. Bathroom exhaust fans shall be ENERGY STAR compliant and be ducted to terminate outside the Stone consolidants 450 ELECTRICAL SERVICE: 701.1(2) (a), and 903.1.1 ) building. Unless functioning as a component of whole house ventilation system, fans must be Swimming of coatings 340 O 5. Electrical service to be underground for new construction, replacement building, or 33. ABS and PVC roof and deck drain material is limited to 2 stories max. (CPC 1101.3.1) controlled by a humidity control capable of adjustment between a relative humidity rage of less than Traffic marking coatings 100or equal to 50%to maximum 80%. (4.506,1) Tub and tile refinish coatings 420 addition to an existing building exceeds fifty (50) percent of the gross floor area of the 34. Roof and deck drain systems inside the building are required to be installed with Waterproofing membranes 250 existing building. (NBMC 15.32.015) directional DWV drainage fittings. (CPC 1101.3 and&706.0) Material Conservation and Resources Efficiency Wood coatin s 275 6. Edison Company approval is required for meter location prior to installation. Wood reservers 350 35. Cleanouts are required within 2 feet of the connection between the interior roof and deck 5. Annular spaces around pipes, electric cables, conduits or other openings in sole bottom plates at Zinc-rich rimers 340 7. Field inspectors to review and approve underground service requirement prior to drain piping system,and the exterior onsite storm drain system. (CPC 1101.12) exterior walls shall be protected against the passage of rodents by closing such openings with 1. Grows ofVOC per leer of cmting,inducing water and including exempt compounds. concrete placement. cement mortar, concrete masonry or other similar method. (4.406.1) 2. Thespecified limits remain in aged unless revised Imes are listed in subsequent columns in meltable.P 36. All hose bibbs are to have vacuum breakers. 3. Values in this table are derivedfrom those specified by the California Air Resources Board A,chmduml Coatings Suggested Control Maasurs, February t,2008. More inPonnation is available from the Air Resources Board.8. Service equipment and subpanels to have a min 30"wide by 36"deep clear work space. 37. The maximum amount of water closets on a 3 inch horizontal drainage system line is 6 Utilize one of the city's approved franchise hauler to recycle and/or salvage a minimum of 50%of the Q 3.(CPC Table 703.2) nonhazardous construction and demolition waste. (4.408.1, 4.408.3) CamList\RESIDENTIALConstruction MinimumReq 1/2014 I CorrList\RESIDENTIALConstruction Minimum Req 1/2014 4 Con-UsARESIDENTIAL CALGreenMandawryMeasums 1-2014 1 ConList\RESIDENTLAL CALGrawMandatoryMeasures 1-2014 4 CONSTRUCTION: 38. The maximum amount of water closets on a 3 inch vertical drainage system line is Water Efficiency and Conservation 16. Particleboard, medium density fiberboard(MDF)and hardwood plywood used in interior or exterior of ENERGY EFFICIENCY NOTES g y the building shall comply with low formaldehyde emission standards as set forth in Table 4.504.5 4.(CPC Table 703.2) 7. Automatic irrigation systems controllers shall be weather-based or soil moisture-based. (4.304.1) below(4.504.5): 9. Pedestrian protection adjacent to public way to be as follows: 1. VENTILATION SYSTEM CALCULATIONS 39. Provide gas line with a min capacity of 200,000 btu for water heater. Cal energy code 8. Plumbing fixtures and fittings shall comply with the following(4.303.1): CBC TABLE 3306.1 FORMALDEHYDE LIMITS PROTECTION OF PEDESTRIANS 150.0(n) (Maximum formaldehyde Emissions in Parts per Million) CRITERIA: HEIGHT OF40. Provide a condensate drain no more that 2 inches above the base of the water heater FIXTURE TYPE MAXIMUM