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HomeMy WebLinkAbout02_Walsh Residence Coastal Development Permit_PA2017-147COMMUNITY DEVELOPMENT DEPARTMENT PLANNING DIVISION 100 Civic Center Drive, P.O. Box 1768, Newport Beach, CA 92658-8915 949-644-3200 www.newportbeachca.gov CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT August 10, 2017 Agenda Item No. 2 SUBJECT: Walsh Residence CDP (PA2017-147) • Coastal Development Permit No. CD2017-062 SITE LOCATION: 417 and 417'/2 Edgewater Place APPLICANT: Home Sweet Home, LLC OWNER: John P. Walsh PLANNER: David S. Lee, Planning Technician 949-644-3225, dlee@newportbeachca.gov ZONING DISTRICT/GENERAL PLAN • Coastal Land Use Category: RT -E (Two -Unit Residential — 30.0 - 39.9 DU/AC) • Coastal Zoning District: R-2 (Two -Unit Residential) • General Plan: RT (Two -Unit Residential Detached) • Zone: R-2 (Two -Unit Residential) PROJECT SUMMARY A request for a Coastal Development Permit (CDP) to convert an existing duplex into a single-family residence and expand the livable area on the second floor. The proposed 500 - square -foot addition on the second floor includes three additional bedrooms and two additional bathrooms. No additional square footage is proposed on the first floor. RECOMMENDATION Conduct a public hearing; 2. Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 under Class Class 1 (Existing Facilities), because it has no potential to have a significant effect on the environment; and 1 Walsh Residence CDP Zoning Administrator, August 10, 2017 Page 2 3. Adopt Draft Zoning Administrator Resolution No. approving Coastal Development Permit No. CD2017-062 (Attachment No. ZA 1). DISCUSSION The subject property is located in the R-2 Coastal Zoning District, which provides for two -unit residential development and is consistent with the City's Coastal Land Use Plan, General Plan and Zoning Code. The property is located in the Appeal Area; therefore, a coastal development permit is required and a de minims waiver cannot be issued. The subject property is currently developed with a duplex on an existing lot designated for residential development. The applicant is proposing to expand the livable area on the second floor to include three additional bedrooms and two additional bathrooms. The proposed addition is a total of 500 square feet. There is no proposed addition to the first floor and there is no change to the existing footprint. The applicant also requests to remodel the interior to convert the duplex to a single- family residence. The design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development. The proposed addition is consistent with all applicable development standards as illustrated in Table 1 below: Table 1: Development Standards Development Feature Required Proposed Setbacks (Min.) Front (Facing Water) 7'-0" 7'-0" Rear 5'-0" 5'-0" Sides 3'-0" 3'-0" Height (Max.) Flat 24' 23'-1/2" Sloped 29' 27'-10" Floor Area Limit 3,050 sq. ft. 2,751 sq. ft. Parking Min. 2 spaces 17'-6" x 19' 2 spaces 19'-4" x 19' Open Space (Min.) 229 sq. ft. 244 sq. ft. The project site abuts a public walkway fronting the bay. Adequate vertical public access to the sea exists on Cypress Street, Adams Street, and Palm Street. In addition, lateral public access is provided via the public sidewalk along the bay front connecting Cypress Street to Adams Street. The proposed addition and remodel will not interfere with existing public access to the sea. Tmp1r. 01/17217 Walsh Residence CDP Zoning Administrator, August 10, 2017 Page 3 The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies that will mitigate hazards associated with liquefaction or other seismic risks. ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. Class 1 includes the addition to an existing structure. The proposed project includes the conversion of an existing duplex to a single-family residence and an addition on the existing second floor, located in the R-2 Coastal Zoning District. PUBLIC NOTICE Notice of this public hearing was published in the Daily Pilot, mailed to all owners of property and residents within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways), including the applicant, and posted on the subject property at least 10 days before the scheduled hearing, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. APPEAL PERIOD: An appeal or call for review may be filed with the Director of Community Development within 14 days following the date of action. For additional information on filing an appeal, contact the Planning Division at 949-644-3200. Prepared by: David S. Lee, Planning Technician JWdI Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Applicant's Project Plans TmpIC 01/17/17 Attachment No. ZA 1 Draft Resolution 4 RESOLUTION NO. ZA2017-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2017-062 TO CONVERT AN EXISTING DUPLEX INTO A SINGLE-FAMILY RESIDENCE AND EXPAND THE LIVABLE AREA ON THE SECOND FLOOR LOCATED AT 417 EDGEWATER PLACE (PA2017-147) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Home Sweet Home, LLC, representing property owner John Walsh, with respect to property located at 417 Edgewater Place and legally described as Lot 6, Block 2 requesting approval of a Coastal Development Permit. 2. The applicant requests a coastal development permit convert an existing duplex into a single-family residence and to expand the livable area on the second floor. The proposed 500 -square -foot addition on the second floor includes three additional bedrooms and two additional bathrooms. No additional square -footage is proposed on the first floor. 3. The subject property is located within the coastal zone. The Coastal Land Use Plan category is Two Unit Residential — 30.0 — 39.9 DU/AC (RT -E) and the Coastal Zoning District is Two -Unit Residential (R-2). 4. The subject property is located within the Two -Unit Residential (R-2) Zoning District and the General Plan Land Use Element category is Two -Unit Residential (RT). 5. A public hearing was held on August 10, 2017 in the Corona del Mar Conference Room (Bay E -1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the meeting was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this meeting. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations (Section 15301, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Existing Facilities). 2. Class 1 includes the additions to existing structures. The proposed project includes the conversion of an existing duplex to a single-family residence and an addition on the existing second floor, located in the R-2 Coastal Zoning District. 5 Zoning Administrator Resolution No. ZA2017-027 Paqe 2 of 6 SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (Coastal Development Permits) of the Newport Beach Municipal Code, the following findings and facts in support of such findings are set forth: Finding: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: The subject property is currently developed with a duplex on an existing lot designated for residential development. The applicant is proposing to convert an existing duplex into a single family residence and expand the livable area on the second floor. The proposed 500 -square -foot addition on the second floor includes three additional bedrooms and two additional bathrooms. There is no proposed addition to the first floor and there is no change to the existing footprint. The applicant also requests to remodel the interior to convert the duplex to a single-family residence. 2. The proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The maximum floor area limitation is 3,050 square feet and the proposed floor area is 2,751 square feet. b. The proposed development complies with the required setbacks, which are 7 feet along the property line abutting the bay, 3 feet along each side property line and E feet along the property line abutting the alley. The highest guardrail/parapet is less than 23 feet and one-half inch from established grade and the highest ridge is 27 feet and 10 inches from established grade. The proposed development complies with all height requirements. d. The proposed development provides a two -car garage, which meets the two -car minimum garage requirement for residences with less than 4,000 square feet of livable floor area. 3. The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code and Building Division standards and policies. 4. The property is not located near designated public view points or coastal view roads and will not impact public coastal views. 5. The proposed addition and remodel conforms to the standards of the Zoning Code and Local Coastal Program. 01-03-17 W Zoning Administrator Resolution No. ZA2017-027 Page 3 of 6 Finding: B. Conforms with the public access and public recreation policies of Chapter 3 of the Coastal Act if the project is located between the nearest public road and the sea or shoreline of any body of water located within the coastal zone. Fact in Support of Finding: 1. The project site abuts a public sidewalk fronting the bay and the development of the site will not affect public recreation, access or views. 2. The project site is located between the nearest public road and the sea or shoreline. Adequate vertical public access to the sea exists on Cypress Street, Adams Street, and Palm Street. In addition, lateral public access is provided via the public sidewalk along the bay front connecting Cypress Street to Adams Street. The proposed addition and remodel will not interfere with existing public access to the sea. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2017-062, 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 14 days following the date this Resolution was adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 Local Coastal Implementation Plan, of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the City's certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. PASSED, APPROVED, AND ADOPTED THIS 10TH DAY OF AUGUST, 2017. Patrick J. Alford, Zoning Administrator 01-03-17 Zoning Administrator Resolution No. ZA2017-027 Paqe 4 of 6 EXHIBIT "A" CONDITIONS OF APPROVAL 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. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new Coastal Development Permit. 3. Coastal Development Permit No. CD2017-062 shall expire unless exercised within 24 months from the date of approval as specified in Section 21.54.060 (Time Limits and Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise granted. 4. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 5. 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 Coastal Development Permit. 6. Acknowledgement of Hazards for Waterfront Development - 21.30.015.D.3(c) Prior to the issuance of a building permit, the property owner shall submit a notarized signed letter acknowledging all hazards present at the site, assuming the risk of injury or damage from such hazards, unconditionally waiving any claims of damage against the City from such hazards, and to indemnify 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 or indirectly) to City's approval of development. 