The URL can be used to link to this page

Home My WebLink About20210119_Plans_24x36Total Sheet Count: 25T-1 COVER SHEET : Plotted on 1/14/21 at 3:53 PM by Greg Nutt. File Path: /Volumes/CAD/KDA/R-Harrison/Harrison ArchiCAD Models/Harrison v02.pln 1/14/21HARRISON REMODELT-1 COVER SHEET2034 OCEAN FRONT ENEWPORT BEACH, CA 92661LIC E N S E D ARCHITE C T NROFILACFOETAT S IAMAR C U S KEMMER E RNO. C-29552 REN: 06/30/21 ★★ Revisions: Date: Drawn by: Date:This document, and the ideas and designs incorporated here-in, asan instrument of professional service, is the property of KemmererDesign Architecture, Inc. (KDA), and is not to be used in whole orpart, for any other project without the written authorization of KDA.This document is not to be reproduced and/or modified in any way,nor shall any reproduction of the this document be modified withoutthe prior written consent of KDA.This document has been prepared to describe proposed new workand does not necessarily represent as-built or existing conditions.The architect does not warrant, in any way, the accuracy of theinformation and shall not be responsible for any discrepancybetween this document and the existing conditions.KEMMERER DESIGNARCHITECTURE, INC.228 CREST AVE.HUNTINGTON BEACH, CA 92648p. 714.752.0052www.kdarch.comChecked by: GSN MK Job Status:#Project Status Revisions:Date: Sheet Number: Drawing: OWNER HARRISON REMODEL 2034 OCEAN FRONT E NEWPORT BEACH, CA 92661 t. Edit client phone number Edit Client e-mail Edit Client website ARCHITECTURAL SERVICES KEMMERER DESIGN ARCHITECTURE, INC. MARCUS KEMMERER, AIA, NCARB, LEED AP 228 CREST AVE. HUNTINGTON BEACH, CA 92648 t. 714.752.0052 marcus@kdarch.com www.kdarch.com STRUCTURAL ENGINEERING CIVIL ENGINEER CIVIL ENGINE-OLOGY GEORGE MEKHAIEL, P.E., PLS 55 SECRET HOLLOW LANE NEWBURY PARK, CA 91320 t. 562.291.8679 george@civilengineology.com PROJECT SCOPE REMODEL & ADD ON TO EXISTING 1,786 FT2 SINGLE FAMILY RESIDENCE - DEMO (E) PARKING SPACE FOR NEW GARAGE - DEMO PORTIONS OF (E) ROOF FOR NEW CONSTRUCTION - NEW WALLS AND ROOF PER PLAN REVISIONS - NEW PLUMBING AND ELECTRICAL PER PLAN REVISIONS - 1,231 FT2 OF NEW CONDITIONED FLOOR SPACE - 234 FT2 OF NEW GARAGE SPACE EXISTING SQUARE FOOTAGE 1ST FLOOR 1,786 FT2 2 CAR GARAGE 484 FT2 TOTAL WITH GARAGE 2,270 FT2 1ST FLOOR DECK 364 FT2 PATIO 283 FT2 SQUARE FOOTAGE (AFTER REMODEL) 1ST FLOOR 1,786 FT2 2ND FLOOR 1,231 FT2 TOTAL 3,017 FT2 2 CAR GARAGE 484 FT2 1 CAR GARAGE 234 FT2 TOTAL WITH GARAGE 3,735 FT2 1ST FLOOR DECK 364 FT2 2ND FLOOR DECK 333 FT2 PATIO 283 FT2 LOT AREA (SEE A-001 FOR GRAPHIC CALCULATIONS) 3,186.34 FT2 BUILDABLE AREA (LOT MINUS SETBACK) 2,366.51 FT2 ALLOWABLE FLOOR AREA LIMIT (BUILDABLE AREA X2) 4,733.02 FT2 REQUIRED OPEN VOLUME AREA (15%) 478 FT2 PROPOSED OPEN VOLUME AREA 1099 FT2 OCCUPANCY GROUP R-3 / U CONSTRUCTION TYPE V-B (NON-SPRINKLERED) NO. OF STORIES 2.5 STORY BUILDING APN 048 262 22 GENERAL PLAN LAND USE RS-D ZONING DISTRICT R-1 SETBACK MAP S-2G COASTAL ZONE YES COASTAL LAND USE RSD-C COASTAL ZONING DISTRICT R-1 SITE ACREAGE 0.07 FLOOD ZONE X - 0.2 PCT ANNUAL CHANCE FLOOD HAZARD MAP SOURCE TRM_00518 LOT 9 BLOCK D 2019 TITLE 24 CALIFORNIA CODE OF REGULATIONS PART 1 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE PART 2 CALIFORNIA BUILDING CODE PART 3 CALIFORNIA ELECTRICAL CODE PART 4 CALIFORNIA MECHANICAL CODE PART 5 CALIFORNIA PLUMBING CODE PART 6 CALIFORNIA ENERGY CODE PART 9 CALIFORNIA FIRE CODE PART 11 CALIFORNIA GREEN BUILDING CODE PART 12 CALIFORNIA REFERENCE STANDARD CITY OF NEWPORT BEACH MUNICIPAL CODE DEFERRED SUBMITTALS DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECK OR APPROVAL BY THE CITY. AC UNIT: SUBMIT SOUND ATTENUATION DESIGN FOR AC EQUIPMENT ARI STD. 275. SOUND LEVEL NOT TO EXCEED 50 DBS (55 DBA WITH TIMER; 65 DBA WITH TIMER AND NEIGHBORHOOD'S CONSENT) PER SECTION 10.26.045 OF THE NBMC. LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OR OPENING. PLANS MUST BE SUBMITTED PRIOR TO THE INSTALLATION OF EQUIPMENT, PLUMBING AND ELECTRICAL SYSTEMS. SPRINKLERS: OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. SOLAR PHOTOVOLTAIC SYSTEM (3.06 KW) ELECTRIC CAR CHARGER & GOLF CART CHARGING STATIONS THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT IS LIMITED TO THREE YEARS FROM THE DATE OF THE PERMIT FOR ALL PERMITS ISSUED AFTER AUGUST 21, 2019 AS REQUIRED BY NBMC SECTION 15.02.095. PROVIDE EVIDENCE OF THE 30 DAY NOTIFICATION FOR COMPLETE DEMOLITION OR EXCAVATION TO ADJOINING PROPERTIES AS REQUIRED BY NBMC SECTION 15.02.120. PROVIDE A PROJECT INFORMATION SIGN FOR PROJECTS REQUIRING FENCING (NEW STRUCTURE OR ADDITION AND REMODEL TO AN EXISTING STRUCTURE WITH A COMBINED FLOOR AREA EXCEEDING SEVENTY-FIVE (75) PERCENT OF THE FLOOR AREA OF THE PROPOSED STRUCTURE) OM DESIGNATED "HIGH DENSITY AREAS". PROJECT SIGN SHALL COMPLY WITH NBMC SECTION 15.60.030. PLANNING NOTES POOLS, SPAS, WALLS, FENCES, PATIO COVERS, AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS, AND HANDRAILS OR ANY COMBINATION THEREOF SHALL NOT EXCEED 42" FROM EXISTING GRADE PRIOR TO CONSTRUCTION WITHIN THE REQUIRED FRONT SETBACK AREA. ACOUS. ACOUSTICAL MAX. MAXIMUM ADD'L ADDITIONAL MECH. MECHANICAL ADJ. ADJUSTABLE MET. METAL ALUM. ALUMINUM MFR. MANUFACTURER APPROX. APPROXIMATE MIN. MINIMUM MISC. MISCELLANEOUS BD. BOARD M.O. MASONRY OPENING BLDG. BUILDING MTD. MOUNTED BLK. BLOCK MUL. MULLION BLKG. BLOCKING BM. BEAM N.I.C. NOT IN CONTRACT BOT. BOTTOM NO. NUMBER N.T.S. NOT TO SCALE CAB. CABINET CEM. CEMENT O.A. OVERALL CER. CERAMIC OBS. OBSCURE C.I. CAST IRON O.C. ON CENTER CLR. CLEAR O.D. OUTSIDE DIAMETER COL. COLUMN CONC. CONCRETE O.F.C.I. OWNER FURNISHED CONN. CONNECTION CONT. CONTINUOUS OFF. OFFICE C.T. CERAMIC TILE OPNG. OPENING CTSK. COUNTERSUNK OPP. OPPOSITE DECOR. DECORATIVE PL. PLATE DET. DETAIL PLAS. PLASTER D.F. DOUGLAS FIR PLYWD. PLYWOOD DIA. DIAMETER PR. PAIR DIM. DIMENSION PRCST. PRECAST DN. DOWN P.T.D.F. PRESSURE-TREATED D.S. DOWNSPOUT DOUGLAS FIR DWG. DRAWING PTN. PARTITION EA. EACH Q.T. QUARRY TILE EL. ELEVATION ELEC. ELECTRICAL R. RISER EQ. EQUAL RAD. RADIUS EXH. EXHAUST REINF. REINFORCE EXP. EXPANSION REQ. REQUIRED EXT. EXTERIOR RM. ROOM EXIST. EXISTING R.O. ROUGH OPENING RWD. REDWOOD F.A.U. FORCED AIR UNIT R.W.L. RAIN WATER LEADER F.D. FLOOR DRAIN F.H.C. FIRE HISE CABINET S.C. SOLID CORE FIN. FINISH SCHED. SCHEDULE FL. FLOOR SHT. SHEET FLASH. FLASHING SIM. SIMILAR FLUOR. FLUORESCENT SQ. SQUARE F.O.C. FACE OF CONCRETE SST. STAINLESS STEEL F.O.F. FACE OF FINSIH STL. STEEL F.O.M. FACE OF MASONRY STOR. STORAGE F.O.S. FACE OF STUD STRUCT. STRUCTURAL F.S. FLOOR SINK SUSP. SUSPENDED FT. FOOT/FEET SYM. SYMMETRICAL FTG. FOOTING T. TREAD GA. GAUGE T.C. TOP OF CURB GALV. GALVANIZED TEL. TELEPHONE GL. GLASS T&G TOUNGE & GROVE GR. GRADE THK. THICK GYP. GYPSUM T.O.C. TOP OF CHIMNEY H.B. HOSE BIBB T.O.F.R. TOP OF FRAMING H.C. HOLLOW CORE T.O.L. TOP OF LEDGER HDWD. HARDWOOD T.O.M. TOPOF MASONRY HDWE. HARDWARE T.O.P TOP OF PARAPET HGT. HEIGHT T.O.PL. TOP OF PLATE H.M. HOLLOW METAL HORIZ. HORZONTAL I.D. INSIDE DIAMETER U.O.N. UNLESS OTHERWISE INCAND. INCANDESCENT NOTED INSUL. UNSULATION VERT. VERTICAL INT. INTERIOR VEST. VESTIBULE VG.D.F. VERTICAL GRAIN JAN. JANITOR DOUG;AS FIR JT. JOINT W/ WITH LAM. LAMINATED W/O WITHOUT LAV. LAVATORY W.C. WATER CLOSET LOC. LOCATION WD. WOOD WDW. WINDOW W.H. WATER CLOSET WSCT. WAINSCOT W.T. WEIGHT MEASUREMENTS 1. In general, the measurements on the Drawings are reasonable and accurate for the purpose of design intent. However, in the execution of the work on the project, the Contractor is to verify all dimensions with actual conditions on the job in order to make a perfect fit; the requirements of the Samples and Shop Drawings section notwithstanding. Where the work of one Contractor is to join that of another, both are to furnish shop drawings showing the actual dimensions and the method of joining the work of the two trades. These drawings may be in addition to any drawings requested or as listed under "Shop Drawings."2. No extra charge or compensation will be allowed on account of differences between actual dimensions and the measurements indicated on the Drawings. Any differences which may be found shall be submitted to The Architect for consideration before proceeding with the work. SPECIFICATIONS AND DRAWINGS 1. If any errors or omissions appear in the Contract Documents, the Contractor shall notify the Architect in writing of such error or ommission. If the Contractor fails to give such notice, whether prior to or during the execution of the work, he will be held responsible for results of such errors or omissions and for cost of rectifying same. 2. The general character of the detail work is shown on the Drawings but minor modifications may be made by the Architect & Tenant with Landlord approval. All drawings illustrate design intent. GENERAL NOTES 1. Prior to any construction, Contractor shall meet with The Architect 2. Information contained in these drawings may require adjustments or modifications to conform with existing conditions. In cases where changes in details are necessary, these drawings shall be used to show the design intent only. Contractor shall verify all dimensions concerning existing and new work and notify the Architect before proceeding with either fabrication or installation of the work. In addition, Contractor shall notify the Architect immediately, should existing conditions prohibit execution of the design intent of the drawings. Any additional work, demolition and/or removal as a result of failure to do so will be at Contractor's expense. 3. Due to the small scale of these plans and the instability of the blueprint paper, these drawings shall NOT BE SCALED and any critical dimensions should be field checked. The Contractor(s) shall be responsible to field measure existing conditions prior to beginning of work and periodically during construction progress to verify all critical dimensions. Any deviation from dimensions indicated on the drawings is to be approved by the Architect prior to construction. 4. The Contractor shall visit the site and be aware of existing conditions to the extent and influence of the work prior to bidding & construction. Contractor shall be familiar with all applicable building codes and ICC codes. No subsequent extras or additions will be allowed for any claim of lack of knowledge of conditions or circumstances about which the Contractor could have site inspected and informed himself. Appointments shall be arranged through the Architect. 5. Before commencing work, the Contractor shall notify the Architect of any areas that have not been satisfactorily completed by the Landlords base building contractor to meet the lease requirements including, but not limited to, (fire-proofing, ductwork, condition of slab, condition of core and demising walls, utility hook-up, electrical panels, etc.). 6. All Contractors shall comply with the rules and regulations of the building as to hours of operation for the purposes of delivery and also as the manner of handling materials, equipment and debris, to avoid conflict and interference with normal building operation. All Contractors shall receive specific regulations from the Architect. 7. The Contractor is responsible for verifying the extent, nature and scope of work described in the contract documents and will coordinate with the Landlord's Representative the interfacing of the Base Building Contractor's work and the work shown and described in the contract documents. The Contractor is to provide all labor and materials necessary to execute all work necessary to achieve substantial completion. He shall be responsible (con't) for coordinating his work with that of all other trades, including those operating under separate contract with the Tenant and Landlord. 8. All work shall be performed by skilled and qualified workmen and in accordance with the best practices of the trades involved. Care shall be taken to ensure compliance with building regulations and/or governmental laws, statutes or ordinances concerning the use of union labor. 9. All materials shall be new, unused and of the highest quality in every respect unless otherwise noted. Manufactured materials and equipment shall be installed as per instructions unless otherwise noted. Maintenance manufacturer's written recommendations and instructions, in triplicate, shall be provided for all materials used within the project in a 3 ring binder in CSI format with CSI numbered tabs. Three copies shall go the Owner. 