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HomeMy WebLinkAbout03 - Smith Residence Remodel - PA2013-094COMMUNITY DEVELOPMENT DEPARTMENT PLANNING DIVISION 100 Civic Center Drive, P.O. Box 1768, Newport Beach, CA 92658 -8915 (949) 644 -3200 Fax: (949) 644 -3229 www.newportbeachca.gov CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT June 13, 2013 Agenda Item No. 3 SUBJECT: Smith Residence Remodel - (PA2013 -094) 220 Ruby Avenue Modification Permit No. MD2013 -009 APPLICANT: Mark Teale PLANNER: Makana Nova, Assistant Planner (949) 644 -3249, mnova @newportbeachca.gov ZONING DISTRICT /GENERAL PLAN • Zone: R -BI (Residential - Balboa Island) • General Plan: RT (Two -Unit Residential) PROJECT SUMMARY A modification permit to enclose an existing 13 -foot wide exterior staircase at an existing nonconforming duplex that would encroach two inches into the required three -foot northerly side yard setback. RECOMMENDATION 1) Conduct a public hearing; and 2) Adopt Draft Zoning Administrator Resolution No. _ approving Modification Permit No. MD2013 -009 (Attachment No. ZA 1). • The property is currently developed with a 2,741- square -foot nonconforming duplex that was constructed prior to 1958. The maximum allowable floor area for the property is 2,828 square feet (1.5 times the buildable area of the property plus 200 sq ft). The applicant's proposed addition of 87 square feet would create a residence with a total of 2,828 square feet. The result would be a duplex that is comparable in size and scale to other dwellings in the neighborhood. 1 Smith Residence Remodel Zoning Administrator June 13, 2013 Page 2 • The proposed addition consists of the enclosure of an existing exterior stairway at the first and second levels to access the rear dwelling unit at the second level located above the two -car garage. The project also includes the addition of a non - habitable attic above the second floor level, which does not count toward the gross floor area limit. Other portions of the structure would be remodeled and updated with cosmetic improvements but the existing floor plan configuration would not be altered. The additional floor area will not increase the number of dwelling units or bedrooms within the existing duplex. • A two -inch encroachment into the side yard setback is necessary to accommodate a required one -hour fire separation wall for the enclosed stairway and to maintain the three -foot minimum stairway width as required by the Building Code. • The 2 -inch by 13 -foot wide encroachment is two- stories high. The location of the encroachment is approximately 37 feet back from the street and approximately 30 feet back from the alley, which will reduce the visibility of the encroachment from Ruby Avenue and the adjacent alley. The two -inch encroachment is not significant in relation to the abutting neighbor. • The resulting 2- foot -10 -inch setback provides adequate access around the building for emergency personnel. • Section 20.52.050 (Mod ification Permits) of the Zoning Code allows deviations of 10 percent of the required setback area with the approval of a modification permit. This code section recognizes that relief from specified development standards, including minimal setback projections, may be appropriate when so doing is consistent with the purposes of the Zoning Code and the General Plan, and does not negatively impact the community at large or in the neighborhood of the specified development. • The alternative would be to require a reconfiguration of the existing first floor hallway and kitchen adjacent to the existing stairway, which would require extensive remodeling above and beyond the current scope of work. The only other alternative is to maintain the existing open stairway in its current condition. • The existing duplex is nonconforming due to the number and size of garage parking spaces provided. Pursuant to Section 20.40.040 (Off Street Parking Spaces Required) of the Zoning Code, two parking spaces per dwelling unit, one in a garage and one covered or in a garage, are required for each dwelling unit. Two garage spaces and one carport space are provided for the existing development. Section 20.38.060.2.a (Nonconforming Parking) of the Zoning Code limits additions to 10 percent of the existing structure. In this case, the size of the addition, an approximate three percent addition (87 sq. ft.) to the existing nonconforming duplex, is permitted when the new floor area is consistent with applicable development standards. TmpIt:03 -21 -13 2 Smith Residence Remodel Zoning Administrator June 13, 2013 Page 3 • The existing structure is also nonconforming because the south side yard setback projects one inch into the required 3 -foot side yard setback. Pursuant to Section 20.38.040 (Nonconforming Structures) of the Zoning Code, nonconforming structures are limited to a 50 percent addition of the existing gross floor area. The approximate three percent addition (87 sq. ft.) proposed for the existing residence falls within this limitation and is thus, permitted by right. ENVIRONMENTAL REVIEW The project qualifies for a Class 1 (Existing Structures) categorical exemption per Section 15301 of the California Environmental Quality Act. This exemption includes additions to the existing structure up to 50 percent of the existing floor area or 2,500 square feet, whichever is less and the proposed scope of work is below these limits. PUBLIC NOTICE Notice of this application was published in the Daily Pilot, mailed to all owners of property within 300 feet of the boundaries of the site (excluding intervening rights -of- way and waterways) including the applicant and posted on the subject property at least 10 days prior to the decision date, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. APPEAL PERIOD: An appeal may be filed with the Director of Community Development within fourteen (14) days following the date of action. For additional information on filing an appeal, contact the Planning Division at (949) 644 -3200. Prepared by: Makana Nova Assistant Planner [eWrill 1il, Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Site Photos ZA 4 Project Plans TmpIt:03 -21 -13 4 Attachment No. ZA 1 Draft Resolution 5 0 RESOLUTION NO. ZA2013 -0 ## A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING MODIFICATION PERMIT NO. MD2013 -009 TO ALLOW THE ENCLOSURE OF AN EXISTING EXTERIOR STAIRWAY THAT PROJECTS TWO INCHES INTO THE REQUIRED THREE -FOOT SIDE YARD SETBACK LOCATED AT 220 RUBY AVENUE (PA2013 -094) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Mark Teale, on behalf of the property owner, Larry Smith, with respect to property located at 220 Ruby Avenue, and legally described as Lot 20, Block 10, Tract Balboa Island, Section 3, requesting approval of a modification permit. 2. The applicant requests approval of a modification permit to enclose an existing 13 -foot wide exterior staircase of an existing nonconforming duplex that would encroach two inches into the required three -foot northerly side yard setback. The existing structure is nonconforming due to the number and size of garage parking spaces provided and the south side yard setback projects one inch into the required three -foot side yard setback. The approximate three percent addition (87 sq. ft.) to the existing nonconforming duplex is permitted by right pursuant to Section 20.38.060.2.a (Nonconforming Parking) of the Zoning Code, when consistent with applicable development standards. 3. The subject property is located within the Residential - Balboa Island (R -BI) Zoning District and the General Plan Land Use Element category is Two -Unit Residential (RT). 4. The subject property is located within the coastal zone. The Coastal Land Use Plan category is Two -Unit Residential (RT -E). 5. A public hearing was held on June 13, 2013, in the Corona del Mar Conference Room (Bay E -1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the meeting was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to and considered by the Zoning Administrator at this meeting. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. The project is categorically exempt under the requirements of the California Environmental Quality Act under Class 1(Existing Structures). 2. This exemption includes additions to the existing structure up to 50 percent of the existing floor area or 2,500 square feet, whichever is less and the proposed scope of work is below these limits. W Zoning Administrator Resolution No. ZA2013 -0 ## Paqe 2 of 6 SECTION 3. REQUIRED FINDINGS. In accordance with Section 20.52.050.E (Required Findings, Modification Permits) of the Newport Beach Municipal Code (NBMC), the following findings and facts in support of the findings for a Modification Permit are set forth: Finding: A. The requested modification will be compatible with existing development in the neighborhood. Facts in Support of Finding: 1. The neighborhood is comprised of a development pattern of single -unit and two -unit (duplex) dwellings. 