7. No demolition or construction materials, equipment debris, or waste, shall be placed or stored in a location that would enter sensitive habitat, receiving waters, or a storm drain, or result in impacts to environmentally sensitive habitat areas, streams, wetland or their buffers. 8. The discharge of any hazardous materials into storm sewer systems or receiving waters shall be prohibited. Machinery and equipment shall be maintained and washed in confined areas specifically designed to control runoff. A designated fueling and vehicle maintenance area with appropriate berms and protection to prevent spillage shall be provided as far away from storm drain systems or receiving waters as possible. 01-03-17 g Zoning Administrator Resolution No. ZA2017-027 Paqe 5 of 6 9. Debris from demolition shall be removed from work areas each day and removed from the project site within 24 hours of the completion of the project. Stock piles and construction materials shall be covered, enclosed on all sites, not stored in contact with the soil, and located as far away as possible from drain inlets and any waterway. 10. Trash and debris shall be disposed in proper trash and recycling receptacles at the end of each construction day. Solid waste, including excess concrete, shall be disposed in adequate disposal facilities at a legal disposal site or recycled at a recycling facility. 11. This Coastal Development Permit may be modified or revoked by the Zoning Administrator if determined that the proposed uses or conditions under which it is being operated or maintained is detrimental to the public health, welfare or materially injurious to property or improvements in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 12. Prior to issuance of the building permits, a copy of the Resolution, including conditions of approval Exhibit "A" shall be incorporated into the Building Division and field sets of plans. 13. Prior to the issuance of building permit, the applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 14. Prior to issuance of building permits, the applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Coastal Development file. The plans shall be identical to those approved by all City departments for building permit issuance. The approval 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 Coastal Development Permit. 15. 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 either the current business owner, property owner or the leasing agent. 16. 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 or indirectly) to City's approval of Walsh Residence CDP including, but not limited to, Coastal Development Permit No. CD2017-062 (PA2017-147). 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 01-03-17 9 Zoning Administrator Resolution No. ZA2017-027 Page 6 of 6 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. 01-03-17 10 Attachment No. ZA 2 Vicinity Map 11 I 47* VICINITY MAP Coastal Development No. CD2017-062 PA2017-147 417 and 417 1/2 Edgewater Place 4 12 Attachment No. ZA 3 Project Plans 13 SITE ELEVATION SURVEY TOAL ENGINEERING, INC. 139 AVENIDA NAVARRO SAN CLEMENTE, CALIFORNIA 92672 FAX949 (949)92-8586 498 8625 Site Elevation Survey Lot 6, Block 2, Balboa Bayside Tract 417 Edgewater Avenue Newport Beach, California Joe 16182 - WALSH SHEET NO. 1 OF --1 CALCULATED eY MSF DATE 10-19-16 _. CHECKED BY --=- DATE - BENCHMARK NOTE: OCSBM 1E-116-99 ELEV=7.687 NAV088 DATUM, 2015 ADJ. SITE PLAN BY STINE ARCHITECTURE ELEVATIONS BY TOAL ENGINEERING P. N0.8682 � �yF%RGd`� S i�OF CAS\F" Io -19-206 Viktor P. Meum LS 8682 CONTACTS OWNER: STRUCTURAL ENGINEER: MK. # MP5. JOHN AND CHANIDA WAL5H THANG LE, 5.E. 54333 LAKEVIEW CANYON RD. THANG LE 4 ASSOCIATES THOUSAND OAKS, CA 91362 155 5. EL MOUND AVE, SUITE 102 818-427-1 1 1 7 PASADENA, CA 91 101 G2G-639-3492 ARCHITECTURAL DESIGNER LAND SURVEYOR: KEIKO MOROHASHI-IKEDA" VIKTOR P. MEUM, P.L.S., V.P. OF 16754 MAGNOLIA BLVD SURVEYING ENCINO, CA 91436 A-0.3 818-399-8243 QUESTIONS TOAL ENGINEERING, INC. .11 ;111.411 WE5TCOAT ROOFING SPECIFICATIONS 139 AVENIDA NAVARRO, SAN RUDY CALDERON CLEMENTE, CA 92672 949-G33-5723 949-492-8584 '=ic•�Wa�K �� 1 P i o New m. a� hv�P .. N4.1•Qy Gi•4 �Gff.y/y- SHEET INDEX ARCHITECTURAL SPI .O 51TE / DRAINAGE PLAN A-0.1 GENERAL NOTES A-0.2 GENERAL NOTES A-0.3 GENERAL NOTES Q -0.41 .11 ;111.411 WE5TCOAT ROOFING SPECIFICATIONS A- . 52.3 A-O.G TITLE 24MANDATOPY MEASURES A-1.00 EX15TINGPLOOP.PLANS A-2.00 NEW FLOOR PLANS A-2.01 NEW REFLECTED CEILING PLANS A-3.00 NEW & EXISTING ROOF PLAN A-3.01 NEW ROOF ELECTRICAL PLAN A-4 EXISTING ELEVATIONS A-5 NEW ELEVATIONS A -r. BUILDING SECTIONS A-7 WINDOW * DOOR SCHEDULES A-8. I EXTERIOR DETAILS A-8.2 NANA WALL AND FLASHING DETAILS A-8.3 STAIR DETAILS PROJECT INFO VICINITY MAP v STRUCTURAL PROJECT DESCRIPTION: PLANNING AND ZONING INFORMATION: CONVERTING DUPLEX INTO SINGLE FAMILY RESIDENCE. ZONING DISTRICT: 51.1 GENERAL NOTES % 51.2 TYPICAL CONCRETE DETAILS 51.3 TYPICAL WOOD DETAILS 52.1 FOUNDATION PLAN 52.2 FLOOR FRAMING PLAN 52.3 ROOF FRAMING PIAN 53.0 FOUNDATION DETAILS 54.0 FRAMING DETAILS 55.0 FRAMING DETAILS i SG.O TYPICAL SHEATHING SHEAR 3,050 5F WALL DETAILS SSW 1 51MP50N ANCHORAGE DET. ? 55W2 51MP50N FRAMING DETAILS PROJECT DESCRIPTION: PLANNING AND ZONING INFORMATION: CONVERTING DUPLEX INTO SINGLE FAMILY RESIDENCE. ZONING DISTRICT: R-2 ADDITION (500 SQ. FT.) AND REMODELING TWO STORY SINGLE FAMILY RESIDENCE. SET BACK MAP: 5-2E LEGAL INFORMATION: A EXISTING GROSS FLOOR AREA: 2,251 SF SITE ADDRESS: 417 EDGEWATER PLACE TOTAL LOT AREA: 2,273 5F NEWPORT BEACH, CA 92661 BUILDABLE AREA: 1,525 5F 2 Z MAX. ALLOWABLE FLOOR AREA: 3,050 5F APN: 048-111-06 MIN.OPEN VOLUME AREA REQUIRED: 229 5F LOT NO: 6 PROPOSED ADDITION FLOOR AREA: 500 5F BLOCK: 2 BALBOA BAYSIDE TRACT (MM 4/78) GROSS 15T FLOOR AREA 1,383 5F BUILDING AND SAFETY INFORMATION: R-3 OCCUPANCY AREA 928 5F U- I OCCUPANCY AREA (2 -CAR GARAGE) 455 51F TYPE OF CONSTRUCTION: TYPE V -B NUMBER OF STORIES: 2 GROSS 2ND FLOOR AREA I ,3G8 5F R-3 OCCUPANCY AREA 1,3G8 5F TOTAL GROSS BUILDING AREA (W/ GARAGE): 2,751 5F OPEN SPACE (OPEN TO THE SKY/ COVERED) 244.44 SF 15T. FLOOR - ENTRANCE PORCH 50.97 5F 2ND FLOOR - BALCONY 193.G7 SF OPEN VOLUME AREA = 15% OF BUILDABLE AREA OF THE LOT = 229 S.F. AVERAGE ESTABLISHED GRADE CALCULATION: 7.4'+7.4'+7.16'+7.19'=29.15' 29.157 4 = 7.29' ESTABLISHED GRADE A A EXISTING TRASH AREA,SCREENED BY EXISTING FENCE. PROJECT LOCATION ..awwmo'ww�.or / / / / / / / / / / \'O" ROOF DECK 37 s�o, z8 °°� FQ ♦ 3 7 1 A-5 (N) SITE/DRAINAGE PLAN 7.11 ADJACENT HOUSE I 7P -00f DRAIN, OF 6 STAIRS +42" FROM DECK S!� o 0 g, D� cg„ 3p / Ai -EXISTING ELECTRICAL PANEL W1 3 FEET CLEARANCE. ! EXISTING \ FENCE \ -4 WEEP ffQLIS5 AT GRADE 4 A-5 4 WEEP Hi AT GRADE Rte. EXISTING 8° \ BRICK PATIO F EXISTING RAISED \ BRICK PATIO BALCONY - -- - \ (BELOW) - - - LINE OF FIRST FLOOR (BELOW) N, / D / ROOF DECK / / / i ADJACENT / HOUSE / / / / / / / / / / Eel NOTES: 1. THERE ARE NO LANDSCAPE ALTERATIONS TO BE DONE. 7.32 6. 1 2 7,40 A EXISTING FENCE 1 1 x 17 SCALE: 1/8"=1 '-0" t In t6 m to C4 � d 4) m 24x36 SCALE: 1/4"=1'-0" 0 20 4P 80 v1 �wo�w�Nw,UO Q Y_W-K V)>- Z I N O ❑8 M 3 0 K ❑ W, <n aaU Za0Y oaM3L)�Za (p el z0aZ)..aa�x Nm J< 'W' -u- WWW= CIO NOS00 zW W WKV,OQj Wr0 laiY�f'2 W, -W pOH F xx M❑ Li mWF-Y }oW�Z�oD W zmu a.a<QRa.Nx REVISIONS: Plan Check Corr. 5.5.16 DRAWN BY: K.M. R.O.C. JOB NO: DATE: OCTOBER 20, 2016 SCALE: SHEET TITLE: z Q J 0_ W C7 Q Z_ Q W H W z SHEET NUMBER: SP1.0 1 �+ t In t6 m to C4 � d 4) m 3 3v L � i O ,6 w 3 2 Z �wo�w�Nw,UO Q Y_W-K V)>- Z I N O ❑8 M 3 0 K ❑ W, <n aaU Za0Y oaM3L)�Za (p el z0aZ)..aa�x Nm J< 'W' -u- WWW= CIO NOS00 zW W WKV,OQj Wr0 laiY�f'2 W, -W pOH F xx M❑ Li mWF-Y }oW�Z�oD W zmu a.a<QRa.Nx REVISIONS: Plan Check Corr. 5.5.16 DRAWN BY: K.M. R.O.C. JOB NO: DATE: OCTOBER 20, 2016 SCALE: SHEET TITLE: z Q J 0_ W C7 Q Z_ Q W H W z SHEET NUMBER: SP1.0 1 �+ ABBREVIATIONS L ANGLE L. LENGTH AT LAB. LABORATORY E OR C.L. CENTERLINE LAM. LAMINATE 0 DIAMETER LAV. LAVATORY # NUMBER/POUND LBS POUNDS A.B. ANCHOR BOLT L.F. LINEAR FEET A/C AIR CONDITIONING LPT. LOW POINT AC. ACOUSTICAL LT. LIGHT A.C.T. ACOUSTICAL TILE MATL. MATERIAL A.D. AREA DRAIN MAX. MAXIMUM ADJ. ADJACENT M.C. MEDICINE CABINET A.F.F. ABOVE FINISH FLOOR MECH. MECHANICAL AGGR. AGGREGATE MEMB. MEMBRANE AL. ALUMINUM MFG. MANUFACTURER AMP. AMPERES MH. MAN HOLE ANCH. ANCHOR MIN. MINIMUM A.P. ACCESS PANEL MIR. MIRROR APPROX. APPROXIMATE MISC. MISCELLANEOUS ARCH. ARCHITECTURAL MLDG. MOULDING ASB. ASBESTOS M.O. MASONRY OPENING ASPH. ASPHALT M.S. MOTION SENSOR BD. BOARD MTD. MOUNTED BITUM. BITUMINOUS MTL. MUL. METAL MULLION BLDG. BUILDING BILK. BLOCK (N) NEW BLKG. BLOCKING N. NORTH BM. BEAM N.G. NATURAL GRADE BOT. BOTTOM N.I.C. NOT IN CONTRACT BRKT. BRACKET NO. /# NUMBER BSMT. BASEMENT NOM. NOMINAL B.T.U. BRITISH THERMAL UNITS N.T.S. NOT TO SCALE CAB. CABINET OA. OVERALL C.B. CATCH BASIN O.C. ON CENTER CEM. CEMENT O.D. OUTSIDE DIAMETER CER. CERAMIC OFF. OFFICE C.G. CORNER GUARD O.H. OPPOSITE HAND C.I. CAST IRON OPNG. OPENING C.I.P. CAST -IN-PLACE OPP. OPPOSITE C.J. CEILING JOIST GVHD. OVERHEAD C.L. CENTER LINE PART'L PARTIAL CLG. CEILING PAV. PAVING CLKG. CAULKING P.C. PRECAST CONCRETE CLR. CLEAR PROJ. PROJECT C.M.U. CONCRETE MASONRY UNIT PL. PLATE C.O. CASED OPENING / CLEAN OUT P,LAM. PLASTIC LAMINATE COL. COLUMN PLAS. PLASTER CONC. CONCRETE PLYWD. PLYWOOD CONN. CONNECTION PLBG. PLUMBING CONSTR. CONSTRUCTION PR, PAIR CONT. CONTINUOUS POL. POLISHED CORR. CORRIDOR PRCST. PRECAST CNTR. COUNTER PT. POINT CTR. CENTER CTSK. COUNTERSUNK Q.T. QUARRY TILE DBL. DOUBLE R. RISER DEPT. DEPARTMENT RAD. RADIUS DET. DETAIL R.B. RESILIENT BASE D.F. DRINKING FOUNTAIN REG. REGULAR DIA. DIAMETER R.D. ROOF DRAIN DIM. DIMENSION REF. REFERENCE DISP. DISPENSER REFR. REFRIGERATOR DN. DOWN REINF. REINFORCED D.O. DOOR OPENING REQ. REQUIRED D.P. DAMPPROOFING RESIL. RESILIENT DR. DOOR REV. REVISION DRN. DRAIN RFL. REFLECTED DS. DOWNSPOUT RGTR. REGISTER D.S.G. DOUBLE STRENGTH GLASS RM. ROOM D.S.P. DRY STANDPIPE R.O. ROUGH OPENING DWG. DRAWING RWD. REDWOOD DWR. DRAWER RWL. RAINWATER LEADER (E) EXISTING S. SOUTH E. EAST S4S SMOOTH 4 SIDES EA. EACH SAN. SANITARY E.D.F. ELECTRICAL DRINKING FOUNTAIN S.C. SOLID CORE E.J. EXPANSION JOINT SCHED. SCHEDULE EL. ELEVATION S.D. SMOKE DETECTOR ELEC. ELECTRICAL SECT. SECTION ELEV. ELEVATOR / ELEVATION SF SQUARE FOOT EMER. EMERGENCY SHR. SHOWER ENCL. ENCLOSURE SHT. SHEET E.P. ELECTRICAL PANELBOARD SHTG. SHEATHING E.R. EXISTING RELOCATED SIM. SIMILAR EPO EMERGENCY POWER OFF SWITCH S.M.S. STEEL MACHINE SCREWS EQ. EQUAL S.O.V. SHUT OFF VALVE EQPT. EQUIPMENT SPEC. SPECIFICATION E.W.C. ELECTRIC WATER COOLER SPKR. SPEAKER EXP. EXPANSION SQ. SQUARE EXPO. EXPOSED S.SK. SERVICE SINK EXIST. EXISTING STA. STATION EXT. EXTERIOR STD. STANDARD F.A. FIRE ALARM S.S. STAINLESS STEEL F.D. FLOOR DRAIN STL. STOR. STEEL STORAGE FDN. FOUNDATION STIR. STRUCTURAL F.E. FIRE EXTINGUISHER SUBCAT. SUBCATEGORY F.E.C. FIRE EXTINGUISHER CABINET SUPP. SUPPORT F.F. FINISH FLOOR SUS P. SUSPENDED F.G. FINISH GRADE SYM. SYMMETRICAL F.H. FIRE HYDRANT F.H.C. FIRE HOSE CABINET T. THERMOSTAT F.V.C. FIRE VALVE CABINET T.I. TENANT IMPROVEMENT FIN. FINISH T.B. TOWEL BAR FL. FLOOR / FLOW LINE T.C. TOP OF CONCRETE FLASH. FLASHING T.D. TOP OF DECK FLUOR. FLUORESCENT TEL. TELEPHONE F.O.B. FACE OF BRICK TEM. TEMPERED F.O.C. FACE OF