10. Perform all work in accordance with rules and regulations of governmental agencies having jurisdiction and conform to all City, County, State and Federal construction, safety and sanitary laws, codes, statutes and ordinances. Report promptly any discrepancies, variations or omissions in the contract documents to the Architect. 11. Instructions on the Drawings and Schedules, notwithstanding construction, shall comply in all respects with applicable Federal, State, County and/or local statutes, ordinances, regulations, laws and codes. 12. Supply, prior to commencing work, a list of all Subcontractors to the Owner's Representative for review and acceptance. Include the name of the principal contact, the address and phone number of each Subcontractor in this list. 13. All Contractors shall be responsible for the distribution of drawings to all trades. 14. Contractor is to provide a dumpster for use during construction and for use during the store fixtures installation. The project is to be kept clear of debris at all times. 15. Any discrepancies found in the plans, dimensions, existing conditions or specifying of a product or its use are to be pointed out to the Architect Addenda will be issued as necessary for these discrepancies and other reasons and will become part of the contract documents. For those discrepancies not brought to the attention of the Architect, it will be assumed that the Contractor has bid the more expensive material and/or method of construction. 16. All installed plumbing, mechanical and electrical equipment shall operate quietly and free of vibration. 17. Do not substitute materials where a manufacturer is specified unless submitted to the Tenant & Landlord for approval. Where the term "or approved equal" is used, the Architect shall determine equality, based on information submitted by the Contractor for approval. Unless said approval is received by contractor, it will be assumed that the contractor's total bid is based upon specified materials and equipment.18. Perform all work in a good and workmanlike manner and prosecute to completion with all due diligence. Time is of the essence with respect to the work performed under this contract.19. Perform all cutting and patching in a neat, workman like manner. Repair to match existing, in kind and finish, any existing finishes that are to remain and are disturbed or damaged by the Contractor during the course of the work. 20. Coordinate all wall, floor and ceiling finishes to ensure that joints and transitions between materials, whether they be wall to wall, wall to floor, floor to floor, wall to ceiling, or ceiling to ceiling, will be smooth, true, level and in accordance with the drawings, specifications and schedules. 21. Store all work and material to accomplish designated work within the demised space unless otherwise indicated. 22. Thoroughly clean all interior surfaces, including glass, floor surfaces, and millwork, prior to occupancy of the space by Tenant. Remove all trash, construction debris, tools, etc. prior to occupancy. 23. Place all studs, ceiling furring and framing members so as to avoid interference with locations of recessed lighting fixtures, piping, ductwork and the like. 24. Work shall be subject to the inspection of the Tenant & Landlord. Any work not found in compliance with good construction standards shall be corrected without additional cost to the Tenant or Landlord. 25. Upon completion of the work, all facilities shall be in full use, without defects. 26. Upon completion of the work, warranties shall be assigned by the Contractor to the Owner's Representative. Any Contractor or Subcontractor performing the work shall be responsible for the replacement or repair, without additional charge to the Owner, of any and all work done or furnished by or through such Contractor or Subcontractor which shall become (con't) defective within one year after Substantial Completion of the work. The corrections of such work shall include, without additional charge to the Owner, all additional expenses and damages in connection with such removal, replacement of, or any part of the work or part of the building which may be damaged or disturbed thereby. This warranty shall in no way void any manufacturer's warranties on materials or equipment for which the normal warranty period exceeds one year, without defects. 27. All light fixtures, diffusers, electrical outlets and the like shall be covered prior to any sanding to prevent fine dust from entering the systems. 28. No approval by the Architect is valid unless in writing, and signed by the tenant's Repesentative. 29. Coordinate work with that of all other Owner contracted work. Cooperate with, integrate and schedule this work into the overall sequence of the project, to ensure that all work is completed within the approved Contract. 30. It is expected that sufficient labor will be provided so that activity for any given trade will not be limited to only one part of the total work area. 31. Each trade shall proceed in a fashion that will not delay or detain the trades following them. 32. Provide and complete all preliminary work and temporary construction as may be reasonably required by the scope of work or as indicated elsewhere in the contract documents. 33. Contractor to provide temporary light and power service on-site as needed, if not existing. Review plans and verify with Architect on availability. 34. Provide heat as necessary to protect the work against damage from dampness and cold. System shall be sufficient to maintain a minimum temperature of 50 degrees. System may be existing. Verify availability with Architect. 35. Provide barricades where necessary to protect the public, to provide security to the store and to confine all dust and odor to the construction area. This must be constructed as required by the Landlord. 36. These drawings are for Design Intent and alternate details will be considered. Submit drawings with proposed alterations for review and approval by the Architect. 37. Each subcontractor is considered a fully qualified specialist in his respective field and shall, prior to submission of bid Notify the Contractor of any work called out in his trade that cannot be executed or fully guaranteed. 38. Contractor to provide fire-treated blocking in walls and ceiling as required for attachment of fixtures throughout. Coordinate with work by others. 39. By the covering up of a previous sub-contractor's work it is assumed that the Contractor has inspected the previous work and has rendered it acceptable. 40. All required roof openings are to be made by the Landlord approved roofing contractor and shall include all cutting, reinforcing, cures, flashing, and new roofing at Tenant expense. 41. It is the responsibility of the Contractor to become familiar with all landlord requirements, criteria, and restrictions. All work performed as a part of this project must be carefully coordinated with the Landlord and be in full compliance with all Landlord restrictions. 42. Bathroom exhaust fans shall be ducted to the roof. Contractor shall submit weatherproof roof penetration and duct termination details to the Architect for review prior to roof installation. 1. All construction and materials shall be as specified and in accordance with all applicable codes, ordinances, laws, permits, and the contract documents. 2. The contractor shall be responsible for the accurate placement of all new construction on the site. 3. The contractor shall verify all dimensions and site conditions before starting work. Should a discrepancy appear in the contract documents, or between the contract documents and existing conditions, notify the architect at once for instruction on how to proceed. 4 should a conflict occur in or between drawings and specifications, the specifications shall take precedence, unless a written decision from the architect has been obtained which describes a clarification or alternate method and/or materials. 5. The contractor shall confine his operations on the site to areas permitted by the landlord. 6. The job site shall be maintained in a clean, orderly condition free of debris and litter, and shall not be unreasonably encumbered with any materials or equipment. Each sub-contractor immediately upon completion of each phase of his work shall remove all trash and debris as a result of his operation. 7. All material stored on the site shall be properly stacked and protected to prevent damage and deterioration. Failure to protect materials may be cause for rejection of work. 8. The contractor shall do all cutting, fitting, or patching of his work that may be required to make its several parts fit together properly and shall not endanger any other work by cutting, excavating, or otherwise altering the total work or any part of it. all patching, repairing, and replacing of materials and surfaces, cut or damaged in execution of work, shall be done with applicable materials so that surfaces replaced will, upon completion, match surrounding similar surfaces. 9. No portion of the work requiring a shop drawing or sample submission shall be commenced until the submission has been reviewed by the architect. All such portions of the work shall be in accordance with corrected shop drawings and samples. 10. Dimensions: a. All dimensions shall take precedence over scale. b. All dimensions are to the finish surface unless otherwise noted. c. Ceiling height dimensions are from finish floor slab to face of finish ceiling material unless otherwise noted. 11. Provide all necessary blocking, backing, and framing for light fixtures, electric units, a.c. equipment, recessed items, and all other items as required. 12. Where larger studs or furring are required to cover piping and conduits, the larger stud size or furring shall extend the full surface of the wall width and length where the furring occurs. 13. Provide fire sprinkler protection throughout the building. The contractor shall be responsible for preparing the drawings and obtaining the permits for the fire sprinkler system. The fire sprinkler systems shall meet the requirements of all applicable codes and ordinances. 14. Provide fire extinguishers per the requirements of local governing agencies. 15. Provide all access panels as required by governing codes to all concealed spaces, voids, attics, etc. Verify type required with architect prior to installation. 16. Fire damper assemblies, including sleeves, and installation procedures must be at the building site for the inspectors use. 17. Exit signs shall be visible from any direction of approach and shall clearly indicate the direction of egress travel 18. Capacity of room posted in a conspicuous place on an approved sign near the main exit or exit- access doorway to each room or area. 19. "lighting and mechanical fixtures must be supported by additional independent no.12 gage wires attached to each corner of fixture", (unless ceiling system has been designed to fully support the fixtures). 20. Deferred submittals to be reviewed by the project architect or engineer of record and certified prior to submittal for plan review. SHEET WHERE SECTION IS DRAWN SHEET WHERE ELEVATION IS DRAWN SHEET WHERE DETAIL IS DRAWN SHEET WHERE SECTION IS DRAWN SHEET WHERE ELEVATION IS DRAWN CLOUD AROUND REVISED AREA OPTIONAL 1 2 100 6 1 A8.1 3 A5.1 DOOR NUMBER ROOM NUMBER ROOM NUMBER REVISION INTERIOR ELEVATIONS DETAIL IDENTIFICATION DOOR SYMBOL ELEVATION IDENTIFICATION2 5 A3.1 5 A3.1 A3.1 5 WALL SECTION ELEVATION IDENTIFICATION SECTION IDENTIFICATION ELEVATION DETAIL SECTION IDENTIFICATION BLDG. SECTION 4 SITE LOCATION COVER SHEET & GENERAL INFO CIVIL PLANS SITE PLAN PLANS ELEVATIONS SECTIONS T-1 G-001 G-002 G-003 G-004 G-005 G-006 C-101 A-002 A-101 A-102 A-103 A-104 A-201 A-202 A-203 A-301 COVER SHEET T-24 T-24 T-24 OPEN VOLUME / AREA CALCUALTIONS RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS CALGREEN RESIDENTIAL MINIMUM REQUIREMENTS TOPGRAPHIC SITE SURVEY SITE PLAN EXISTING 1st FLOOR / DEMO PLAN PROPOSED 1st FLOOR / GARAGE PLAN PROPOSED 2nd FLOOR PLAN PROPOSED ROOF PLAN PROPOSED ELEVATIONS PROPOSED ELEVATIONS RENDERINGS SECTIONS CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive | P.O. Box 1768 | Newport Beach, CA 92658-8915 www.newportbeachca.gov | (949) 644-3200 ACKNOWLEDGMENT OF NO CONSTRUCTION-RELATED NOISE ON SATURDAY OR SUNDAY IN HIGH DENSITY AREAS On June 11, 2019, the City Council adopted an ordinance restricting construction-related noise on Saturday in High Density Areas effective August 12, 2019. I acknowledge that any construction-related noise, (including, but not limited to operating power equipment or machinery in a manner that produces noise) is not allowed on Saturday or Sunday in High Density Areas in accordance with Newport Beach Municipal Code 10.28.040. As the owner of the property, I am responsible to ensure all persons working on the property comply with this provision of the Newport Beach Municipal Code. Project Address: _______________________________________________________ Permit Number: ________________________________________________________ Owner’s Name: ________________________________________________________ Owner’s Signature: _____________________________________________________ Contractor’s Signature: _________________________________________________ Date: _________________________________________________________________ Forms\Acknowledgment_No_Saturday_Construction_HighDensityAreas PROJECT LOCATION & CONTACTS PROJECT INFORMATION ABBREVIATION LIST GENERAL NOTES CONTRACTOR NOTES SYMBOLS VICINITY MAP SHEET INDEX 2034 OCEAN FRONT E PA2021-006 ·~111w••'· _J_\, y- (----- NO'tipOIC Bc,ch Pie, ~ rk,;~rt ~Lbm,·ine -"""" Lide Penlnsua BALBOA PENINSULA liddsa aeam ~;~•~· ~e.,,,,,"1-.: ~"••~ -,.._,,, Bayl·,lu"'1 r,,IC,>alslSM F~n:,·9 Balbo, Pier~ h,oc., Island,.,,, Bat.cc Pec;,sc La RF::1 ~.