2. Minor side yard encroachments of finish materials (stucco, siding, etc.) are not uncommon for older structures constructed on 30 -foot wide lots. The proposed addition will result in a residence that is similar in bulk and scale to others on Balboa Island. Finding: B. The granting of the modification is necessary due to practical difficulties associated with the property and that the strict application of the Zoning Code results in physical hardships that are inconsistent with the purpose and intent of the Zoning Code. Facts in Support of Finding: 1. A two -inch encroachment into the side yard setback is necessary to accommodate a required one -hour fire separation wall at the exterior wall to enclose the existing stairway. The stairs would maintain the 3 -foot minimum stairway width as required by the Building Code and would provide an entry and hallway connection to both dwelling units. 2. The existing structure and first floor plan configuration limit the area available to enclose the stairway within the buildable area of the lot. 3. The existing and proposed development will comply with the height limit, open volume, and residential design criteria as shown on the proposed plans. Finding: C. The granting of the modification is necessary due to the unique physical characteristic(s) of the property and /or structure, andlor characteristics of the use. 04 -24 -2013 N Zoning Administrator Resolution No. ZA2013 -0 ## Paqe 3 of 6 Facts in Support of Finding: 1. Strict application of the code would require a substantial increase in the scope of the project. The applicant would be required to reconfigure the existing hallway and kitchen adjacent to the exterior stairway, which would involve extensive remodeling of existing improvements. 2. The resulting reconstruction results in a physical hardship where the owner and neighbor would have to live through and endure the corrective construction effort to provide two additional inches of setback area for strict code compliance. The physical hardship of reconfiguring the adjacent kitchen and hallway areas outweigh any tangible benefits to the abutting properties or the community. 3. Enclosing the stairway will provide a secure weather proof entrance for both units. Findinq: D. There are no alternatives to the Modification Permit that could provide similar benefits to the applicant with less potential detriment to surrounding owners and occupants, the neighborhood, or to the general public. Facts in Support of Finding: 1. Without this approval, the applicant would be required to reconfigure the existing hallway and kitchen adjacent to the exterior stairway, which would involve extensive remodeling above and beyond the current scope of work. 2. The only other alternative is to maintain the existing open stairway. Finding E. The granting of the modification would not be detrimental to public health, safety, or welfare to the occupants of the property, nearby properties, the neighborhood, or the City, or result in a change in density or intensity that would be inconsistent with the provisions of this Zoning Code. Fact in Support of Finding 1. The resulting 2- foot -10 -inch setback over a 13 -foot wide portion of the side yard provides adequate access for emergency personnel. The remainder of the existing duplex has a three -foot setback at the right side yard. 2. The spatial relationships between existing development and the adjacent property suggest that the light, air, and privacy of the abutting home and property will not be negatively affected. 04 -24 -2013 I Zoning Administrator Resolution No. ZA2013 -0 ## Paqe 4 of 6 3. The location of the encroachment is approximately 37 feet back from the street and approximately 30 feet back from the alley, which will reduce the visibility of the encroachment from Ruby Avenue and the alley. 4. The applicant/owner is required to obtain a building permit. The construction will then be inspected prior to final of building permits. 5. The existing development on the property is a duplex. As such, there is no change to the density or intensity under the proposed remodel and addition. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: The Zoning Administrator of the City of Newport Beach hereby approves Modification Permit No. MD2013 -009 (PA2013 -094), subject to the conditions set forth in Exhibit A, which is attached hereto and incorporated by reference. 2. This action shall become final and effective fourteen days after the adoption of this Resolution unless within such time an appeal is filed with the Community Development Director in accordance with the provisions of Title 20 Planning and Zoning, of the Newport Beach Municipal Code. PASSED, APPROVED AND ADOPTED THIS 13th DAY OF JUNE, 2013. II Brenda Wisneski, AICP, Zoning Administrator 04 -24 -2013 10 Zoning Administrator Resolution No. ZA2013 -0 ## Paqe 5 of 6 EXHIBIT "A" CONDITIONS OF APPROVAL PLANNING The development shall be in substantial conformance with the approved site plan, floor plans and building elevations stamped and dated with the date of this approval. (Except as modified by applicable conditions of approval.) 2. Modification Permit No. MD2013 -009 shall expire unless exercised within 24 months from the date of approval as specified in Section 20.91.050 of the Newport Beach Municipal Code, unless an extension is otherwise granted. 3. A copy of the resolution with conditions of approval shall be incorporated into the Building Division and field sets of plans prior to the issuance of building permits. 4. Prior to the issuance of building permits, the applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Modification Permit file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11- inches by 17- inches. The plans shall accurately depict the elements approved by this Modification Permit and shall highlight the approved elements such that they are readily discernible from other elements of the plans. 5. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 6. The applicant shall comply with all federal, state, and local laws. Material violation of any of those laws in connection with the use may be cause for revocation of this Modification Permit. 7. The Zoning Administrator may add to or modify the conditions of approval to this Modification Permit or revoke this Modification Permit upon a determination that the operation, which is the subject of this Modification Permit, causes injury, or is detrimental to the health, safety, peace, comfort, or general welfare of the community. 8. Should the property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by the property owner. 9. To the fullest extent permitted by law, applicant shall indemnify, defend, and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney's fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly 04 -24 -2013 11 Zoning Administrator Resolution No. ZA2013 -0 ## Paqe 6 of 6 or indirectly) to City's approval of the Smith Residence Remodel including, but not limited to, Modification Permit No. MD2013 -009 (PA2013 -094). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and /or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. Building Division and Fire Department Conditions 10. The applicant is required to obtain all applicable permits from the City's Building Division and Fire Department. The construction plans must comply with the most recent, City - adopted version of the California Building Code. The construction plans must meet all applicable State Disabilities Access requirements. 11. Exterior walls located less than three feet from property lines shall be constructed of approved one -hour fire rated assembly with no openings, including vents in accordance with CRC R302.1. 12. Prior to the issuance of building permits, the project plans shall be revised to address the following comment: The project plans specified the skylight as dual pane, which suggests that the skylight is glazed with glass, which is not the case. Acralight is a plastic unit skylight listed under ESR 2415. Per ESR 2415, plastic skylights are not permitted within 6 feet of exterior walls where protected openings are required. Public Works Conditions 13. County Sanitation District fees shall be paid prior to the issuance of any building permits. 14. All improvements shall be constructed as required by Ordinance and the Public Works Department. 04 -24 -2013 12 Attachment No. ZA 2 Vicinity Map 13 �f V2 ir` L" -- �F 702 . �� , 303 * I� H 302 t V b_ 700._.__... A � BALBOAAVE � W Modification Permit No. MD2013 -009 PA2013 -094 220 Ruby Avenue 14 Attachment No. ZA 3 Site Photos 1.5 10 Attachment No. ZA 4 Project Plans 17 12 GENERAL NOTES TYPICAL MATERIAL SPECIFICATIONS 1. THE "GENERAL CONDITIONS FOR THE CONTRACT CONSTRUCTION ", A.I.A. FORM A -201 IS HEREBY MADE WATERPROOFING, EXTERIOR WALL COVERING AND ROOFING 1. ANY CONFLICT BETWEEN CODES AND THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE PART OF THESE SPECIFICATIONS. THE CONTRACTOR SHALL EXECUTE THE CONTRACT WITH THE OWNER ON PRESSURE TREATED LUMBER. UNLESS NOTED OTHERWISE PTDF SHALL BE "PRESERVE" ARSENIC AND CHROMIUM FREE AS ATTENTION OF THE ARCHITECT IMMEDIATELY AND BEFORE PROCEEDING WITH ANY OF THE WORK SO TOTAL HABITABLE AREA AN A.I.A. CONTRACT. CHANGES IN THE WORK SHALL BE ADMINISTERED, AND ADHERED TO, PER A.I.A. 1. SEE PLANS AND ELEVATIONS FOR MATERIAL SPECIFICATIONS. THE CONTRACTOR SHALL OBTAIN A COPY OF ALL PRODUCT PLUS" TREATED WITH ACO PRESERVATIVE AS MANUFACTURED BY CSI, INC. ALL FASTENERS EXPOSED TO WEATHER SHALL BE A -201. AREAS: INSTALLATION SPECIFICATIONS, ICC AND UL REPORTS AND HAVE THEM AVAILABLE ON SITE. 2. FIRE PROTECTION SYSTEM DESIGN, PERMITTING, AND CONSTRUCTION SHALL BE THE RESPONSIBILITY OF 1,752 x 1.5: 2,628 S.F. + 200 S.F. 3. THIS PROJECT SHALL COMPLY WITH CALIFORNIA ENERGY CONSERVATION STANDARDS FOR 10. THE CONTRACTOR. 