CONCRETE TER. TERAZZO F.O.F. FACE OF FINISH T&G TONGUE AND GROOVE F.O.G. FACE OF GLASS THK. THICK F.O.M. FACE OF MASONRY T.O. TOP OF F.O.S. FACE OF STUD T.O.P. TOP OF PAVEMENT/TOP OF PARAPET FPRF. FIREPROOF(ING) T.P.D. TOILET PAPER DISPENSER FR. FRAME TRAN. TRANSFORMER F.S. FULL SIZE / FLOOR SINK TRD TREAD FT. FOOT OR FEET T.S. TOP OF SLAB / TOP OF STEEL FTG. FOOTING T.S.S. TOP OF STRUCTURAL SLAB FURR. FURRING T.V. TELEVISION FLIT. FUTURE T.W. TOP OF WALL FV FIELD VERIFY TYP. TYPICAL G. GAS LINE (FUEL GAS) UNF. UNFINISHED GA. GAUGE U.N.O. UNLESS NOTED OTHERWISE GALV. GALVANIZED UR. URINAL G.B. GRAB BAR U.T.R. UP THROUGH ROOF G.C. GENERAL CONTRACTOR V VENT/VOLT GL GND. GLASS GROUND VCP VITRIFIED CLAY PIPE G.P.H. GALLONS PER HOUR V.C.T. VINYL COMPOSITION TILE G.P.M. GALLONS PER MINUTE VERT. VERTICAL GR. GRADE VEST. VESTIBULE GYP. GYPSUM V.G.D.F. VERTICAL GRAIN DOUGLAS FIR GWB. GYPSUM WALLBOARD V.T.R. VENT THROUGH ROOF V.G. VERTICAL GRAIN H.B. HOSE BIB W. WEST H.C. HOLLOW CORE W/ WITH H.D. HEAD / HEAVY DUTY W.C. WATER CLOSET HDW. HARDWARE WD WOOD HDWD. HGT. HARDWOOD HEIGHT W.I.C. WOODWORK INSTITUTE OF CA H.M. HOLLOW METAL W/O WITHOUT HDRL. HANDRAIL WP. WATERPROOF HORIZ. HORIZONTAL WSCT. WAINSCOT H.P.T. HIGH POINT WT. WEIGHT HR. HOUR HT. HEIGHT H.V.A.C. HEATING,VENENGAND AIRCONDIIONING HW. HOT WATER INC. INCORPORATED I.D. INSIDE DIAMETER / DIMENSION IN. INCH INCL. INCLUDE(D) INSUL. INSULATION INT. INTERIOR INV. INVERT JAN. JANITOR JST. JOIST KIT. KITCHEN K.P. KICK -PLATE KO. KNOCKOUT FILL LEGEND CONCRETE FINISH GRADE ACOUSTIC TILE CERAMIC TILE (LARGE SCALE) GYPSUM WALLBOARD INSULATION, RIGID, SEMI-RIGID DPLASTER PLYWOOD DSTONE WOOD, CONTINUOUS �j //j METAL � NATURAL GRADE BRICK VENEER OR MASONARY ono,�a ono,�a GRAVEL mmmmmwmwMj INSULATION: BATT //// / MASONARY PLASTERLATH (LARGE SCALE) IISAND Io WOOD, FINISH WOOD, BLOCKING SYMBOLS LEGEND ODOOR TAG, SEE DOOR SCHEDULE FOR INFO. OX WINDOW TAG, SEE WINDOW SCHEDULE FOR INFO. OX ARCHITECTURAL KEYNOTE TAG X EQUIPMENT / PLUMBING TAG, SEE SCHEDULE FOR INFO. # # OF UNITS OX REVISION TAG X -X GENERAL FINISH TAG WT WALL FINISH TAG 100 1FT00 FLOOR FINISH TAG ELEVATION DATUM / POINT OF CONNECTION DETAIL # X DETAIL TAG AX.X SHEET # ELEVATION # AX.X SHEET # A ELEVATION # X D B AX. SHEET # C X ELEVATION MARKER MULTIPLE ELEVATION TAG AX. X SECTION MARKER ZE 1 +X" SLAB ELEVATION CHANGE 1: GENERAL A: WORK PERFORMED SHALL COMPLY WITH THESE GENERAL NOTES (UNLESS OTHERWISE NOTED ON PLANS), UNIFORM BUILDING CODE - LATEST EDITION ADOPTED BY THE GOVERNING AGENCY, ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. B: THE CONTRACTOR SHALL VISIT THE SITE, EXAMINE THE EXISTING STRUCTURES, AND NOTE ALL CONDITIONS AS TO THE CHARACTER AND EXTENT OF WORK INVOLVED, PRIOR TO SUBMITTING THE BID. C: BY SUBMITTING A BID, THE BIDDER AGREES AND WARRANTS THAT HE HAS EXAMINED THE DRAWINGS AND FOUND THAT THEY ARE ADEQUATE FOR PROPER COMPLETION OF THE PROJECT. D: THE CONTRACTOR SHALL PROCURE AND PAY FOR ALL NECESSARY PERMITS OR CERTIFICATES REQUIRED TO COMPLETE THE WORK SPECIFIED. THE CONTRACTOR SHALL MAKE ANY AND ALL REQUIRED NOTIFICATIONS AND COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ORDINANCES. E: ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS END PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED, OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND PROPERLY FINISHED JOB. COMPLETED PORTIONS OF THE WORK. F: IT IS DIRECTLY STIPULATED THAT THE CONTRACTOR SHALL REPAIR AND MAKE GOOD ANY DAMAGE TO ADJOINING PROPERTIES OR IMPROVEMENTS CAUSED BY HIS OPERATIONS. G: THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES, CORRELATING THE ARCHITECTURAL DRAWINGS WITH ANY AND ALL CIVIL, STRUCTURAL, SOILS, MECHANICAL, SOLAR, ELECTRICAL, PLUMBING, LANDSCAPE, OR INTERIOR DESIGN DOCUMENTS OR DRAWINGS. H: ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (SUBCONTRACTOR). DIMENSIONS TAKE PRECEDENCE, DO NOT SCALE DRAWINGS. SUCH VERIFICATION SHALL BE MADE BEFORE' ORDERING MATERIALS PREFABRICATED ITEMS AND COMMENCING ANY PORTION OF THE WORK. I: ALL FRAMING CONDITIONS, NOT SPECIFICALLY COVERED IN THE DRAWINGS SHALL BE IN CONFORMANCE WITH THE GENERAL CONSTRUCTION REQUIREMENTS AND CONVENTIONAL CONSTRUCTION PROVISIONS OF THE LATEST U.B.0 ALL CONDITIONS NOT SPECIFICALLY SHOWN OR DETAILED SHALL BE 0? THE ANY MATERIALS SUBSTITUTION SHALL BE PERMITTED ONLY UPON THE CONTRACTOR OR SUPPLIER RECEIVING A WRITTEN CONSENT FROM THE ARCHITECT. J: ALL MATERIAL REMOVED UNDER THIS CONTRACT, WHICH IS NOT TO BE SALVAGED OR REUSED OR TURNED OVER TO THE OWNER, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROMPTLY REMOVED FROM THE SITE. K: ALL WORK, INCLUSIVE OF LABOR AND MATERIALS, SHALL BE GUARANTEED FOR ONE (1) YEAR FOLLOWING THE DATE OF THE NOTICE -OF -COMPLETIONS OR LONGER IF REQUIRED BY LAW OR SPECIFICATION. L: CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ARCHITECT IMMEDIATELY, IN WRITING, OF ANY DISCREPANCIES. 2: ROOFING ASPHALT SHINGLE ROOF: A: SLOPING ROOF SHALL BE UL CLASS -A ASPHALT SHINGLE ROOF, MANUFACTURED BY "GAF MATERIALS CORPORATION." ROOF SHALL BE MODEL SPECIFICATION: "TIMBERLINE NATURAL SHADOWS LIFETIME SHINGLES" OR APPROVED EQUAL. B: APPLICATION SHALL FOLLOW MANUFACTURER'S PRINTED INSTRUCTIONS. C: PROVIDE ALL FLASHING AND COUNTERFLASHING REQUIRED. D: UNDERLAYMENT, NAILING AND SPACING SHALL BE AS PER MANUFACTURER'S PRINTED INSTRUCTIONS. 3: SHEET METAL A: INCLUDE ALL WORK FOR FLASHING, COUNTER -FLASHING, GROVEL STOPS, LEADERS, GUTTERS, ETC. B: ALL SHEET METAL SHALL BE 26 GA GALVANIZED IRON U.N.O. C: EXTERIOR EXPOSED BEAMS PENETRATING FELT SHALL BE FLASHED AND COUNTER -FLASHED WITH RAIN DAM. 4: INSULATION A: COMPLY WITH MIN. REQUIREMENTS OF CALIFORNIA ADMINISTRATIVE CODE, TITLE 24 REPORT BY ENERGY ETC. SEE DOOR SCHEDULE, SHEET A7.0 A: ALL EXTERIOR DOORS AND DOORS BETWEEN THE GARAGE AND LIVING SPACE SHALL BE WEATHER-STRIPPED. 6: WINDOWS SEE WINDOW SCHEDULE, SHEET A7.0 7: GLAZING SEE WINDOW SCHEDULE, SHEET A7.0 8: FINISHES ALL FINISHES SHALL CONFORM TO CALIFORNIA RESIDENTIAL CODE, CHAPTER 7 A: SEE EXTERIOR ELEVATIONS FOR LOCATION AND TYPE OF EXTERIOR MATERIALS. a: STUCCO SHALL BE 7/8" THICK CEMENT PLASTER, MANUFACTURED BY'LA HABRA, OR 'MARLEX'. TEXTURE SHALL BE LIGHT 'SPANISH LACE'. COLOR TO BE SELECTED BY OWNER. b: ALL EXTERIOR FINISH MATERIALS SHALL BE APPLIED OVER ONE LAYER OF #15 SATURATED FELT. c: FLASH ALL EXTERIOR OPENINGS WITH APPROVED WATERPROOF BUILDING PAPER TO EXTEND AT LEAST 3" UNDER THE BUILDING PAPER BEHIND THE WALL COVERING. B: GYPSUM WALL BOARD a: GYPSUM WALL BOARD SHALL BE 5/8—TYPE X,' U.N.O. b: GYPSUM WALL BOARD NAILING SHALL CONFORM TO TABLE 47 G 76 UBO. SPRAY TEXTURE LIGHT KNOCK -DOWN FINISH ALL GYPSUM WALL BOARD CEILINGS EXCEPT KITCHEN, BATH, STORAGE AND UTILITY ROOMS. c: AT 1 -HOUR CONDITION: ONE LAYER 5/8—TYPE XGYPSUM WALL BOARD. 9: PAINTING A: STAIN: HEAVY BODY AS MANUFACTURED BY'OLD QUAKE R,"OLYMPIC,' OR EQUAL. B: PAINT: ALKYD WATER BASE AS MANUFACTURED BY'OLYMPIC,''DUNN-EDWARDS,' OR EQUAL. C: COLORS TO BE SELECTED BY OWNER. INTERIOR FINISHES: a: WALLS: FLAT b: TRIM: DOORS: SEMI -GLOSS c: KITCHEN CABINETS: LACQUER STAIN d: PAINTED CABINETS: SEMI -GLOSS GENERAL NOTES 10: FINISH CARPENTRY A: ALL INTERIOR WOOD TRIM, POSTS, STOPS, HANDRAILS, ETC SHALL BE S4S WHITE PINE OR CEDAR. B: CABINETS TO BE SELECTED BY OWNER. C: PROTECT ALL WORK FROM HAMMER MARKS, NICKS, SCRATCHES, ETC. 11: MISCELLANEOUS A: FRAMING CONTRACTOR SHALL PROVIDE SOLID BLOCKING IN WALLS BEHIND ALL HANDRAIL SUPPORTS, GUARDRAIL SUPPORTS, TOILET PAPER DISPENSERS AND TOWEL RODS. B: PROVIDE TOILET PAPER DISPENSER AT 24" A.F.F. AND TOWEL ROD AT 54" A.F.F. TYPICAL IN ALL BATHROOMS. C: PROVIDE TERMITE AND DECAY PROTECTION PER USC 2517-C. D: VENT BATHROOM, KITCHEN AND DRYER VENTS TO OUTSIDE AIR PER CODE AND MANUFACTURER'S REQUIREMENTS. E: PROVIDE 22" x 30" MIN. CLEAR ACCESS TO ATTICS WITH HEADROOM GREATER THAN 30". 12: MECHANICAL A: THE MECHANICAL SUBCONTRACTOR SHALL SUPPLY LINE DIAGRAMS AND CALCULATIONS AS REQUIRED FOR THE BUILDING DEPARTMENT FOR PERMITS, ETC. 13: PLUMBING A: THE PLUMBING SUBCONTRACTOR SHALL SUPPLY LINE DIAGRAMS AND CALCULATIONS AS REQUIRED FOR THE BUILDING DEPARTMENT FOR PERMITS, ETC. B: WATER HEATER: PROVIDE TEMPERATURE AND PRESSURE VALVE TO OUTSIDE OF BUILDING OR FLOOR SINK/ DRAIN. C: PROVIDE LOW FLOW SHOWER HEADS AND LOW CONSUMPTION WATER CLOSETS. 14: ELECTRICAL A: THE ELECTRICAL CONTRACTOR SHALL SUPPLY LINE DIAGRAMS AND CALCULATIONS AS REQUIRED BY THE BUILDING DEPARTMENT FOR PERMITS, ETC. B: PROPER ELECTRICAL GROUND ROD TO BE INSTALLED. 20' LENGTH OF #4 REBAR INSTALLED IN FOUNDATION IN GROUND. C: ELECTRICAL OUTLETS SHALL BE PLACED AT 12'-0" MAX ALONG WALLS INCLUDING SLIDING DOORS AT EXTERIOR WALLS AND ON ANY WALL GREATER THAN 2'-0" IN LENGTH. D: IN THE KITCHEN AND DINING AREAS, RECEPTACLES SHALL BE INSTALLED AT EACH COUNTER SPACE WIDER THAN 12" SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24" FROM A RECEPTACLE. ISLAND AND PENINSULA COUNTERTOPS 12" OR WIDER SHALL HAVE AT LEAST ONE RECEPTACLE FOR EVERY 4'-0" OF COUNTER TOP. E: A 125 VOLT SINGLE PHASE 20 AMP RATED RECEPTACLE SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION FOR THE SERVICING OF HEATING, AIR-CONDITIONING LOCATED WITHIN 75-0" OF SAID EQUIPMENT. 15: ENERGY STANDARDS - MANDATORY REQUIREMENTS A: BEFORE THE BUILDING MAY BE OCCUPIED, INSTALLATION CERTIFICATES FOR MANUFACTURED DEVICES REGULATED BY PART 6 SHALL BE POSTED ADJACENT TO THE BUILDING PERMITS. CERTIFICATION SHALL: a: IDENTIFY FEATURES REQUIRED TO VERIFY COMPLIANCE WITH THE APPLIANCE STANDARDS AND PART 6. b: INCLUDE A STATEMENT INDICATING THAT THE INSTALLED DEVICES CONFORM TO THE APPLIANCE STANDARDS AND PART 6 AND THE REQUIREMENTS FOR SUCH DEVICES GIVEN IN THE PLANS AND SPECIFICATIONS APPROVED BY THE LOCAL ENFORCEMENT AGENCY. c: STATE THE NUMBER OF THE BUILDING PERMIT UNDER WHICH THE CONSTRUCTION OR INSTALLATION WAS PERFORMED. B: THE BUILDER SHELL PROVIDE THE BUILDING OWNER, MANAGER, AND THE ORIGINAL OCCUPANTS WITH THE APPROPRIATE CERTIFICATES OF COMPLIANCE AND A LIST OF THE FEATURES, MATERIALS, COMPONENTS, AND MECHANICAL DEVICES INSTALLED IN THE BUILDING, AND INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY. C: AFTER INSTALLING INSULATION, THE INSTALLER SHALL POST, IN A CONSPICUOUS LOCATION IN THE BUILDING, A CERTIFICATE SIGNED BY THE INSTALLER STATING THAT THE INSTALLATION IS CONSISTENT WITH THE PLANS, SPECIFICATIONS, AND CONSISTENT WITH THE REQUIREMENTS OF SECTION 10-103(A)(2)(A) AND CONFORMS WITH THE REQUIREMENTS OF PART 6. THE CERTIFICATE SHALL ALSO STATE THE MANUFACTURERS NAME AND MATERIAL IDENTIFICATION AND THE INSTALLED R -VALUE. D: MANUFACTURED FENESTRATION PRODUCTS SHALL: a: HAVE A TEMPORARY LABEL NOT TO BE REMOVED BEFORE INSPECTION BY THE ENFORCEMENT AGENCY LISTING THE CERTIFIED U -VALUE AND CERTIFYING THAT THE AIR -INFILTRATION RATES DO NOT EXCEED THOSE LISTED IN TABLE 1-E b: HAVE A PERMANENT LAB LISTING THE U -VALUE, CERTIFYING ORGANIZATION AND RATING PROCEDURES. E: NO SITE BUILT DOORS, WINDOWS, AND/OR SKYLIGHTS OTHER THAN GARAGE OVER -HEAD AND WATER HEATER DOOR F: JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPE THAT ARE POTENTIAL SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKET -ED, AND/OR WEATHER-STRIPPED TO LIMIT