-:,'.:; ~ Gacei·,a) >"laaa ,# 9 \' '"<c,.~""l,,. Cu {""'" ~la,.,IJj) """'"" ,~1 •~a· Jere Wee.tJetc; \",ew~a-, 9 '''"'"'" e Ca r " r " =v-::.◄ ~ ' , ' , I Ft1 c:::0-------, -■D DBII.N A■cllllK'Tla■ •H Total Sheet Count: 25G-005 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS : Plotted on 1/14/21 at 3:53 PM by Greg Nutt. File Path: /Volumes/CAD/KDA/R-Harrison/Harrison ArchiCAD Models/Harrison v02.pln 1/14/21HARRISON REMODELG-005 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS2034 OCEAN FRONT ENEWPORT BEACH, CA 92661LIC E N S E D ARCHITE C T NROFILACFOETAT S IAMAR C U S KEMMER E RNO. C-29552 REN: 06/30/21 ★★ Revisions: Date: Drawn by: Date:This document, and the ideas and designs incorporated here-in, asan instrument of professional service, is the property of KemmererDesign Architecture, Inc. (KDA), and is not to be used in whole orpart, for any other project without the written authorization of KDA.This document is not to be reproduced and/or modified in any way,nor shall any reproduction of the this document be modified withoutthe prior written consent of KDA.This document has been prepared to describe proposed new workand does not necessarily represent as-built or existing conditions.The architect does not warrant, in any way, the accuracy of theinformation and shall not be responsible for any discrepancybetween this document and the existing conditions.KEMMERER DESIGNARCHITECTURE, INC.228 CREST AVE.HUNTINGTON BEACH, CA 92648p. 714.752.0052www.kdarch.comChecked by: GSN MK Job Status:#Project Status Revisions:Date: Sheet Number: Drawing: 2019 CorrList\RESIDENTIALConstructionMinimumReq 8/2020 1 CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive | P.O. Box 1768 | Newport Beach, CA 92658-8915 www.newportbeachca.gov | (949) 644-3200 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS Applicable Standards: 2019 California Residential Code (CRC); 2019 California Building Code (CBC); 2019 California Plumbing Code (CPC); 2019 California Electrical Code (CEC); 2019 California Mechanical Code (CMC); 2019 Building Energy Efficiency Standards (BEES); 2019 California Green Building Standards Code (Cal Green); & Chapter 15 of the Newport Beach Municipal Code (NBMC) GENERAL: 1. Residential building undergoing permitted alterations, additions or improvements shall replace non-compliant plumbing fixtures with water-conserving plumbing fixtures meeting the requirements of 2019 California Green Building Standards Code, Section 4.303.1 Plumbing fixture replacement is required prior to issuance of a certificate of occupancy or final inspection by the Chief Building Official. (Civil Code, Section 1101.1 et seq., NBMC 15.11.010) 2. Issuance of a building permit by the City of Newport Beach does not relieve applicants of the legal requirements to observe covenants, conditions and restrictions, which may be recorded against the property or to obtain plans. You should contact your community associations prior to commencement of any construction authorized by this permit. 3. Prior to performing any work in the City right-of-way an encroachment permit must be obtained from the Public Works Department. 4. A site survey by a licensed surveyor shall be required prior to foundation concrete pour. 5. Garage ceiling height. The minimum unobstructed vertical clearance for parking spaces shall be seven feet, except that the front four feet may have a minimum vertical clearance of four feet. (NBMC 20.40.090 A 4) 6. Utilize one of the city’s approved franchise hauler to recycle and/or salvage a minimum of 65% of the nonhazardous construction and demolition waste. (Cal Green 4.408.1, 4.408.3) 7. Stairways shall not be less than 36 inches clear width. (CRC 311.7.1) The minimum head clearance shall be 6”-8” measured vertically from the sloped line adjoining tread nosing. (CRC 311.7.2) 8. Advisory Note: Homeowners Association (HOA) approval is independent of the City process and may be required for this improvement. Please check with the HOA Board. 9. Additional permits are required for detached structures including but not limited to: a. Accessory structures, detached patio covers, and trellises, b. Masonry or concrete fences over 3.5 ft. high or within 3 feet of the property line, c. Retaining walls over 4 ft. high from the bottom of the foundation to the top of the wall and any retaining wall within 3 ft. of property line regardless of height. 2019 CorrList\RESIDENTIALConstructionMinimumReq 8/2020 2 CONSTRUCTION: 10. Pedestrian protection adjacent to public way to be as follows: CBC TABLE 3306.1 PROTECTION OF PEDESTRIANS HEIGHT OF CONSTRUCTION DISTANCE FROM CONSTRUCTION TO LOT LINE TYPE OF PROTECTION REQUIRED 8 feet or less Less than 5 feet Construction railings 5 feet or more None More than 8 feet Less than 5 feet Barrier and covered walkway 5 feet or more, but not more than one-fourth the height of construction Barrier and covered walkway 5 feet or more, but between one-fourth and one-half the height of construction Barrier 5 feet or more, but exceeding one-half the height of construction None 11. All exterior lath and plaster shall have two layers of Grade D paper over wood base sheathing. (CRC R703.7.3, CBC 2510.6) 12. Wall covering of showers or tubs with showers shall be of cement plaster, tile, or approved equal, to a height of not less than 72 inches above drain inlet. Backing for tile shall be cement board or cement plaster. (CRC R307.2, CBC 1209.2.3) 13. Safety glazing shall be provided at the following hazardous locations: (CRC R308.4, CBC 2406.4) a. Swinging, bi-fold, and sliding doors. b. When located within 60 inches above the floor of wet surfaces such as tubs, showers, saunas, steam rooms, or outdoor swimming pool. c. Glazing adjacent to doors: i. Within a 24-inch arc of either vertical edge of doors and within 60 inches of walking surface. ii. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging door. d. Where glazing area is more than 9 sq. ft. in area, with the bottom edge less than 18 inches above the floor, top edge more than 36 inches above floor, and within 36 inches of a walking surface, measured horizontally. e. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps. f. Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches above the landing and within 60 inches horizontally of the bottom tread. g. Glazing in guards and railings. 14. All doors from the house into the pool area shall be equipped with an approved alarm or an approved alternate drowning prevention safety feature. (CBC 3109 (115922)) 15. Smoke alarms shall be installed in the following locations (CRC R314.3, CBC 907.2.11.2, 907.2.11.3 & 907.2.11.4): a. In each sleeping room. b. Outside each separate sleeping area in the immediate vicinity of the bedrooms. c. On each additional story, including basements and habitable attics. 2019 CorrList\RESIDENTIALConstructionMinimumReq 8/2020 3 d. Not less than 3 feet horizontally from the door or opening of a bathroom that contains a bathtub or shower. e. A minimum of 20 feet horizontally from any permanently installed cooking appliance. f. Smoke alarms shall be hardwired with battery back-up and interconnected unless exempted in accordance with CRC R314.4 & R314.5 or CBC 907.2.10.5 & 907.2.10.6. 16. Carbon monoxide alarms shall be installed in the following locations (CRC R315.3): a. Outside of each sleeping area in the immediate vicinity of the bedroom(s). b. On every occupiable level of the dwelling unit including basements. c. Where a fuel-burning appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. Carbon monoxide alarms shall be hardwired with battery back-up and interconnected unless exempted in accordance with CRC R315.6(4). 17. All fenestrations on windows and doors shall have U-factors (0.30 max) and Solar Heat Gain Coefficient (SHGC=0.23 max) values in accordance with T-24 energy calculations. All fenestrations must have temporary and permanent labels. TEMPORARY GENERATOR: 18. Hand operated construction tools powered by electricity must use power provided by Southern California Edison through a temporary pole or available outlet. In the rare case where electricity is not readily available and a portable temporary generator is necessary, then the following restrictions must be adhered to: a. Must be portable and may be easily relocated. b. Temporary generators are to be located a minimum distance from any property line according to the following table: Time in Use Hours Required Setback from Property Line Required Setback from Adjacent Structures 0 – 1 day 10 feet 5 feet > 1 day 20 feet 5 feet c. If the minimum distance cannot be achieved, then the generator shall be located the most extreme distance practical to inhibit noise. Other methods to inhibit noise may be utilized when practical. d. May be operational for a maximum of five consecutive calendar days. After five consecutive calendar days of use, power shall be provided through the use of a temporary power pole. e. Usage is limited to weekdays between the hours from 8:00 AM and 3:30 PM Monday through Friday. No use on the weekends or federal holidays. 2019 CorrList\RESIDENTIALConstructionMinimumReq 8/2020 4 FIREPLACE: 19. All fireplaces: a. Factory-built fireplaces, chimneys and all of their components shall be listed and installed in accordance with their listing and manufacturer's installation instructions. (CRC R1004.1) b. Factory built wood burning fireplaces shall be qualified at the U.S. EPA’s Voluntary Fireplace Program Phase 2 emissions level. (CRC 1004.1.1) c. Decorative shrouds shall not be installed at the termination of factory-built chimneys except where such shrouds are listed and labeled for use with the specific factory-built chimney system and are installed in accordance with manufacturer's installation instructions. (CRC R1005.2 & CMC 802.5.1.1 & CMC 802.5.4.3) d. Horizontal openings are not allowed, for exhaust vents, in walls closer than 3 feet to a property line. (Tables R302.1(1)&(2)). Horizontal vent caps shall be 2 feet clear from property lines. e. Exhaust openings shall not be directed onto walkways. (R303.5.2) 20. Solid fuel burning fireplaces: a. Provide a permanently anchored gaseous fuel burning pan to the firebox of a solid fuel burning fireplace. b. Solid fuel burning fireplace must comply with the California Energy Standards mandatory measures. c. Chimney shall extend at least 2 ft. higher than any portion of the building within 10 ft., but shall not be less than 3 ft. above the highest point where the chimney passes through the roof. (CRC R1003.9) d. Liquid fueled fireplaces are not allowed for interior use. 21. Direct vent gas appliance fireplace: a. Direct vent sealed-combustion gas appliance fireplace must comply with the Cal Green code requirements and must comply with ANSI Z21.50. (Cal Green 4.503.1) MECHANICAL: 22. Rooms containing bathtubs, showers, spas and similar fixtures shall be provided with an exhaust fan with humidity control sensor having a minimum capacity of 50 CFM ducted to terminate outside the building. (CRC R303.3, Cal Green 4.506.1, CBC 1202.5.2.1, CMC 402.5) 23. Where water closet compartment is independent of the bathroom or shower area, a fan will be required in each area. Bathrooms shall have an exhaust fan with humidity control sensor, min. 50 CFM capacity. (CRC R303.3) 24. Where whole house fans are used in bathroom areas, the fan must run continuously and shall not be tied to a humidity control sensor. (Cal Green 4.506.1(2)) 25. The clothes dryer vent shall not exceed 14 ft. in overall length with maximum two 90 degree elbows. (CMC 504.4.2.1) 26. Environmental air ducts shall terminate min. 3 feet from property line or openings into building, and 10 feet from a forced air inlet. (CMC 502.2.1) 27. Mechanical equipment shall be installed per the manufacture’s installation instructions. (CMC 303.1) 2019 CorrList\RESIDENTIALConstructionMinimumReq 8/2020 5 28. Domestic range vents to be smooth metallic interior surface. (CMC 504.3) 29. Supply and return air ducts to be insulated at a minimum of R-6. (Cal Energy Code Table 150.1-A.) PLUMBING: 30. Separate water meters are required for all new duplexes. Separate fire risers are required at each water meter. 