2. AT BELOW GRADE WATERPROOFING (W /P) OCCURS PROVIDE "MIRACLAY" AS MANUFACTURERED BY CARLISLE COATINGS AND 3. PATCH AND REPAIR ALL SURFACES DISRUPTED OR DAMAGED DURING CONSTRUCTION TO MATCH 1 ST FLOOR REMODEL FLOOR AREA WATERPROOFING (CCW) (800) 527 -7092. BENTONITE CLAY WATERPOOFING MEMBRANE. INSTALL CCW "MIRADRAIN" BACK FILL ADJACENT SURFACE EXACTLY TO THE SATISFACTION OF THE ARCHITECT. ALL EXTERIOR GLASS SHALL BE LOW E. PROTECTION PRIOR TO BACK FILL. A MANUFACTURER'S REPRESENTATIVE SHALL INSPECT THE FLASHING AND ROUGH WORK PRIOR 4. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING. THE ARCHITECT PRIOR TO STARTING WORK. THE CONTRACTOR SHALL MAKE AND ADD ALL CORRECTIONS TO INSTALLATION. INSTALL PER MANUF. REPRESENTATIVES RECOMMENDATIONS. S. THE CONTRACTOR SHALL PROVIDE STAKING. PART OF STAKING SHALL INCLUDE CHECKING FINISH FLOOR, 2ND FLOOR REMODEL FLOOR AREA MANUFACTURERS RECOMMENDATIONS. ALL INSTALLERS SHALL HAVE A MINIMUM 10 YEARS EXPERIENCE. INSTALL PER 2. ANY OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND /OR RIDGE AND GRADE HEIGHTS. THIS WORK SHALL BE DONE PRIOR TO STARTING CONSTRUCTION. AND 3. WHERE DECK WATERPROOFING OCCURS PROVIDE "DEX -O -TEX INTERNA. LTD" DEX -O -TEX WEATHERWEAR. DEX -O -TEX RUBBER KITCHEN 2 78 SF DISCREPANCY OR CONFLICT BETWEEN THE FINISH FLOOR, ROOF OR GRADE HEIGHTS AND THE OF THE WORK SO INVOLVED. THE CONTRACTOR OR OWNER SHALL NOT PROCEED WITH ANY WORK UNTIL CEMENT TRAFFIC SURFACE 0/ FABRIC REINFORCED LATEX MEMBRANE 0/ SLIP SHEET 0/ 2 LAYERS PLYWOOD SUBFLOOR. (213) COMMENCING WITH WORK. SUBSTRATE / PLYWOOD SHEATHING MUST BE SLOPED TO DRAIN MIN. 1/4" PER FOOT. CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY LIVING ROOM 171 SF 636 -0561. MINIMUM SLOPE OF DECK SHALL BE 1/4" PER 1 FOOT. ICC REPORT ESR# 1757 3. DRAWING AND MATERIAL SPECIFICATIONS ARE INTENDED TO SHOW AND DESCRIBE DETAILS FOR A COMPLETE AND BEFORE PROCEEDING WITH ANY OF THE WORK SO INVOLVED WHERE A RIDGE HEIGHT IS SHOWN ON WHERE EXTERIOR PAINTED WOOD TRIM IS USED PROVIDE WINDSOR ONE. 7950 REDWOOD DRIVE #4 COTANTI, CA 94931. BUILDING. THE CONTRACTOR SHALL EXECUTE PARTS AND DETAILS EVEN WHEN NOT FULLY SHOWN OR TOTAL 2ND FLOOR THE ELEVATIONS, SECTIONS, OR ROOF PLAN RELATIVE TO A SURVEY, THE GENERAL CONTRACTOR SHALL 4. FLASHING. PROVIDE FLASHING PER SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA) 359 S.F. SURVEY THE RIDGE PRIOR TO SETTING RAFTERS OR SHEATHING. REPORT INFORMATION TO THE ARCHITECT ADDITIONAL GARAGE AREA RECOMMENDATIONS. (714) 547 -1821. PROVIDE FLASHING AT VALLEYS, SKYLIGHT AND CHIMNEY PENETRATIONS. - PAINT TO MATCH 4. IF DETAILS ARE CONSIDERED UNSOUND, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE IN WRITING PRIOR TO SETTING RAFTERS OR SHEATHING. ACCOUNT FOR ROOFING THICKNESS IN THE ADJACENT ROOFING. SURVEY HEIGHT. ARCHITECTURAL DRAWINGS INDICATE TOP OF SHEATHING. OBJECTION IS MADE TO THE DETAIL. 6. THE CONTRACTOR SHALL VERIFY, AND REPORT TO THE ARCHITECT, PRIOR TO BIDDING IF A POST- TENSION 5. ATTIC VENT. PROVIDE ATTIC VENTILATION AT A RATE OF 1/150 OF THE ATTIC AREA AT THE EAVES. ATTIC VENTS SHALL BE WITHOUT THE ARCHITECT'S APPROVAL RELEASES THE ARCHITECT OR RESPONSIBILITY AND LIABILITY OF ALL CONCRETE SLAB OCCURS IN EXISTING CONSTRUCTION. CORROSION RESISTIVE MATERIAL NOT LARGER THAN 1/4" SQUARE TO PREVENT VARMINT AND INSECTS FROM ENTERING THE ATTIC. 7. THE CONTRACTOR SHALL VERIFY ALL ABBREVIATIONS WITH THE ARCHITECT. CONTRACT DOCUMENTS. PER UBC. CBC 1505.3 VENTILATION. EXCEPTION 1. THE OPENING AREA MAY BE 1/300 OF THE AREA OF THE SPACE VENTILATED PROVIDED 50 PERCENT OF THE REQUIRED OPENING AREA IS PROVIDED BY VENTILATION LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET (914mm) ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. 6. SKYLIGHTS. SKYLIGHTS SHALL BE MANUFACTURED BY ACRALIGHT ESR -2415. INSTALL PER MANUFACTURERS RECOMMENDATIONS. 7. ROOFING. ROOFING SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURERS RECOMMENDATIONS. INSTALL OVER ROOFING FELT. 8. BLDG PAPER. PROVIDE WEATHER RESISTANT BARRIER DUPONT "TYVEK" HOMEWRAP UNDER ALL EXTERIOR WALL COVERING. PER CODESPROVIDE 284 S.F. CBC. PROVIDE DUPONT TWEK WHERE BUILDING PAPER IS INDICATED ON THE PLANS AND DETAILS. INSTALL PER ER-4000. FLASHING AND SEALANT AROUND ALL EXTERIOR OPENINGS. 1. ANY CONFLICT BETWEEN CODES AND THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE 9. PRESSURE TREATED LUMBER. UNLESS NOTED OTHERWISE PTDF SHALL BE "PRESERVE" ARSENIC AND CHROMIUM FREE AS ATTENTION OF THE ARCHITECT IMMEDIATELY AND BEFORE PROCEEDING WITH ANY OF THE WORK SO TOTAL HABITABLE AREA MANUFACTURED BY CHEMICAL SPECIALTIES INC. (CSI, INC.) (800) 421 -8661 EXPOSED EXTERIOR WOOD SHALL BE "PRESERVE INVOLVED. 37 S.F. PLUS" TREATED WITH ACO PRESERVATIVE AS MANUFACTURED BY CSI, INC. ALL FASTENERS EXPOSED TO WEATHER SHALL BE 2. THIS PROJECT SHALL COMPLY WITH THE C.B.0 SECURITY PROVISION 1004.3, 1016.4, 1017.11, AREAS: CORROSION RESISTANT. 1017.12,1019.6, 1005.8.1, 310.4. 220 RUBY (DOWNSTAIRS): 1,752 x 1.5: 2,628 S.F. + 200 S.F. 3. THIS PROJECT SHALL COMPLY WITH CALIFORNIA ENERGY CONSERVATION STANDARDS FOR 10. FLASHING AROUND WINDOWS SHALL BE SELF - ADHESIVE "PROTECTOWRAP" FLASHING MIN. OR EQUAL INSTALL PER ESR -1825. NON- RESIDENTIAL BUILDINGS (OR RESIDENTIAL BUILDINGS -FOR A RESIDENCE). EXISTING 1 ST FLOOR WHERE "SISALKRAFT ", "BITUTHENE" OR OTHER FIBRE REINFORCED PAPER IS INDICATED AT OPENINGS USE "PROTECTOWRAP" DRAWINGS AND SPECIFICATIONS 1 ST FLOOR REMODEL FLOOR AREA TYPICAL. 11. ALL EXTERIOR GLASS SHALL BE LOW E. 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. REPORT ANY DISCREPANCIES TO TOTAL 1 ST FLOOR 1044 S.F. THE ARCHITECT PRIOR TO STARTING WORK. THE CONTRACTOR SHALL MAKE AND ADD ALL CORRECTIONS 12. WATERPROOFING MEMBRANE BELOW TILE SHALL BE LATICRETE 9235 WATERPROOF MEMBRANE. INSTALL PER ESR -1058 AND NECESSARY DUE TO NEGLIGENT FIELD VERIFICATION AT HIS OWN EXPENSE. 2ND FLOOR REMODEL FLOOR AREA MANUFACTURERS RECOMMENDATIONS. ALL INSTALLERS SHALL HAVE A MINIMUM 10 YEARS EXPERIENCE. INSTALL PER 2. ANY OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND /OR MASTER BATH 76 SF MANUFACTURERS REQUIREMENTS. THE GENERAL CONTRACTOR SHALL MAKE AN APPOINTMENT FOR THE OWNERS, OWNERS SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHTIECT BEFORE PROCEEDING WITH ANY KITCHEN 2 78 SF REPRESENTATIVE, MANUFACTURER, GENERAL CONTRACTOR AND INSTALLER TO DISCUSS INSTALLATION DETAILS PRIOR TO OF THE WORK SO INVOLVED. THE CONTRACTOR OR OWNER SHALL NOT PROCEED WITH ANY WORK UNTIL BATH 3 55 SF COMMENCING WITH WORK. SUBSTRATE / PLYWOOD SHEATHING MUST BE SLOPED TO DRAIN MIN. 1/4" PER FOOT. THESE ITEMS ARE RESOLVED. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS. LIVING ROOM 171 SF 3. DRAWING AND MATERIAL SPECIFICATIONS ARE INTENDED TO SHOW AND DESCRIBE DETAILS FOR A COMPLETE 13. WHERE EXTERIOR PAINTED WOOD TRIM IS USED PROVIDE WINDSOR ONE. 7950 REDWOOD DRIVE #4 COTANTI, CA 94931. BUILDING. THE CONTRACTOR SHALL EXECUTE PARTS AND DETAILS EVEN WHEN NOT FULLY SHOWN OR TOTAL 2ND FLOOR 707- 665 -9663 INSTALL PER WINDSOR ONE "EXTERIOR TRIM MANUAL ". DESCRIBED. THE CONTRACTOR SHALL EXECUTE NOT FULLY SHOWN OR DESCRIBED PARTS AND DETAILS EXISTING GARAGE 359 S.F. ACCORDING TO STANDARD AND CUSTOMARY TRADE PRACTICE AND IN SIMILAR MANNER AND SPIRIT OF DETAILS WHICH ARE SHOWN ON DRAWINGS OR DESCRIBED IN SPECIFICATIONS. ADDITIONAL GARAGE AREA FEMA ANALYSIS 4. IF DETAILS ARE CONSIDERED UNSOUND, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE, NOTIFY THE ARCHITECT IMMEDIATELY. IF WORK IS PERFORMED, IT WILL BE ASSUMED THAT NO CITY POLICY: N.B.M.C. 15 50.050 OBJECTION IS MADE TO THE DETAIL. • 5. ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS OR SPECIFICATIONS BY THE OWNER OR CONTRACTOR 220 RUBY BALBOA ISLAND WITHOUT THE ARCHITECT'S APPROVAL RELEASES THE ARCHITECT OR RESPONSIBILITY AND LIABILITY OF ALL WORK SO INVOLVED. THE ARCHITECT IS NOT RESPONSIBLE FOR CONTRACTOR'S NON COMPLIANCE WITH BUILT 1984 CONTRACT DOCUMENTS. 6. THESE DRAWINGS AND /OR SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF APN: 050 - 092 -04 THE ARCHITECT. RE -USE, REPRODUCTION OF ANY KIND, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT, IS PROHIBITED. LIENS AND INSURANCE EXISTING: HABITABLE SPACE: 2382 S.F. X 166 /SF = $395,412 1. THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER (AND CLIENT WHEN APPLICABLE) WITH CERTIFIED WAIVER OF LIENS AND CERTIFIED WAIVER OF LIENS BY ALL SUBCONTRACTORS AND SUPPLIERS. GARAGE. 