FLOW RATE PRODUCT LIMIT A.MIN. REQUIRED RATE OF VENTILATION (CFM) = 1 CFM PER CONSTRUCTION cousrRucoN DISTANCE FROM CONSTRUCTION TO LOT LINE TYPE OF PROTECTIONREQUIRED space.Cal energy code 150.0(n) Single Showerheads 2 80 psi Hardwood plywood veneer core 0.05 100 S.F. OF FLOOR AREA + 7.5 CFM PER OCCUPANT: Multiple showerheads Combine flow rate of 2 m 80 i 1,569 S.F. X .01 = 15.69 CFM Less than 5 feet Construction railings Hardwood plywood composite core 0.05 e feet orless 41. Provide a straight vent pipe from the water heater space to the outside termination from Residential lavatory faucets 1.5 ODITI 60 DmSi B.NUMBER OF OCCUPANTS = NUMBER OF BEDROOMS + 1: 3 5 feet or more None MediuParticlm 0.09 e ante space. C e Common and public use lavatory faucets 0.5 m 60 i the water heater pec al energy code 150.0 (n) Medium dens' fiberboard 0.11 BEDROOMS 1 4. M W Less than 5 feet Border end covered walkway Kitchen faucets 1.5 m 60 I V--�--1 Y Thin medium density fiberboard 0.13 42. Insulate all /:'and larger hot water pipe Cal energy code 150.0 (j) (2) 5 feet or more,but not more then oma-fourth the height of construction Border end covered welkwe Meteringfaucets 0.25 allons r c cle maximum 1. Values in this table are derived from those specified b the California Air Resources Board,At Toxics Control Measure for Composite Wood as 1,569 S.F. X .01 + 7.5 X 4 = 45.69 CFM More then 8 feet P Y P 5 feet or more,but between one-fourth and one-half the height of construction Border Water Closets 1.28 a lons/flush tested in accordance with ASTM E 1333-98(2002).For additional information,see Celironis Code of Regulations, Title 17, Sections 93120 5 feet or more,but exceeding one-half the height of construction I None ELECTRICAL: Urinal 0.5 galloniflush through 93120.12 z. Thin medium density fiberboard has a maximum thickness of 6116 inch(8mm). WHOLE BUILDING VENTILATION SHALL BE PROVIDED BY EXHAUST 1. Bush ndASlEAt1ualflush.14forterdashwiliMeneffediveflushretanti.2BgellonsarlesswhentestedperASMEA122.19.233.2forsingle AIR, SUPPLY AIR OR COMBINED EXHAUST AND SUPPLY AIR 43. All receptacle outlets in bathrooms, above kitchen countertop, crawl spaces, garage, flush end ASME A712.79.14 for dual flush toilets. 10. All exterior lath and plaster shall have two layers of Grade D paper over wood base rooftops, outdoor outlets, within 6' of wetbar sink/laundry sink to be protected by ground z. Lowdory faucets shallnot havesAn.mtelassthan 0.8min at20psi. SYSTEM. NATURAL VENTILATION THROUGH DOORS AND WINDOWS 3. Amended by NBMC 15.11.010 to comply with A4.303.1 17. All duct and other related air distribution component openings shall be covered with tape, plastic, IS NOT ACCEPTABLE IN LIEU OF PROVIDING WHOLE-BUILDING 1 sheathing. (CRC R703.6.3, CBC 2510.6) fault circuit interrupter(GFCI). (CEC 210.8) sheet metal or other methods acceptable to the building inspector to reduce the amount of water, dust VENTIALTION. BEES 150(0), EXC. 5 TO 152(A) & ASHRAE STD. 11. Wall covering of showers or tubs with showers shall be of cement plaster, tile, or 44. All receptacle outlets are required to be listed tamper resistant. (CEC 406.12 and 9. Dishwasher and clothes washers shall be qualified ENERGY STAR appliance with maximum water and debris,which may enter the system until final startup of the HVAC equipment. (4.504.1) 62.2 approved equal,to a height of not less than 72 inches above drain inlet. Backing for tile 210.52 use as follows(NBMC 15.11.010): z PP q 9 9 ) 18. Duct systems are sized, designed and equipment is selected using the following methods(4.507.2): 2.KITCHEN EXHAUST SYSTEM: shall be cement board or cement plaster. (CRC R307.2, CBC 1210.2.3) a. Standard Dishwashers: 4.25 gallons per cycle 45. Combination