31. Plumbing Fixtures: a. New Construction & Addition/Alterations that increases condition space area, volume, or size (Cal Green 4.303.1): i. Comply with CAL Green Mandatory Requirements b. Addition & Alteration: Existing fixtures shall be replaced to meet the following requirements: i. Shower Heads: 1.8 gpm @ 80 psi ii. Lavatory Faucets: 1.2 gpm @ 60 psi iii. Kitchen Faucets: 1.8 gpm @ 60 psi iv. Water Closet: 1.28 gallons per flush 32. Clearance for water closet to be a minimum of 24 inches in front, and 15 inches from its center to any side wall or obstruction. (CPC 402.5) 33. The water heater burner to be at least 18 inches above the garage floor, if located in a garage. (CPC 507.13) 34. Install a 3 inch diameter by 3 ft. tall steel pipe embedded in concrete slab for protection of water heaters located in garage. (CPC 507.13.1) 35. Water heaters to be strapped at top and bottom with 1 ½” x 16 gauge strap with 3/8” diameter. X 3” lag bolt each end. (CPC 507.2) 36. ABS and PVC drain waste and vent piping material is limited to 2 stories maximum. (CPC 701.2(2) (a). and 903.1.1) 37. ABS and PVC roof and deck drain material is limited to 2 stories maximum. (CPC 1101.4) 38. Roof and deck drain systems inside the building are required to be installed with directional DWV drainage fittings. (CPC 1101.4 and & 706.0) 39. Cleanouts are required within 2 feet of the connection between the building interior roof/deck drain piping system and the exterior onsite storm drain system. (CPC 1101.13) 40. All hose bibbs shall have vacuum breakers. (CPC 603.5.7) 41. The maximum amount of water closets on a 3 inch horizontal drainage system line is 3. (CPC Table 703.2) 42. The maximum amount of water closets on a 3 inch vertical drainage system line is 4. (CPC Table 703.2) 43. Provide gas line with a min capacity of 200,000 BTU for water heater. (Cal Energy Code 150.0(n)) 44. Provide a condensate drain no more than 2 inches above the base of the water heater space. (Cal Energy Code 150.0 (n)) 45. Provide a straight vent pipe from the water heater space to the outside termination from the water heater space. (Cal Energy Code 150.0 (n)) 2019 CorrList\RESIDENTIALConstructionMinimumReq 8/2020 6 46. Insulate all hot water pipes. (Cal Energy Code 150.0 (j) (2), and CPC 609.11). 47. Isolation valves are required for tankless water heaters on the hot and cold supply lines with hose bibbs on each valve, to flush the heat exchanger. (Cal Energy Code 110.3 (6)) 48. Install 1 automatic clothes washer connection per one and two family dwelling. (CPC Table 422.1) ELECTRICAL: 49. Electrical service shall be underground for new construction, replacement building, or addition to an existing building exceeds fifty (50) percent of the gross floor area of the existing building. (NBMC 15.32.015) 50. Edison Company approval is required for meter location prior to installation. 51. Field inspectors shall review and approve underground service requirement prior to concrete placement. 52. Service equipment and subpanels shall have a min 30” wide by 36” deep clear work space.(CEC 110.26) 53. All lighting is required shall be high efficacy. (California energy code section 150.0 (k) and Table 150.0-A.) 54. Provide a listed 1 inch raceway to accommodate a dedicated 208/240-volt circuit for future electrical vehicle (EV) charger. (Cal Green 4.106.4.1) 55. All receptacle outlets are required shall be listed tamper resistant (CEC 406.12 and 250.52) 56. Combination type AFCI circuit breakers are required for all 120-volt single phase 15/20 amp branch circuits. Except for bathrooms, garages, and outdoors. (CEC 210.12) 57. A minimum of one dedicated 20 amp circuit is required for a bathroom. (CEC 210.11(C)(3)) 58. GFCI protection is required for all receptacle outlets located outdoors, garages, accessory buildings, bathrooms, crawl spaces, kitchens, laundry areas, kitchen dishwasher branch circuit, garbage disposal, all areas within 6 feet of a sink, and all receptacles within 6 feet of a bathtub or shower stall. (CEC 210.8) 59. Receptacle outlets are not allowed within or over a bathtub or shower stall. (CEC 406.9 (C)) 60. Subpanels are not allow to be located in bathrooms or clothes closets.. Avoid installing sub-panels in fire wall envelope unless the panel is listed or fire protection is clearly detailed to the satisfaction of the building official. (CEC 240.24 (D) and (E) 61. Circuits sharing a grounded conductor (neutral) with two ungrounded (hot) conductors must use a two pole circuit breaker or an identified handle tie. Group non-cable circuits in panel. (CEC 210.4(B)) (CEC 210.4(D)) 62. The receptacle outlets that serve kitchen counter tops, dining room, breakfast area, and pantry, must have a min of 2 dedicated 20 amp circuits. (CEC 210.52 (B)(1)) 63. Kitchen counter tops 12 inches or wider must have a receptacle outlet. (CEC 210.52(C)(1)) 64. Kitchen counter tops must have receptacle outlets so no point along the counter walls is more than 24 inches from a receptacle. (CEC 210.52 (C)(1)) 65. Island and peninsular counter tops must have at least one receptacle. (CEC 210.52(C)( 1),(2),and (3)) 2019 CorrList\RESIDENTIALConstructionMinimumReq 8/2020 7 66. The spacing for general receptacle outlets must be located so that no point on any wall, fixed glass, or cabinets is over 6 feet from a receptacle outlet. (CEC 210.52(A)(1)) 67. Hallways 10 feet or more must have at least one receptacle outlet. (CEC 210.52(H)) 68. Garages shall have at least one receptacle for each car space on the interior. The branch circuit supplying the receptacles shall not serve outlets outside of the garage. (CEC 210.52 (G) (1)). 69. Laundry rooms must have at least one dedicated 20 amp receptacle circuit. (CEC 210.11(C) (2)). 70. Provide 120V receptacle within 3 feet of water heater. (Cal Energy Code 150.0 (n) 1 A.) FOUNDATION: 71. Weep screed for stucco at the foundation plate line shall be a minimum of 4 inches above the earth or 2 inches above paved areas. (CRC R703.7.2.1, CBC 2512.1.2) 72. Fasteners and connectors (nails, anchor bolts, etc.) in contact with preservative-treated wood shall be of hot-dipped zinc-coated galvanized steel, stainless steel, silicon bronze or copper. (CRC R317.3, CBC 2304.10.5.1) 73. Anchor bolts shall include steel plate washers, a minimum of 0.229” x 3” x 3” in size, between sill plate and nut. (CRC R602.11.1, CBC 2308.3, Acceptable alternate SDPWS 4.3.6.4.3) PA2021-006 r ' " , r ' " , ~.fT'l ~ c:::0-------, -■D DBII.N Aftlll~ •H Total Sheet Count: 25G-006 CALGREEN RESIDENTIAL MINIMUM REQUIREMENTS : Plotted on 1/14/21 at 3:53 PM by Greg Nutt. File Path: /Volumes/CAD/KDA/R-Harrison/Harrison ArchiCAD Models/Harrison v02.pln 1/14/21HARRISON REMODELG-006 CALGREEN RESIDENTIAL MINIMUM REQUIREMENTS2034 OCEAN FRONT ENEWPORT BEACH, CA 92661LIC E N S E D ARCHITE C T NROFILACFOETAT S IAMAR C U S KEMMER E RNO. C-29552 REN: 06/30/21 ★★ Revisions: Date: Drawn by: Date:This document, and the ideas and designs incorporated here-in, asan instrument of professional service, is the property of KemmererDesign Architecture, Inc. (KDA), and is not to be used in whole orpart, for any other project without the written authorization of KDA.This document is not to be reproduced and/or modified in any way,nor shall any reproduction of the this document be modified withoutthe prior written consent of KDA.This document has been prepared to describe proposed new workand does not necessarily represent as-built or existing conditions.The architect does not warrant, in any way, the accuracy of theinformation and shall not be responsible for any discrepancybetween this document and the existing conditions.KEMMERER DESIGNARCHITECTURE, INC.228 CREST AVE.HUNTINGTON BEACH, CA 92648p. 714.752.0052www.kdarch.comChecked by: GSN MK Job Status:#Project Status Revisions:Date: Sheet Number: Drawing: CorrList\RESIDENTIAL CALGreenMandatoryMeasures 02/21/2020 1 CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive | P.O. Box 1768 | Newport Beach, CA 92658-8915 www.newportbeachca.gov | (949) 644-3200 2019 CALGREEN - RESIDENTIAL MINIMUM REQUIREMENTS Scope 1. 2019 California Green Building Standards Code (CG) is applicable to all new residential buildings, including but not limited to, dwellings, apartment houses, condominiums, hotels, and other types of dwellings containing sleeping accommodations with or without common toilets or cooking facilities regulated by the Department of Housing and Community Development (HCD-1). (NBMC 15.11.010, CG Section 101.3.1(3)). 2. 2019 California Green Building Standards Code (CG) is applicable to additions or alterations of existing residential buildings where the addition or alteration increases the building’s conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. (301.1.1) Energy Efficiency 3. New one and two family dwellings and townhouses with attached private garages shall install a listed nominal 1 inch inside diameter raceway to accommodate a dedicated 208/240 volt branch circuit. (4.106.4.1) a. The raceway shall originate at the main service or subpanel and terminate into a listed cabinet, box, or enclosure in close proximity to the proposed location of an EV charger. b. The service panel or subpanel shall provide capacity to install a minimum 40 ampere dedicated branch circuit and space reserved for installation of a branch circuit overcurrent protective device. c. The service panel or subpanel circuit directory shall identify the overcurrent protective devices space reserved for future EV charging as “EV CAPABLE.” d. The raceway termination location shall be permanently and visibly marked as “EV CAPABLE.” CorrList\RESIDENTIAL CALGreenMandatoryMeasures 02/21/2020 2 Material Conservation and Resources Efficiency 4. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or other similar method. (4.406.1) 5. Utilize one of the city’s approved franchise hauler to recycle and/or salvage a minimum of 65% of the nonhazardous construction and demolition waste. (4.408.1, 4.408.3) Water Efficiency and Conservation 6. New residential developments shall comply with City’s water efficient landscape ordinance. (4.304.1, NBMC 14.17) 7. Plumbing fixtures and fittings shall comply with the following (4.303.1): FIXTURE TYPE MAXIMUM FLOW RATE Single Showerheads 1.8 gpm @ 80 psi Multiple Showerheads Combine flow rate of 1.8 gpm @80 psi Residential Lavatory Faucets 1.2 gpm @ 60 psi2 Common and Public use Lavatory Faucets 0.5 gpm @ 60 psi Kitchen Faucets 1.8 gpm @ 60 psi Metering Faucets 0.2 gallons per cycle maximum Water Closets 1.28 gallons/flush1 Wall Mounted Urinal 0.125 gallons/flush All Other Types of Urinal 0.5 gallons/flush 1. Includes single and dual flush water closets with an effective flush rate of 1.28 gallons or less when tested per ASME A122.19.233.2 for single flush and ASME A112.19.14 for dual flush toilets. 2. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi. Environmental Quality 8. Moisture content of building materials used in wall and floor framing is checked before enclosure according to one of the following (4.505.3): a. Moisture content shall be determined with either a probe-type or contact-type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. b. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece to be verified. c. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. 9. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other toxic requirements in Sections 94522(e)(1) and (f)(1) of the California Code of Regulations, Title 17, commencing with Section 94520. (4.504.2.3) 10. Carpet and carpet systems shall be compliant with of the following (4.504.3): a. Carpet and Rug Institute’s Green Label Plus Program. b. California Department of Public Health Specification 01350. c. NSF/ANSI 140 at the Gold level. d. Scientific Certifications Systems Indoor Advantage™ Gold 11. Minimum 80% of floor area receiving resilient flooring shall comply with one of the following (4.504.4): a. VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High Performance Product Database. b. Products certified under UL GREENGUARD Gold. c. Certified under the Resilient Floor Covering Institute (RFCI) FloorScore program. d. California Department of Public Health Specification 01350. CorrList\RESIDENTIAL CALGreenMandatoryMeasures 02/21/2020 3 12. Adhesives, sealants and caulks shall be compliant with volatile organic compound (VOC) limits set forth in Table 4.504.1 or Table 4.504.2. (4.504.2.1) ADHESIVE VOC LIMIT 1,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS VOC LIMIT Indoor carpet adhesives 50 Carpet pad adhesives 50 Outdoor carpet adhesives 150 Wood flooring adhesive 100 Rubber floor adhesives 60 Subfloor adhesives 50 Ceramic tile adhesives 65 VCT and asphalt tile adhesives 50 Drywall and panel adhesives 50 Cove base adhesives 50 Multipurpose construction adhesives 70 Structural glazing adhesives 100 Single-ply roof membrane adhesives 250 Other adhesives not specifically listed 50 SPECIALTY APPLICATIONS PVC welding 510 CPVC welding 490 ABS welding 325 Plastic cement welding 250 Adhesive primer for plastic 550 Contact adhesive 80 Special purpose contact adhesive 250 Structural wood member adhesive 140 Top and trim adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS Metal to metal 30 Plastic foams 50 Porous material (except wood) 50 Wood 30 Fiberglass 80 1. If an adhesive is used to bond dissimilar substrates together, the adhesive with the highest VOC content shall be allowed. 2. For additional information regarding methods to measure VOC content specified in table, see South Coast Air Quality Management District Rule 1168. SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS VOC LIMIT Architectural 250 Marine deck 760 Nonmembrane roof 300 Roadway 250 Single-ply roof membrane 450 Other 420 SEALANT PRIMERS Architectural Nonporous Porous 250 775 Modified bituminous 500 Marine deck 760 Other 750 CorrList\RESIDENTIAL CALGreenMandatoryMeasures 02/21/2020 4 13. Paints, stains, and other coatings shall be compliant with VOC and other toxic compound limits set forth in Table 4.504.3. (4.504.2.2) VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS 2,3 (Grams of VOC per Liter of Coating, Less Water and Less Exempt Compounds) COATING CATEGORY VOC LIMIT Flat coatings 50 Nonflat coatings 100 Nonflat-high gloss coatings 150 Specialty Coatings Aluminum roof coatings 400 Basement specialty coatings 400 Bituminous roof coatings 50 Bituminous roof primers 350 Bond breakers 350 Concrete curing compounds 350 Concrete/masonry sealers 100 Driveway sealers 50 Dry fog coatings 150 Faux finishing coatings 350 Fire resistive coatings 350 Floor coatings 100 Form-release compounds 250 Graphic arts coatings (sign paints) 500 High temperature coatings 420 Industrial maintenance coatings 250 Low solids coatings1 120 Magnesite cement coatings 450 Mastic texture coatings 100 Metallic pigmented coatings 500 Multicolor coatings 250 Pretreatment wash primers 420 Primers, sealers, and undercoaters 100 Reactive penetrating sealers 350 Recycled coatings 250 Roof coatings 50 Rust preventative coatings 250 Shellacs Clear Opaque 730 550 Specialty primers, sealers and undercoaters 100 Stains 250 Stone consolidants 450 Swimming pool coatings 340 Traffic marking coatings 100 Tub and tile refinish coatings 420 Waterproofing membranes 250 Wood coatings 275 Wood preservatives 350 Zinc-rich primers 340 1. Grams of VOC per liter of coating, including water and including exempt compounds. 2. The specified limits remain in effect unless revised limits are listed in subsequent columns in the table. 3. Values in this table are derived from those specified by the California Air Resources Board, Architectural Coatings Suggested Control Measure, February 1, 2008. More information is available from the Air Resources Board. CorrList\RESIDENTIAL CALGreenMandatoryMeasures 02/21/2020 5 14. Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior or exterior of the building shall comply with low formaldehyde emission standards as set forth in Table 4.504.5 below (4.504.5): FORMALDEHYDE LIMITS1 (Maximum formaldehyde Emissions in Parts per Million) PRODUCT LIMIT Hardwood plywood veneer core 0.05 Hardwood plywood composite core 0.05 Particleboard 0.09 Medium density fiberboard 0.11 Thin medium density fiberboard2 0.13 1. Values in this table are derived from those specified by the California Air Resources Board, Air Toxics Control Measure for Composite Wood as tested in accordance with ASTM E 1333-96(2002). For additional information, see California Code of Regulations, Title 17, Sections 93120 through 93120.12 2. Thin medium density fiberboard has a maximum thickness of 5/16 inch (8 mm). 15. All duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the building inspector to reduce the amount of water, dust and debris, which may enter the system until final startup of the HVAC equipment. (4.504.1) 16. Bathroom exhaust fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. Unless functioning as a component of whole house ventilation system, fans must be controlled by a humidity control capable of adjustment between a relative humidity range of less than or equal to 50% to maximum 80%. (4.506.1) 17. Duct systems are sized, designed and equipment is selected using the following methods (4.507.2): a. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual J-2016 (Residential Load Calculation), ASHRAE handbooks or equivalent design software or methods. b. Size duct systems according to ANSI/ACCA 1 Manual D-2016 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. c. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S-2014 (Residential Equipment Selection) or other equivalent design software or methods Installer and Special Inspector Qualifications 18. HVAC system installers shall be trained and certified or work under direct supervision of trained and certified installers in the proper installation of HVAC systems. (702.1) 19. HVAC special inspectors must be qualified and able to demonstrate competence in the discipline they are inspecting. (702.2) Documentations 20. An operation and maintenance manual, CD, web-based reference or other approved media shall be provided by the builder to the building occupant or owner at the final inspection. It shall include operation and maintenance instruction of the equipment and appliances. (4.410.1) 21. Documentation shall be provided to verify that finish materials used comply with VOC limits as set forth in Tables 4.504.1, 4.504.2, & 4.504.3. (4.504.2.4) 22. Documentation shall be provided to verify that composite wood products used comply with formaldehyde limits as set forth in Tables 4.504.5. (4.504.5.1) 23. Documentation which shows compliance with CAL Green code including construction documents, plans, specifications, builder or installer certification, and inspection reports and verification shall be available at the final inspection. (703.1) 24. CAL Green Documentation Compliance Certification form (City form) is required to be submitted to the Building Inspector prior to final building inspection. (703.1) PA2021-006 r " r " =v-::.◄ ~ ' , ' , I Ft1 c:::0-------, -■D DBII.N Aftlll~ •H C-101 TOPGRAPHIC SITE SURVEY : Plotted on 1/14/21 at 3:53 PM by Greg Nutt. File Path: /Volumes/CAD/KDA/R-Harrison/Harrison ArchiCAD Models/Harrison v02.pln C-101 VICINITY MAP NO SCALENOTES: 1. BOUNDARY SHOWN HEREON IS BASED ON FOUND MONUMENTS AND RECORD DOCUMENTS. 2. LANDSCAPING AND LANDSCAPE IRRIGATION DEVICES MAY EXIST WITHIN THE PROPERTY AND ARE NOT SHOWN. 3. TREE LINE CANOPIES ARE PICTORIAL, AND MAY NOT REFLECT TRUE DRIP LINES. 4. IF RETAINING WALLS OR SIMILAR STRUCTURES ARE TO BE DESIGNED FROM TOPOGRAPHY SHOWN HEREON, THE ELEVATIONS OF CRITICAL POINTS CONTROLLING THE DESIGN MUST BE VERIFIED PRIOR TO ADOPTION OF FINAL DESIGN. 5. THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. EXISTING EASEMENTS (IF ANY) ARE NOT SHOWN HEREON. 6. ATTENTION: IF THIS MAP IS PROVIDED IN AN ELECTRONIC FORMAT (IE: CAD) AS A COURTESY TO A CLIENT, THE DELIVERY OF THE ELECTRONIC FILE DOES NOT CONSTITUTE THE DELIVERY OF OUR PROFESSIONAL WORK PRODUCT. ONLY THE SURVEYOR'S SIGNED AND SEALED PAPER PRINT OR PDF FORMATTED DRAWING CONSTITUTES OUR PROFESSIONAL WORK PRODUCT. IN THE EVENT THAT THE ELECTRONIC FILE IS ALTERED, THE SURVEYOR'S SIGNED AND SEALED PRINT OR PDF FORMATTED DRAWING MUST BE REFERRED TO FOR THE ORIGINAL AND CORRECT SURVEY INFORMATION. CHRIS NELSON AND ASSOCIATES, INC., SHALL NOT BE RESPONSIBLE FOR ANY MODIFICATION MADE TO THE PROVIDED CAD FILE, OR FOR ANY PRODUCTS THAT HAVE BEEN DERIVED FROM THE CAD FILE, WHICH ARE NOT REVIEWED, SIGNED AND SEALED BY US. BENCH MARK: ORANGE COUNTY PUBLIC WORKS BM: NB1-4-71 BASIS OF BEARINGS: THE BEARING OF N 14°37'45" E OF THE CENTERLINE OF M STREET, AS SHOWN ON THE MAP OF RECORD OF SURVEY 2014-1045, RECORDED IN BOOK 274, PAGE 20, WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEY. DATED: 1/9/2021 1 REVISION NOTES DATE DESCRIPTION BY JOB NO. 2020304 SCALE: 1" = 10' DATE: MARCH 2020 DRAFTED: GM PA2021-006 --f- . -,- N = "' ,. s = ~ ---f-,. 0 0 = 0 --f- ~ ~ D,cK 14.2°_ . ,- " = ~ = ~ --f- --f- ~ " ,, '<> ~ • "' "' " " .. 8 ~ "' " "' 8 ~ " ~ = I I L_ EXISTING BUILDING L ___ _ ----- -.. -coNC --f-CONC 1262 . . . . 2034 E. OCEANFRONT NEWPORT BEACH, CA 92661 APN 048-262-022 ---- ~--"---.-.-----,----"--~ T~MP;_RAMP 0 .·•? N = 6 ·-~----f- !ti ttl I :-=: . ? . ~ ~ 0 gl -...I ~ ~ I ~ lli I . - I i:d I ·• -~ :::i:: I ,, . "' I ~ • I ,, ·c, .. I 1 ;:::__,,-___ ---s::----sc::::---,::::-------,,:::-------s::::-----e::::----~---.::::::----s::::::---e::::::--------,,::::::::------s::::::--'LL--S:::::::--~:::---.:::::::::::--ss::::::~1 I I 55 Secret Hollow Ln. Newbury Park, CA 91320 562-291-8679 , EXISTING BUILDING .L!l~J J!) TOPOGRAPHIC SITE SURVEY 2034 E. OCEANFRONT NEWPORT BEACH, CA r I. PREPARED FOR: NANCY HARRISON C/O PAUL HIREZI -I ~ ~ ~ s ,,. I I I l ,o•ialfb 9JU.,, W1'th'll p1 [ ¾.._ } Sd:sterDouqhnulc t!\ & Cc/fee 'r ill•"'P.ort ~~rt:or 0 HtQh Schoo. Y / Cor,:,na <Jcl t/ar r.,. Hl')h :'lcllCfO " 8yG~l)'Or9 Uni~e1si1~- Re-r:h P111k s j Llniver~ity of California, Irvine Allleule NeWpor1 C.D ) Beach NEY/PORT C-E"NTE"~ Po9Ms G1rd<r,s 9 Sa n J~a qu n Hills B.ALBOA PE"MHISULA " -4.,."'""~ ~11c, Gc•/1)' Ri'>t1ree NE.WPORT COAST { l Tho ~E3ar'.•t l'•lcu -till. 8 DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "NB1-4-71", SET IN THE TOP OF A 4 IN. BY 4 IN. CONCRETE POST. MONUMENT IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF F STREET AND BALBOA BOULEVARD, 81 FT. SOUTHEASTERLY OF THE CENTERLINE OF F STREET AND 27.3 FT. NORTHEASTERLY OF THE CENTERLINE OF BALBOA BOULEVARD. MONUMENT IS SET LEVEL WITH THE SIDEWALK . ELEVATION -7.828 (NAVD 88) 2015 r , 2.5' GRAPHIC SCALE SCALE: 1 "~5' 1 o· .. SHEET NO. , Total Sheet Count: 25A-002 SITE PLAN : Plotted on 1/14/21 at 3:53 PM by Greg Nutt. File Path: /Volumes/CAD/KDA/R-Harrison/Harrison ArchiCAD Models/Harrison v02.pln 1/14/212034 OCEAN FRONT ENEWPORT BEACH, CA 92661HARRISON REMODELA-002 SITE PLANLICENSEDARCHITE C T NROFILACFOETAT S IAMAR C U S KEMMER E RNO. C-29552 REN: 06/30/21 ★★ Revisions: Date: Drawn by: Date:This document, and the ideas and designs incorporated here-in, asan instrument of professional service, is the property of KemmererDesign Architecture, Inc. (KDA), and is not to be used in whole orpart, for any other project without the written authorization of KDA.This document is not to be reproduced and/or modified in any way,nor shall any reproduction of the this document be modified withoutthe prior written consent of KDA.This document has been prepared to describe proposed new workand does not necessarily represent as-built or existing conditions.The architect does not warrant, in any way, the accuracy of theinformation and shall not be responsible for any discrepancybetween this document and the existing conditions.KEMMERER DESIGNARCHITECTURE, INC.228 CREST AVE.HUNTINGTON BEACH, CA 92648p. 714.752.0052www.kdarch.comChecked by: GSN MK Job Status:#Project Status Revisions:Date: Sheet Number: Drawing:NPL = 40.00' PL = 39.64'PL = 80'PL = 80'S 16˚ 38' 43" WN 16˚ 23' 49" E△= 000˚ 16' 01" △= 000˚ 16' 00"(E) 14. 5 5' (E) 1 4 . 5 5 ' SETBACK NOTE SETBACKS ARE MEASURED FROM PROPERTY LINE TO FACE OF FINISH SURFACE, UNLESS OTHERWISE SPECIFIED. PLANNING NOTES POOLS, SPAS, WALLS, FENCES, PATIO COVERS, AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS, AND HANDRAILS OR ANY COMBINATION THEREOF SHALL NOT EXCEED 42" FROM EXISTING GRADE PRIOR TO CONSTRUCTION WITHIN THE REQUIRED FRONT SETBACK AREA. 14.48 NG 14.44 NG 14.24 NG 14.18 NG 14.01 NG 13.66 NG 14.00 NG 14.14 NG14.33 NG 14.17 NG 14.12 NG 14.23 NG 14.26 NG 14.25 NG 14.18 NG 10.05 CO N C 10.05 CO N C 10.05 CO N C 9.80 BRI C K 9.81 BRIC KWMSE PAVER SAND SEC BOX E 10'14.11 NG 14 . 