359 SF GARAGE X SO /SF - $28,720 S.F. - 2. THE CONTRACTOR SHALL PROVIDE WORKERS' COMPENSATION INSURANCE, COMPREHENSIVE BODILY INJURY, FIRE INSURANCE, AND PROPERTY DAMAGE LIABILITY INSURANCE FOR THE DURATION OF THE TOTAL VALUATION = $424,132 PROJECT. 3. PROTECT AND HOLD HARMLESS THE OWNER (AND CLIENT WHERE APPLICABLE) AND HIS FEMA DEPRECIATION = VALUE X FEMA 38% DEPRECIATION = ($161,170) REPRESENTATIVES, ARCHITECTS, AGENTS, ASSIGNS, CONSULTANTS, EMPLOYEES, AND OFFICERS FROM ANY LIABILITY WHAT -SO -EVER INCLUDING ATTORNEY'S FEES AND EXPENSES, FROM ANY INJURY TO ANY DEPRECIATED VALUE = $424,132 - $161,170 = $262,962 CURRENT VALUE PERSON, OR PERSONS, OR PROPERTY UNTIL COMPLETION OF THE PROJECT. 4. LIMIT OF ARCHITECTS' LIABILIY. THE OWNER (OR CLIENT WHERE APPLICABLE) AND CONTRACTOR RECOGNIZE THE INHERENT RISKS CONNECTED WITH CONSTRUCTION AND AGREE TO LIMIT ANY AND ALL $262,962/ 2 = $131,481 MAX. (HALF OF CURRENT VALUE) LIABILITY, CLAIM FOR DAMAGES, COST OF DEFENSE, AND EXPENSES TO BE LEVIED AGAINST THE ARCHITECT ON ACCOUNT OF A DESIGN DEFECT, ERROR, OMISSION, OR PROFESSIONAL NEGLIGANCE TO A SUM NOT TO EXCEED THE AMOUNT OF THE ARCHITECTS 'HOURLY FEE. ADDITION: 86 S.F. X $166 /SF $14,276 CONTRACTOR [AND OWNER] REMODEL: 380 SF X $80 /SF $30,400 1. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ALL ACCUMULATIONS OF WASTE MATERIAL OR RUBBISH CAUSED BY HIS EMPLOYEES OR SUBCONTRACTORS. AT THE COMPLETION OF THE TOTAL $44,676 < $131,481 WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH, DEBRIS, EQUIPMENT AND SURPLUS MATERIALS FROM IN AND ABOUT THE PROJECT AND LEAVE THE WORK "BROOM CLEAN." N 2. THE CONTRACTOR SHALL SITE ONCE SUBMITTING THEREFORE REBUILD TO COMPLY WITH FEMA FLOOR HEIGHT NOT REQUIRED. HE LOCATION 3. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE EXCAVATED DETERMINE SERVICES THE , PRIOR TO ALL EXCAVATION. THE CONTRACTOR SHALL REPAIR ALL DAMAGED UTILITIES DUE TO FAULTY VERIFICATION. 4. THE CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS ACCRUING TO FIRE DEPARTMENT REQUIREMENTS. FEMA ELEVATION CERTIFICATION 5. THE GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, CONSTRUCTION TAXES, AND FEES REQUIRED BY CITY, COUNTY, AND STATE LAWS, EXCEPT GENERAL BUILDING PLAN CHECK FEE WHICH NOTE TO GENERAL CONTRACTOR: BE PAID FOR OR CLIENT WHEN APPLICABLE). THE CONTRACTOR SHALL INCLUDE ALL A LICENSED SURVEYOR SHALL COMPLETE FEMA ELEVATION CERTIFICATE AND SUBMIT IT TO THE ONSTTHE ION. THE ABOVE IN CONSTRUCTION. THE 6. THE GENERAL CONTRACTOR WILL INFORM THE ARCHITECT ONE WEEK PRIOR TO FINAL INSPECTION FOR THE BUILDING DEPARTMENT INSPECTOR DURING FINAL INSPECTION. ARCHITECT TO VISIT THE SITE AS PART OF THE CONTRACT. 7. THE CONTRACTOR SHALL NOT USE ARROW TRUSS CO. IN UPLAND, CA FOR TRUSS REQUIREMENTS SYMBOLS DOORS 1. SEE SCHEDULE FOR DOOR SIZES, FEATURES, MANUFACTURER AND DETAILS. FRONT DOORS SHALL MAINTAIN 32" CLEAR IN OPEN POSITION. CRC R311.2. 2. FOR RESIDENTIAL PROJECTS: DOORS AND FRAMES FROM 1 -HOUR RATED GARAGE TO HOUSE WALLS SHALL BE RATED NO LESS THAN 20 MINUTE SMOKE CONTROL ASSEMBLY. (THE SEPARATION MAY BE LIMITED TO THE INSTALLATION OF MATERIALS APPROVED FOR 1 -HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE AND A SELF CLOSING, TIGHT FITTING, 1 -3/8" SOLID CORE WOOD DOOR, STEEL HONEYCOMB -CORE DOOR, OR A DOOR HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 20 MINUTES IS PERMITTED IN LIEU OF 1 -HOUR ASSEMBLY. DOORS SHALL BE SELF CLOSING AND LATCHING. PER CRC R302.5.1 3. ALL EXTERIOR DOORS SHALL BE WEATHER STRIPPED AT THE HEADS, JAMBS AND SILLS. WINDOWS 1. SEE SCHEDULE FOR DOOR SIZES, FEATURES, MANUFACTURER AND DETAILS. 2. ALL GLASS ADJACENT TO DOORS AND WINDOWS WITHIN 18 INCHES OF WALKING SURFACES SHALL BE FULLY TEMPERED. INSIDE OUTSIDE 3. ALL WINDOWS SHALL COMPLY WITH ANSI -S- 134.1. ALL DOORS SHALL COMPLY WITH ANSI -S -134.2 -1972. 4. ALL GLASS SHALL COMPLY WITH APPLICABLE FEDERAL CONSUMER SAFETY LAWS. F-El 5. EGRESS. ALL BEDROOMS SHALL HAVE EMERGENCY RESCUE WINDOWS OR DOORS. A. A MINIMUM 5.7 S.F. (5.0 S,F, IS ACCEPTABLE AT GRADE LEVEL) CRC R310.1.1 EXCEPTION B. MINIMUM NET CLEAR OPENING WIDTH 2O INCHES. C. MINIMUM NET OPENING HEIGHT 24 INCHES D. MAXIMUM WINDOW SILL HEIGHT OF 44 INCHES ABOVE FLOOR. THERE SHALL BE CLEAR ACCESS FROM EMERGENCY ESCAPE OPENING TO A PUBLIC WAY. VERIFY ALL WINDOWS PRIOR TO ORDERING. 6. "ALL TEMPERED GLASS SHALL BE ETCH MARKED" STAIRS 1. STAIRS SHALL BE PER CRC R311.7. SEE PLAN FOR RISE AND RUN. 10" MINIMUM TREAD AND 7.75 ". AT WINDING STAIR, 7 1/2" MINIMUM TREAD - 12" FROM INSIDE OF STAIR MAINTAIN 10" TREAD AT WALK LINE PER CRC R311.7.3.1 i' DIAMETER HANDRAIL SPACED NOT LESS THAN 1 z" FROM WALL. EXTEND HANDRAILS 6" BEYOND TOP AND BOTTOM RISERS WITH ENDS RETURNED TO WALL OR NEWEL POSTS PER PLAN. HEADROOM CLEARANCE 6-8" MINIMUM VERTICAL DIMENSION. ENCLOSED USABLE SPACE UNDER A STAIR SHALL BE PROTECTED WITH i" GYP. BOARD MIN. 2. GUARDRAILS SHALL BE 42" ABOVE FINISH FLOOR. INTERMEDIATE PICKETS SHALL BE SPACED SUCH THAT A SPHERE 4" IN DIAMETER CAN NOT PASS THROUGH. CRC R312.3 EXP 2 EXCEPT THAT ON SIDES OF A STAIR THE PICKETS MAY BE SPACED SUCH THAT A SPHERE 4 3/8" MAY NOT PASS THROUGH. 7�, ATTIC VENT AND ACCESS. WHEN ATTIC OCCURS WITH 30" MINIMUM HEADROOM, PROVIDE AN ATTIC - -� ACCESS 22"x30" (30 "x30" WHERE F.A.U. OCCURS) LOCATED IN A CORRIDOR HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. ® PREMANUFACTURED FIREPLACE WITH FLUE AND SPARK ARRESTOR BY "HEATILATOR" „LENNOX ", OR "SUPERIOR ", UL REPORT #147, OR EQUAL. PROVIDE FIREPLACE HEARTH PER MANUF. & CODE. DESA METAL PREMANUFACTURED FIREPLACES. INSTALL PER ICC REPORT ESR #2542. SKYLIGHTS. SKYLIGHTS SHALL BE MANUFACTURED BY ACRALITE. DUAL -PANE SKYLIGHT WITH ELECTRICAL OPERATION. INSTALL PER ESR -2415 AND MANUFACTURER RECOMMENDATIONS. O HARDWIRED SMOKE DETECTOR W /BATTERY BACKUP -ALL BEDROOMS AND CORRIDORS /ROOMS LEADING TO BEDROOMS. BATTERY OPERATED SMOKE DETECTOR ACCEPTABLE IN EXISTING CONSTRUCTION. CO CARBON MONOXIDE DETECTOR - HARDWIRED U.N.O - LOCATE NEAR BEDROOMS & AWAY FROM GAS APPLIANCES AS PER MANOR'S RECOMMENDATIONS r - - - PROPERTY LINE AIR CONDITIONING CONDENSER AS OCCURS. A/C A/C PROVIDE 13 SEER CARRIER EQUIPMENT ONLY. - CENTER LINE COMPLY WITH SOUND REQUIREMENTS. SETBACK LINE OR HIDDEN LINE ® BATHROOM SINK. PROVIDE FULL HEIGHT POLISHED PLATE MIRROR, UNLESS NOTED OTHERWISE. SEE BENCH MARK INTERIOR ELEVATIONS WHERE PROVIDED. ODOOR DESIGNATION SEC' SECTION REFERENCE O SHT. WINDOW DESIGNATION pT DETAIL REFERENCE ® REVISION EXISTING FIRST FLOOR PLAN [FOR REFERENCE] EXISTING SECOND FLOOR PLAN [FOR REFERENCE] EXISTING ROOF PLAN Kul [FOR REFERENCE] ZONING MODIFICATION REQUEST 1 ALLEY Project Description and Justification: The proposed project includes the addition of a stairwell (87 sf) (at the location of an existing exterior stair to be removed) to an existing two -story duplex 30.00' P.L. residence. The Owners wish to increase the use of their house as a place where their extended family can visit with enclosed access between the two units. Enclosing the stair, however, requires meeting several code parameters: I I The addition must comply with the FEMA height level. I I We have added a step up from the existing house to the addition. The addition must be under 87 sf, so as not to exceed the allowable square footage of the building. EXISTING GARAGE The addition wall adjacent to the property tine must be one -hour rated. The wall between the kitchen and the enclosed stair must also be one -hour rated and sound - rated. The stair must have 36" clear travel width. In order to meet all these parameters, we are requesting a Modification to the side yard setback. The existing building was built when City code required the 3 Io - " O ft setback to be to the stud/concrete footing and not the finish. Consequently, I o FIN. To FIN. II the existing house has a 2' -11" side yard setback. For this Modification we are AREA OF ADDITION (87 F UNIT #2 - asking for a 2' -10" setback that will allow us to meet all of the above criteria. This is only 1" more than existing. Y I N G P� I _ RES NC, I I Rio / ®I 5 7 I V � ice• 9'R °m - =? E! /®I 5 T I N RE5I)ENCE o PFOP ED - I 101 PROPERTY \�JI LINE TO FINISH (SETBACK) I I 7 SIDE YQRD EXIST ti K PER (PROP TY [SET BA ITY (LINE T FINISH_ I m M ICITY I PROPTY UNIT #1 - ILINEE T FINIS PER-- - - - - -- ENTRY I 30.00'P. IUBY AVENUE OWNER LARRY SMITH 220 RUBY AVENUE NEWPORT BEACH, CA 92662 TEL: (949) 675 -9012 ARCHITECT TEALE ARCHITECTURE 2900 BRISTOL ST., BLDG A, SUITE 203 COSTA MESA, CA 92626 TEL: (949) 975 -0123 FAX: (949) 274 -4833 MARK TEALE . ARCHITECT C -22162 CONTRACTOR NOT YET SELECTED STRUCTURAL ENGINEER GOUVIS ENGINEERING 4400 CAMPUS DRIVE NEWPORT BEACH, CA 92660 TEL: (949) 752 -1612 FAX: (949) 752 -5321 SHEET INDEX A -1 SITE PLAN, PROJECT DATA, GENERAL NOTES A -2 FIRST FLOOR PLAN, SECOND FLOOR PLAN, ROOF PLAN, AND DOOR & WINDOW SCHEDULES A -3 EXTERIOR ELEVATIONS A -6 AREA CALCULATIONS PROJECT DESCRIPTION ADDITION OF A STAIRWELL (80F) (AT THE LOCATION OF AN EXISTING EXTERIOR STAIR TO BE REMOVED) TO AN EXISTING 2 -STORY DUPLEX RESIDENCE. EXISTING ROOF DECK TO BE ENCLOSED WITH A NEW ASPHALT SHINGLE ROOF TO CREATE ATTIC SPACE. REMODEL PORTION OF PROJECT TO INCLUDE SECOND FLOOR AREAS: MASTER BATH, BATH 3, LIVING ROOM 2, AND KITCHEN 2. CODES ALL WORK AND MATERIALS