AIR INFILTRATION AND EX -FILTRATION. G: ALL INSULATING MATERIAL SHALL BE INSTALLED IN COMPLIANCE WITH THE FLAME SPREAD RATING SMOKE DENSITY REQUIREMENTS OF THE UBC SECTIONS 1712 END 1713. H: MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE THE FOLLOWINGS a: CLOSABLE METAL OR GLASS DOORS COVERING THE ENTIRE OPENING OF THE FIREBOX. b: A COMBUSTION AIR INTAKE TO DRAW AIR FROM OUTSIDE THE BUILDING DIRECTLY INTO THE FIREBOX, WHICH IS AT LEAST 6 SQ. IN. IN AREA AND FITTED WITH A TIGHT FITTING, READILY ACCESSIBLE, OPERABLE DAMPER OR COMBUSTION AIR DEVICE. THIS REQUIREMENT IS WAIVED FOR FIREPLACES OVER A CONCRETE SLAB AND NOT LOCATED ON AN EXTERIOR WALL. c: CONTINUOUS BURNING PILOT LIGHTS AND THE USE OF INDOOR AIR FOR THE COOLING OF A FIREBOX JACKET ARE PROHIBITED. I: ALL HEATING AND COOLING SYSTEMS OTHER THAN A WOOD BURNING STOVE SHALL HAVE AN AUTOMATIC THERMOSTAT W/ A CLOCK MECHANISM OR OTHER SETBACK. J: HEAT PUMPS W/ SUPPLEMENTARY ELECTRIC RESISTANCE HEATERS SHALL HAVE CONTROLS: a: THAT PREVENT SUPPLEMENTARY HEATER OPERATION WHEN THE HEATING LOAD CAN BE MET BY THE HEAT PUMP ALONE; AND b: IN WHICH THE CUT -ON TEMPERATURE FOR THE COMPRESSION HEATING IS HIGHER THAN THE CUT ON TEMPERATURE FOR THE SUPPLEMENTARY HEATING AND THE CUT-OFF TEMPERATURE FOR THE COMPRESSION HEATING IS HIGHER THAN THE CUT ON TEMPERATURE FOR THE SUPPLEMENTARY HEATING. K: THE AIR HANDLING DUCT SYSTEM SHALL BE CONSTRUCTED, INSTALLED, SEALED, AND INSULATED AS PROVIDED IN CHAPTER 10 OF THE UMC. (MUST BE INSULATED TO A MIN. OF R4.2 OR BE IN CONDITIONED SPACE. L: ALL FAN SYSTEMS EXHAUSTING AIR FROM THE BUILDING TO THE OUTSIDE SHALL BE PROVIDED W/ BACK DRAFT OF AUTOMATIC DAMPERS TO PREVENT AIR LEAKAGE. M: UNFIRED HOT WATER TANKS, SUCH AS STORAGE TANKS AND BACK-UP STORAGE TANKS FOR SOLAR WATER HEATING SYSTEMS, SHELL BE EXTERNALLY WRAPPED WITH AN INSULATION OF R12 OR HAVE INTERNAL INSULATION OF R16 OR GREATER AND HAVE A LABEL IDENTIFYING THE INTERNAL INSULATION R VALUE. N: PIPING WHETHER BURIED OR UNBURIED, FOR RE -CIRCULATING SECTIONS OF DOMESTIC HOT WATER SYSTEMS, PIPING FROM THE HEATING SOURCE TO THE STORAGE TANK FOR AN INDIRECT FIRED DOMESTIC HOT WATER SYSTEMS, COOLING SYSTEM PIPING BELOW 55 DEGREE FAHRENHEIT, END THE FIRST FIVE FEET OF HOT AND COLD WATER PIPES FOR NON RE -CIRCULATING SYSTEMS SHALL BE THERMALLY INSULATED IN ACCORDANCE W/ TABLE NO. 1-S O: LAMPS USED IN LUMINARIES FOR GENERAL LIGHTING IN KITCHENS AND BATHROOMS SHALL HAVE AN EFFICACY OF NOT LESS THAN 40 LUMENS PER WATT. (FLUORESCENT TYPE LIGHTING) FINISH MATERIAL POLLUTION CONTROL a. ADHESIVES, SEALANTS AND CAULKS SHALL MEET OR EXCEED THE STANDARDS OUTLINED IN SECTION 4.504.2.1 AND COMPLY WITH THE VOC LIMITS IN TABLES 4.505.1 AND 4.504.2 AS APPLICABLE. b. PAINTS AND COATINGS SHALL MEET OR EXCEED THE STANDARDS OUTLINED IN SECTION 4.504.2.2 AND COMPLY WITH THE VOC LIMITS IN TABLE 4.504.3 c. AEROSOL PAINTS AND COATINGS SHALL MEET OR EXCEED THE STANDARDS OUTLINED IN SECTION 4.504.2.3 d. ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET ALL THE TESTING AND PRODUCT REQUIREMENTS OF THE FOLLOWING: i. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM OR ii. CALIFORNIA DEPT OF PUBLIC HEALTH STANDARD PRACTICE FOR THE TESTING OF VOC'S (SPEC 01350) OR iii. NSF/ANSI 140 AT THE GOLD LEVEL OR iv. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE GOLD. e. ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM. CARPET ADHESIVES SHALL NOT EXCEED A VOC LIMIT OF 50 g/L. f. A MIN. OF 50% OF THE FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH THE VOC EMISSION LIMITS DEFINED IN THE CHPS LOW -EMITTING MATERIALS LIST OR CERTIFIED UNDER THE RFCI FLOORSCORE PROGRAM. g. COMPOSITE WOOD PRODUCTS (HARDWOOD, PLYWOOD, PARTICLE BOARD, AND MDF) INSTALLED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET OR EXCEED THE STANDARDS OUTLINED IN TABLE 4.504.5. VERIFICATION OF COMPLIANCE WITH THESE SECTIONS MUST BE PROVIDED AT THE TIME OF INSPECTION. AEROSOL ADHESIVES, SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKING, WHICH DO NOT WEIGH MORE THAN 1 POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON THE USE OF CERTAIN TOXIC COMPOUNDS, OF CCR, TITLE 17, COMMENCING WITH SECTION 94507. FIRE PROTECTION SYSTEMS • THE REQUIRED FIRE FLOW FOR PUBLIC FIRE HYDRANTS AT THIS LOCATION IS 1,000 gpm, AT 20 psi RESIDUAL PRESSURE, FOR A DURATION OF 2 HRS OVER AND ABOVE MAXIMUM DAILY DOMESTIC DEMAND. FIRE CODE 508.3 AND FIRE DEPARTMENT REGULATION 8. • SPRINKLERS ARE REQUIRED IN NEW SINGLE FAMILY AND 2 FAMILY DWELLINGS. PROVIDE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM. PLANS SHALL BE SUBMITTED TO THE SPRINKLER PLAN CHECK UNIT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. BUILDING CODE 903.2.8/ CRC R13.2 • SPRINKLERS ARE REQUIRED IN NEW ATTACHED GARAGES. CRC R309.6 • SPRINKLERS ARE REQUIRED THROUGHOUT EXCEPT FOR LOCATIONS PER CRC 313.3.1.1. • SPRINKLERS SHALL BE NEW LISTED RESIDENTIAL TYPE SPRINKLERS AND SHALL BE INSTALLED PER THE MANUFACTURERS SPECIFICATIONS. CRC 313.3.2 • THROUGH PENETRATIONS OF FIRE -RESISTANCE RATED CONSTRUCTION SHALL BE IN ACCORDANCE WITH CRC SECTION R302.4.1 OR R302.4.2. • MEMBRANE PENETRATIONS OF FIRE RESISTIVE CONSTRUCTIONS IN DUPLEXES SHALL BE IN ACCORDANCE WITH CRC R302.4.1 AND CRC R302.4.2. FIRE BLOCKING: FIRE BLOCKING SHALL BE INSTALLED IN A COMBUSTIBLE CONCEALED LOCATIONS IN ACCORDANCE WITH CRC R302.11 IN THE FOLLOWING LOCATIONS: a. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: i. VERTICALLY AT THE CEILING AND FLOOR LEVELS. ii. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10". b. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL STUD WALL OR PARTITION SPACES AND CONCEALED HORIZONTAL SPACES CREATED BY AN ASSEMBLY OF FLOOR JOISTS OR TRUSSES, AND BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS. c. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TIP AND BOTTOM OR THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL ALSO COMPLY. d. WHERE ANNULAR SPACE PROTECTION IS PROVIDED IN ACCORDANCE WITH CRC R302.4 FIRE BLOCKING SHALL BE INSTALLED AT OPENINGS AROUND VENTS, PIPES, DUCTS, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. • WALL AND CEILING SHALL NOT EXCEED FLAME SPREAD CLASSIFICATIONS IN CRC R302.9 • PENETRATIONS OR OPENINGS IN ACOUSTICALLY RATED WALL FOR PIPING, ELECTRICAL DEVICES, RECESSED CABINETS, BATHTUBS, SOFFITS OR HEATING, VENTILATION OR EXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED OR OTHERWISE TREATED TO MAINTAIN THE REQUIRED RATINGS. • WALL AND CEILING OPENINGS: OPENINGS IN THE SHELL OF THE RESIDENCE WHICH DEGRADE ITS ABILITY TO ACHIEVE AN INTERIOR CNEL RATING OF 45dB OR LESS WHEN ALL DOORS AND WINDOWS ARE CLOSED ARE PROHIBITED. ANY ACCESS PANEL, PET DOORS, MAIL DELIVERY DROPS, AIR-CONDITIONING, OR OTHER OPENINGS MUST BE DESIGNED TO MAINTAIN THE 45 dB CNEL OR LESS STANDARD IN THE ROOM TO WHICH THEY PROVIDE ACCESS. • THE OPERATION AND MAINTENANCE MANUAL WITH CONTENT PER 4.410.1 AND IN A FORMAT ACCEPTABLE TO THE ENFORCING AGENCY SHALL BE PLACED IN THE BUILDING AT THE TIME OF THE FINAL INSPECTION. REFER TO HCD RESIDENTIAL GUIDE FOR MANUAL FORMAT AND SUGGESTED CONTENT. V L: W Q - a) m I Z �3�zcnov:mr� aJp OONW—WUO QyW~d'Ni-=� 1 000J 300 3 3T 3 a -0O 3�3v�z N_I ZX xaZEC5 nm-<Lu(n oam � CL O U N Z 0 0 .JYWO ?Cno37 r0 H2�`HW Cp D� zmaoo af of » O W H z 0 D— W zm�a33o�_a3Y REVISIONS: Plan Check Corr, 5.5.1 G DRAWN BY: K.M. R.O.C. JOB NO: DATE: OCTOBER 20, 2016 SCALE: SHEET TITLE U) U) W z ~ O O Q> IY W W Of z m Lu ED 0< SHEET NUMBER: A-0.1 115 > t0 W W C-4 L U to 3 � � O V L: W Q - a) m I Z �3�zcnov:mr� aJp OONW—WUO QyW~d'Ni-=� 1 000J 300 3 3T 3 a -0O 3�3v�z N_I ZX xaZEC5 nm-<Lu(n oam � CL O U N Z 0 0 .JYWO ?Cno37 r0 H2�`HW Cp D� zmaoo af of » O W H z 0 D— W zm�a33o�_a3Y REVISIONS: Plan Check Corr, 5.5.1 G DRAWN BY: K.M. R.O.C. JOB NO: DATE: OCTOBER 20, 2016 SCALE: SHEET TITLE U) U) W z ~ O O Q> IY W W Of z m Lu ED 0< SHEET NUMBER: A-0.1 115 CAL GREEN - RESIDENTIAL MINIMUM REQUIREMENTS SCOPE 1. 2013 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 OUR 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) 2. 2013 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. LIGHTING (NBMC 15.11.010, A4.203.1.1, A4.204.1.1): A. ALL NEWLY INSTALLED, PERMANENTLY INSTALLED LIGHTING SHALL BE HIGH EFFICACY. PERMANENTLY INSTALLED LIGHTING SHALL BE INSTALLED IN KITCHENS, BATHROOMS, UTILITY ROOMS AND PRIVATE GARAGES AT A MINIMUM. I. EXCEPTION 1: PERMANENTLY INSTALLED NIGHT LIGHTS IN COMPLIANCE WITH BEES 150.0(k)1 E. ii. EXCEPTION 2: LIGHTING INTEGRAL TO EXHAUST FANS IN COMPLIANCE WITH BEES 150.0(k)1F. B. ALL NEWLY INSTALLED, PERMANENTLY INSTALLED LIGHTING IN BATHROOMS SHAL BE CONTROLLED BY A VACANCY SENSOR. i. EXCEPTION: ONE HIGH EFFICACY LUMINAIRE WITH TOTAL LAMP WATTAGE RATED TO CONSUME NO GREATER THAN 26 WATTS OF POWER. C. EVERY NEW ROOM GREATER THAN 70 SQUARE FEET WHICH DOES NOT HAVE NEWLY INSTALLED, PERMANENTLY INSTALLED LIGHTING AND HAS NEWLY INSTALLED RECEPTACLES SHALL HAVE AT LEAST ONE SWITCHED RECEPTACLE INSTALLED. D. ALL PERMANENTLY INSTALLED OUTDOOR LIGHTING SHALL BE CONTROLLED BY A MANUAL ON AND OFF SWITCH THAT DOES NOT OVERRIDE TO ON THE AUTOMATIC ACTIONS OF THE PHOTOCONTROL, ASTRONOMICAL TIME CLOCK, OR ENERGY MANAGEMENT CONTROL SYSTEM IN COMPLIANCE WITH BEES 150.0(k)9Ai & 150.0(k)9Aiii. 4. NEW BUILDING: THE QUALITY INSULATION INSTALLATION (QII) PROCEDURES SPECIFIED IN THE BUILDING ENERGY EFFICIENCY STANDARDS REFERENCE RESIDENTIAL APPENDIX RA3.5 SHALL BE COMPLETED. (NBMC 15.11.010, CG A4203.1.1.2) 5. 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) MATERIAL CONSERVATION AND RESOURCES EFFICIENCY 6. 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 7. UTILIZE ONE OF THE CITY'S APPROVED FRANCHISE HAULER TO RECYCLE AND/OR SALVAGE A MINIMUM OF 50% OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE. (4.408.1,4.408.3) WATER EFFICIENCY AND CONSERVATION 8. AUTOMATIC IRRIGATION SYSTEMS CONTROLLERS SHALL BE WEATHER -BASED OR SOIL MOISTURE -BASED (4.304.1). 9. PLUMBING FIXTURES AND FITTINGS SHALL COMPLY WITH THE FOLLOWING (4.303.1): FIXTURE TYPE FORMALDEHYDE LIMITS Maximum formaldehyde Emissions in Parts per Million MAXIMUM FLOW RATE Single Showerheads 2 gpm @ 80 psi Multiple showerheads Combine flow rate of 2gpm @80 psi Residential lavatory faucets 1.5 gpm @ 60 psi2 Common and public use lavatory faucets 9"' si K'Itchen faucets 1.5 m 60 si Metering faucets 0.25 allons er c le maximum Water Closets 1.28 allons/flush Urinal 0.5gallon/flush Structural glazing adhesives 1. Includes single and dual flush water closets with an effective flush rate of 1.28 gallons or less when tested per ASME Al 22.19.233.2 for single flush and ASME Al 12.19.14 for dual flush toilets. 2. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi. 3. Amended by NBMC 15.11.010 to comply with A4.303.1 10. DISHWASHER AND CLOTHES WASHERS SHALL BE QUALIFIED ENERGY STAR APPLIANCE WITH MAXIMUM WATER USE AS FOLLOWS (NBMC 15.11.010): A. STANDARD DISHWASHERS: 4.25 GALLONS PER CYCLE B. COMPACT DISHWASHERS: 3.5 GALLONS PER CYCLE C. CLOTHES WASHERS: WATER FACTOR OF 6 GALLONS PER CUBIC FOOT OF DRUM CAPACITY ENVIRONMENTAL QUALITY 11. 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 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 POINTS 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. 12. AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT WITH PRODUCT WEIGHTED MIR LIMITS FOR ROC AND OTHER TOXIC COMPOUNDS IN SECTION 94522(a)(3) AND OTHER REQUIREMENTS IN SECTIONS 94522(c)(2) AND (d)(2) OF THE CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94522. (4.504.2.3) 13. CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH ONE 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 14. 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 PRODUCTS DATABASE. B. PRODUCTS COMPLIANT WITH CHPS CRITERIA CERTIFIED UNDER THE GREENGUARD CHILDREN & SCHOOLS PROGRAMS. C. CERTIFIED UNDER THE RESILIENT FLOORING COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM. D. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH SPECIFICATION 01350. 15. ADHESIVES, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH VOLATILE ORGANIC COMPOUNDS (VOC) LIMITS SET FORTH IN TABLE 4.504.2 OR TABLE 4.505.2. (4.504.2.1) 16. 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) 17. 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): 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). 18. 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) 19. 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-2004 (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR EQUIVALENT DESIGN METHODS. B. SIZE DUCT SYSTEMS ACCORDING TO ANSI/ACCA 1 MANUAL D-2009 (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-2004 (RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 20. FILTERS WITH A HIGHER VALUE THAN MERV 7 SHALL BE INSTALLED ON CENTRAL AIR OR VENTILATION SYSTEMS. THE PRESSURE DROP ACROSS THE FILTER SHALL NOT EXCEED 0.1 INCHES WATER COLUMN. (NBMC 15.11.030) INSTALLER AND SPECIAL INSPECTOR QUALIFICATIONS 21. 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) 22. HVAC SPECIAL INSPECTORS MUST BE QUALIFIED AND ABLE TO DEMONSTRATE COMPETENCE IN THE DISCIPLINE THEY ARE INSPECTING. (702.2) DOCUMENTATIONS 23. 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) 24. 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, &4.503.3.(4.504.2.4) 25. 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) 26. 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) 27. CAL GREEN DOCUMENTATION COMPLIANCE CERTIFICATION FORM (CITY FORM) IS REQUIRED TO BE SUBMITTED TO THE BUILDING INSPECTOR PRIOR TO FINAL BUILDING INSPECTION. (SECTION 703.1) ADHESIVE VOC LIMIT "' Less Water and Less Exempt Compounds in Grams per Liter FORMALDEHYDE LIMITS Maximum formaldehyde Emissions in Parts per Million ARCHITECTURAL APPLICATIONS PRODUCT Indoor carpet adhesives LIMIT Hardwood plywood veneer core 0.05 Hardwood plywood composite core 0.05 Particleboard 60 0.09 Medium density fiberboard 0.11 Thin medium density fiberboard 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). 18. 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) 19. 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-2004 (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR EQUIVALENT DESIGN METHODS. B. SIZE DUCT SYSTEMS ACCORDING TO ANSI/ACCA 1 MANUAL D-2009 (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-2004 (RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 20. FILTERS WITH A HIGHER VALUE THAN MERV 7 SHALL BE INSTALLED ON CENTRAL AIR OR VENTILATION SYSTEMS. THE PRESSURE DROP ACROSS THE FILTER SHALL NOT EXCEED 0.1 INCHES WATER COLUMN. (NBMC 15.11.030) INSTALLER AND SPECIAL INSPECTOR QUALIFICATIONS 21. 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) 22. HVAC SPECIAL INSPECTORS MUST BE QUALIFIED AND ABLE TO DEMONSTRATE COMPETENCE IN THE DISCIPLINE THEY ARE INSPECTING. (702.2) DOCUMENTATIONS 23. 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) 24. 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, &4.503.3.(4.504.2.4) 25. 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) 26. 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) 27. CAL GREEN DOCUMENTATION COMPLIANCE CERTIFICATION FORM (CITY FORM) IS REQUIRED TO BE SUBMITTED TO THE BUILDING INSPECTOR PRIOR TO FINAL BUILDING INSPECTION. (SECTION 703.1) ADHESIVE VOC LIMIT "' Less Water and Less Exempt Compounds in Grams per Liter CBC TABLE 3306.1 PROTECTION OF PEDESTRIANS 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 file 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 350 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 250 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 the VOC content specified in this table, see South Coast Air Quality Management District Rule 1168. SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter CBC TABLE 3306.1 PROTECTION OF PEDESTRIANS COATING CATEGORYVOC SEALANTS VOC LIMIT Architectural Nonflat coatings 250 Marine deck 150 760 Nonmembrane roof Aluminum roof coatings 300 Roadway 400 250 Single -ply roof membrane Bituminous roof primers 450 Other 350 420 350 SEALANT PRIMERS 100 Architectural Nonporous Porous 50 250 775 Modified bituminous Faux finishing coatings 500 Marine deck 350 760 Other Form -release compounds 750 VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS ' (Grams of VOC per Liter of Coating, Less Water and Less Exempt Compounds CBC TABLE 3306.1 PROTECTION OF PEDESTRIANS COATING CATEGORYVOC LIMIT Flat coatings 50 Nonflat coatings 100 Nonflat-hi h gloss coatings 150 Specialty Coatings None Aluminum roof coatings 400 Basementspecialty coatings 400 Bituminous roof coatings 50 Bituminous roof primers 350 Bond breakers 350 Concrete curing compounds 350 Concretalmasonry 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 (signpaints) 500 High temperature coatings 420 Industrial maintenance coatings 250 Low solids coatings' 120 Magnesite cement coatings 450 Mastic texture coatings 100 Metallic pigmented coatings 500 Multicolor coatings 250 Pretreatment wash primers 420 Primers, sealers, and underooaters 100 Reactive penetrating sealers 350 Recycled coatings 250 Roof coatings 50 Rust preventative coatings 250 Shellacs Clear Opaque 730 550 Specialty rimers, 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 Iker 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. RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS 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 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE, SECTION 4.303. 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 15.11.020) 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. 41111x011:1tN_11llj 21ATAINd 5. ELECTRICAL SERVICE TO 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) 6. EDISON COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION. 7. FIELD INSPECTORS TO REVIEW AND APPROVE UNDERGROUND SERVICE REQUIREMENT PRIOR TO CONCRETE PLACEMENT. 8. SERVICE EQUIPMENT AND SUBPANELS TO HAVE A MIN 30" WIDE BY 36" DEEP CLEAR WORK SPACE. CONSTRUCTION 9. PEDESTRIAN PROTECTION ADJACENT TO PUBLIC WAY TO BE AS FOLLOWS: 10. ALL EXTERIOR LATHE AND PLASTER SHALL HAVE TWO LAYERS OF GRADE D PAPER OVER WOOD BASE SHEATHING. (CRC R703.6.3, CBC 2510.6) 11. WALL COVERINGS 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 1210.2.3) 12. NOT USED 13. 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 3109.4.4.2) 14. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (CRC R314.3, CBC 907.2.11.2): 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. SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE WITH CRC R314.4 & R314.5 OR CBC 907.2.11.3 & 907.2.11.4. 15. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (CRC R315.3, CBC 420.6): A. OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) B. ON EVERY LEVEL OF THE DWELLING UNIT INCLUDING BASEMENTS. CARBON MONOXIDE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE WITH CRC R315.1.1 & R315.1.2 OR CBC 420.6.1.2 & 420.6.1.3. 16. NOT USED 17. HAND OPERATED CONSTRUCTION TOOLS POWERED BY ELECTRICITY MUST USE POWER PROVIDED BY SOUTHERN CALIFORNIA EDISON THROUGH A TEMPORARY POWER 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 CBC TABLE 3306.1 PROTECTION OF PEDESTRIANS Required Setback HEIGHT OF CONSTRUCTION DISTANCE FROM CONSTRUCTION TO LOT LINE TYPE OF PROTECTION REQUIRED Less than 5 feet Construction railings 8 feet or less 5 feet or more None > 1 day Less than 5 feet Banner and covered walkway 5 feet or more, but not more than one-fourth the height of construction Barrier and covered walkway More than a feet 5 feet or more, but between one-fourth and one-half the height of construction Barrer 5 feet or more, but exceeding one-half the height of construction None 10. ALL EXTERIOR LATHE AND PLASTER SHALL HAVE TWO LAYERS OF GRADE D PAPER OVER WOOD BASE SHEATHING. (CRC R703.6.3, CBC 2510.6) 11. WALL COVERINGS 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 1210.2.3) 12. NOT USED 13. 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 3109.4.4.2) 14. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (CRC R314.3, CBC 907.2.11.2): 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. SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE WITH CRC R314.4 & R314.5 OR CBC 907.2.11.3 & 907.2.11.4. 15. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (CRC R315.3, CBC 420.6): A. OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) B. ON EVERY LEVEL OF THE DWELLING UNIT INCLUDING BASEMENTS. CARBON MONOXIDE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE WITH CRC R315.1.1 & R315.1.2 OR CBC 420.6.1.2 & 420.6.1.3. 16. NOT USED 17. HAND OPERATED CONSTRUCTION TOOLS POWERED BY ELECTRICITY MUST USE POWER PROVIDED BY SOUTHERN CALIFORNIA EDISON THROUGH A TEMPORARY POWER 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 Required Required Setback Hours Setback from from Adjacent Property Line 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 FINE 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. FIREPLACE 18. GAS FIREPLACE APPLIANCES SHALL BE A DIRECT -VENT SEALED -COMBUSTION TYPE. (CG 4.503.1) 19. FACTORY -BUILT FIREPLACES, CHIMNEYS, AND ALL OTHER COMPONENTS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF THE LISTING (CRC R1004.1, CBC 2111.13.1) 20. 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, CBC 2113.9) sacru Arum Ar 21. ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR FIXTURES SHALL BE PROVIDED WITH AN EXHAUST FAN WITH A MINIMUM CAPACITY OF 50 CFM DUCTED TO TERMINATE OUTSIDE THE BUILDING. (CRC R303.3, CG 4.506.1, CBC 1203.4.3.2.1, CMC 403.7) 22. THE CLOTHES DRYER VENT SHALL NOT EXCEED 14 FT IN OVERALL LENGTH WITH MAXIMUM TWO 90 DEGREE ELBOWS. (CMC 504.3.1) 23. ENVIRONMENTAL AIR DUCTS SHALL TERMINATE MIN 3 FEET FROM PROPERTY LINE OR OPENINGS INTO BUILDING. (CMC 504.5) 24. MECHANICAL EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CMC 303.1) 25. DOMESTIC RANGE VENTS TO BE SMOOTH METALLIC INTERIOR SURFACE. (CMC 504.2) 26. SUPPLY AND RETURN AIR DUCTS TO BE INSULATED AT A MIN OF R-6. (CAL ENERGY CODE TABLE 150-1-A) PLUMBING 27. PLUMBING FIXTURES: A. NEW CONSTRUCTION & ADDITION/ALTERATIONS THAT INCREASE CONDITIONED SPACE AREA, VOLUME OR SIZE (CG 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: 2.0 GPM @ 80 PSI II. LAVATORY FAUCETS: 1.5 GPM @ 60 PSI III. KITCHEN FAUCETS: 1.5 GPM @ 60 PSI IV. WATER CLOSET: 1.28 GALLONS PER FLUSH 28. 