0 3 N G14.27 DECK14.20 DECK14.12 DE C K 14.02 14.08 13.96 13.98 13.98 13.96 13.95 14.20 DE C K 14.35 DE C K 14.34 DE C K 14.19 NG 13.15 CO N C 12.85 CO N C 12.62 CO N C 11.69 CO N C 11.52 CO N C 11.10 CO N C 10.59 CO N C 10.51 CO N C 10.28 CO N C 10.29 CO N C 13.45 CO N C 13.24 CO N C13.27 CO N C 13.46 CO N C 13.49 CONC13.40 CONC14.30 CO N C (E) AVERAGE GRADE 12.08' EXISTING SINGLE FAMILY RESIDENCE 2034 E. OCEANFRONT NEWPORT BEACH, CA 92661 APN 048-262-022 EXISTING DECK 14.35' (E) FINISH FLOOR 14.55' EXISTING DECK 10'-10"3'-91/2" 2'-7"1'-0"(E) 1 4 . 5 5 ' 10.04 CO N C 9.81 BRIC K 9.81 BRIC K 3,186.34 sq ft NLOT COVERAGE CALCULATIONS LOT AREA 3,186.34 FT2 BUILDABLE AREA (LOT MINUS SETBACK) 2,366.51 FT2 ALLOWABLE FLOOR AREA LIMIT (BUILDABLE AREA X2) 4,733.02 FT2 REQUIRED OPEN VOLUME AREA (15%) 478 FT2 PROPOSED OPEN VOLUME AREA 1,099 FT2 3'-0"3'-0"10'-0"2,366.51 sq ft SCALE: 1" = 5'1SITE PLAN SCALE: 1" = 5'2LOT COVERAGE CALCULATIONS PA2021-006 I I I I, I. I I I I I I I I J I I I - - - /I / / / / / / / / 'I- 'I- 7 r 'I- -)f- 'I-'I- 'I- 'I- 'I- 'I- 'I- 'I- L 'I- 'I- 'I- 'I- ' r - - -- _j_ ___ _ V i 1V I / ------ r " r " =v-::.◄ ~ ' , ' , I Ft1 c:::0-------, -■D DBII.N Aftlll~ •H Total Sheet Count: 25A-101 EXISTING 1st FLOOR / DEMO PLAN : Plotted on 1/14/21 at 3:53 PM by Greg Nutt. File Path: /Volumes/CAD/KDA/R-Harrison/Harrison ArchiCAD Models/Harrison v02.pln 1/14/212034 OCEAN FRONT ENEWPORT BEACH, CA 92661HARRISON REMODELA-101 EXISTING 1st FLOOR / DEMO PLANLICENSEDARCHITE C T NROFILACFOETAT S IAMAR C U S KEMMER E RNO. C-29552 REN: 06/30/21 ★★ Revisions: Date: Drawn by: Date:This document, and the ideas and designs incorporated here-in, asan instrument of professional service, is the property of KemmererDesign Architecture, Inc. (KDA), and is not to be used in whole orpart, for any other project without the written authorization of KDA.This document is not to be reproduced and/or modified in any way,nor shall any reproduction of the this document be modified withoutthe prior written consent of KDA.This document has been prepared to describe proposed new workand does not necessarily represent as-built or existing conditions.The architect does not warrant, in any way, the accuracy of theinformation and shall not be responsible for any discrepancybetween this document and the existing conditions.KEMMERER DESIGNARCHITECTURE, INC.228 CREST AVE.HUNTINGTON BEACH, CA 92648p. 714.752.0052www.kdarch.comChecked by: GSN MK Job Status:#Project Status Revisions:Date: Sheet Number: Drawing: A2 A-503 C1 A-503 A1 A-503 D2 A-503 1 48" GAS DBL OVEN / COOKTOP 2 STAINLESS STEEL DBL BASIN SINK W/ FLEX GOOSE NECK FAUCET & "BADGER 5XP-3 ¾HP GARBAGE DISP. (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8 GALLONS PER MINUTE @ 60 PSI / MAX BOOST FLOW 2.2 GAL PER MIN. TO FILL POTS & PANS) 3 DISHWASHER 4 UNDER COUNTER MICROWAVE DRAWER 5 STAINLESS STEEL PREP SINK (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8 GALLONS PER MINUTE @ 60 PSI / MAX BOOST FLOW 2.2 GAL PER MIN. TO FILL POTS & PANS) 6 30" FREEZER 7 30" REFRIGERATOR 8 ENG. STONE COUNTERTOP 9 ENG. STONE COUNTERTOP ISLAND W/ WATERFALL EDGE 10 BALCONY / STAIR RAIL 11 MECHANICAL DUCT PLENUM 12 TOTO WATER CLOSET (SHALL HAVE AN AVERAGE WATER CONSUMPTION OF NOT MORE THAN 1.28 GALLONS OF WATER PER FLUSH) 13 WALK-IN SHOWER W/ SHOWER HEAD CONTROLS AND FLEX NOZZLE - SEE PLAN FOR SIZE - MIN 7.1 FT2 (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8 GALLONS PER MINUTE @ 80 PSI) COMBINED FOR MULTIPLE SHOWER HEADS 14 BATH TUB (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.2 GALLONS PER MINUTE) 15 UTILITY SINK w/ GARBAGE DISPOSAL (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8 GALLONS PER MINUTE @ 60 PSI / MAX BOOST FLOW 2.2 GAL PER MIN. TO FILL POTS & PANS) 16 GAS ON DEMAND WATER HEATER (INSTALL PER MANUFACTURER'S SPECIFICATION. ALL BURNERS AND IGNITION DEVICES SHALL NOT BE LESS THAN 18" ABOVE THE FLOOR. AT MIN SHALL BE SECURED IN ACCORDANCE WITH CPC, OR MODIFICATIONS MADE HERETO BY CITY, COUNTY, OR CITY AND COUNTY PURSUANT TO SECTION 17958.5) 17 TESLA BATTERY WALL 18 CABINET MILLWORK 19 CONDENSER UNIT 20 PANTRY SHELVING 21 PEDISTAL SINK (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.2 GALLONS PER MINUTE) 22 ADDRESS NUMBERS (MUST CONTRAST WITH BACKGROUND, BE ARABIC OR ALPHABETICAL LETTERS AND BE A MIN. OF 4" HIGH W/ A MINIMUM STROKE OF ½") (R319.1) 23 ⅝" TYPE 'X' GYP BOARD 24 30"x30" ATTIC ACCESS 25 WALL MOUNTED TV (PROVIDE EXTERIOR GRADE ELECTRICAL AND INTERNET CONNECTIONS FOR WALL MOUNTED TV) 26 F.A.U. FORCED AIR UNIT 27 "HEATILATOR" FIREPLACE MODEL-CRAVE 4836-B (DIRECT VENT) (GLASS COVERING OVER THE ENTIRE OPEING OF THE FIRE BOX. COMBUSTABLE AIR INTAKE FROM OUTSIDE OF THE BUILDING DIRECTLY INTO FIRE BOX OF AT LEAST 6 SQ. IN. & HAS AN ACCESSIBLE, OPERABLE & TIGHT-FITTING DAMPER OR COMBUSTION AIR CONTROL DEVICES. EXCEPTION … OUTSIDE COMBUSTION-AIR INTAKE NOT REQUIRED IF INSTALLED ON A SLAB ON GRADE AND NOT ON AN EXTERIOR WALL. A FLUE DAMPER WITH A READILY ACCESSIBLE CONTROL) UL 127, 907, 1482 / ANSI Z223.1, Z21.88, Z21.44 28 WOLF 46" PRO HOOD LINER MODEL #PL461912 OR ARCHITECT APPROVED SUBSTITUTION (500 C.F.M.) 29 HVAC SOFFIT 30 STACKABLE WASHER & DRYER (VENT TO OUTSIDE AIR. VERTICAL VENTS MUST HAVE IN LINE CLEAN OUT ACCESSIBLE FROM INSIDE OF ROOM DRYER IS INSTALLED IN) 31 ½" GYP BOARD 32 GARAGE DOOR OPENER (SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 325) 33 PRESSURE RELIEF VALVE DRAIN LOCATION 34 DECK FLEX CLASS A FIRE RATED ELASTOMERIC WATERPROOFING (OR ARCHITECT APPROVED SUBSTITUTION) (ESR-3672) 35 FIREPIT 36 BBQ 37 SHELF AND POLE 38 SHELF AND DOUBLE POLE 39 JACUZZI TUB (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.2 GALLONS PER MINUTE) 40 VANITY SINK (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.2 GALLONS PER MINUTE) 41 WET BAR / SINK AND UNDER COUNTER MINI REFRIGERATOR (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.2 GALLONS PER MINUTE) 42 LINE OF FLOOR ABOVE 43 BELFAST SINK W/ FLEX GOOSE NECK FAUCET & "BADGER 5XP-3 ¾HP GARBAGE DISP. (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8/2.2 GALLONS PER MINUTE) 44 LINE OF CEILING HEIGHT CHANGE 45 ROOF EQUIPMENT SCREEN 46 ELECTRIC CAR AND GOLF CART CHARGING STATION (UNDER SEPARATE PERMIT & PLAN CHECK) 47 18" WINE COOLER 48 WALK-IN STEAM SHOWER W/ SHOWER HEAD CONTROLS AND FLEX NOZZLE w/ BENCH SEAT (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8 GALLONS PER MINUTE @ 80 PSI) 49 TRASH COMPACTOR 50 UNDER COUNTER DRINK REFRIGERATOR 51 LINE OF ROOF ABOVE 52 DRYER EXHAUST VENT (SHALL NOT TERMINATE LESS THAT 3 FEET FROM OPERABLE WINDOW/DOOR OPENINGS) 53 FIREPLACE VENT 54 HATCHED AREA MUST BE FREE OF ALL OBSTRUCTIONS SUCH AS CABINETRY, APPLIANCES, STEPS, POSTS, ETC. OBSTRUCTIONS ALLOWED ONLY IF MOUNTED ON WALL +4'-0" HIGH FROM GARAGE FINISH FLOOR, IN FRONT 4'-0" OF THE GARAGE 55 TRASH CONTAINER 22'-7"21'-5"1 A-301 1 A-201 (E) GARAGE DW F1 A-301 1 A-301 2 A-301 2 A-301 1 A-201 2 A-201 1 A-202 2 A-202 33'-1"67'-91/2"33'-1"67'-91/2"10'-6"22'-7"21'-5"14'-61/2"31'-10"3'-11" (E) BEDROOM #2 8'-0" CLG (E) BEDROOM #3 8'-0" CLG LINEN L (E) PATIO (E) MASTER BEDROOM 8'-0" CLG(E) KITCHEN 8'-0" CLG MASTER BATH 8'-0" CLG FAUW/H (E) BATH 8'-0" CLG (E) LIVING SLOPING CLG (E) DINING SLOPING CLG FLOOR PLAN KEY NOTES SCALE: 1/4" = 1'-0"2EXISTING GARAGE PLAN SCALE: 1/4" = 1'-0"1EXISTING / DEMO 1st FLOOR PLAN PA2021-006 ~ ,_ ~ . ~ ; ~ I I . . A Et r ,._,,._ ___________ ~-~ _____ l ______ _t-------1~~~~~1__J~~~~~~~-------ccc __ L ___ _ I ' IF -~+-'---------~ L _______ _ 7 ' ' ' L ____ , I ' ' ' ' ' ' ' ' ' ' ---~----L -;..,T------7 111 I 111 I 111 I -, ' ' ' ' ' ' ' ' ' _J_ ______ J ,------ A ' ' ' ' ' ' ' ' ' ' ' -- - - ---t-·;_ -----_J ' r~~) __ >--- 'h C ' ' ' ' ' lj. 1 ', --- ~ -~ L ___________ l_f-----7---- ,---~-----------------7 ' ' ' ' ' ' u 'i u-'-/ ---~--- \/ ' I r " r " =v:::.◄ ~ ' , ' , I Ft1 c:::0-------, -■D DBII.N Aftlll~ •H Total Sheet Count: 25A-102 PROPOSED 1st FLOOR / GARAGE PLAN : Plotted on 1/14/21 at 3:53 PM by Greg Nutt. File Path: /Volumes/CAD/KDA/R-Harrison/Harrison ArchiCAD Models/Harrison v02.pln 1/14/212034 OCEAN FRONT ENEWPORT BEACH, CA 92661HARRISON REMODELA-102 PROPOSED 1st FLOOR / GARAGE PLANLICENSEDARCHITE C T NROFILACFOETAT S IAMAR C U S KEMMER E RNO. C-29552 REN: 06/30/21 ★★ Revisions: Date: Drawn by: Date:This document, and the ideas and designs incorporated here-in, asan instrument of professional service, is the property of KemmererDesign Architecture, Inc. (KDA), and is not to be used in whole orpart, for any other project without the written authorization of KDA.This document is not to be reproduced and/or modified in any way,nor shall any reproduction of the this document be modified withoutthe prior written consent of KDA.This document has been prepared to describe proposed new workand does not necessarily represent as-built or existing conditions.The architect does not warrant, in any way, the accuracy of theinformation and shall not be responsible for any discrepancybetween this document and the existing conditions.KEMMERER DESIGNARCHITECTURE, INC.228 CREST AVE.HUNTINGTON BEACH, CA 92648p. 714.752.0052www.kdarch.comChecked by: GSN MK Job Status:#Project Status Revisions:Date: Sheet Number: Drawing: A2 A-503 C1 A-503 A1 A-503 D2 A-503 1 48" GAS DBL OVEN / COOKTOP 2 STAINLESS STEEL DBL BASIN SINK W/ FLEX GOOSE NECK FAUCET & "BADGER 5XP-3 ¾HP GARBAGE DISP. (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8 GALLONS PER MINUTE @ 60 PSI / MAX BOOST FLOW 2.2 GAL PER MIN. TO FILL POTS & PANS) 3 DISHWASHER 4 UNDER COUNTER MICROWAVE DRAWER 5 STAINLESS STEEL PREP SINK (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8 GALLONS PER MINUTE @ 60 PSI / MAX BOOST FLOW 2.2 GAL PER MIN. TO FILL POTS & PANS) 6 30" FREEZER 7 30" REFRIGERATOR 8 ENG. STONE COUNTERTOP 9 ENG. STONE COUNTERTOP ISLAND W/ WATERFALL EDGE 10 BALCONY / STAIR RAIL 11 MECHANICAL DUCT PLENUM 12 TOTO WATER CLOSET (SHALL HAVE AN AVERAGE WATER CONSUMPTION OF NOT MORE THAN 1.28 GALLONS OF WATER PER FLUSH) 13 WALK-IN SHOWER W/ SHOWER HEAD CONTROLS AND FLEX NOZZLE - SEE PLAN FOR SIZE - MIN 7.1 FT2 (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8 GALLONS PER MINUTE @ 80 PSI) COMBINED FOR MULTIPLE SHOWER HEADS 14 BATH TUB (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.2 GALLONS PER MINUTE) 15 UTILITY SINK w/ GARBAGE DISPOSAL (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8 GALLONS PER MINUTE @ 60 PSI / MAX BOOST FLOW 2.2 GAL PER MIN. TO FILL POTS & PANS) 16 GAS ON DEMAND WATER HEATER (INSTALL PER MANUFACTURER'S SPECIFICATION. ALL BURNERS AND IGNITION DEVICES SHALL NOT BE LESS THAN 18" ABOVE THE FLOOR. AT MIN SHALL BE SECURED IN ACCORDANCE WITH CPC, OR MODIFICATIONS MADE HERETO BY CITY, COUNTY, OR CITY AND COUNTY PURSUANT TO SECTION 17958.5) 17 TESLA BATTERY WALL 18 CABINET MILLWORK 19 CONDENSER UNIT 20 PANTRY SHELVING 21 PEDISTAL SINK (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.2 GALLONS PER MINUTE) 22 ADDRESS NUMBERS (MUST CONTRAST WITH BACKGROUND, BE ARABIC OR ALPHABETICAL LETTERS AND BE A MIN. OF 4" HIGH W/ A MINIMUM STROKE OF ½") (R319.1) 23 ⅝" TYPE 'X' GYP BOARD 24 30"x30" ATTIC ACCESS 25 WALL MOUNTED TV (PROVIDE EXTERIOR GRADE ELECTRICAL AND INTERNET CONNECTIONS FOR WALL MOUNTED TV) 26 F.A.U. FORCED AIR UNIT 27 "HEATILATOR" FIREPLACE MODEL-CRAVE 4836-B (DIRECT VENT) (GLASS COVERING OVER THE ENTIRE OPEING OF THE FIRE BOX. COMBUSTABLE AIR INTAKE FROM OUTSIDE OF THE BUILDING DIRECTLY INTO FIRE BOX OF AT LEAST 6 SQ. IN. & HAS AN ACCESSIBLE, OPERABLE & TIGHT-FITTING DAMPER OR COMBUSTION AIR CONTROL DEVICES. EXCEPTION … OUTSIDE COMBUSTION-AIR INTAKE NOT REQUIRED IF INSTALLED ON A SLAB ON GRADE AND NOT ON AN EXTERIOR WALL. A FLUE DAMPER WITH A READILY ACCESSIBLE CONTROL) UL 127, 907, 1482 / ANSI Z223.1, Z21.88, Z21.44 28 WOLF 46" PRO HOOD LINER MODEL #PL461912 OR ARCHITECT APPROVED SUBSTITUTION (500 C.F.M.) 29 HVAC SOFFIT 30 STACKABLE WASHER & DRYER (VENT TO OUTSIDE AIR. VERTICAL VENTS MUST HAVE IN LINE CLEAN OUT ACCESSIBLE FROM INSIDE OF ROOM DRYER IS INSTALLED IN) 31 ½" GYP BOARD 32 GARAGE DOOR OPENER (SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 325) 33 PRESSURE RELIEF VALVE DRAIN LOCATION 34 DECK FLEX CLASS A FIRE RATED ELASTOMERIC WATERPROOFING (OR ARCHITECT APPROVED SUBSTITUTION) (ESR-3672) 35 FIREPIT 36 BBQ 37 SHELF AND POLE 38 SHELF AND DOUBLE POLE 39 JACUZZI