SHALL CONFORM STRICTLY TO THE 2010 C.R.C., 2010 C.P.C., 2010 C.M.C., 2010 C.E.C., 2010 C.B.C., 2008 BEES (CA ENERGY) AND ALL OTHER FEDERAL, STATE AND LOCAL CODE. PROJECT DATA PROJECT DESCRIPTION: A TR 101 BLK 10 LOT 20 U APN# 050 - 092 -04 284 S.F. ADDITIONAL DECKS AND BALCONY AREA ZONE R -B1 EXIST. DECK TO BE REMOVED FOR NEW STAIR( 48 S.F.) EXIST. DECK TO BE CONVERTED TO ATTIC OCCUPANCY GROUP R -3 /U (GARAGE) TOTAL HABITABLE AREA CONSTRUCTION TYPE TYPE VB TOTAL DECK AREA 37 S.F. PARKING EXISTING TWO CAR GARAGE 359 S.F. AREAS: 2,828 S.F. ( =2,828 S.F. MAX) BUILDABLE AREA: 1,752 S.F. 220 RUBY (DOWNSTAIRS): 1,752 x 1.5: 2,628 S.F. + 200 S.F. 960 SF 220 1/2 RUBY (UPSTAIRS): z 1,509 SF EXISTING 1 ST FLOOR 960 S.F. REVISIONS: 1 ST FLOOR REMODEL FLOOR AREA 0 S.F. 1 ST FLOOR ADDITIONAL FLOOR AREA 84 S.F. TOTAL 1 ST FLOOR 1044 S.F. (HABITABLE) EXISTING 2ND FLOOR 1,422 S.F. 2ND FLOOR REMODEL FLOOR AREA 380 S.F. MASTER BATH 76 SF a KITCHEN 2 78 SF x BATH 3 55 SF E­ LIVING ROOM 171 SF 2ND FLOOR ADDITIONAL FLOOR AREA 3 S.F. TOTAL 2ND FLOOR 1425 S.F. (HABITABLE) EXISTING GARAGE 359 S.F. ADDITIONAL GARAGE AREA 0 S.F. EXISTING DECKS AND BALCONY AREA 284 S.F. ADDITIONAL DECKS AND BALCONY AREA 0 S.F. EXIST. DECK TO BE REMOVED FOR NEW STAIR( 48 S.F.) EXIST. DECK TO BE CONVERTED TO ATTIC ( -199 S.F.) TOTAL HABITABLE AREA 2,469 S.F. TOTAL DECK AREA 37 S.F. TOTAL GARAGE AREA 359 S.F. GARAGE + HABITABLE AREA 2,828 S.F. ( =2,828 S.F. MAX) BUILDABLE AREA: 1,752 S.F. cc LU 1,752 x 1.5: 2,628 S.F. + 200 S.F. = 2,828 S.F. MAX. SITE AREA 2,550 S.F VICINITY MAP Oo = = PACIFIC OCEAN _ VV, i 2 E T y v ■O. E 0 N Co N # + p N 00 N 7 N 0) T OD � U a) O E- U Lo o 00 N N 0 x m Q at E. m m rn v ca C ca CA r 33 W m CO U F� LL E• x w z_ C7 I� # 0 F W z C NNW }aJWS 'w' 'VJ }WW�Z1 -JJala p Z[JFWJxp °O° m2U1 �aJ -01n rk �Oiw'ial -_W p 1-W paO ap Z �V�I QF Uaaao pwU }aUZ� Ji- w�aU NW °W } °aa�z X° ZJU °i -W- Oa °a?WV�� 3wzi -xU� z F�nw -i-w o} 'n,a,n i x a 3UZJ- mU -wam °��- zp -F � ZwU2 - O i O -W W a-� U >mv'ttwz Ww -aW3Fa E-i mzmwma�- JWw0.' 0. NaaU Mp FBI °am a °Ula3 -FJm Uzp,vOFl -W W ,-W wa0 -ZW -i U -Uw W M InSWa WZ InUiiW~a4 =a' -ZUl UIpZ� -S Kp, �-�J _<,z 0z 0`­0 w~w -W im3rp Jwiwzz °"' 2 U1naaN Wa'2 W�Z��K p-1- 00 >x W r aaaomm0I- ma_a3aa 033auuc i- z z �G�PRK TE /TFC� F No. C 22162 Ren. 7/31/13 STgTF OF CA0 F���\P E- W z d x H w z NMI W ® N C-0 ® N Q E" C4 U W W F' Z z U CD w z Q OO J d - m � Q ZD CD O m o CO3 N LU Q si N z m E- E- F4 z_ C7 W z_ C5 H CURRENT REVISION: MODIFICATION PERMIT C/) Q w H E" Cn O Z � z E W 3 cc LU W a ~ cc w z y Cn CL CD � REVISIONS: Aml H E- a x E­ W z_ C5 H CURRENT REVISION: MODIFICATION PERMIT 2 4/15/13 d Plot Date: 05/30/13 F START DATE: 1/12/12 W z SCALE: 1/8" - V -0" d SHEET Aml 29 ROOF VENT REQUIRED ROOF VENTILATION -SEE CALC'S ROOF VENT(S) O'HAGIN'S TAPERED ROOF VENT 72.00 SQ. IN. F.A.M. LOUVER: GALV. STEEL -PAINT TO MATCH ROOFING. BACKED WITH 1/4" MESH GALV. WIRE CLOTH REQUIRED ROOF VENTILATION ROOFING WHERE "ROOFING" IS INDICATED ON THE DRAWINGS PROVIDE: CERTAINTEED FIBER -GLASS SHINGLES, UL CLASS A "PRESIDENTIAL SHAKE" ICC -ES -ESR -1389 COLOR TO BE SELECTED BY OWNER. INSTALL PER MANUF. RECOMMENDATIONS TEL: 1- 800 - 233 -8990 WEBSITE: WWW.CERTAINTEED.COM NOTE: INSTALL 0/2- LAYERS 30# ROOFING FELT ROOF VENTS FOR VENTILATION AT THE UPPER PORTION OF THE MATERIAL WEIGHT 3.55 # /SF SPACE SHALL BE INSTALLED AT LEAST 3 FEET (914mm) ABOVE 6' -0" MAX FROM DOOR. T- 0 "o.c. MAX AT KITCHEN COUNTERS. SEE EAVE OR CORNICE VENTS. PROVIDE: LOCATIO CORROSION RESISTANT FLASHING INSTALL PER S.M.A.C.N.A. STANDARDS REQUIRED NET FREE VENTILATING AREA: 24 GA. GALV. STEEL - PAINT TYP. U.N.O. ATTIC SQ. FT. 303/300= 1.01 S.F. (144 SQ.IN.) VENT AREA REQ'D FINISH / NOTES O OR APPROVED EQUAL NET FREE VENTILATING AREA AT UPPER PORTION OF THE SPACE: WEATHERPROOF (SWITCH, FIXT. OR OUTLET). PROVIDE ONE W/P RECEP. AT CONTRACTOR TO PROVIDE & INSTALL: TWO (2) NOTE: NEW ROOFING TO MATCH EXISTING ROOF VENT(S) VENTING:1 4SO.INT 72.00 SQ. IN. F.A.M. TOTAL ROOF VENT VENTING: 144 SD. IN. CORROSION RESISTANT SHEET MTL 1 D = DIMMER, MO = MANUAL ON OCCUPANT SENSOR, PE _ NET FREE VENTILATING AREA AT LOWER PORTION OF THE SPACE: WHERE INDICATED ON THE DRAWINGS AS "CORROSION RESISTANT SHEET CONTRACTOR TO PROVIDE & INSTALL: TWO (2) METAL" THE CONTRACTOR SHALL PROVIDE GALVINIZED STEEL OR 24 GA. ROOF VENTR S O'HAGIN'S TAPERED VENT 72.00 SQ. IN. F.A.M. () SHEET METAL. PROVIDE BACKPRIME AT DISSIMILAR METALS, INSTALL PER TOTAL ROOF VENT VENTING: 144 SO. IN. S.M.A.C.N.A. ROOF VENT: CORROSION RESISTANT METAL -PAINT TO MATCH ROOFING BACKED 1/4" MESH GANVANIZED WIRE CLOTH. 1 8" MIN. OPENING QUILT - - UP ROOFING ATSECOND FLOOR wl 75 W. INCANDESCENT w /BLACK BAFFLE. PROVIDE I.C. RATED FIXTURE � WHERE INSULATION OCCURS. RECESSED CLG. MOUNTED LIGHT - INT. 4" RECESSED CAN LITE W /SILVER 50% o UPPER : 144 SQ. IN. _ - OF REQ'D VENTING WHERE "BUILT -UP ROOFING" IS INDICATED ON THE DRAWINGS PROVIDE: LOWER: 144 SQ. IN. _ - OF REQ'D VENTING 50% o MR -16 LAMP. PROVIDE I.C. RATED FIXTURE WHERE INSULATION OCCURS. TOTAL VENTING 288 SO. IN. PROVIDED > 144 SQ. IN. REQ. CLASS A BUILT -UP ROOFING BY: GAF MATERIALS CORPORATION W/P ICC ESR -1274 ROOF VENTS SUPPLIED BY: 0/ PLYWOOD SHTG. INSTALL IN STRICT CONFORMANCE WITH O'HAGIN'S, INC. MANUFACTURERS RECOMMENDATIONS. INSTALL CORROSION RESISTANT Corporate Office &West Coast Mfg. Facility METAL FLASHING AS REO'D PER S.M.A.C.N.A RECOMMENDATIONS. GRAVEL 210 Classic Court, Suite 100, Rohnert Park, California 94928 COLOR AS SELECTED BY OWNER Phone: 707 /303 -3660 CEILING MOUNTED LIGHT - INT. PENDANT MOUNTED LIGHT. PROVIDE OUTLET Toll Free Phone: 800/394 -3864 SYSTEM N0. 6 www.OHAGINVENT.com SUBSTRATE: COMBUSTIBLE 15/32 INCH PLYWOOD MIN. MEMBRANE: 1 OR MORE LAYERS OF "RUBEROID TORCH" (SMOOTH OR CRC R806.2 ROOF VENTILATION - MINIMUM AREA GRANULE), "RUBEROID TORCH PLUS" (GRANULE), "RUBEROID MOP" THE TOTAL NET FREE VENTILATION AREA SHALL NOT BE LESS THAN 1/150 (SMOOTH OR GRANULE), OR "RUBEROID MOP PLUS" (GRANULE) OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE SURFACING /COATING: GRAVEL, 400LBS /SQ LOOSE LAID OR APPLIED IN A ¢ FLOOD COAT OF HOT ROOFING ASPHALT. TOTAL AREA TO 1/300 IS PERMITTED PROVIDED THAT AT LEAST 50 PERCENT AND NOT MORE THAN 80 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE THE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. (SEE "GENERAL NOTES - SECTIONS" [SHT A -3] FOR VAPOR RETARDER NOTE) NOTE TO CONTRACTOR: ROOF VENTILATION CALCULATIONS PROVIDED HERE SHALL NOT BE USED FOR ROOFING MATERIAL TAKE-OFFS/CALCULATIONS/ETC. SOUND INSULATION NOTES 1. APPROVED ACOUSTICAL SEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE SEPARATION WALL. 2. ALL PENETRATIONS INTO SOUND -RATED PARTITIONS OF FLOOR- CEILING ASSEMBLIES SHALL BE SEALED WITH APPROVED PERMANENT RESILIENT SEALANT. 3. ALL RIGID CONDUIT, DUCTS, PLUMBING PIPES AND APPLIANCE VENTS LOCATED IN SOUND ASSEMBLIES SHALL BE ISOLATED FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVES, MOUNTS OR MINIMUM 1/4" THICK APPROVED RESILIENT MATERIAL. (EXCEPTION: GAS PIPING NEED NOT BE ISOLATED.) 4. METAL VENTILATING AND CONDITIONED AIR DUCTS LOCATED IN SOUND ASSIMBLIES SHALL BE LINED. 5. MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES TO A POINT 12" BEYOND THE PIPE OR DUCT, WHENEVER A PLUMBING PIPE OR DUCT PENETRATES A FLOOR- CEILING ASSEMBLY OR WHERE SUCH UNIT PASSES THROUGH THE PLANE OF THE FLOOR- CEILING ASSEMBLY WITHIN A WALL. ELECTRICAL NOTES a SYMBOLS NOTES: - PROVIDE ALLOWANCES FOR FIXTURES AS NOTED. CONTRACTOR SHALL INCLUDE INSTALLATION AS A SEPARATE LINE ITEM. - SUBCONTRACTORS SHALL CALL FOR INSPECTION OF ROUGH BOXES BY INTERIOR DESIGNER, OWNER OR ARCHITECT 48 HOURS PRIOR TO INSTALLING WIRE AND DUCTING. ELECTRICAL SUBCONTRACTOR SHALL CONTACT THE ARCHITECT TO VERIFY LTG DESIGN PRIOR TO BIDDING. - PROVIDE MANUFACTURERS' MODEL NUMBER LISTED OR AN EQUAL. -ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE PHASE, 15 AND 20 AMPERE OUTLETS SHALL BE PROTECTED BY AN ARC FAULT CIRCUIT INTERRUPTER(S). CEC 210.12. (NOTE THAT REQUIREMENT IS FOR ENTIRE CIRCUIT, NOT JUST THE OUTLETS.) ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT CANDLE (11 LUX) AT TREADS AND LANDINGS. CRC R303.6 BATHROOM OUTLETS SHALL BE ON A DEDICATED 20 AMP CIRCUIT ALL OUTLETS TO BE TAMPER RESISTANT PER CEC 406.11. SYMBOL DESIGNATION DOOR AND PARTITIN WALL DUPLEX OUTLET -12" ABOVE FLOOR. PROVIDE OUTLETS @ 12'- 0 "O.C. MAX. & WIDTH 6' -0" MAX FROM DOOR. T- 0 "o.c. MAX AT KITCHEN COUNTERS. SEE THK. "ELECTRICAL SYMBOLS NOTES" ABOVE FOR ARC-FAULT INTERRRUPTOR LOCATIO REQUIREMENTS. FINISH / NOTES GFCI DUPLEX OUTLET - G.F.C.I. SEE "ELECTRICAL SYMBOLS NOTES" ABOVE FOR FINISH / NOTES O ARC-FAULT INTEFIRRUPTOR REQUIREMENTS. EXISTING ROOFING T WEATHERPROOF (SWITCH, FIXT. OR OUTLET). PROVIDE ONE W/P RECEP. AT w/a FRONT OF HOUSE @ EAVE AND ONE AT REAR 3 SWITCH - 42" ABOVE FLOOR (3 INDICATES 3 WAY) 1 D = DIMMER, MO = MANUAL ON OCCUPANT SENSOR, PE _ D PE PHOTOELECTRIC CELL w/ MOTION DETECTOR Mo INC.LTG.- ALL BEDROOMS HABITABLE ROOMS SHALL BE ON DIMMER . ALL I II I I I jj I I BATH & LAUNDRY SHALL BE FLUORESCENT OR BE ON MANUAL ON SENSOR. FINISH Z EXTERIOR LTG SHALL BE SWITCHED BY MOTION DETECTOR & PHOTO CELL. / RECESSED CEILING MOUNTED - INTERIOR. 