type AFC( circuit breakers are required for all 120 volt single phase 15/20 12. Safety glazing shall be provided at the following hazardous locations: (CRC R308.4, amp branch circuits. Except for bathrooms, kitchens, garages, outdoors, and laundry b. Compact Dishwashers: 3.5 gallons per cycle a. Establish heat loss and heat gain values according to ANSIlACCA 2 Manual J-2004(Residential Load Calculation), ASHRAE handbooks or equivalent design methods. IN KITCHEN PROVIDE AND INSTALL A LOCAL EXHAUST SYSTEM CBC 2406.4) rooms. (CEC 210.12(B)) c. Clothes Washers: Water factor of 6 gallons per cubic feet of drum capacity. b. Size duct systems according to ANSI/ACCA 1 Manual D-2009 (Residential Duct Systems), VENTED TO THE OUTDOORS, SYSTEM SHALL HAVE A MINIMUM - a. Swinging, bi-fold, and sliding doors 46. At a minimum, one dedicated 20 amp circuit is required for a bathroom.(CEC Environmental Quality ASHRAE handbooks or other equivalent design software or methods. EXHAUST RATE OF 100 CFM. BEES 150(0), EXC. 5 TO 152(A) b. When located within 60 inches above the floor of wet surfaces such as tubs, 210.11(C)(3)) & ASHRAE STD. 62.2 10. Moisture content of building materials used in wall and floor framing is checked before enclosure c. Select heating and cooling equipment according to ANSIlACCA 3 Manual S-2004 (Residential showers,saunas, steam rooms, or outdoor swimming pool. 47. A GFCI protected receptacle is required within 3 feet of the edge of each sink in a according to one of the following (4.505.3): Equipment Selection)or other equivalent design software or methods C. Within a 24 inch arc of either vertical edge of doors and Within 60 inches of bathroom. CEC 210.52 d a. Moisture content shall be determined with either a robe- Q ( ( )) p type or contact-type moisture meter. 19. Filters with a higher value than MERV 7 shall be installed on central air or ventilation systems. The 3.LIGHTING PLANS: walking surface Equivalent moisture verification methods may be approved by the enforcing agency and shall 9 y 48. Receptacle outlets are not allowed within or over a bathtub or shower stall. (CEC 406.9 pressure drop across the filter shall not exceed 0.1 inches water column. (NBMC 15.11.030) d. Where glazing area is more than 9 sq. ft. in area, with the bottom edge less than (C)) satisfy requirements found in Section 101.8 of this code. LIGHTING PLANS SHALL COMPLY WITH CITY'S CAL GREEN fes, 18 inches above the floor, top edge more than 36 inches above floor, and within b. Moisture readings shall be taken at a point 2 feet (610 mm)to 4 feet (1219 mm)from the grade Installer and Special Inspector Qualifications RESIDENTIAL MANDATORY REQUIREMENTS FOR PERMANENTLY Fes' 36 inches of a walking surface, measured horizontally.. 49. Subpanels are not allowed to be located in bathrooms or clothes closets. (CEC stamped end of each piece to be verified. INSTALLED LIGHTINGS. (NBMC 15.11.010) e. Glazing where the bottom exposed edge of the glazing is less than 36 inches 240.24(D)and 240.25(E)) c. At least three random moisture readings shall be performed on wall and floor framing with 20. HVAC system installers shall be trained and certified or work under direct supervision of trained and documentation acceptable to the enforcing a provided at the time of approval to enclose the certified installers in the proper installation of HVAC systems. (702. above the plane of the adjacent walking surface of stairways, landings between 50. Circuits sharing a grounded conductor (neutral) with two ungrounded(hot) conductors9 enc 9 y P PP 1) SEE THE ATTACHED CALCULATIONS. flights of stairs and ramps. wall and floor framing. 9 P must use a two pole circuit breaker or an identified handle tie.