TUB (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.2 GALLONS PER MINUTE) 40 VANITY SINK (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.2 GALLONS PER MINUTE) 41 WET BAR / SINK AND UNDER COUNTER MINI REFRIGERATOR (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.2 GALLONS PER MINUTE) 42 LINE OF FLOOR ABOVE 43 BELFAST SINK W/ FLEX GOOSE NECK FAUCET & "BADGER 5XP-3 ¾HP GARBAGE DISP. (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8/2.2 GALLONS PER MINUTE) 44 LINE OF CEILING HEIGHT CHANGE 45 ROOF EQUIPMENT SCREEN 46 ELECTRIC CAR AND GOLF CART CHARGING STATION (UNDER SEPARATE PERMIT & PLAN CHECK) 47 18" WINE COOLER 48 WALK-IN STEAM SHOWER W/ SHOWER HEAD CONTROLS AND FLEX NOZZLE w/ BENCH SEAT (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8 GALLONS PER MINUTE @ 80 PSI) 49 TRASH COMPACTOR 50 UNDER COUNTER DRINK REFRIGERATOR 51 LINE OF ROOF ABOVE 52 DRYER EXHAUST VENT (SHALL NOT TERMINATE LESS THAT 3 FEET FROM OPERABLE WINDOW/DOOR OPENINGS) 53 FIREPLACE VENT 54 HATCHED AREA MUST BE FREE OF ALL OBSTRUCTIONS SUCH AS CABINETRY, APPLIANCES, STEPS, POSTS, ETC. OBSTRUCTIONS ALLOWED ONLY IF MOUNTED ON WALL +4'-0" HIGH FROM GARAGE FINISH FLOOR, IN FRONT 4'-0" OF THE GARAGE 55 TRASH CONTAINER 101 101 DW 1 A-301 1 A-301 2 A-301 2 A-301 1 A-201 2 A-201 1 A-202 2 A-202 33'-1" 16'-61/2"16'-61/2"68'-91/2"33'-0" 10'-11"22'-11/2"68'-91/2"22'-5"14'-61/2"31'-10"1'-0"67'-91/2"UP12R UP10R UP7R(E) PATIO (E) MASTER BEDROOM 8'-0" CLG MASTER BATH 8'-0" CLG FAUW/H SEE 2ND FLOOR PLANS FOR INFO NOT SHOWN HERE (E) KITCHEN ±10'-10½" CLG (N) REMODELED BEDROOM #3 8'-0" CLG (E) REMODELED BEDROOM #2 8'-0" CLG (N) REMODELED BATH 8'-0" CLG (N) LIVING ±10'-10½" CLG (N) DINING ±10'-10½" CLG (E) HALL ±10'-10½" CLG 1'-0"21'-5"33'-0" 10'-11"22'-11/2"22'-5"10'-51/2"22'-7"10'-91/2"2'-11/2"9'-6"1'-5"8'-01/2"1'-5" 1 A-301 2 A-301 1 A-201 (N) GARAGE (E) GARAGE FLOOR PLAN KEY NOTES SCALE: 1/4" = 1'-0"1PROPOSED 1st FLOOR PLAN SCALE: 1/4" = 1'-0"2PROPOSED GARAGE PLAN PA2021-006 . . -,: .~ ,._ ________ ,£ . ~--~ ./ ' 1-11] uJ I I I I Et 7 ~ I I I ___ _J ----.,----------7 I I I I I I ! I I ,- ■ r~~) __ :-~- i I , A r " r " =v-::.◄ ~ ' , ' , I Ft1 c:::0-------, -■D DBII.N Aftlll~ •H Total Sheet Count: 25A-103 PROPOSED 2nd FLOOR PLAN : Plotted on 1/14/21 at 3:53 PM by Greg Nutt. File Path: /Volumes/CAD/KDA/R-Harrison/Harrison ArchiCAD Models/Harrison v02.pln 1/14/212034 OCEAN FRONT ENEWPORT BEACH, CA 92661HARRISON REMODELA-103 PROPOSED 2nd FLOOR PLANLICENSEDARCHITE C T NROFILACFOETAT S IAMAR C U S KEMMER E RNO. C-29552 REN: 06/30/21 ★★ Revisions: Date: Drawn by: Date:This document, and the ideas and designs incorporated here-in, asan instrument of professional service, is the property of KemmererDesign Architecture, Inc. (KDA), and is not to be used in whole orpart, for any other project without the written authorization of KDA.This document is not to be reproduced and/or modified in any way,nor shall any reproduction of the this document be modified withoutthe prior written consent of KDA.This document has been prepared to describe proposed new workand does not necessarily represent as-built or existing conditions.The architect does not warrant, in any way, the accuracy of theinformation and shall not be responsible for any discrepancybetween this document and the existing conditions.KEMMERER DESIGNARCHITECTURE, INC.228 CREST AVE.HUNTINGTON BEACH, CA 92648p. 714.752.0052www.kdarch.comChecked by: GSN MK Job Status:#Project Status Revisions:Date: Sheet Number: Drawing: A2 A-503 C1 A-503 A1 A-503 D2 A-503 1 48" GAS DBL OVEN / COOKTOP 2 STAINLESS STEEL DBL BASIN SINK W/ FLEX GOOSE NECK FAUCET & "BADGER 5XP-3 ¾HP GARBAGE DISP. (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8 GALLONS PER MINUTE @ 60 PSI / MAX BOOST FLOW 2.2 GAL PER MIN. TO FILL POTS & PANS) 3 DISHWASHER 4 UNDER COUNTER MICROWAVE DRAWER 5 STAINLESS STEEL PREP SINK (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8 GALLONS PER MINUTE @ 60 PSI / MAX BOOST FLOW 2.2 GAL PER MIN. TO FILL POTS & PANS) 6 30" FREEZER 7 30" REFRIGERATOR 8 ENG. STONE COUNTERTOP 9 ENG. STONE COUNTERTOP ISLAND W/ WATERFALL EDGE 10 BALCONY / STAIR RAIL 11 MECHANICAL DUCT PLENUM 12 TOTO WATER CLOSET (SHALL HAVE AN AVERAGE WATER CONSUMPTION OF NOT MORE THAN 1.28 GALLONS OF WATER PER FLUSH) 13 WALK-IN SHOWER W/ SHOWER HEAD CONTROLS AND FLEX NOZZLE - SEE PLAN FOR SIZE - MIN 7.1 FT2 (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8 GALLONS PER MINUTE @ 80 PSI) COMBINED FOR MULTIPLE SHOWER HEADS 14 BATH TUB (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.2 GALLONS PER MINUTE) 15 UTILITY SINK w/ GARBAGE DISPOSAL (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8 GALLONS PER MINUTE @ 60 PSI / MAX BOOST FLOW 2.2 GAL PER MIN. TO FILL POTS & PANS) 16 GAS ON DEMAND WATER HEATER (INSTALL PER MANUFACTURER'S SPECIFICATION. ALL BURNERS AND IGNITION DEVICES SHALL NOT BE LESS THAN 18" ABOVE THE FLOOR. AT MIN SHALL BE SECURED IN ACCORDANCE WITH CPC, OR MODIFICATIONS MADE HERETO BY CITY, COUNTY, OR CITY AND COUNTY PURSUANT TO SECTION 17958.5) 17 TESLA BATTERY WALL 18 CABINET MILLWORK 19 CONDENSER UNIT 20 PANTRY SHELVING 21 PEDISTAL SINK (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.2 GALLONS PER MINUTE) 22 ADDRESS NUMBERS (MUST CONTRAST WITH BACKGROUND, BE ARABIC OR ALPHABETICAL LETTERS AND BE A MIN. OF 4" HIGH W/ A MINIMUM STROKE OF ½") (R319.1) 23 ⅝" TYPE 'X' GYP BOARD 24 30"x30" ATTIC ACCESS 25 WALL MOUNTED TV (PROVIDE EXTERIOR GRADE ELECTRICAL AND INTERNET CONNECTIONS FOR WALL MOUNTED TV) 26 F.A.U. FORCED AIR UNIT 27 "HEATILATOR" FIREPLACE MODEL-CRAVE 4836-B (DIRECT VENT) (GLASS COVERING OVER THE ENTIRE OPEING OF THE FIRE BOX. COMBUSTABLE AIR INTAKE FROM OUTSIDE OF THE BUILDING DIRECTLY INTO FIRE BOX OF AT LEAST 6 SQ. IN. & HAS AN ACCESSIBLE, OPERABLE & TIGHT-FITTING DAMPER OR COMBUSTION AIR CONTROL DEVICES. EXCEPTION … OUTSIDE COMBUSTION-AIR INTAKE NOT REQUIRED IF INSTALLED ON A SLAB ON GRADE AND NOT ON AN EXTERIOR WALL. A FLUE DAMPER WITH A READILY ACCESSIBLE CONTROL) UL 127, 907, 1482 / ANSI Z223.1, Z21.88, Z21.44 28 WOLF 46" PRO HOOD LINER MODEL #PL461912 OR ARCHITECT APPROVED SUBSTITUTION (500 C.F.M.) 29 HVAC SOFFIT 30 STACKABLE WASHER & DRYER (VENT TO OUTSIDE AIR. VERTICAL VENTS MUST HAVE IN LINE CLEAN OUT ACCESSIBLE FROM INSIDE OF ROOM DRYER IS INSTALLED IN) 31 ½" GYP BOARD 32 GARAGE DOOR OPENER (SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 325) 33 PRESSURE RELIEF VALVE DRAIN LOCATION 34 DECK FLEX CLASS A FIRE RATED ELASTOMERIC WATERPROOFING (OR ARCHITECT APPROVED SUBSTITUTION) (ESR-3672) 35 FIREPIT 36 BBQ 37 SHELF AND POLE 38 SHELF AND DOUBLE POLE 39 JACUZZI TUB (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.2 GALLONS PER MINUTE) 40 VANITY SINK (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.2 GALLONS PER MINUTE) 41 WET BAR / SINK AND UNDER COUNTER MINI REFRIGERATOR (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.2 GALLONS PER MINUTE) 42 LINE OF FLOOR ABOVE 43 BELFAST SINK W/ FLEX GOOSE NECK FAUCET & "BADGER 5XP-3 ¾HP GARBAGE DISP. (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8/2.2 GALLONS PER MINUTE) 44 LINE OF CEILING HEIGHT CHANGE 45 ROOF EQUIPMENT SCREEN 46 ELECTRIC CAR AND GOLF CART CHARGING STATION (UNDER SEPARATE PERMIT & PLAN CHECK) 47 18" WINE COOLER 48 WALK-IN STEAM SHOWER W/ SHOWER HEAD CONTROLS AND FLEX NOZZLE w/ BENCH SEAT (SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8 GALLONS PER MINUTE @ 80 PSI) 49 TRASH COMPACTOR 50 UNDER COUNTER DRINK REFRIGERATOR 51 LINE OF ROOF ABOVE 52 DRYER EXHAUST VENT (SHALL NOT TERMINATE LESS THAT 3 FEET FROM OPERABLE WINDOW/DOOR OPENINGS) 53 FIREPLACE VENT 54 HATCHED AREA MUST BE FREE OF ALL OBSTRUCTIONS SUCH AS CABINETRY, APPLIANCES, STEPS, POSTS, ETC. OBSTRUCTIONS ALLOWED ONLY IF MOUNTED ON WALL +4'-0" HIGH FROM GARAGE FINISH FLOOR, IN FRONT 4'-0" OF THE GARAGE 55 TRASH CONTAINER 201 202 202 206 205 201 203 203 201 W26 205 W26 205205 202 203 204 203 1 A-301 1 A-301 2 A-301 2 A-301 1 A-201 2 A-201 1 A-202 2 A-202 33'-1"68'-91/2"68'-91/2"33'-0" 4'-8"6'-3"22'-11/2"1'-0"58'-11/2"9'-8"25'-11"11'-01/2"22'-2"9'-8"16'-01/2"42'-1"7'-1"18'-10"3'-7"7'-51/2"21'-2"1'-0"5'-9"1'-4"9'-5"9'-5"10'-11"5'-31/2" 5'-51/2"5'-51/2"4'-21/2"6'-61/2"8'-21/2"2'-21/2"12'-101/2"20'-21/2" 6'-8"6'-21/2"10'-11/2"10'-11/2"18'-31/2"8'-9"15'-01/2"5'-3"3'-6"2'-31/2"10'-0"2'-9"16'-3" 13'-11/2"3'-11/2" 10'-71/2"2'-6"4'-5"2'-21/2"2'-21/2"(N) MASTER BEDROOM VOL CLG (N) BEDROOM #5 VOL CLG (N) MASTER BATH VOL CLG (N) BATH #4 (N) MASTER CLOSET 8'-0" CLG (N) PLAYROOM 8'-0" CLG (N) BATH3 8'-0" CLG (N) DECK UP10R DN6RDN13RSEE 1ST FLOOR PLANS FOR INFO NOT SHOWN HERE FLOOR PLAN KEY NOTES SCALE: 1/4" = 1'-0"1PROPOSED 2ND FLOOR PLAN PA2021-006 ~ . . . . ' . . . . . . . . . . . '' . . . l -~-> . ; {~-) ,· > > ! ·~ -[t-:: ·::z-, j.:=:-, ,Y ! - //~ !✓ I I I I I I /-I I I I I I ' ' I I 'c.'! \y,, ,·/ I I I I I I I (' \/ - /~ V \✓ . . I . I I . . . I . . ;,:c I I I ~ ' I '· '· • '• . I •. '· ,•, ___ .// (-;t / / ! Cr ,.,., ' I ~,, / ,;c., / '\ ... , / ,~ / ,;c., / '\ ... , I /cf 7 <..: ' I k I , / 8 .. J ; t~ .;:.. ; /~ .. . / I I ' J" ! 11'//V, "" ii ' ' i' i' ' ' ' ' ' 1, 1, ' ' ' -' ' ' ' ' ' ' ~ ' ' ' ' " ' ' ' ' ' ' ' ' ' ' ' 11 11 ' ' ' IC: < i' ' ' ' ' 11 I I I ' ' ' ' ' ' ,---j-- ' • ,~~°+'~ ?;:1R==~~SF1 -~~~ •~ / 12' > ~ I 0 /. ' ' ' ' ' ' ---- II r I ~·· r:: ~, I I I II I I' I I I '1 I 1, I 1, I I 1, I I' I II i ------- I ! tt • W' l i \/ \/ I I . . 'j t'.r 0,. 0,. -----------------------------------------------.--. A I I ·-. I I . . ., . \_/ r " / " =v-::.◄ ~ ' , ' , I Ft1 c:::0-------, -■D DBII.N Aftlll~ •H Total Sheet Count: 25A-104 PROPOSED ROOF PLAN : Plotted on 1/14/21 at 3:53 PM by Greg Nutt. File Path: /Volumes/CAD/KDA/R-Harrison/Harrison ArchiCAD Models/Harrison v02.pln 1/14/212034 OCEAN FRONT ENEWPORT BEACH, CA 92661HARRISON REMODELA-104 PROPOSED ROOF PLANLICENSEDARCHITE C T NROFILACFOETAT S IAMAR C U S KEMMER E RNO. C-29552 REN: 06/30/21 ★★ Revisions: Date: Drawn by: Date:This document, and the ideas and designs incorporated here-in, asan instrument of professional service, is the property of KemmererDesign Architecture, Inc. (KDA), and is not to be used in whole orpart, for any other project without the written authorization of KDA.This document is not to be reproduced and/or modified in any way,nor shall any reproduction of the this document be modified withoutthe prior written consent of KDA.This document has been prepared to describe proposed new workand does not necessarily represent as-built or existing conditions.The architect does not warrant, in any way, the accuracy of theinformation and shall not be responsible for any discrepancybetween this document and the existing conditions.KEMMERER DESIGNARCHITECTURE, INC.228 CREST AVE.HUNTINGTON BEACH, CA 92648p. 714.752.0052www.kdarch.comChecked by: GSN MK Job Status:#Project Status Revisions:Date: Sheet Number: Drawing: 1 A-301 1 A-301 2 A-301 2 A-301 1 A-201 2 A-201 1 A-202 2 A-202 RIDGERIDGERIDGERIDGESLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SCALE: 1/4" = 1'-0"1PROPOSED ROOF PLAN PA2021-006 Et / -,, Et ' V . I I I I I I I I .... ,, ' ------ - ------ ------- I I I I I I I .... ,, I r ' I I I I I '-, r ' ~ I ~ I . I I I I ------l .... ,, I I I .I I I /I I I 7 I L --7 '-, ~.fT'l ~ c:::0-------, -■D DBII.N Aftlll~ •H I I I I_ ~ I I I I I I ------------I ------J I I A I I I ... I I I I & & ' '-~ Total Sheet Count: 25A-201 PROPOSED ELEVATIONS : Plotted on 1/14/21 at 3:53 PM by Greg Nutt. File Path: /Volumes/CAD/KDA/R-Harrison/Harrison ArchiCAD Models/Harrison v02.pln 1/14/212034 OCEAN FRONT ENEWPORT BEACH, CA 92661HARRISON REMODELA-201 PROPOSED ELEVATIONSLICENSEDARCHITE C T NROFILACFOETAT S IAMAR C U S KEMMER E RNO. C-29552 REN: 06/30/21 ★★ Revisions: Date: Drawn by: Date:This document, and the ideas and designs incorporated here-in, asan instrument of professional service, is the property of KemmererDesign Architecture, Inc. (KDA), and is not to be used in whole orpart, for any other project without the written authorization of KDA.This document is not to be reproduced and/or modified in any way,nor shall any reproduction of the this document be modified withoutthe prior written consent of KDA.This document has been prepared to describe proposed new workand does not necessarily represent as-built or existing conditions.The architect does not warrant, in any way, the accuracy of theinformation and shall not be responsible for any discrepancybetween this document and the existing conditions.KEMMERER DESIGNARCHITECTURE, INC.228 CREST AVE.HUNTINGTON BEACH, CA 92648p. 714.752.0052www.kdarch.comChecked by: GSN MK Job Status:#Project Status