6 1/2 " INCANDESCENT HALO H -7 0 75 W. INCANDESCENT w /BLACK BAFFLE. PROVIDE I.C. RATED FIXTURE � WHERE INSULATION OCCURS. RECESSED CLG. MOUNTED LIGHT - INT. 4" RECESSED CAN LITE W /SILVER MR -I6 BAFFLE. HALO LTG H -1499T HOUSING W/ BLACK REFLECTOR. 12V 35W MR -16 LAMP. PROVIDE I.C. RATED FIXTURE WHERE INSULATION OCCURS. NOTE: WIRE MASTER HALO H -7 (H70PS - SHOWER TRIM) W/P 60 W INCANDESCENT INTERIOR SHOWER OR EXTERIOR WET LOCATION FIXT. F CEILING MOUNTED LIGHT - INT. 6" RECESSED CAN LIGHT W/ BLACK BAFFLE. O PROGRESS LTG P13 -TG HOUSING W/ P6717 -31 TRIM. PL LAMP 13 W FL FL-1 5-C LAMP.( +2 W BALLAST = 15W) FL -15 -C. MUST BE PIN BASED. V CEILING MOUNTED LIGHT - INT. PENDANT MOUNTED LIGHT. PROVIDE OUTLET or BOX AND COVER. FIXTURE TO BE SELECTED BY INT. DESIGNER, OR OWNER. 1 NOTES FLOURESCENT FIXTURE - SURFACE MTD. - PRUDENTIAL P1602- 48RS -WA -120. E� 1x4 2 LAMP FIXTURE. DAMP LOG. AS OCCURS. FL -48 -S INSTALL NEW TILE COUNTER WALL MOUNTED LIGHT- INT. PROVIDE JUNCTION BOX AT HEIGHT (APPROX. D 80" AFF) VERIFY WITH OWNER. PROVIDE $100 MATERIAL ALLOWANCE PER ¢ FIXTURE. /P WALL MOUNTED LIGHT - EXT. AS SELECTED BY OWNER. FIXT. ALLOWANCE - Dw $300.00 F EXHAUST FAN /LIGHT COMBO. -ALL FANS SHALL BE BROAN LOW NOISE, LESS ®EF THAN 3 SONES. SEE NOTE BELOW FOR FAN REQUIREMENTS. BELOW WINDOW. EXHAUST FAN - 50 CFM INTERMITTENT OR 25 CFM CONTINUOUS. SHALL CONNECT DIRECTLY THE OUTSIDE, 3 FEET MINIMUM FROM A WINDOW, DOOR ®EF o REPLACE EXISTING WOOD OR OTHER OPENING. ALL FANS SHALL BE BROAN LOW NOISE, PANASONIC OR IN MASTER BATH TO REMAIN EQUAL. DUCTLESS FANS ARE UNACCEPTABLE. J BOX- REINFORCE -OWNER SUPPLIED FIXT. FLOORING. SMOKE DETECTOR - HARDWIRED U.N.O. - PROVIDE IN ALL BEDROOMS & Qs CORRIDORS LEADING TO BEDROOMS. PROVIDE BATTERY BACKUP. - DETECTORS ARE NOT TO BE LOCATED IN KITCHEN,GARAGE, OR WITHIN 3 A. REPAINT EXISTING DOOR. PREP, PRIME & PAINT. FEET FROM DOOR TO KITCHEN OR BATHROOM OR SUPPLY AIR REGISTERS. DETECTORS SHALL BE INTERCONNECTED TO SOUND AT THE SAME TIME. SEE "ELECTRICAL SYMBOLS NOTES" ABOVE FOR ARC_FAULTINTERRRUPTOR REQUIREMENTS. ® CARBON MONOXIDE DETECTOR - HARDWIRED U.N.O - LOCATE NEAR BEDROOM & AWAY FROM GAS APPLIANCES AS PER MANUF.'S RECOMMENDATIONS SPKR SPEAKER TV OUTLET i L<; �a a� 0 DOOR SCHEDULE DOOR AND PARTITIN WALL WIDTH HEIGHT THK. CORE LOCATIO TYPE FINISH / NOTES f ,[5 �a FINISH / NOTES O a EXISTING ROOFING T Fi REMAIN AT I - El ❑ �I / I II I I I jj I I OA INDICATES OVERALL DIM. FINISH Z / I I � / o Lr -L NOTE: WIRE MASTER NOTES BATH FOR BUILT -IN RADIO. REMODELED EXISTING DOOR TO V REMAIN. I 1 NOTES WINDOW SIZE INDICATES 3 INSTALL NEW TILE COUNTER AND RELOCATE EXISTING ¢ SINKS AND ELECTRICAL - -� OUTLETS. INSTALL 150OW ELECTRIC PLUMBING TO BE SPACE HEATER W/ RELOCATEDINTO WALL FINISH: BELOW WINDOW. FINISH: z o REPLACE EXISTING WOOD o IN MASTER BATH TO REMAIN FLOOR W/ NEW TILE AS IS, UNLESS NOTED FLOORING. OTHERWISE. A. REPAINT EXISTING DOOR. PREP, PRIME & PAINT. h B. PAINT NEW DOOR. PROVIDE EMTEK OR EQUAL 3 ? o z 3 ° z ° A. REPAINT EXISTING WINDOW. PREP, PRIME & ° VERIFY INCREASE SIZE FOR DOOR HARDWARE. STYLE AND FINISH TO BE II II PAINT. ¢ SELECTED PRIOR TO ORDERING. c}io - y i z° o 3 a o ❑= h C. FACTORY FINISH o w z m o STAIR B ¢ `w 400 SERIES. COLOR PER SPECIFICATION ON ❑ 3' -0" 6' -8" 13/4" S.C. ENTRY 5 o ° w ? 2.5 E `° s ? NOTES: i. EXISTING DOOR SHOWN AS REFERENCE ONLY. PLEASE VERIFY IN FIELD. O2 2' -6" 6-8" 1 3/8" S.C. STAIR B B 6 2. RELOCATE PER PLAN. 3 DOORS TO MATCH WINDOW B 9.5 8 6' -8 " 1 H.C. CLOSET MANUFACTURER. D 2' -6" x 6' -6" 16.5 FIRE RATED DOOR (SEE GENERAL NOTE 4 BELOW) O4. 4 .... .... 4. RELOCATE PER PLAN. 5. OWNER TO SELECT DOOR 6. PROVIDE COMPRESSION SEALS ALL AROUND O D 5 ❑EGRESS WINDOW: E INCLUDING THE THRESHOLD F B O6 2' -4" 5' -8" .... H.C. ATTIC G E EGRESS WINDOW: 7 20" MIN. WIDTH 36" MIN. HEIGHT 5.7 SQ. FT. MIN. OPEN AREA, , 44" MAX. SILL FROM FINISH GENERAL CONTRACTOR AND WINDOW SUPPLIER SHALL VERIFY COMPLIANCE WITH THE FOLLOWING PRIOR TO ORDERING WINDOWS: FLOOR. CONTACT ARCHITECT IMMEDIATELY 1. IN R -3 OCCUPANCY, PROVIDE EMERGENCY EGRESS FROM SLEEPING ROOMS PER CRC R310. MINIMUM AREA: 5.7 SQ. FT. (MINIMUM SHOULD THERE BE ANY CONFLICT IN THESE AREA: 5.0 SO. FT. AT GRADE LEVEL), MINIMUM WIDTH: 20 ", MINIMUM HEIGHT: 24 ", MAXIMUM SILL HEIGHT TO BE 44 ". THERE SHALL BE 20' MIN. WIDTH 36" MIN. HEIGHT 5.7 SD. FT. MIN. OPEN AREA 44" MAX. SILL FROM FINISH 8 2. ALL GLASS WITHIN 18 INCHES OF WALKING SURFACE SHALL BE FULLY TEMPERED. ALL GLASS WITHIN 24" OF EITHER VERTICAL EDGE OF TEMPERED GLASS: A DOOR IN ITS CLOSED POSITION SHALL BE FULLY TEMPERED. ALL TEMPERED GLASS TO BE ETCH MARKED. ❑ VERIFY WITH SCHEDULE. SAFETY GLASS IN 3. ALL WINDOWS SHALL COMPLY WITH ANSI -S- 134.1. ALL DOORS SHALL COMPLY WITH ANSI -S- 134.2 -1972. HAZARDOUS LOCATION SHALL BE TEMPERED, 4. ALL GLASS SHALL COMPLY WITH APPLICABLE FEDERAL CONSUMER SAFETY LAWS. LAMINATED OR WIRE GLASS. S. VERIFY ALL WINDOWS WITH ELEVATIONS PRIOR TO ORDERING GLASS TO BE ETCH MARKED. 6. ALL GLASS SHALL BE LOW E. 7. FENESTRATIONS WITH "U" FACTOR LOWER THAN DEFAULT VALUE MUST HAVE PERMANENT LABEL. OTHER FENESTRATIONS MAY HAVE A El DOOR /WINDOW ALARM" FACTORY REMOVABLE LABEL. ALL DOORS FROM HOUSE TO POOL YARD MUST 8. IN R -3 OCCUPANCY, WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72" ABOVE THE BE EQUIPPED WITH AN ALARM PER CBC FINISHED GRADE OR OTHER SURFACE BELOW, THE CLEAR OPENING MUST BE A MIN. 24" ABOVE THE FINISH FLOOR PER CPC R612.2. 3109.4.4.2. NOTES CAUTION: THE GENERAL CONTRACTOR MUST CONTACT THE OWNER AND ARCHITECT (WITH 48HBS NOTICE) FOR A MEETING WITH THE WINDOW SUPPLIER TO VERIFY EVERY WINDOW AND DOOR PRIOR TO ORDERING. OWNER SIGNED APPROVAL MUST BE OBTAINED FLOOR. CONTACT ARCHITECT IMMEDIATELY SHOULD THERE BE ANY CONFLICT IN THESE GENERAL NOTES REQUIREMENTS. THANK YOU. 1. ALL NEW DOORS WILL BE TO MATCH EXISTING. AS APPROVED BY OWNER. 2. TRUE DIVIDED LIGHTS. ❑ TEMPERED GLASS: 3. VERIFY ALL SIZES WITH ARCHITECT PRIOR TO ORDERING. VERIFY WITH SCHEDULE. SAFETY GLASS IN 4. FOR RESIDENTIAL PROJECTS: HAZARDOUS LOCATION SHALL BE TEMPERED, DOORS AND FRAMES FROM 1 -HOUR RATED GARAGE TO HOUSE WALLS SHALL BE RATED NO LESS THAN 20 MINUTE SMOKE CONTROL LAMINATED OR WIRE GLASS. ASSEMBLY. (THE SEPARATION MAY BE LIMITED TO THE INSTALLATION OF MATERIALS APPROVED FOR 1 -HOUR FIRE RESISTIVE GLASS TO BE ETCH MARKED. CONSTRUCTION ON THE GARAGE SIDE AND A SELF CLOSING, TIGHT FITTING, 1 -3/8" SOLID CORE WOOD DOOR, STEEL HONEYCOMB -CORE DOOR, OR A DOOR HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 20 MINUTES IS PERMITTED IN LIEU OF 1 -HOUR ASSEMBLY. DOORS SHALL BE SELF CLOSING AND LATCHING. PER CRC R302.5.1 5. ALL GLASS SHALL BE LOW E. 6. FENESTRATIONS WITH "U" FACTOR LOWER THAN DEFAULT VALUE MUST HAVE PERMANENT LABEL. OTHER FENESTRATIONS MAY HAVE A FACTORY REMOVABLE LABEL. 7. THE CONTRACTOR SHALL PROVIDE AND INSTALL CORROSION RESISTANT PANS BELOW ALL EXTERIOR DOORS. INCLUDE PROTECTION TO PREVENT ELECTROLYSIS BETWEEN DISSIMILAR METALS. � I \ w a 0 NEW ASPHALT ROOFING AT BACK -OF -HOUSE ROOF. SEE ROOFING SPEC. THIS SHEET. REPLACE EXISTING SKYLIGHT W/ NEW OPERABLE SKYLIGHT- SAME SIZE & LOCATION. MANUF. BY ACRALIGHT: DUAL -PANE SKYLIGHT W/ ELECTRICAL OPERATION. INSTALL PER ESR -2415 & MANUF. RECOMMENDATIONS. i NEW ROOFING TO MATCH EXISTING. SEE ROOFING SPEC. THIS SHEET. NEW ROOF TO ALIGN WITH ROOF 0/ BACK OF HOUSE TO CREATE ATTIC SPACE AT THE LOCATION OF THE EXISTING ROOF DECK. EXISTING ENTRY ROOF ,' EXISTING 2X RAILING TO TO BE DEMO'D BE DEMO'D I I I EXISTING STAIR AND ll IS I LANDING TO BEDEMO'D II I 6 NEW 2'X 4' OPERABLE I o\ - - - - -1 o SKYLIGHT, MANUF. BY I o ACRALIGHT: DUAL -PANE. INSTALL PER ESR -2415 6 & MANUF. -- - - - - -i RECOMMENDATIONS. i o - 1 ° NEW ATTIC NEW ATTIC SPACE I- - - _ Q� _ _____ (UNDER6FrHIGH- NON- HABITABLE) EF i II WINDOW SCHEDULE DOOR AND PARTITIN WALL n TYPE GLASS MATERIAL BEDROOM 3 FINISH / NOTES f ,[5 �a O a EXISTING ROOFING T Fi REMAIN AT I - El �(ITCHEI �I / I II I I I jj I I OA INDICATES OVERALL DIM. I / I I � / - Lr -L NOTE: WIRE MASTER BATH FOR BUILT -IN RADIO. REMODELED EXISTING DOOR TO M. BATH REMAIN. I 1 NOTES WINDOW SIZE INDICATES 3 INSTALL NEW TILE COUNTER AND RELOCATE EXISTING ¢ SINKS AND ELECTRICAL - -� OUTLETS. INSTALL 150OW ELECTRIC PLUMBING TO BE SPACE HEATER W/ RELOCATEDINTO WALL FINISH: BELOW WINDOW. FRAME SIZE, NOT R.O. z o REPLACE EXISTING WOOD o IN MASTER BATH TO REMAIN FLOOR W/ NEW TILE AS IS, UNLESS NOTED FLOORING. OTHERWISE. h 0 3 ? o z 3 A. REPAINT EXISTING WINDOW. PREP, PRIME & VERIFY INCREASE SIZE FOR - PAINT. J �o - o o mo B. NEW ANDERSON VINYL CLAD WOOD WINDOWS, w o w z m o ¢ `w 400 SERIES. COLOR PER SPECIFICATION ON WIDTH x HEIGHT ❑ w x 3 o ° w ? ��+ ¢ `° s ? OWNER. PROVIDE INSECT SCREEN AT ALL OPENINGS. NOTES: 1. EXISTING WINDOW SHOWN AS REFERENCE ONLY. PLEASE VERIFY IN FIELD. 2. MULL" WINDOWS TOGETHER AT FACTORY B 9.5 8 D 2' -6" x 6' -6" 16.5 N 3. PROVIDE OBSCURE GLASS. 