(CEC 210.4(6)) Group 21. When required by the enforcing agency, HVAC special inspectors must be qualified and able to 4.SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT f. Glazing adjacent to the landing at the bottom of a stairway where the glazing is non-cable circuits in panel (CEC 210.4(D)) demonstrate competence in the discipline they are inspecting. (702.2) less than 36 inches above the landing and within 60 inches horizontally of the 11. Aerosol paints and coatings shall be compliant with product weighted MIR limits for ROC and other 51. The receptacle outlets that serve kitchen counter tops, dining room, breakfast area, and toxic compounds in section 94522(a)(3)and other requirements in Sections 94522(6)(2)and (d)(2) of � bottom tread/ the California Code of Regulations, Title 17, commencing with Section 94522. 4 504.2.3 Documentations HVAC SOUND LEVEL SHALL NOT EXCEED 50 DBA (55 DBA WITH pantry, must have a min of 2 dedicated 20 amp circutts.(CEC 210.52 (B)(1) 9 9 ( ) TIMER; 65 DBA WITH TIMER AND NEIGHBOR'S CONSENT) PER g. Glazing In guards and railings 22. pr operation and maintenance manual, oCD,ccupant web-based reference or other approved media shall be g g 9 52. Kitchen counter tops 12 inches or wider must have a receptacle outlet.(CEC 210.52(C)) 12. Carpet and carpet systems shall be compliant with of the following (4.504.3): provided by the builder to the building occupant or owner at the final inspection. It shall include SECTION 10.26.045 OF THE NBMC. LOCATION OF MEASUREMENT 13. All doors from the house into the pool area shall be equipped with an approved alarm or 53. Kitchen counter tops must have receptacle outlets so no point along the counter walls is a. Carpet and Rug Institute's Green Label Plus Program. operation and maintenance instruction of the equipment and appliances. (4.410.1) TO BE AT ADJACENT PROPERTY PATIO OR OPENING. LOCATE an approved alternate drowning prevention safety feature. (CBC 3109.4.4.2) EQUIPMENT IN EQUIPMENT WELL ON ROOF IF NECESSARY. W more than 24 inches from a receptacle. (CEC 210.52(C)) b. California Department of Public Health Specification 01350. 14. Smoke alarms shall be installed in the following locations (CRC R314.3, CBC 23. Documentation shall , W O provided to verify that finish materials used comply with VOC limits as set 907.2.11.2): 54. Island and peninsular counter tops must have at least one receptacle. c. NSFlANSI 140 at the Gold level. forth in Tables 4.504.1, 4.504.2, &4.504.3. (4.504.2.4) NOTE: THE AC SOUND ATTENUATION SHALL BE A DEFERRED � (CEC 210.52(C)( 1) and (2)) d. Scientific Certifications Systems Indoor Advantage'*'Gold ITEM, AND IS LISTED ON THE COVER SHEET. U c0 a. In each sleeping room. . The spacing for general receptacle outlets must be located so that no point on any wall, 0 24. Documentation shall be provided to verify that composite wood products used comply with 55O b. Outside each separate sleeping area in the immediate vicinity of the bedrooms. F 13. Minimum 80/o of floor area receiving resilient flooring shall comply with one of the following(4.504.4): formaldehyde limits asset forth in Tables 4.5045. (4.504.5.1) 0 Q fixed glass, or cabinets is over 6 feet from a receptacle outlet. (CEC 210.52(A)) CV C. On each additional story, including basements and habitable attics. a. VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High 25. Documentation which shows compliance with CAL Green code including construction documents, LL J 56. Hallways 10 feet or more must have at least one receptacle outlet.(CEC 210.52(H)) Performance Product Database. P 9 O Smoke alarms shall be hardwired with battery back-up and interconnected unless plans, specifications, builder or installer certification, and inspection reports and verification shall be 0- exempted exempted in accordance with CRC R314.4& R314.5 or CBC 907,2.11.3&907.2.11.4. 