Revisions:Date: Sheet Number: Drawing:29'-101/2"24'-0"24'-0"13'-0"24'-0"5'-0"6'-81/2"8'-1"28'-41/2"9'-1"6'-8"7'-6"DEMO EXISTING ROOF 10.04' 10.50' TOP OF CURB 9.0' (NAVD 88) MIN. TOP PLATE FINISH FLOOR TOP PLATE 41.08' MAX. RIDGE HEIGHT 36.08' MAX. HEIGHT FLAT ELEMENTS 12.08' AVE GRADE TOP OF CURB TOP PLATE TOP PLATE 40.415' TOP OF RIDGE TOP PLATE FINISH FLOOR TOP PLATE WINDOW HDR 9.0' (NAVD 88) MIN. 10.05' 10.50' 12.08' AVE GRADEPROPERTYLINEPROPERTYLINEPROPERTYLINEWINDOW HDR WDW HDR 8'-0"6'-81/2"8'-1"10'-101/2"8'-1"24'-0"5'-0"6'-8"6'-8"28'-31/2"DEMO EXISTING ROOF 10.05' 9.0' (NAVD 88) MIN. TOP OF CURB TOP PLATE FINISH FLOOR TOP PLATE FINISH FLOOR TOP PLATE FINISH FLOOR TOP PLATE 40.415' TOP OF RIDGE 12.08' AVERAGE GRADE 41.08' MAX. RIDGE HEIGHT 41.08' MAX. RIDGE HEIGHT 12.08' AVE GRADE 10.50' TOP PLATE 36.08' MAX. HEIGHT FLAT ELEMENTS PROPERTY LINEPROPERTY LINE#DrgID #LayID #DrgID #LayID 1 ⅞" STUCCO 2 CONTINUOUS G.I. STUCCO SCREED 3 APPROVED SPARK ARRESTOR BY FIREPLACE MANUFACTURER 4 G.I. SADDLE & FLASHING 5 G.I. CHIMNEY CAP BY FIREPLACE MANUFACTURER 6 ROOF TO WALL G.I. FLASHING 7 ROOF MATERIAL (REFER TO ROOF NOTES) 8 STUCCO SOFFIT OVER METAL LATH W/ G.I. DRIP 9 ATTIC VENT 10 ADDRESS NUMBERS MUST CONTRAST WITH THEIR BACKGROUND - 4" HIGH MIN. WITH MIN. STROKE OF ½" PER SECTION R319.1 11 RESAWN FASCIA OR BARGE BOARD (SEE ELEVATION FOR SIZE) 12 RESAWN TRIM (SEE ELEVATION FOR SIZE) 13 SECTIONAL GARAGE DOOR 14 POT SHELF 15 LINE OF CEILING 16 LINE OF SHELF 17 DOWNSPOUT CONNECTED TO GUTTER 18 DOWNSPOUT CONNECTED TO SCUPPER OVERFLOW 19 EXTERIOR GRADE PLYWOOD SOFFIT 20 TYPICAL EXTERIOR SIDING 21 FRY REGLET - ¼" CHANNEL SCREED/CONTROL JOINT 22 TRASH CONTAINERS 23 14"x18" G.I. SCREED & LOUVERED COMBUSTION AIR VENT 24 14"x24" G.I. SCREED & LOUVERED COMBUSTION AIR VENT 25 SHADE DEVICE 26 SOLAR PHOTOVOLTAIC SYSTEM (DEFERRED SUBMITTAL) 27 W.I. GUARD RAIL - OPENINGS BETWEEN INTERMEDIATE BALUSTERS SHALL PRECLUDE THE PASSAGE OF A 4" DIAMETER SPHERE - OPENINGS BETWEEN INTERMEDIATE BALUSTERS ON THE OPENING SIDE OF STAIRS SHALL PRECLUDE THE PASSAGE OF A 4" DIAMETER MAX. SPHERE - GUARDRAIL MUST WITHSTAND A 200 LB. FORCE AT TOP OF THE RAILING ACTING IN ANY DIRECTIONS, AND A MINIMUM 50 LB. FOR INTERMEDIATE GUARD COMPONENTS 28 STEEL 'C' BEAM 29 TONGUE & GROOVE WOOD SOFFIT 30 A/C CONDENSOR 31 CRICKET 32 TEMPERED GLASS GUARDRAIL (ESR-3269) 33 EXTERIOR SHOWER HEAD & VAVLE 34 TRANSLUCENT GLASS ROOF EQUIPMENT SCREEN - GUARDRAIL MUST WITHSTAND A 200 LB. FORCE AT TOP OF THE RAILING ACTING IN ANY DIRECTIONS, AND A MINIMUM 50 LB. FOR INTERMEDIATE GUARD COMPONENTS 35 LINE OF VENT FOR FIREPLACE 36 DRYER EXHAUST VENT (SHALL NOT TERMINATE LESS THAT 3 FEET FROM OPERABLE WINDOW/DOOR OPENINGS) SCALE: 1/4" = 1'-0"1SOUTH ELEVATION SCALE: 1/4" = 1'-0"2EAST ELEVATION ELEVATION KEY NOTES PA2021-006 I I ------~ I I I . - I I IL I I I I "' - - - - --1- ' ' I \ I 11 I I I 11 I 11 I 11 I I I 11 I 11 I 11 I I I 11 I 11 I 11 I I I 1, I I I I I I I I I I I I I I I I I I I I I -----j= .. - - - - --1-- - - - - - - - - - - - - - - - - - - - - -- -L--------------- ' '' ' I ,---- 1 I ; I _j_ I _J I _J I ----' I----' I _j_ I _j_ I ' ' ' ' ---~-----------------, I I I I I I I ' -I I --I I , -------------------~ I ---------------~---------------------===-------------------~ L---------------------===-------------------------------------L ____________________ _ l]I n t - n L ,- [ c--- _ _l ' . '' ' ' ,-- - - -- - - - ----------~--. L ______ _ ~-----• i CJ ~1 __ ..!-'--=-=--=-=--=------=---=--------- ,._ - - ---=---=---=--~l_f.;;l=- ----~ 0-------------[, .................... _ ....... _ ...... __ ....... _ ............................................................................................................................................................................ ==------------0-----------------r -----------.................................................................................................................................................................................................................................................................................................................................... _~-,,---- =v-::.◄ ~ I c:::0-------, -■D DBII.N A■cllllK'Tla■ •H Total Sheet Count: 25A-202 PROPOSED ELEVATIONS : Plotted on 1/14/21 at 3:53 PM by Greg Nutt. File Path: /Volumes/CAD/KDA/R-Harrison/Harrison ArchiCAD Models/Harrison v02.pln 1/14/212034 OCEAN FRONT ENEWPORT BEACH, CA 92661HARRISON REMODELA-202 PROPOSED ELEVATIONSLICENSEDARCHITE C T NROFILACFOETAT S IAMAR C U S KEMMER E RNO. C-29552 REN: 06/30/21 ★★ Revisions: Date: Drawn by: Date:This document, and the ideas and designs incorporated here-in, asan instrument of professional service, is the property of KemmererDesign Architecture, Inc. (KDA), and is not to be used in whole orpart, for any other project without the written authorization of KDA.This document is not to be reproduced and/or modified in any way,nor shall any reproduction of the this document be modified withoutthe prior written consent of KDA.This document has been prepared to describe proposed new workand does not necessarily represent as-built or existing conditions.The architect does not warrant, in any way, the accuracy of theinformation and shall not be responsible for any discrepancybetween this document and the existing conditions.KEMMERER DESIGNARCHITECTURE, INC.228 CREST AVE.HUNTINGTON BEACH, CA 92648p. 714.752.0052www.kdarch.comChecked by: GSN MK Job Status:#Project Status Revisions:Date: Sheet Number: Drawing:10'-101/2"24'-0"5'-0"10'-101/2"28'-41/2"6'-8"8'-1"8'-1"9'-0"DEMO EXISTING ROOF 41.08' MAX. RIDGE HEIGHT 36.08' MAX. HEIGHT FLAT ELEMENTS 12.08' AVE GRADE 12.08' AVE GRADE 9.0' (NAVD 88) MIN. 9.0' (NAVD 88) MIN. 14.55' TOP PLATE DOOR HDR FIN FLR TOP PLATE 14.55'FIN FLR TOP PLATE FIN FLR FIN FLR TOP PLATE DOOR HDR 40.415' TOP OF RIDGE PROPERTYLINEPROPERTYLINE28'-41/2"10'-101/2"6'-8"8'-1"13'-0"24'-0"5'-0"8'-0"6'-8"8'-1"DEMO EXISTING ROOF 12.08' AVE GRADE 41.08' MAX. RIDGE HEIGHT TOP OF PLATE 9.0' (NAVD 88) MIN. FINISH FLOOR TOP PLATE 12.08' AVERAGE GRADE 41.08' MAX. RIDGE HEIGHT 40.415' TOP OF RIDGE WDW HDR FINISH FLOOR WDW HDR FINISH FLOOR TOP PLATE 10.50'TOP OF CURB 9.0' (NAVD 88) MIN. 36.08' MAX. HEIGHT FLAT ELEMENTS 36.08' MAX. HEIGHT FLAT ELEMENTS PROPERTYLINEPROPERTYLINE#DrgID #LayID #DrgID #LayID 1 ⅞" STUCCO 2 CONTINUOUS G.I. STUCCO SCREED 3 APPROVED SPARK ARRESTOR BY FIREPLACE MANUFACTURER 4 G.I. SADDLE & FLASHING 5 G.I. CHIMNEY CAP BY FIREPLACE MANUFACTURER 6 ROOF TO WALL G.I. FLASHING 7 ROOF MATERIAL (REFER TO ROOF NOTES) 8 STUCCO SOFFIT OVER METAL LATH W/ G.I. DRIP 9 ATTIC VENT 10 ADDRESS NUMBERS MUST CONTRAST WITH THEIR BACKGROUND - 4" HIGH MIN. WITH MIN. STROKE OF ½" PER SECTION R319.1 11 RESAWN FASCIA OR BARGE BOARD (SEE ELEVATION FOR SIZE) 12 RESAWN TRIM (SEE ELEVATION FOR SIZE) 13 SECTIONAL GARAGE DOOR 14 POT SHELF 15 LINE OF CEILING 16 LINE OF SHELF 17 DOWNSPOUT CONNECTED TO GUTTER 18 DOWNSPOUT CONNECTED TO SCUPPER OVERFLOW 19 EXTERIOR GRADE PLYWOOD SOFFIT 20 TYPICAL EXTERIOR SIDING 21 FRY REGLET - ¼" CHANNEL SCREED/CONTROL JOINT 22 TRASH CONTAINERS 23 14"x18" G.I. SCREED & LOUVERED COMBUSTION AIR VENT 24 14"x24" G.I. SCREED & LOUVERED COMBUSTION AIR VENT 25 SHADE DEVICE 26 SOLAR PHOTOVOLTAIC SYSTEM (DEFERRED SUBMITTAL) 27 W.I. GUARD RAIL - OPENINGS BETWEEN INTERMEDIATE BALUSTERS SHALL PRECLUDE THE PASSAGE OF A 4" DIAMETER SPHERE - OPENINGS BETWEEN INTERMEDIATE BALUSTERS ON THE OPENING SIDE OF STAIRS SHALL PRECLUDE THE PASSAGE OF A 4" DIAMETER MAX. SPHERE - GUARDRAIL MUST WITHSTAND A 200 LB. FORCE AT TOP OF THE RAILING ACTING IN ANY DIRECTIONS, AND A MINIMUM 50 LB. FOR INTERMEDIATE GUARD COMPONENTS 28 STEEL 'C' BEAM 29 TONGUE & GROOVE WOOD SOFFIT 30 A/C CONDENSOR 31 CRICKET 32 TEMPERED GLASS GUARDRAIL (ESR-3269) 33 EXTERIOR SHOWER HEAD & VAVLE 34 TRANSLUCENT GLASS ROOF EQUIPMENT SCREEN - GUARDRAIL MUST WITHSTAND A 200 LB. FORCE AT TOP OF THE RAILING ACTING IN ANY DIRECTIONS, AND A MINIMUM 50 LB. FOR INTERMEDIATE GUARD COMPONENTS 35 LINE OF VENT FOR FIREPLACE 36 DRYER EXHAUST VENT (SHALL NOT TERMINATE LESS THAT 3 FEET FROM OPERABLE WINDOW/DOOR OPENINGS) SCALE: 1/4" = 1'-0"1NORTH ELEVATION SCALE: 1/4" = 1'-0"2WEST ELEVATION ELEVATION KEY NOTES PA2021-006 0--------0 0----'-------s-----~ -----------7 0----L __ _ I ----0 :. ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' = ' ' ' ' = ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '= = ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '~ ' ' ' ::_ ~ ' ' ' ' ' '~ '~ ' ' ' -'= - ' ' - '= ' ' '= ' ' ~ '- ' ' '~ ' ' ' ' ~ ' '= ' - ' ' ' ' = '= ' ' ---·••" -;:,,,,-' ,,·' 'i ' I I ~ 1l I ~;:; !! I la -·1 ~I\~~~ I I I -~ ~ -~lfjt ~I" :f<• I ~, II I ~ Sc~. 1 t\><•• Ii - l~~~~l ifii ~ ii I '~{- -"= ~%; . - - -- - -- - -I·~ ,,/; - -- - - - ' I l ' ' I I I i I 1 I ~ I I ---/ .;, I I I L_' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - I L I I I --' [[ ' ' ' .:: .!. - -- -- -- - ---- ---- I ... I ----0 _L _____ --------s--- 0 - - - c'.7 - - - '0 - - - -- - -- ----"-;--- - - - ' ... - -- ---~ ' - --0---- 0------+----------0 Total Sheet Count: 25A-203 RENDERINGS : Plotted on 1/14/21 at 3:53 PM by Greg Nutt. File Path: /Volumes/CAD/KDA/R-Harrison/Harrison ArchiCAD Models/Harrison v02.pln 1/14/212034 OCEAN FRONT ENEWPORT BEACH, CA 92661HARRISON REMODELA-203 RENDERINGSLICENSEDARCHITE C T NROFILACFOETAT S IAMAR C U S KEMMER E RNO. C-29552 REN: 06/30/21 ★★ Revisions: Date: Drawn by: Date:This document, and the ideas and designs incorporated here-in, asan instrument of professional service, is the property of KemmererDesign Architecture, Inc. (KDA), and is not to be used in whole orpart, for any other project without the written authorization of KDA.This document is not to be reproduced and/or modified in any way,nor shall any reproduction of the this document be modified withoutthe prior written consent of KDA.This document has been prepared to describe proposed new workand does not necessarily represent as-built or existing conditions.The architect does not warrant, in any way, the accuracy of theinformation and shall not be responsible for any discrepancybetween this document and the existing conditions.KEMMERER DESIGNARCHITECTURE, INC.228 CREST AVE.HUNTINGTON BEACH, CA 92648p. 714.752.0052www.kdarch.comChecked by: GSN MK Job Status:#Project Status Revisions:Date: Sheet Number: Drawing: SCALE: 3/16" = 1'-0"1BEACH VIEW SCALE: 3/16" = 1'-0"2ALLEY VIEW PA2021-006 / ' ' ' ' ' \ ' ' ' ' ' ' ' \ \ ' ' ' ' ' ' ' ' ' ' , r ' " ' -----~ k V V , , V , , V , V I , ' , r ' , r ' ~ I Ft1 ,--l\....:'! r---"----, -■D DBII.N Aftlll~ •H rr.: .........., - I ' , r " ./ ~w / fr \ ' , / ' ' ,I r " \. / Total Sheet Count: 25A-301 SECTIONS : Plotted on 1/14/21 at 3:53 PM by Greg Nutt. File Path: /Volumes/CAD/KDA/R-Harrison/Harrison ArchiCAD Models/Harrison v02.pln 1/14/212034 OCEAN FRONT ENEWPORT BEACH, CA 92661HARRISON REMODELA-301 SECTIONSLICENSEDARCHITE C T NROFILACFOETAT S IAMAR C U S KEMMER E RNO. C-29552 REN: 06/30/21 ★★ Revisions: Date: Drawn by: Date:This document, and the ideas and designs incorporated here-in, asan instrument of professional service, is the property of KemmererDesign Architecture, Inc. (KDA), and is not to be used in whole orpart, for any other project without the written authorization of KDA.This document is not to be reproduced and/or modified in any way,nor shall any reproduction of the this document be modified withoutthe prior written consent of KDA.This document has been prepared to describe proposed new workand does not necessarily represent as-built or existing conditions.The architect does not warrant, in any way, the accuracy of theinformation and shall not be responsible for any discrepancybetween this document and the existing conditions.KEMMERER DESIGNARCHITECTURE, INC.228 CREST AVE.HUNTINGTON BEACH, CA 92648p. 714.752.0052www.kdarch.comChecked by: GSN MK Job Status:#Project Status Revisions:Date: Sheet Number: Drawing:71/2"10"11'-01/2"3'-71/2"8'-3"6'-8" MIN CLR6'-8" MIN CLR10"71/2"(N) LIVING HALL (N) REMODELED BEDROOM #3 (N) MASTER BEDROOM (N) MASTER BATH HALL HALL 11'-01/2"8'-1"13'-8"9'-1"SCALE: 1/4" = 1'-0"1SECTION THRU EXISTING GARAGE SCALE: 1/4" = 1'-0"2SECTION THRU NEW GARAGE PA2021-006 ' ' , r ~. ~-_____L___IL_j_-___L__1_ C , J I C <" I I i '( ,.-,•,/•'\/'•'• 1· .( 1; ·i'y·,·y1·"·· ~"~'•~ ~ -·•-·l,~)·--t,./J:-·,:.~l /'\"'(·/_·,->,)_-,:_ / >] > "{ y "i'J. -,--, '/ · 1 , -· _,,_.•,_, 0 ·,_, '( '( '\/ '\/\ •, ,~, ' ,', ~ '( ',' { ; 1• ,_ -·-'---.,_,_)._· J_cu:.c):c . .., · ,i:.<.i.'-1/;·_ l .> >' !.( > "' ----( --. --· ,__.-,j--_,1,j _ _, (-i._I i ·1. '( y'·-1 "y -1, ,,)·. / / • --"'--_.JJ_I_U ' ,_ '