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) 29. THE WATER HEATER BURNER TO BE AT LEAST 18 INCHES ABOVE THE GARAGE FLOOR, IF LOCATED IN A GARAGE. (CPC 507.13) 30. 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 31. WATER HEATERS TO BE STRAPPED AT TOP AND BOTTOM WITH 1 1/2" x 16 GAUGE STRAP WITH 3/8" DIA x 3" LAG BOLT EACH END. (CPC 507.2) 32. ABS AND PVC DRAIN WASTE AND VENT PIPING MATERIAL IS LIMITED TO 2 STORIES MAX. (CPC 701.1(2)(a) & 903.1.1) 33. ABS AND PVC ROOF AND DECK DRAIN MATERIAL IS LIMITED TO 2 STORIES MAX. (CPC 1101.3.1) 34. ROOF AND DECK DRAIN SYSTEMS INSIDE THE BUILDING ARE REQUIRED TO BE INSTALLED WITH DIRECTIONAL DWV DRAINAGE FITTINGS. (CPC 1101.3 & 706.0) 35. CLEANOUTS ARE REQUIRED WITH 2 FEET OF THE CONNECTION BETWEEN THE INTERIOR ROOF AND DECK DRAIN PIPING SYSTEM, AND THE EXTERIOR ONSITE STORM DRAIN SYSTEM. (CPC 1101.12) 36. ALL HOSE BIBBS ARE TO HAVE VACUUM BREAKERS. 37. THE MAXIMUM AMOUNT OF WATER CLOSETS ON A 3 INCH HORIZONTAL DRAINAGE SYSTEM LINE IS 3. (CPC TABLE 703.2) 38. THE MAXIMUM AMOUNT OF WATER CLOSETS ON A 3 INCH VERTICAL DRAINAGE SYSTEM LINE IS 4. (CPC TABLE 703.2) 39. PROVIDE GAS LINE WITH A MIN. CAPACITY OF 200,000 BTU FOR WATER HEATER. (CAL ENERGY CODE 150.0(n) 40. PROVIDE A CONDENSATE DRAIN NO MORE THAN 2 INCHES ABOVE THE BASE OF THE WATER HEATER SPACE. (CAL ENERGY CODE 150.0(n) 41. 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) 42. INSULATE ALL 3/4" AND LARGER HOT WATER PIPES. CAL ENERGY CODE 150.00)(2) 43. ALL RECEPTACLE OUTLETS IN BATHROOMS, ABOVE KITCHEN COUNTERTOPS, IN CRAWL SPACES, GARAGES, ROOFTOPS, OUTDOOR SPACES AND WITHIN 6' OF A WET BAR SINK/LAUNDRY SINK ARE TO BE PROTECTED BY A GROUND FAULT CIRCUIT INTERRUPTER (GFCI). (CEC 210.8) 44. ALL RECEPTACLE OUTLETS ARE REQUIRED TO BE LISTED TAMPER RESISTANT. (CEC 406.12 & 210.52) 45. COMBINATION TYPE AFCI CIRCUIT BREAKERS ARE REQUIRED FOR ALL 120 VOLT SINGLE PHASE 15/20 AMP BRANCH CIRCUITS. EXCEPT FOR BATHROOMS, KITCHENS, GARAGES, OUTDOOR SPACES AND LAUNDRY ROOMS. (CEC 210.12(b)) 46. AT A MINIMUM, ONE DEDICATED 20 AMP CIRCUIT IS REQUIRED FOR A BATHROOM. (CEC 406.9(c)) 47. A GFCI PROTECTED RECEPTACLE IS REQUIRED WITHIN 3 FEET OF THE EDGE OF EACH SINK IN A BATHROOM. (CEC 210.52(d)) 48. RECEPTACLE OUTLETS ARE NOT ALLOWED WITHIN OR OVER A BATHTUB OR SHOWER STALL. (CEC 406.9(c). 49. SUBPANELS ARE NOT ALLOWED TO BE LOCATED IN BATHROOMS OR CLOTHES CLOSETS. (CEC 240.24(d) & 240.25(e)) 50. CIRCUITS SHARING A GROUNDED CONDUCTOR (NEUTRAL) WITH TWO UNGROUNDED (HOT) CONDUCTORS MUST USE A TWO POLE CIRCUIT BREAKER OR AN IDENTIFIED HANDLE TIE. (CEC 210.4(b)) GROUP NON -CABLE CIRCUITS IN PANEL (CEC 210.4(4)) 51. THE RECEPTACLE OUTLETS THAT SERVE KITCHEN COUNTER TOPS DINING ROOMS BREAKFAST AREAS AND PANTRIES MUST HAVE A MIN. OF 2 DEDICATED 20 AMP CIRCUITS. (CEC 210.52(b)(1)) 52. KITCHEN COUNTER TOPS 12 INCHES OR WIDER MUST HAVE A RECEPTACLE OUTLET. (CEC 210.52(c)) 53. 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)) 54. ISLAND AND PENINSULAR COUNTER TOPS MUST HAVE AT LEAST ONE RECEPTACLE. (CEC 210.52(c)(1) AND (2)) 55. 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)) 56. HALLWAYS 10 FEET OR MORE MUST HAVE AT LEAST ONE RECEPTACLE OUTLET. (CEC 210.52(h)) 57. LAUNDRY ROOMS MUST HAVE AT LEAST ONE DEDICATED 20 AMP RECEPTACLE CIRCUIT. (CEC 210.11(2)) 58. PROVIDE 120V RECEPTACLE WITHIN 3 FEET OF WATER HEATER. (CAL ENERGY CODE 150.0(n) FOUNDATION 59. 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 R703.6.2.1, CBC 2512.1.2) 60. 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 2304.9.5.1) 61. 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 2308.12.8, ACCEPTABLE ALTERNATE SDPWS 4.3.6.4.3) OQti Zrfl0MWd _ti W 000 Ul KiLi00 ayujEm 01000J3�xzo E1EL<<za0Y zX Zt�Wz"�Wsx 0 0 W O a z 02 0 UJ Q W 0 Q_ a x 0 V)0U)ZW X In F W O w Y F N ~ g� zma0o F- KW 0W W 5 00 m 0l. W ZQ 0 D 2 v REVISIONS: DRAWN BY: K.M. R.O.C. JOB NO: DATE: OCTOBER 20, 2016 SCALE: SHEET TITLE: CO W I- O z J Q D_ LU Z W (7 SHEET NUMBER: A-0.2 17 OTHER NOTES SECURITY NOTES GENERAL GRADING SPECIFICATIONS 1: PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED GENERAL SEWAGE DISPOSAL SYSTEM. (R306.3) 1: ALL ENTRY DOORS TO DWELLING UNITS OR GUEST ROOMS SHALL BE ARRANGED SO THAT THE OCCUPANT HAS A VIEW OF THE AREA IMMEDIATELY OUTSIDE THE DOOR WITHOUT OPENING THE DOOR. 1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE 2: KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE SUCH VIEW MAY BE PROVIDED BY A DOOR VIEWER, THROUGH WINDOWS LOCATED IN THE VICINITY OF PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED THE DOOR, OR THROUGH VIEWPORTS IN THE DOOR OR ADJOINING WALL. 2. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. WATER SUPPLY. (R306.4) 3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 2: SCREENS, BARRICADES OR FENCES MADE OF A MATERIAL WHICH WOULD PRECLUDE HUMAN CLIMBING 4. WORK HOURS ARE LIMITED FROM 7:OOAM TO 6:30PM MONDAY THROUGH FRIDAY; 8:OOAM TO 6:OOPM 3: PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER SHALL BE PROVIDED AT EVERY PORTION OR ROOF, BALCONY OR SIMILAR STRUCTURE WHICH IS SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OR THE NBMC. HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION. WITHIN 8' OF A UTILITY POLE OR SIMILAR STRUCTURE. 5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. 4: PROVIDE 72" HIGH NON-ABSORBANT WALL ADJACENT TO SHOWER AND APPROVED 3: WOOD FLUSH -TYPE DOORS SHALL BE 1 3/8" MIN. THICKNESS WITH SOLID CORE CONSTRUCTION. 6. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. SHATTER -RESISTANT MATERIALS FOR SHOWER ENCLOSURE. (R308) (91.6709.1) DOOR STOPS OF IN -SWINGING DOORS SHALL BE ON ONE-PIECE CONSTRUCTION WITH THE 7. PERMITEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. JAMB OR JOINED BY RABBET TO THE JAMB. (6709.4) 8. APPROVED SHORING, DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO 5: FOR AN EXISTING POOL ON-SITE, AN ANTI -ENTRAPMENT COVER MEETING THE CURRENT ASTM OR PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. ASME IS REQUIRED FOR THE SUCTION OUTLETS OF THE SWIMMING POOL, TODDLER POOL AND SPA 4: EVERY DOOR IN A SECURITY OPENING FOR AN APARTMENT HOUSE SHALL BE PROVIDED WITH A LIGHT 9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING FOR SINGLE FAMILY DWELLINGS PER ASSEMBLY BILL (AB) NO.2977. BULB (60 WATT MIN.), AT A MAXIMUM HEIGHT OF 8' ON THE EXTERIOR. (6708) CODE AND APPROVED BY THE BUILDING OFFICIAL. ('W, 10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC 6: AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 325. 5: ALL PIN -TYPE DOOR HINGES ACCESSIBLE FROM OUTSIDE SHALL HAVE NON -REMOVABLE HINGE PINS. ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. ` HINGES SHALL HAVE MIN. 1/4" DIAMETER STEEL JAMB STUD WITH 1/4" MIN. PROTECTION. THE STRIKE 11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDINGS AND SLOPE AREAS. 7: SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN PLATE FOR LATCHES AND HOLDING DEVICE FOR PROJECTING DEAD BOLTS IN WOOD CONSTRUCTION 12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION DEVICES ON-SITE AT THE OCCUPANCY, UPON THE OWNER'S APPLICATION FOR A PERMIT FOR ALTERATIONS, REPAIRS OR SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NO LESS THAN 2 1/2" LONG. APPROPRIATE TIMES SHALL RESULT IN A "STOP WORK" ORDER. ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($1000). (R314.6.2) (91.6709.5, 6709.7) 13. ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC SCHEDULE 40 OR SDR 35 OR ADS 3000 WITH GLUED JOINTS. 8: WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDING ONE 6: PROVIDE DEAD BOLTS WITH HARDENED INSERTS, DEADLOCKING LATCH WITH KEY -OPERATED LOCKS 14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER THOUSAND DOLLARS ($1000), EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED ON EXTERIOR. DOORS MUST BE OPERABLE FROM THE INSIDE WITHOUT A KEY, SPECIAL KNOWLEDGE, STREETS, CURBS, GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM GARAGES OR FUEL -BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE ALARM IN OR SPECIAL EFFORT (LATCH NOT REQUIRED IN B,F AND S OCCUPANCIES). (6709.2) THE SITE. ACCORDANCE WITH SECTION R315.1. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING 7; STRAIGHT DEAD BOLTS SHALL HAVE A MIN. THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8", EROSION CONTROL ,. AND AHOOK-SHAPED OR AN EXPANDING -LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF 3/411. /'W\ 9: EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY (6709.2) 1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1, OR SHALL BE 2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15.. PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 8: THE USE OF A LOCKING SYSTEM WHICH CONSISTS OF A DEADLOCKING LATCH OPERATED BY A DOOR 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. KNOB AND A DEADBOLT OPERATED BY A NON -REMOVABLE THUMB TURN WHICH IS INDEPENDENT OF OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. (R303.1) THE DEADLOCKING LATCH AND WHICH MUST BE SEPARATELY OPERATED, SHALL NOT BE CONSIDERED DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, vv AS A SYSTEM WHICH REQUIRES SPECIAL KNOWLEDGE OR EFFORT WHEN USED IN DWELLING UNITS. WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. 10: A COPY OF THE EVALUATION REPORT AND / OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE DOOR KNOB AND THE THUMB TURN WHICH OPERATES THE DEADBOLT SHALL NOT BE SEPARATED 4. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE THE JOB SITE. BY MORE THAN 8". DURATION OF THE PROJECT. 11: PRIOR TO STARTING GRADING, EXCAVATION, CONSTRUCTION OF A NEW STRUCTURE OR ADDITION 9: WOOD PANEL -TYPE DOORS MUST HAVE PANELS AT LEAST 9/16" THICK WITH SHAPED PORTIONS NOT LESS THAN 1/4" THICK AND INDIVIDUAL PANELS MUST BE NO MORE THAN 300 SQUARE INCHES IN AREA. REQUIRED INSPECTIONS r AND REMODEL TO AN EXISTING STRUCTURE WITH A COMBINED FLOOR AREA EXCEEDING SEVENTY-FIVE (75) PERCENT OF THE FLOOR AREA OF THE PROPOSED STRUCTURE, THE BUILDING MULLIONS SHALL BE CONSIDERED A PART OF ADJACENT PANELS EXCEPT MULLIONS NOT OVER 18" 1. A PRE -GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE OFFICIAL SHALL REQUIRE THE SITE TO BE TEMPORARILY FENCED AND SCREENED ON ALL SIDES FOR LONG MAY HAVE AN OVERALL WIDTH OF NOT LESS THAN 2". STILES AND RAILS SHALL BE OF SOLID FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS THE DURATION OF THE CONSTRUCTION PROJECT. THE HEIGHT OF THE FENCE SHALL BE BETWEEN LUMBER IN THICKNESS WITH OVERALL DIMENSIONS OF NOT LESS THAN 1 3/8" AND 3" IN WIDTH. (91.6709 ENGINEER, GEOLOGIST, CITY BUILDING INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD 0; SEVENTY-TWO (72) AND EIGHTY-FOUR (84) INCHES, AND FENCE MATERIAL SHALL BE CHAIN LINK METAL ITEM 2) INSPECTIONS WILL BE OUTLINED AT THE MEETING. > Q FENCE OVERLAID ON THE EXTERIOR WITH AN OPAQUE VINYL SCREEN, OR OTHER EQUIVALENT 2. A PRE -PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB -GRADE �J N FENCING AND SCREENING MATERIAL AS APPROVED BY THE BUILDING OFFICIAL. 