57 Laundry))rooms must have at least one dedicated 20 amp receptacle circuit. (CEC b. programs. Products compliant with CHIPS criteria certified under the Graeenguard Children & Schools available at the final inspection. (703.1) J 210. � z ograms. LU Q 15. Carbon monoxide alarms shall be installed in the following locations (CRC R315.3, CBC c. Certified under the Resilient Floor Covering Institute(RFCI) Floor-Score program. 26. CAL Green Documentation Compliance Certification form (City form) is required to be submitted to LU420.6): 58. Provide 120V receptacle within 3 feet of water heater. Cal energy code 150.0(n) d. California Department of Public Health Specification 01350. the Building Inspector prior to final building inspection. (Section 703.1) Q � U 0 Q w CarrList\RESIDENTIALConstruction Minimum Req 1/2014 2CorrList\RESIDENTIALConstructionMinimumReq 1/2014 S ConLi51RESIDENTIAL CALGreenMandatoryMeacures 1-2014 2 Coarl-N\RESIDENTIAL CALGreenMandatoryMessures 1-2014 5 2 I� (, W U) 2i U a. Outside of each sleeping area in the immediate vicinity of the bedrooms FOUNDATION: 14. Adhesives, sealants and caulks shall be compliant with volatile organic compound (VOC) limits set J ^ LLI P g ty ( ) forth in Table 4.504.1 or Table 4.504.2. (4.504.2.1) Q m b. On every level of the dwelling unit including basements. 59. Weep screed for stucco at the foundation plate line shall be a minimum of 4 inches ADHESIVE VOC LIMIT Carbon monoxide alarms shall be hardwired with battery back-up and interconnected above the earth or 2 inches above paved areas. (CRC R703.6.2.1, CBC 2512.1.2) Less Water and Less Exempt Compounds in Grams per Liter (- unless exempted in accordance with CRC R315.1.1 & R315.1.2or CBC 420.6.1.2 & 60. Fasteners and connectors(nails, anchor bolts, etc...) in contact with preservative-treated ARCHITECTURAL APPLICATIONS VOC LIMIT z 420.6.1.3. wood shall be of hot-dipped zinc-coated galvanized steel, stainless steel, silicon bronze Indoor carpet adhesives 50 0 or copper. CRC R317.3, CBC 2304.9.5.1 Carpet ad adhesives 50 16. All fenestrations on windows and doors shall have U-factors and Solar Heat Gain PP ( ) LU Outdoor carpet adhesives 150 0- 0 g Coefficient (SHGC) values in accordance with T-24 energy calculations. All 61. Anchor bolts shall include steel plate washers, a minimum of 0.229" x 3" x 3" in size, Wood flooring adhesive 100 C_ fenestrations must have temporary and permanent labels. between sill plate and nut. (CRC R602.11.1, CBC 2308.12.8, Acceptable alternate Rubber floor adhesives 60 - O SDPWS 4.3.6.4.3). Subfloor adhesives 50 U Ceramic tile adhesives 65 co TEMPORARY GENERATOR: VCT and asphalt tile adhesives 50 LU ^ O W z 17. Hand operated construction tools powered by electricity must use power provided by Drywall and panel adhesives 50 z Southern California Edison through a temporary pole or available outlet. In the rare case Cove base adhesives 50Multipurpose construction adhesives 70 where electricity is not readily available and a portable temporary generator is Structural glazing adhesives 100 _ necessary,then the following restrictions must be adhered to: Single-ply roof membrane adhesives 250 a. Must be portable and may be easily relocated. Other adhesives not specifically listed 50 b. Temporary generators are to be located a minimum distance from any property SPECIALTY APPLICATIONS line according to the following table: PVC welding 510 RESIDENTIAL CONSTRUCTION CPVCwelding 490 AND CAL GREEN MINIMUM Required Required Setback ABS welding325 Time in Use Plastic cement welding 250 Hours Setback from from Adjacent