4. RELOCATE PER PLAN. D ❑EGRESS WINDOW: E F G 20" MIN. WIDTH 36" MIN. HEIGHT 5.7 SQ. FT. MIN. OPEN AREA, , 44" MAX. SILL FROM FINISH GENERAL CONTRACTOR AND WINDOW SUPPLIER SHALL VERIFY COMPLIANCE WITH THE FOLLOWING PRIOR TO ORDERING WINDOWS: FLOOR. CONTACT ARCHITECT IMMEDIATELY 1. IN R -3 OCCUPANCY, PROVIDE EMERGENCY EGRESS FROM SLEEPING ROOMS PER CRC R310. MINIMUM AREA: 5.7 SQ. FT. (MINIMUM SHOULD THERE BE ANY CONFLICT IN THESE AREA: 5.0 SO. FT. AT GRADE LEVEL), MINIMUM WIDTH: 20 ", MINIMUM HEIGHT: 24 ", MAXIMUM SILL HEIGHT TO BE 44 ". THERE SHALL BE REQUIREMENTS. THANK YOU. CLEAR ACCESS FROM EMERGENCY ESCAPE OPENING TO A PUBLIC WAY. 2. ALL GLASS WITHIN 18 INCHES OF WALKING SURFACE SHALL BE FULLY TEMPERED. ALL GLASS WITHIN 24" OF EITHER VERTICAL EDGE OF TEMPERED GLASS: A DOOR IN ITS CLOSED POSITION SHALL BE FULLY TEMPERED. ALL TEMPERED GLASS TO BE ETCH MARKED. ❑ VERIFY WITH SCHEDULE. SAFETY GLASS IN 3. ALL WINDOWS SHALL COMPLY WITH ANSI -S- 134.1. ALL DOORS SHALL COMPLY WITH ANSI -S- 134.2 -1972. HAZARDOUS LOCATION SHALL BE TEMPERED, 4. ALL GLASS SHALL COMPLY WITH APPLICABLE FEDERAL CONSUMER SAFETY LAWS. LAMINATED OR WIRE GLASS. S. VERIFY ALL WINDOWS WITH ELEVATIONS PRIOR TO ORDERING GLASS TO BE ETCH MARKED. 6. ALL GLASS SHALL BE LOW E. 7. FENESTRATIONS WITH "U" FACTOR LOWER THAN DEFAULT VALUE MUST HAVE PERMANENT LABEL. OTHER FENESTRATIONS MAY HAVE A El DOOR /WINDOW ALARM" FACTORY REMOVABLE LABEL. ALL DOORS FROM HOUSE TO POOL YARD MUST 8. IN R -3 OCCUPANCY, WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72" ABOVE THE BE EQUIPPED WITH AN ALARM PER CBC FINISHED GRADE OR OTHER SURFACE BELOW, THE CLEAR OPENING MUST BE A MIN. 24" ABOVE THE FINISH FLOOR PER CPC R612.2. 3109.4.4.2. NOTES CAUTION: THE GENERAL CONTRACTOR MUST CONTACT THE OWNER AND ARCHITECT (WITH 48HBS NOTICE) FOR A MEETING WITH THE WINDOW SUPPLIER TO VERIFY EVERY WINDOW AND DOOR PRIOR TO ORDERING. OWNER SIGNED APPROVAL MUST BE OBTAINED PRIOR TO ORDERING. FAILURE TO DO THIS WILL PLACE ALL RESPONSIBILITY FOR THE WINDOW ORDER ON THE CONTRACTOR. F EXIST. BEDROOM 4 Lill -- F-1 LJ NEW BUILT DESK ME REMODELED BATH 3 �O ill 1 F.P. INSTALL USED BRICK I +e +e VENEER FULL HEIGHT OF FIREPLACE. INSTALL WOOD MANTEL. I II / IREMODELED SWITCHED LIVIN vOPERABLE S�KYLIGHT � _ II P D @ EAVE NEW I ONE HOUR 5 STAIR WALL D- ❑I r- EXIS I G 2X RAILING _r T�TIMMED i& NEW DEL. TOP PLATE I[ JSTAIL LED IIP-ERSTRUCTURAL II I C I 1i CLR. II - -GL , -4 i I I Iii A 3 III I SLEEPERS TOI- DiT EX. DECKFOR - 11 ______J NEW -A TIC SP -I CE i NEW 2X6 STUD WALL O i I� CAP EXISTINIWATER SPIGOT I I \ LL EXISTING COUNTER & SINK TO \BE REMOVED I I � x � l EXISTING DOOR TO BE REPLACED ` WITH NEW 24" X 5'4" ATTIC ` ACCESS DOOR I I I I I I 0 I I I I I I DOOR AND PARTITIN WALL n INSTALL NEW TILE I I EXIST. L I BEDROOM 3 NEW GLASS SHOWER f ,[5 �a O a EXISTING ROOFING T Fi REMAIN AT I - FRONT -OF- HOUSE. 0 J1111 1241 REMOVE EXISTING POCKET r-I DOOR AND PARTITIN WALL n INSTALL NEW TILE I I EXIST. L J BEDROOM 3 NEW GLASS SHOWER f ENCLOSURE AT EXISTING SHOWER 2 3 Fi l - I - / �(ITCHEI �I / I II I I I jj I I °F I / I I � / - Lr -L J1111 1241 REMOVE EXISTING POCKET r-I DOOR AND PARTITIN WALL n INSTALL NEW TILE I I EXIST. L J BEDROOM 3 NEW GLASS SHOWER f ENCLOSURE AT EXISTING SHOWER 2 3 REPLACE W/ USED BRIG r-I DEMO EXISTING SHOWER. LJ INSTALL NEW TILE KITCHEN COUNTER AND J CABINETS TO BE - - - -- RECONFI'GURED. 42 -T_ GFCI Fi l - EMODELEa - �(ITCHEI �I I II I I I jj I I °F q EXIST. BEDROOM 2 EXISTING SKYLIGHT, TO BE REMOVED. VERIFY WITH OWNER. I PATCH AND REPAIR EXISTING ! BUILT -UP ROOFING, AS REQUIRED. Till / I / I / I EXIST. M. BEDROOM C 0 GFC O +42 GFCI Jz r EXIST. M. CLOSET A SECOND FLOOR PLAN 10", KEY NOTES -FLOOR PLAN ❑PLUMBING FIXTURES AS SELECTED BY OWNER OR ARCHITECT. 1.6 GALLONG PER FLUSH W /C/ -SEE PLUMBING SYMBOLS -A -1 TEMPERED GLASS SHOWER ENCLOSURE AND DOOR TO 6-0" ABOVE THE DRAIN. DOOR SHALL SWING OUT. PROVIDE 22" MINIMUM WIDE DOOR. NET AREA OF SHOWER ENCLOSURE SHALL NOT BE LESS THAN 1,024 SQ. INCH (7.1 SQ. FT.) OF FLOOR AREA, AND A MINIMUM OF 30 INCHES DIAMETER CIRCLE. 3 TUB / SHOWER OR SHOWER SURROUND WITH CERAMIC TILE WALLS "MUDSET" WITH CEMENT PLASTER BACKING o/ WATERPROOF (W /P) MEMBRANE TO +70" ABOVE THE DRAIN PER TILE COUNCIL OF NORTH AMERICA. INSTALL W P PER ICC ESR -1058. SHOWER HEAD AT +80" A.F.F. DOOR SHALL SWING OUT. PROVIDE 22" MINIMUM WIDE DOOR. ❑ HARDWIRED SMOKE DETECTOR w BATTERY BACKUP BATTERY OPERATED 4 / SMOKE DETECTOR. CARBON MONOXIDE DETECTOR - HARDWIRED U.N.O - LOCATE NEAR BEDROOMS & AWAY FROM GAS APPLIANCES AS PER MANUF.'S RECOMMENDATIONS 5 NEW STAIRS -SEE SYMBOLS -SHEET A -1 -WOOD HANDRAIL +36" A.F.F. ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT CANDLE (11 LUX) AT THREADS AND LANDINGS. CRC R303.6 EROOF VENT(S) (O'HAGIN'S TEMPERED FLAT OR EQUAL) REQUIRED ROOF VENTILATION -SEE CALCULATIONS BELOW. �O ROOF VENT: CORROSION REISTANT METAL -PAINT TO MATCH ROOFING DI BACKED WITH 1/4" MESH GALV. WIRE CLOTH. 1/8" MINIMUM OPENINGS. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS 7 UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7 MM) GYPSUM BOARD. CRC R302.7 WALL LEGEND NOTE: VERIFY OVERALL DIMENSIONS PRIOR TO STARTING WORK. NOTIFY ARCHITECT IMMEDIATELY SHOULD THERE BE ANY DISCREPANCY. ALL DIMENSIONS SHOWN ARE TO FACE OF STUD U.N.O. EXISTING WALL - REMODELS ONLY DEMOLISH AND REMOVE EXISTING WALL - REMODELS ONLY 0 NEW INTERIOR 2x4 STUD WALL FRAMING AT 16 "o.c. U.N.O. -SEE STRUCTURAL DRAWINGS. -5/8" GYPSUM BOARD INTERIOR WALLS - PROVIDE, AT MOIST AREAS WATER RESISTANT "GREEN" GYPSUM BOARD -GREEN BOARD NOT ACCEPTABLE IN SHOWERS OR TUB SURROUNDS. PROVIDE 5/8" TYPE "X" GYPSUM BOARD AT GARAGE TO HOUSE. PROVIDE WATERPROOF MEMBRANE "BUILDING PAPER" BELOW ALL EXTERIOR WALL FINISHES. 2x FRAMING AT 16 "o.c. -SEE STRUCTURAL. PROVIDE 6" WOOD TO EARTH SEPARATION OR PRESSURE TREATED WOOD. WOOD LOCATED ON CONCRETE SLAB SHALL BE PRESSURE TREATED. PROVIDE 2x6 PLUMBING WALLS BEHIND WATERCLOSETS. NEW EXTERIOR 2x4 STUD WALL FRAMING AT 16 "o.c. U.N.O. EXTERIOR WALLS TO HAVE 1/2" PLYWOOD AT EXTERIOR SIDE. PROVIDE TWO LAYERS GRADE D PAPER OVER ALL WOOD BASE SHEATHING. 1" SHOWN FOR EXTERIOR FINISH -SEE STRUCT. DWGS NEW 2x6 STUD WALL FRAMING AT 16 "o.c. U.N.O. -SEE NOTES ABOVE. FIRST FLOOR PLAN 111M Y4 4c� A -3 E M (cm M D M C ` N � T CO r V U m U O v L E" 3 LO .6. CO W 0 N N x n ¢ a> am E- 0) m W N C of W 0) .� 3 W Co p N 3 z cal U 3 o I� E_ W z d' E~ W z Qi G d E- Z U1W }ZJW2 K - UI }WW�ZI -JJaL. pZUww JIpm Op m21n maJ -Ofn 0 o -o' a -w o �-w pap Dao z Qi >_ o <mai -x S�zFi- F wFy2¢w w Z_ zawOO p3apwmm0 \tt - -Nw Z- h-I N�zz�- wr�aw pQ J3 >ma¢�- aa¢O Owu}a Uzi- Vlwow FFOwtt °zz xow z3 ° °2_w_ pa w>paw wma_w NJ .zj -mc>K �k Z✓�F UIw UFw p} �� -aln -a aU. 3pz�'- mU�wam�m2r z� -F aw w azwU =m v�ttw °wz 2ttw -r"-w mZmwm°-�Jwmo Jm raU`^c� Qac�3 wp¢ E. am�n¢3 -'- wz"'o' -mow a�wwzwz wU0_zF _S OF Uw I.ry In °z F p mJ3 Fx p W, ww I m Jwiw Zp =Uma,,wwm Swm CtKK w�zo° >m W raaaommor¢a�a 3a wln3appwF SED ARC/ T C" TEg7 FCA F No.0 22162 Ren. 7/31/13 F OF CA0 xi E- W z_ Z� d E- E- W z NMI W � ® N CD N Q E� W v E- W E- C-3 Q z z Q OO J I.-_ C CD Q CD C0 # W J CA e � W Q d N Z m F W U) J Lu z = Q U) Q CL CC-' _j cc O CD CL CD OC O O LL_ z O Z d CD Ey F- O LL- C] w O CD z z CO3 LA- U) CC REVISIONS: E- E- W z_ C7 6 CURRENT REVISION: It 19 E- Plot Date: 05/30/13 F START DATE: 1 -12 -12 W z SCALE: 1/4" - 1' -0" d SHEET A -2 20 DEMO EXISTING SHOWER. INSTALL NEW TILE SHOWER W/ GLASS 2 3 SHOWER ENCLOSURE. l - - �I EXISTING TOILET TO M REMAIN / - NOTE: WIRE MASTER BATH FOR BUILT -IN RADIO. REMODELED EXISTING DOOR TO M. BATH REMAIN. I DEMO EXISTING COUNTER. INSTALL NEW TILE COUNTER AND RELOCATE EXISTING j SINKS AND ELECTRICAL - -� OUTLETS. INSTALL 150OW ELECTRIC PLUMBING TO BE SPACE HEATER W/ RELOCATEDINTO WALL BUILT -IN THERMASTAT IN BELOW WINDOW. SOFFIT 0/ VANITY. NOTE: EXISTING ELECTRICAL REPLACE EXISTING WOOD IN MASTER BATH TO REMAIN FLOOR W/ NEW TILE AS IS, UNLESS NOTED FLOORING. OTHERWISE. SECOND FLOOR PLAN 10", KEY NOTES -FLOOR PLAN ❑PLUMBING FIXTURES AS SELECTED BY OWNER OR ARCHITECT. 1.6 GALLONG PER FLUSH W /C/ -SEE PLUMBING SYMBOLS -A -1 TEMPERED GLASS SHOWER ENCLOSURE AND DOOR TO 6-0" ABOVE THE DRAIN. DOOR SHALL SWING OUT. PROVIDE 22" MINIMUM WIDE DOOR. NET AREA OF SHOWER ENCLOSURE SHALL NOT BE LESS THAN 1,024 SQ. INCH (7.1 SQ. FT.) OF FLOOR AREA, AND A MINIMUM OF 30 INCHES DIAMETER CIRCLE. 3 TUB / SHOWER OR SHOWER SURROUND WITH CERAMIC TILE WALLS "MUDSET" WITH CEMENT PLASTER BACKING o/ WATERPROOF (W /P) MEMBRANE TO +70" ABOVE THE DRAIN PER TILE COUNCIL OF NORTH AMERICA. INSTALL W P PER ICC ESR -1058. SHOWER HEAD AT +80" A.F.F. DOOR SHALL SWING OUT. PROVIDE 22" MINIMUM WIDE DOOR. ❑ HARDWIRED SMOKE DETECTOR w BATTERY BACKUP BATTERY OPERATED 4 / SMOKE DETECTOR. CARBON MONOXIDE DETECTOR - HARDWIRED U.N.O - LOCATE NEAR BEDROOMS & AWAY FROM GAS APPLIANCES AS PER MANUF.'S RECOMMENDATIONS 5 NEW STAIRS -SEE SYMBOLS -SHEET A -1 -WOOD HANDRAIL +36" A.F.F. ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT CANDLE (11 LUX) AT THREADS AND LANDINGS. CRC R303.6 EROOF VENT(S) (O'HAGIN'S TEMPERED FLAT OR EQUAL) REQUIRED ROOF VENTILATION -SEE CALCULATIONS BELOW. �O ROOF VENT: CORROSION REISTANT METAL -PAINT TO MATCH ROOFING DI BACKED WITH 1/4" MESH GALV. WIRE CLOTH. 1/8" MINIMUM OPENINGS. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS 7 UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7 MM) GYPSUM BOARD. CRC R302.7 WALL LEGEND NOTE: VERIFY OVERALL DIMENSIONS PRIOR TO STARTING WORK. NOTIFY ARCHITECT IMMEDIATELY SHOULD THERE BE ANY DISCREPANCY. ALL DIMENSIONS SHOWN ARE TO FACE OF STUD U.N.O. EXISTING WALL - REMODELS ONLY DEMOLISH AND REMOVE EXISTING WALL - REMODELS ONLY 0 NEW INTERIOR 2x4 STUD WALL FRAMING AT 16 "o.c. U.N.O. -SEE STRUCTURAL DRAWINGS. -5/8" GYPSUM BOARD INTERIOR WALLS - PROVIDE, AT MOIST AREAS WATER RESISTANT "GREEN" GYPSUM BOARD -GREEN BOARD NOT ACCEPTABLE IN SHOWERS OR TUB SURROUNDS. PROVIDE 5/8" TYPE "X" GYPSUM BOARD AT GARAGE TO HOUSE. PROVIDE WATERPROOF MEMBRANE "BUILDING PAPER" BELOW ALL EXTERIOR WALL FINISHES. 2x FRAMING AT 16 "o.c. -SEE STRUCTURAL. PROVIDE 6" WOOD TO EARTH SEPARATION OR PRESSURE TREATED WOOD. WOOD LOCATED ON CONCRETE SLAB SHALL BE PRESSURE TREATED. PROVIDE 2x6 PLUMBING WALLS BEHIND WATERCLOSETS. NEW EXTERIOR 2x4 STUD WALL FRAMING AT 16 "o.c. U.N.O. EXTERIOR WALLS TO HAVE 1/2" PLYWOOD AT EXTERIOR SIDE. PROVIDE TWO LAYERS GRADE D PAPER OVER ALL WOOD BASE SHEATHING. 1" SHOWN FOR EXTERIOR FINISH -SEE STRUCT. DWGS NEW 2x6 STUD WALL FRAMING AT 16 "o.c. U.N.O. -SEE NOTES ABOVE. FIRST FLOOR PLAN 111M Y4 4c� A -3 E M (cm M D M C ` N � T CO r V U m U O v L E" 3 LO .6. CO W 0 N N x n ¢ a> am E- 0) m W N C of W 0) .� 3 W Co p N 3 z cal U 3 o I� E_ W z d' E~ W z Qi G d E- Z U1W }ZJW2 K - UI }WW�ZI -JJaL. pZUww JIpm Op m21n maJ -Ofn 0 o -o' a -w o �-w pap Dao z Qi >_ o <mai -x S�zFi- F wFy2¢w w Z_ zawOO p3apwmm0 \tt - -Nw Z- h-I N�zz�- wr�aw pQ J3 >ma¢�- aa¢O Owu}a Uzi- Vlwow FFOwtt °zz xow z3 ° °2_w_ pa w>paw wma_w NJ .zj -mc>K �k Z✓�F UIw UFw p} �� -aln -a aU. 3pz�'- mU�wam�m2r z� -F aw w azwU =m v�ttw °wz 2ttw -r"-w mZmwm°-�Jwmo Jm raU`^c� Qac�3 wp¢ E. am�n¢3 -'- wz"'o' -mow a�wwzwz wU0_zF _S OF Uw I.ry In °z F p mJ3 Fx p W, ww I m Jwiw Zp =Uma,,wwm Swm CtKK w�zo° >m W raaaommor¢a�a 3a wln3appwF SED ARC/ T C" TEg7 FCA F No.0 22162 Ren. 7/31/13 F OF CA0 xi E- W z_ Z� d E- E- W z NMI W � ® N CD N Q E� W v E- W E- C-3 Q z z Q OO J I.-_ C CD Q CD C0 # W J CA e � W Q d N Z m F W U) J Lu z = Q U) Q CL CC-' _j cc O CD CL CD OC O O LL_ z O Z d CD Ey F- O LL- C] w O CD z z CO3 LA- U) CC REVISIONS: E- E- W z_ C7 6 CURRENT REVISION: It 19 E- Plot Date: 05/30/13 F START DATE: 1 -12 -12 W z SCALE: 1/4" - 1' -0" d SHEET A -2 20 NEW 2X STUD WALL W/ RIGID INSULATION BLOND WOOD RAILING TO MATCH EXISTING (W/ TURNED PICKETS AND NEWEL POSTS) NEW STAIR FRAMING PER STRUCTURAL REMOVE EX. EXT. SIDING. INSTALL 5/8" GOLD BOND SOUNDBREAK XP GYP. BC _9_19 F.SLAB - NEW FOOTING PER STRUCTURAL � EXISTING 2X RAILING TO BE DEMO'D NEW ATTIC FLOOR JOISTS PER STRUCTURAL AT LOCATION OF EX. STAIR (TO BE DEMO'D) R -191 NEW 2X WALL W/ R -13 INSULATION �I NEW ATTIC 3/4" PLYWOOD SHE SLEEPERS TO LE JEI NEW ATTIC SPA. E NEW BEAM PER STRUCTURAL NEW 2X CEILING JOISTS PER STRUCTURAL 7'75 NEW PLYWWOD ROOF SHEATHIN 0/ 2X ROOF JOISTS PER STRUCTURAL FHING 0/ 2X EX. DECK FOR R -19 INSULATION EXIST. EXIST. EXTERIOR ALCOVE BEDROOM 2 EX. FLR. JSTS. EXISTING 2X STUD WALL EXIST. KITCHEN SECTION C=C // 11// i EXISTING 2X TRIMMED & INSTALLED F EXISTING -LEFT SIDE ELEVATION 13' -43" _T AREA OF NEW ROOF PROPOSED -LEFT SIDE ELEVATION 4 r7lr ' AT I MIT 41CI!_WT I IWIT REAR ELEVATION - EXISTING FRONT ELEVATION - EXISTING AB ® S�AIRI F.SLAB. .26 KEY NOTES - ELEVATIONS 1❑ 6" MIN. F.G. TO F.F. (3" AT PAVING) -SLOPE SLOPE ADJ. GRADE AWAY FROM BLDG. ❑2 NEW ASPHALT SHINGLE ROOFING, TO MATCH EXISTING, 0/30# FELT o /ROOF SHEATHING. -SEE MATERIAL SPECIFICATIONS, SHEET A -2 ❑3 EXTERIOR PLASTER o /METAL LATH o /BUILDING PAPER STUCCO STEEL TROWEL FINISH - TO MATCH EXISTING, TYP. SEE SPECIFICATIONS BELOW 2 LAYER GRADE D PAPER (FELT) o /PLYWOOD SHEAR WALLS. ❑4 WOOD FASCIA AND GUTTER, TO MATCH EXISTING. CONEECT TO EXISTING DOWNSPOUTS -PAINT ❑5 NEW DOORS AND WINDOWS ENEW OPERABLE SKYLIGHT W/ ELECTRIC SWITCH. MANUR ACRALIGHT DUAL -PANE SKYLIGHT WITH ELECTRICAL OPERATION. INSTALL PER ESR -2415 AND MANUFACTURER RECOMMENDATIONS. GENERAL NOTES - ELEVATIONS 1. PROVIDE ADDRESS ON BUILDING PER N.B.M.C. 13.12.210 2. SEE ROOF PLAN SHEET FOR ROOF VENTILATION CALCULATIONS. MATERIAL SPECIFICATIONS EXTERIOR PLASTER WHERE "EXTERIOR PLASTER" IS INDICATED ON THE DRAWINGS PROVIDE: EXTERIOR PLASTER o /METAL LATH o /BLDG PAPER STEEL TROWEL FINISH - UNLESS NOTED OTHERWISE. PROVIDE WEEP /DRIP SCREEDS, AND CORNER BEADS AT ALL LOCATIONS PER PLASTER INSTITUTE STANDARDS. PROVIDE EXPANSION JOINTS AS INDICATED ON ELEVATIONS. THE SUBCONTRACTOR SHALL MAKE RECOMMENDATIONS WHERE TO LOCATE EXPANSION JOINTS PRIOR TO STARTING WORK AND REVIEW THE PLACEMENT WITH THE ARCHITECT. MERLEX INTEGRAL COLOR COAT COLOR: BASE COAT: P -100 CRYSTAL WHITE BLENDED W/TOP COAT: TO MATCH SIDING, AS SELECTED BY OWNER. PROVIDE COLOR SAMPLE PRIOR TO INSTALLATION. E 0 co M N ce) co O N M 00 j 46 N M N 00 ' V' U (A `� U o It t E- n t` ` CO- 0) N M x 0) v, d 4) E­ m m i rn't m C D) W N m U F Li C �) E~ 111��J x a w z c� d o E- w z_ L7 d 0 d E- w fnW }ZJW$ Z -VI }WW W'ZI -JJ¢li ZUI-w Ji Up O0 mSN �¢J -OVl rM O �-w oQOOQU Z UNOp o <cwaWo 3> Z H UIiaQO UwV }wUZI- JI- W�dU wowF� -p4�pZ xo Z_UO2 -w- a >U¢w ap Q?winJ 3wz� -�V� �FJ U. W J=m U -W am Up�l- ZU -Fw 1/l Z�UU��N�WZ WW �ZW3�wW U w M Q I-W p�Q3 'QOO]Z ZUSpU UW �NHSQtt? }NUSSF~Q�— " -W¢�ZN E- Jw2WZZpw UN�WNwi SWOZi WK p,' —i00 >2 w ¢QQODMO�- m_a3Q a0n zmuuw� z z GENS�D ARCH l �PRK TF,q ,.FC, No.0 22162 R. 7 /31/13 F OF CAl1FO E­ w z d E- E- r4 z c� z 0 a W J W E- � � x o E- Lu y w z c� REVISIONS: 1 CURRENT REVISION: 1 E- E- E- w z E- <4 Plot Date: 05/30/13 F START DATE: 1/12/12 w z SCALE: 1/411- 1' -0" SHEET A -3 22 E� x E� W w w C z W C C`I ® N N L _ _ Lu U U z z W J C/) m J m� �C/) _ � °m v 0 0 J J e � � V V Q W 6 Q m d c\I C z W m c 6 r4 z c� z 0 a W J W E- � � x o E- Lu y w z c� REVISIONS: 1 CURRENT REVISION: 1 E- E- E- w z E- <4 Plot Date: 05/30/13 F START DATE: 1/12/12 w z SCALE: 1/411- 1' -0" SHEET A -3 22 1 CURRENT REVISION: 1 E- E- E- w z E- <4 Plot Date: 05/30/13 F START DATE: 1/12/12 w z SCALE: 1/411- 1' -0" SHEET A -3 22 AREAS: 220 RUBY (DOWNSTAIRS): 960 SF 220 1/2 RUBY (UPSTAIRS): 1,509 SF EXISTING 1 ST FLOOR 960 S.F. 1 ST FLOOR ADDITIONAL FLOOR AREA 84 S.F. TOTAL 1ST FLOOR 1044 S.F. 2D 01 (HABITABLE) EXISTING 2ND FLOOR 1,422 S.F. 2ND FLOOR ADDITIONAL FLOOR AREA 3 S.F. TOTAL 2ND FLOOR 1425 S.F. EXISTING GARAGE 359 S.F. ADDITIONAL GARAGE AREA 0 S.F. TOTAL HABITABLE AREA 2,469 S.F. TOTAL DECK AREA 37 S.F. (HABITABLE) TOTAL GARAGE AREA 359 S.F. GARAGE + HABITABLE AREA 2,828 S.F. ( =2,828 S.F. MAX) BUILDABLE AREA: 1,752 S.F. 1,752 x 1.5: 2,628 S.F. + 200 S.F. = 2,828 S.F. MAX. -. III I I I I I I I I I I I I I I I I I I I I I ,ii 2_25 3.20 SQ. FT 2 7.27 2_1l 1.33 SQ AREA CALCULATIONS - SECOND FLOOR SECOND FLOOR GARAGE DECKS 256.35 S.F. G_01 358.56 S.F. 2 01 711.12 S.F. 2D 01 29.30 S.F. 2 02 159.12 S.F. 2D02 7.93 S.F. 2 03 26.83 S.F. 1 07 195.09 S.F. 2 04 37.00 S.F. 1_09 37.23 S.F. 2 05 30.35 S.F. 1_11 37 S.F. 2 06 1.30 S.F. 1_13 4.71 S.F. 2 07 0.05 S.F. � y a 1044 S.F. 2 08 0.03 S.F. REVISIONS: 2 09 0.08 S.F. 2 10 0.97 S.F. 2 11 7.27 S.F. E" 2 12 152.32 S.F. v 2 13 255.00 S.F. 2 14 1.33 S.F. 2 15 20.94 S.F. 2 16 1.33 S.F. 2 17 2.17 S.F. z 2 18 2.21 S.F. w Q z 2 19 0.93 S.F. 2 20 4.06 S.F. 2 21 3.37 S.F. Q m 2 22 0.83 S.F. 2 23 2.66 S.F. C/) 2 24 0.83 S.F. m 225 3.20 S.F. 1425.30 S.F. 1,425 S.F. 2 IO 2.21 SQ. FT. AREA CALCULATIONS SECOND FLOOR PLAN 1 AR 1.33 SQ. Fl AREA CALCULATIONS - FIRST FLOOR FIRST FLOOR GARAGE 1_01 256.35 S.F. G_01 358.56 S.F. 1_02 83.42 S.F. 1_03 130.95 S.F. 358.56 S.F. 1_04 22.52 S.F. 359 S.F. 1_05 266.76 S.F. 1_06 46.35 S.F. 1 07 195.09 S.F. 1_08 1.33 S.F. 1_09 17.13 S.F. 1_10 1.06 S.F. 1_11 15.05 S.F. 1 12 2.66 S.F. 1_13 4.71 S.F. Q W W 1043.38 S.F. � y a 1044 S.F. i.UO aU. ri. - 15.05 SQ. FT. AREA CALCULATIONS � FIRST FLOOR PLAN 1"M E 0 M CNO M M ` N N 0) T a0 r V U m co O v L E" 3 M W rn N N iii n ¢ a> m E- m 0) co v c rn w as °' � m 0 F- LL 3 z * w z_ 2=9 C7 * 0 E� w z_ 2=9 [EE3 E� * 0 E- yw ZU1W }mJW2 K - UI }WWmZI -JJ¢L. pZO�w Jxpp OO mxln maJ -Ofn �h �O]ttx¢F -w O Fw Oa0m¢O z 6 o�mai -x xmzFi- F wFyx¢w w o0 ZUwO� p3¢OWmmc \tt - -N�z- H mmzz�- wr�aw ¢U� -a¢O OwUYa UZ� J� w�a0 �nwow Fi- ow�mzz xo,.�z3pmx -w- "am>p¢W wma_wv'J Fz�mc>K �k z ow 3c�z��- mo'_wmmm War z� _� a�n a w ¢z �OSm�vittw z Ow w ottw3Fi,.w, m Zmwm°-r Jwmow�a��nQ¢O zp¢ �EyII o¢� am�na3 i--'m wZOWOi -Fw W zw _zr _x pF Ow W�mFS¢�zr�c�xxF- a"�x "Zz E� 000 F p m�3 Fx O wW wU w w -W Im p -U JWx WZZp x Um�w�rwmx wm m2� w�zoo�x w raa aommor¢a�a 3a w�n3aoowr H G�NS�D ARC/y�l d' "� sPRK i'EgC ^PCB No.0 22162 q Ren. 7/31/13 G_02 srgrF CF CAL\FC��\P x .35 S.F. E- w z a :3 E- E- NMI 1 CURRENT REVISION: 1 f3 E- x F w z H E- Plot Date: 05/30/13 F START DATE: 1 -12 -12 w z SCALE: 1/4" - V -0" SHEET A -6 22 w z W � ® z N o F- J Co ZD U E- J Q ® U Co Q W W w � y a z N REVISIONS: Q E" W v x w z w Q z Lu Q m J C/) m Q ZD CD CD F CA co J e CA O w If. c�I z m 1 CURRENT REVISION: 1 f3 E- x F w z H E- Plot Date: 05/30/13 F START DATE: 1 -12 -12 w z SCALE: 1/4" - V -0" SHEET A -6 22 w z z o F- J ZD U E- J Q x U E Q W W w � y a z REVISIONS: 1 CURRENT REVISION: 1 f3 E- x F w z H E- Plot Date: 05/30/13 F START DATE: 1 -12 -12 w z SCALE: 1/4" - V -0" SHEET A -6 22