Adhesive rimer for plastic 550 REQUIREMENTS Property Line Structures Contact adhesive 80 GENERAL NOTES & ENERGY 0-1 day to feet 5feet Special purpose contact adhesive 250 EFFICIENCY NOTES - > 1 day 20 feet 5 feet Structural wood member adhesive 140 Top and trim adhesive 250 C. If the minimum distance cannot be achieved, then the generator shall be located SUBSTRATE SPECIFIC APPLICATIONS the most extreme distance practical to inhibit noise. Other methods to inhibit Metal to metal 30 noise may be utilized when practical. Plastic foams 50 Project No: 3209 d. May be operational for a maximum of five consecutive calendar days. After five Porous material(except wood 50 consecutive calendar days of use, power shall be provided through the use of a Wood 30 B.D. Submittal: 02/01 /16 temporary power pole. Fiberglass 80 e. Usage is limited to weekdays between the hours from 8:00 AM and 3:30 PM 1. Forlfanadditional is used to regarding m ethobsto me together,the adhesive with the hin this VOC content thaCb Coast Air ed. Revision 1 IL 9 y 2. For addaional infomaetion regartling mathotls to measure the VOC content specified!in This table,see South Caas[Air Quality Management Revision 2 Monday through Friday. No use on the weekends or Federal holidays. District Rule 1168. n SEALANT VOC LIMIT Revision ' FIREPLACE: Less Water and Less ExemptCompounds In Grams per Liter Revision 4 SEALANTS VOC LIMIT Revision 5 18. Gas fireplace appliances shall be a direct-vent sealed-combustion type. (CG 4.503.1) Architectural 250 19. Factory-built fireplaces, chimneys, and all other components shall be listed and labeled Marine deck 760 Revision 6 and shall be installed in accordance with the conditions of the listing. (CRC R1004.1, Nonmembrane roof 300 Revision CBC 2111.13.1) Roadway 250 w Single-ply roof membrane 450 Revision 8 20. Decorative shrouds shall not be installed at the termination of factory-built chimneys Other 420 except where such shrouds are listed and labeled for use with the specific factory-built SEALANT PRIMERS Revision 9 chimney system and are installed in accordance with manufacturer's installation Architectural instructions. (CRC R1005.2. CBC 2113.9) Nonporous 250 Porous 775 Sheet Modified d bituminous 500 Marine deck 760 Other 750 ® z CorrList\RES IDENTIALConstr uction Minimum Req 1/2014 3 CorrList\RESIDENTIALConstruction MinimumReq 1/2014 6 ComLisIRESIDENTIALCALGreenMwdatoryMeasures 1-2014 3 NORTH Aiiiiiiiiiiiiii 1 6w R E S ID E N T IA L CON STRU C T 10 N A N D C A L G R E E N M IN IM U M R E Q U IR E M E N T S 1 .Jo PA2016-052 LEGEND LLOTr 0� ® - BLOCK WALL SCO - SEWER CLEAN OUT 230. •- 9 80)NG NS 1°23'43°W 65.00• , NG o o) NG o 1 53 AC - ASPHALT PAVEMENT SMH - SEWER MANHOLE (222.59)NGTF Ct - CENTERLINE TC - TOP OF CURB 222.77 230.57 TF 230.62 TF 230.58 TF DO - DRAIN OUTLET TF - TOP OF FENCE 222.33 NG (222.91)NG PER (222.96)NG (223.07)NG FF - FINISH FLOOR TBX - TELEPHONE BOX NG% S_ LINE 222.88 TW - TOP OFWALL 228.27)TF � (� ENTER-ARC FFG - GARAGE FINISHED FLOOR WM - WATER METER 223.2 )T 229:92 TF INCORPORATED FL - FINISHE E - EXISTING ELEVATION 22. 2 2 2.7 (223.28)NG FS - FINISHED SURFACE ( ) (227.21)TV/ EG - EDGE OF GUTTER - FOUND MONUMENT (223.46)FOOTING MS - MOW STRIP O - MONUMENT TO BE SET (222 84 G 2901 W. MacArthur Blvd. TBM - TEMPORARY BENCH MARK SET ON NG - NATURAL GROUND WATER METER (WM) Suite Number 1 0 1 ELEVATION = 221.33 FEET F_ L� N U - BRICK SURFACE (221.35 m N Santa Ana CA 92704 PROP tel. 7 1 4 . 4 2 7 . 0 3 7 0 W ea - CONCRETE SURFACE (223.18)FOOTIN 222a INE .81 222.67 fax. 7 1 4 . 4 2 7 . 0 3 7 5 y W y - GRASS SURFACE 222.765 (222,83) N S G CNy n a C' / a N N V) PROPERTY LIN cno N LOT 64 � � N � L� ]Cq4 240.2NG1 87 Q a //RIDGE LO� o� U < O o Q 239.4 W U O ' RIDGE 0 � � j)�J � p I I\V/I I ❑ I I\V/I I ❑ ��(/J �D� 0 p�� � � EXISTING HOUSE TITLE REPORT/EASEMENT NOTES v LJ�JLJ LJ�JLJ LLL���G L� l/L��� LLL��� Z CHIMNEY Q 1930 PORT RAMSGATE PLACE W TOP NEWPORT BEACH, CA 92660 ^ a co �n EXISTING HOUSE APN:458-202-12 O °� N Q o v� RIDG 22322.37 NG .62 239.0) 222.79 Q (2 NO TITLE REPORT PROVIDED F G ❑ 222.26 222.54 LEGAL DESCRIPTION a 223.59 NG NG FS 23.60 REAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, a FF 222.34 STATE OF CALIFORNIA DESCRIBED AS FOLLOWS: a 222.56 NG 0 223. M <t FS LOT 64 OF TRACT NO. 6624, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 254, PAGES 28 TO 32 INCLUSIVE OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 222.06 a .,_ � (222.59 � S w BENCHMARK INFORMATION �v 222.48 a BENCHMARK NO: 3M-29-99 FG a Z� a 222,41 ^ /NG DESCRIBED BY OCS 2002 - FOUND 3 3/4"OCS ALUMINUM BENCHMARK DISK STAMPED 223.90 TW 2N "3M-29-99" SET IN THE TOP NORTHEAST CORNER OF A 5.0 FT. BY 15.0 FT. CONCRETE (222.22)FOOTING 222.38 CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEASTERLY CORNER OF THE FS 4 FS 222.44 1` INTERSECTION OF BONITA CANYON ROAD AND MESA VIEW, 50 FT. SOUTHERLY OF THE (222.52 a FS 223.43 FS CENTERLINE OF BONITA CANYON ROAD AND 80 FT. EASTERLY OF THE CENTERLINE OF aFS a (222.43)NG , z MESA VIEW. MONUMENT IS SET LEVEL WITH THE SIDEWALK . a a a -1/ 1 221.80 Q 222.35) 22 .30 222.25 S ELEVATION: 192.498 FEET (NAVD88), YEAR LEVELED 2004 a F 4 w FS S 2.03 a a S � 21.79 521.76 221.93 In V FS S DRIVEWAY a -IV 221.72 �,V Q 4 4 F •23 221.57 TC �y A3' BASIS OF BEARINGS 223.48 TW In � 221.82 � a (221.09)FL � � (22M� F THE BEARINGS SHOWN HEREON ARE BASED ON TRACT MAP NO. 6624 BOOK 254, 1.71)FOOTING a Fp 221.33 221.19 a D EG PAGES 28 TO 32, OF MISCELLANEOUS MAPS, RECORDS ORANGE COUNTY. (221.74 O IRO PIPE 521.93 S d X221 SCO ;6.0 1.48 TC No TAG 2 68 �� (22 01)FL 220.67 a FS 221.1 NG% a a ,. � o � <K1 •���� LINE DO 0.92 EG N SURVEYOR'S NOTE 221 41 221.04 GUTTER T PROPER N arsJ� EG AC PAVEMENT ,r w 1. THE DISTINCTIVE BOUNDARY SHOWN HEREON WAS PLOTTED PER ON-SITE LINE S6 oory�li a a �� S a (220.94 )FL W C) FIELD OBSERVATIONS, ALL BEARINGS AND DISTANCES ARE MEASURED, UNLESS NOTED OTHERWISE. 09 221.14 220.85 BRASS DISK I U F ?g. 221.0E FS EG WELL MONUMEN A2C22.04 , O Q C9 2. PROPERTY CORNERS SHALL BE MONUMENTED BY A LICENSED LAND 220.98) Q 220.74 ,� PORT RAMSGATE 1 LL J N SURVEYOR BEFORE THE START OF GRADING. a FL N81°2 3°W 666.51' -_ 0- O') 3. SURVEYOR TO SUBMIT A"RECORD OF SURVEY"TO THE COUNTY SURVEYOR. 221.13 TC J z EVIDENCE OF SUBMITTAL TO BE SUBMITTED TO THE BUILDING INSPECTOR AT 223.58 T (220.65)FL 221 56 PLACE BRASS DISK I w W Q OR PRIOR TO PRE-GRADE MEETING. (220.94)FOOTING a 220.74) UJ WELL MONUMNET U a NSCp O 221.21 Q w M 00% O U _ 220.81 FS EG 3S Z W 221.14 TC O? (220.66)FL 221.79 A J �� Q W 221.47 AC\4 m AC PAVEMENT ~ z O � LU _ a_ CO W c W 6) W z � z Q - W PROJECT SURVEYOR TOPOGRAPHIC SURVEY 4 HUNTINGT❑ N BEACH, CALIFORNIA 92646 PHONE:(714)4BB-5006 FAX:(71 4)333-4440 APEXLSINC@GMAIL.0❑ M Project No: 3209 B.D. Submittal: 02/01 /16 Revision 1 a O %4 �y�pNOOM1N c0 sG ReVI$lan 2 o °ppm PAUL D. CRAFT, P.L.S. 8516 DATE Revision v LICENSE RENEWAL DATE 12/31/16 Revision 4 a a No.8516 -T+ Exp.12/31/16 NOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE Revision 5 �aT P�\P STATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY A Revision 6 F OF CAA LICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THE Revision PREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYING RBVISIOn 8 w DOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE Revision 9 CERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. Sheet z 28'-0" NORTH w T O P O G R A P H I C S U R V E Y SCALE: 1/8" = 1'-O" 1 �1