10: SLIDING DOORS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE MOVING PANEL PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING L C1 f0 (D TO PROHIBIT RAISING AND REMOVING OF THE MOVING PANEL IN THE CLOSED OR PARTIALLY OPEN CONTRACTORS, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY BUILDING INSPECTOR OR THEIR Q 12; DIMENSIONS INDICATED ARE TO FACE OF FINISHED SURFACE, UNLESS NOTED OTHERWISE. POSITION. (6710) REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 3 V 11: SLIDING DOORS SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE SO CONSTRUCTED AN to 7-120 1 3: THE CONSTRUCTION SHALL NOT RESTRICT A FIVE FOOT CLEAR UNOBSTRUCTED ACCESS TO ANY WATER GRADING FILLS/CUTS C OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXE5, TRANSFORMERS, VAULTS, PUMPS, INSTALLED THAT THEY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO THE TESTS SPECIFIED IN UJ UJ IZ VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SECTION 6717.1. 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 06 SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES - WHETHER OR NOT THE LINES ARE LOCATED ON 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO L a) THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL 12: METAL OR WOODEN OVERHEAD OR SLIDING DOORS SHALL BE SECURED WITH A CYLINDER LOCK, THE FINISHED SURFACE. eJ Z EXPENSES. PADLOCK WITH A MIN. 9/32" DIAMETER HARDENED STEEL SHACKLE AND BOLTED, HARDENED STEEL 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION HASPS, METAL SLIDE BOARD, BOLT OR EQUIVALENT DEVICE UNLESS SECURED ELECTRONICALLY. AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION 14: AN APPROVED SEISMIC GAS SHUTOFF VALVE SHALL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN (6711) TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL OR STRUCTURE CONTAINING THE FUEL GAS PIPING. 13: PROVIDE METAL GUIDES AT THE TOP AND BOTTOM OF METAL ACCORDION GRATE OR GRILLE -TYPE AREAS. DOORS AND CYLINDER LOCKS OR PADLOCKS. CYLINDER GUARDS SHALL BE INSTALLED ON ALL 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND 15: DIMENSIONS AND CONFIGURATION OF EXTERIOR AND INTERIOR WALLS, WINDOWS, DOORS, AND FLOOR CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL. ELEVATIONS ARE BASED ON CONTRACTOR'S FIELD MEASUREMENTS AND MAY VARY FROM ACTUAL OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. (6712) 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. CONSTRUCTION. ALL EXISTING CONDITIONS TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO START 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY OF CONSTRUCTION. ALL FINDINGS TO BE PROVIDED TO ARCHITECT AND OWNER FOR REVIEW PRIOR TO 14: IN B,F,M AND S OCCUPANCIES, PANES OF GLAZING WITH AT LEAST ONE DIMENSION GREATER THAN 5" ADDITIONAL FILLS ARE ADDED. CONSTRUCTION. THE ARCHITECT DOES NOT WARRANTY THAT THE EXISTING CONDITIONS ARE BUT LESS THAN 48" SHALL BE CONSTRUCTED OF TEMPERED OR APPROVED BURGLARY -RESISTANT 7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND ACCURATE ON THE PLAN AS SHOWN. ANY VARIATIONS FROM THE PLANS AS SHOWN ARE THE SOLE MATERIAL OR PROTECTED WITH METAL BARS OR GRILLES. (6714) BACKFILLED AND APPROVED BY THE SOILS ENGINEER. RESPONSIBILITY OF THE CONTRACTOR. 8. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE 15: GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR IS IN THE CLOSED POSITION PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND I G: ANY PROPOSED WORK ALONG THE PUBLIC RIGHT OF WAY, TO INCLUDE PROPOSED DRIVEWAY, REQUIRES SHALL BE FULLY TEMPERED GLASS OR APPROVED BURGLARY -RESISTANT MATERIAL, OR SHALL BE DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF, SUBSURFACE WATER A SEPARATE PERMIT THROUGH ENGINEERING DIVISION. PROTECTED BY METAL BARS, SCREENS OR GRILLS HAVING A MAXIMUM OPENING OF 2". THE OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PROVISIONS OF THIS SECTION SHALL NOT APPLY TO VIEW PORTS OR WINDOWS WHICH DO NOT PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. 17: ALL WOOD SILLS ON CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR. EXCEED 2" IN THEIR GREATEST DIMENSIONS. (6713) 9. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 10. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE 18: MAINTAIN 8" BETWEEN FINISH GRADE AND SILL. 16: LOUVERED WINDOWS SHALL BE PROTECTED BY METAL BARS OR GRILLS WITH OPENINGS THAT HAVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DIVISION MAY REQUIRE AT LEAST ONE DIMENSION OF 6" OR LESS, WHICH ARE CONSTRUCTED TO PRECLUDE HUMAN ENTRY. CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING. 19: PROVIDE 18" MIN. CLEARANCE FOR WOOD MEMBERS ABOVE GRADE. (6715.3) 11. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDING DIVISION. 12. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC. 20: FLOOR JOISTS SHALL NOT BE NOTCHED OR DAPPED IN ANY WAY UNLESS DETAILED. 17: OTHER OPENABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICES. IN B, F, M 13. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING AND S OCCUPANCIES, SUCH DEVICES SHALL BE GLIDE BARS, BOLTS, CROSS -BARS AND / OR PADLOCKS GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY 21: PROVIDE APPROVED FLASHING AT ALL EXTERIOR OPENINGS. WITH MINIMUM 9/32" HARDENED STEEL SHACKLES AND BOLTED, HARDENED STEEL HASPS. (6715.2) GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE BUILDING DIVISION FOR APPROVAL. 22: ALL STRUCTURAL FIELD WELDING REQUIRES A SPECIAL INSPECTION. 18: SLIDING WINDOWS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE MOVING 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY PANEL TO PROHIBIT RAISING AND REMOVING OF THE MOVING PANEL IN THE CLOSED OR PARTIALLY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN 23: ALL STRUCTURAL SHOP WELDING REQUIRES A SPECIAL INSPECTION UNLESS PERFORMED IN THE OPEN POSITION. (6715.1) APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE BUILDING DIVISION PRIOR TO SHOP OF A LICENSED FABRICATOR, WHO SHALL SUBMIT A CERTIFICATE OF FABRICATION TO THE CONSTRUCTION. o ¢ z n o v r BUILDING OFFICIAL BEFORE FRAMING APPROVAL. 19: SLIDING WINDOWS SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE SO CONSTRUCTED AND 15. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION w o 0 o cn w - w 0 0 x W a p --W N INSTALLED THAT THEY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO THE TESTS SPECIFIED IN OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES Y w } z - v)o o m ¢ 0 0 ¢ 24: HABITABLE ROOMS. ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS SECTION 6717.2. UPON COMPLETION. c = o m m 3 r a z w THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. ARTIFICIAL LIGHTING MAY BE USED IN LIEU OF 16. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF o a of o z ¢ N Y NATURAL LIGHTING. (8303) 20: ANY RELEASE FOR METAL BARS, GRILLS, GRATES OR SIMILAR DEVICES CONSTRUCTED TO PRECLUDE THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF U =0-w-05 HUMAN ENTRY THAT ARE INSTALLED SHALL BE LOCATED ON THE INSIDE OF THE ADJACENT ROOM AND CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED 0 0 w z U w ow o w ¢ 25: NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED AT LEAST 24" FROM THE CLOSEST OPENING THROUGH SUCH METAL BARS, GRILLS, GRATES OR FILL BLANKET WILL BE PLACED. N o¢a0 a= w 0 OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL SIMILAR DEVICES THAT EXCEEDS 2" IN ANY DIMENSION. (91.6715.4) 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 0 0 0 0 Z N � a m p 0 OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENABLE AREA 18. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE w = F-� 0 m � m ~ = o0 TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. (CRC 303. I) IN LIEU 21: ALL OTHER OPENINGS MUST BE PROTECTED BY METAL BARS OR GRILLES WITH OPENINGS OF NOT CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS Y z m a 0 m OF EXTERIOR OPENINGS FOR HABITABLE ROOMS, A MECHANICAL VENTILATING SYSTEM MEETING THE LESS THAN 6" IN ONE DIMENSION. (91.6716) THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE o r o w � z � 0 0 ~ w CALIFORNIA MECHANICAL CODE REQUIREMENTS MAY BE PROVIDED. (CRC R303) DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE z m � a ¢ ¢ U �_ a 3 Y REVISIONS: GRADING WORK AND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVE 2G: ADJOINING ROOMS. FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION REQUIREMENTS, ANY MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL. ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING ROOM WHEN AT LEAST ONE-HALF OF THE AREA OF THE COMMON WALL IS OPEN AND UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT DOCUMENTATION LE55 THAN ONE-TENTH OF THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT LE55 THAN 25 SQUARE BEST MANAGEMENT PRACTICES FEET (2.3 M2). (CRC 303.2) 1. AN AS -BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE 27: HEATER SHALL BE CAPABLE OF MAINTAINING A MIN. ROOM TEMPERATURE OF G8°F AT A POINT 3' AFF PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUBSURFACE DRAINAGE AND 2' FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN ROOM TEMPERATURE FACILITIES. HE/SHE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE (R303.8). 1: EVERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORMWATER FROM THE WITH THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL PROJECT SITE AT ALL TIMES. MOVED DURING THE OPERATION. 28: DAMPPROOFING, WHERE REQUIRED, SHALL BE INSTALLED WITH MATERIALS AS REQUIRED IN SECTION 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND R40G. 1. 2: ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE ELEVATION OF FIELD DENSITY TESTS. SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT DRAWN BY: 29: PROTECTION OF WOOD AND WOOD -BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE COURSES OR WIND. ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL K.M. LOCATIONS SPECIFIED PER SECTION 8317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND THAT IS PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA U I FOR THE SPECIES, PRODUCT, 3: STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM COMPLETION OF WORK IN ACCORDANCE WITH THE JOB SPECIFICATIONS. R.O.C. PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U 1. BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. 3. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF THE SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING JOB NO: 4: FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED DATE: LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE GRADING PLAN. HE/SHE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR OCTOBER 20, 2016 CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP THE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. SCALE: IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. SHEET TITLE: 5: EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. W I- 6: TRASH AND CONSTRUCTION RELATED SOIL WASTES MUST BE DEPOSITED INTO A COVERED Q RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. Z J 7: SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE Q CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM W BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. L 8: ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. SHEET NUMBER: A-0.3 17 N uTonee DESCRIPTION BLOWER: • Plug-in, permanently lubricated motor - engineered for continuous operation • Dynamically balanced centrifugal blower wheel on quiet, efficient performance • Maintains a high percentage of rated CFM in less than ideal installations • Low RPM for quiet operation • Resilient anti -vibration motor mounts (QTXEN150FLT only) HOUSING: • Rugged, 26 gauge, galvanized steel construction • 6" round ducting for superior performance • Polymeric duct connector with tapered sleeve and no metallic clatter • 7-5/8" height allows for 2" x 8" (nominal) joist installations • Sturdy, easy, four -point mounting directly to joist • Includes unique spacer (patent pending) for mounting to engineered "I" joists • Includes hanger bars to position housing anywhere between 16" to 24" -on -center joists • Two sets of mounting holes for hanger bars allow flush installation with bottom or top of drywall • Can be mounted in ceilings up to 12/12 pitch GRILLE: • Polymeric construction Architectural & Engineering Specifications April 2010 QTXEN Series Fan/Light/Night Lights MODELS QTXEN080FLT, QTXEN110FLT, OTXEN150FLT • Innovative design - the result of extensive research with ARCHITECT'S SPECIFICATION designers and consumers • Ceiling Ventilator shall be NuTone Model QTXEN080FLT • Energy efficient lighting - uses (2) 18W (max.) high efficiency, (QTXEN110FLO (QTXEN150FLT). GU24 based, fluorescent lamps (included) and 4W night light .Ceiling Ventilator shall have corrosion resistant galvanized steel (not included) housing with four -point mounting capability. It shall be ducted to a • Durable steel reflector with white enamel finish roof or wall cap using 6" round ductwork. CONTROLS (Purchase separately): • Blowerassembly shall beremovable, have acentrifugal-type blower • Refer to NuTone's catalog for a complete line of accessories to wheel and a permanently lubricated motordesigned for continuous effectively adapt these fans to your construction requirements. operation. U.L. Listed for use over bathtubs and showers when connected to • Non-metallic damper/duct connector shall be included. a GFCI protected branch circuit (ceiling mount only). • Lamps shall be (2) 18W (max.) high efficiency, GU24 based fluorescents with separate 4W night light. U.L. Listed for use in insulated ceilings (TYPE I.C.) • Air delivery shall be no less than 80 (110) (150) CFM and sound California Title 24 compliant. level no greaterthan 0.3 (0.7) (1.4) Sones.All air and sound ratings shall be certified by HVI. 3 -Year Warranty • Ceiling ventilator shall be Energy Star® qualified and have an energy efficient permanent split capacitor motor. • Ceiling Ventilator shall be U.L. Listed for use in insulated ceilings (Type 1.C.) and for use over bathtubs and showers when connected HV' / r to a GFCI protected branch circuit. CERTIFIED INSTALLATION Complete installation instructions are included with each Fan / Light/ Night Light. Broan-NuTone LLC Hartford, Wisconsin www.nutone.com 888-336-3948 REFERENCE OTY. REMARKS Project Fan Watts OTXEN080FLT 0.10 Location Architect Engineer Contractor Submitted by Date PERFORMANCE RATINGS QTXEN SERIES FAN / LIGHT / NIGHT LIGHTS HVI PERFORMANCE Model Static Pressure (Ps) CFM Sones Fan Watts OTXEN080FLT 0.10 80 0.3 23.3 0.25 55 Sones are a measure of humanly-pemeived loudness, based on OTXEN110FLT 0.10 110 0.7 33.5 0.25 90 QTXEN150FLT 0.10 150 1.4 51.3 0.25 137 ® HVI-2100 CERTIFIED RATINGS comply with new testing rr, � technologiesand procedures prescribed by the Home Ventilating 1.0 Institute, for 0R -the -shalt products, as they are available to HV' consumers.Productperformance is ratedat0. 1 in. staticpressure, based on tests conducted in a state-of-the-art test laboratory. CERTIFIED Sones are a measure of humanly-pemeived loudness, based on laboratory measurements. AMPS WEIGHT Model Amps* QTXEN080FLT 0.8 QTXEN710FLT 1.0 QTXEN150FLT 1.0 * Total connected load Model Shipping Weight TXEN080FLT 14.2 lbs. QTXEN110FLT 14.8 lbs. TXEN150FLT 16.2 lbs. NuTone® 03 NORITZ Model NRC1111 Series Residential Condensing Tankless Water Heater Specification Sheet • Standard Input - gas consumption ranges from 16,000 BTUh to 199,900 BTUh • Capacity Range -flow rates from 0.5 glom up to 11.1 gpm • Compact Design - ANSI Z21.10.3/CSA 4.3 certified design that can be wall -mounted indoors or outdoors • Durable Steel Casing with Polyester Coating • Heat Exchanger- manufactured with commercial grade copper, 25% thicker piping than standard models • Venting Options -available as an Outdoor (requires no venting) or indoor Direct Vent (-DV) model which includes special plastic flue adapters that are compatible with both 3"or4"Schedule 40 and 80 PVC/CPVC pipe. The DV model can also be converted to an SV model with the use of a Conversion Kit (#SV -CK -3) • Direct Electronic Ignition • Quick -Connect -two identical units can be linked together by using the optional Quick Connect Cord (#QC -2) for twice the hot water capacity • Energy Factor - 0.92 (NG) 0.91 (LP) • Thermal Efficiency - fully condensing, 93% efficient for use with natural gas or propane • Temperature Controls - includes remote thermostat that can precisely adjust the output temperature from 1007 to 1407 with the capability to display temperatures in both °C and •F • Power Cord Installation Kit - 6' power cord is included with -DV models only • Safety Devices - Flame Sensor, Overheat Prevention Device, Lightning Protection Device, Freeze Protection, Condensate Overfill 01D 99044467A I • Additional Features -Temperature Lockout, High Elevation Adjustment, Condensate Overflow Monitoring System, Service Reminder Function • 12 -Year* Limited Heat Exchanger Warranty for Residential Use AIR FLOW PERFORMANCE n 0.6 0.5 3 0.4 -0.3 a 0.2 0.1 0.0 MODEL QTXEN080FLT u 1U 2U JU 40 bU bu (U aU et) 1uu 111J Airflow (cfm) MODEL QTXEN110FLT 0 10 20 30 40 50 60 70 80 90 100 110 120 130 Airflow (cfm) MODELQTXEN150FLT .................................. ................................... .................................. Broan-NuTone LLC Hartford, Wisconsin www.nutone.com 888-336-3948 BATHROOM FAN SPECIFICATION SCALE: N.T.S. 5 -Year Limited Parts Warranty • Approvals - CSA, UPC**, NSF, Low NOx Approved by SCAQMD [<14ng/J or 20ppm), Suitable for Installation in a Manufactured (Mobile) Home*** cowaeno I ODModel -,v 7 --A ., DVModel Model NRC1111 ❑ OD (Outdoor Vent) ❑ DV (Direct Vent) Accessories ❑ Horizontal Hood Termination (#PVT -HL) ❑ 3"PVC Termination (#VK3-H-PVC) ❑ Birdscreen for a"PVCVCPVC(#VT3-PVCS) ❑ Birdscreen for 4"PVCVCPVC(#VT4-PVCS) ❑ Condensate Neutralizer (#NC -I) ❑ Isolation Valves (#IK -WV -200-1) ❑ Pipe Cover(#PC-3S) ❑ Quick Connect Cord (#QC -2) ❑ SVConversron Kit (#SV -CK -3) -Heat Exchanger warranty is maintainedat 12 years or 6500 operational hours, whicheveroccurs first, when usedin a single family dwelling in conjunction with a controlledrecisculation system (an aquastat being theminimum pump control requirement) in accordance with the Installation Manual. Refer to the NoncrUmited Warrantyfor complete coverage details "`This productcomplies with California AB 1953 Low Lead Law ""'Manufactured (Mobile) Home approval is volidforOD andDVmodels only NORTZ AMERCA CORPORATION 11160 trace Avenue, Fountain Valley, OA 92708 Tel.1-866-7NORTZ www.noritz.com rliman<inn< I. Q fn t3 N fy � � to 3v Co -a O ,6 w 3 2qtz 5 I TANKLESS WATER HEATER SPECIFICATION SCALE: N.T.S. 0<W ZM0Mof iH W W000tr1W-WUO <Y P: LJ LLJ < Op 3 K 0 K S d<<U Z(L O Y 0LLJ <O3UtiZa V) Zcf Zt w ofofg= U O W U a ZOO clow N M J< W 0_ W W< W 0 (n 00 a00 O O N O N O. Z W of Y WZVIOW <ON~2 W Y tZ= H W O O Fl- Zma 00 Of Zmwd<0­EL 2 REVISIONS: DRAWN BY: K.M. R.O.C. JOB NO: OCTOBER 20, 2016 SCALE: SHEET TITLE: U) Z O Q U LL U LU 0- U) SHEET NUMBER: A-0.4 12 �n ✓" `i4 )� 9'y PV LA'S c, - �CI�r,�ol='Los:Anlc�L It^.e'S"-`�CAWFORNW' G+-'1:v2P x^f •8 t1CY - n � OAIRWIO NIU BAFE[Y'n II�olI ilo I 7 ouo i ItAYMLNN S C1Wt C Eft L I 011 011 010' r: -lgaaw wyu�V_a,, Q,y�r�. -.�1aAYa4 .o -e Rw 01k11"r. I rx4' uv l un vU, tit u 1 of I os c u l, .I �1 r 4 .. OPI Olf OBIu� OIf`� [I(� 011 011 filo [ll�tl 01�: �._�tl 011l� Westcoat Specialty Coating Systems 770 Gateway Center Drive San Diego, California 92102 Attn: Danielle Driesen (800)250-4519 RESEARCH REPORT: RR 25986 CSI # 07181.3 BASED UPON ICC EVALUATION SERVICE REPORT No. ESR -2201 REEVALUATION DUE DATE: August 1, 2015 Issued Date: August 1, 2014 Code: 2014 LABC GENERAL APPROVAL WestCoat ALX Standard and Custom Systems are cementitious coating systems for use as walking deck and classified roof covering systems over plywood substrates. DETAILS The products listed in the attached Report No. ESR -2201 issued May 1, 2014 of the ICC Evaluation Service, Incorporated have been determined to be considered as Category 1 materials in accordance with Information Bulletin PBC 2014-119. Thema roducts be used in accordance with the conditions of use listed in the attached p Y evaluation report only when an engineer and/or inspector of this department has reviewed the product application and has determined that the use is in conformance with the 2014 Los Angeles Building Code. DISCUSSION No tests or calculations are on file with this approval. No further review of the attached ESR has beenperformed. Addressee to whom this Research Report is issued is responsible for providing copies of it, complete with any attachments indicated, to architects, engineers and builders using items approved herein in design or construction which must be approved by Department of Building and Safety Engineers and Inspectors. RR 25986 Page I of 2 uoes G.5 (RevoWg AN EQUAL EMPLOYMENT OPPORTUNITY - AFFIRMATIVE ACTION EMPLOYER Westcoat Specialty Coating Systems Re: ALX Standard and Custom Systems for walking deck and roof covering systems This general approval will remain effective provided the Evaluation Report is maintained valid and unrevised with the issuing organization. Any revisions to the report must be submitted to this Department, with appropriate fee, for review in order to continue the approval of the revised report. This general approval of an equivalent alternate to the Code is only valid where an engineer and/or inspector of this Department has determined that all conditions of this approval have been met in the project in which it is to be used. Allen Peery, Chief Engineering Research Section 201 N. Figueroa St., Room 880 Los Angeles, CA 90012 Phone - 213-202-9812 Fax - 213-202-9943 ON RR25986 807/17/3014 711/1507 Attachment: ICC Report No. ESR -2201 (3 Pages) RR 25986 Page 2 of 2 3 2'12 TC-00Liquid' b'&Iorant ICAO °Ig4t)�ylotan(,15'aY 1 ro ndfa lrori oxtGe slu ormdlaled wnh hi h I me 1' f n P S P9 r jj aY@ h roll Color' e s u in a toms tem to tole S.ed rill Sri Y� - Y l:X 9 SmootextureH LCerelll'T�ie7 Produd' Is; jpackag�ed In�i0.ouncwtiotlles.4he;shelfzfe"is tweeyearsjf whe01 sfor@d tat lentperalures,- getiveen 4O_Fu and 700 � 7F n s 4 4 G aridr3 8>C [e d lace i� tv P r (3 2'- a 70'Storl@ `G1.laz- l�eeSCIO �SIon , IG'laze jja, p opnelary' cryhd lacquer! (sealant tiThe ,product Is3 tin ""or 5 gallon pails'(3,78 orvl8 g L)•T7he'I,- packagedll? M 4— I e . five `en loved elitem a alu s etw e It .as .f eatsnw. fs Y h P L.. 40°Fa`nd 00 4.4 C ands 7,r8 C,'m'a d Idce:• `40 11NStA6LATLQNj L41i LG.@neral;f va i L42'fALX LStanda_rd (system F9noW10g, llnsta(I�[ioni ail. accord nc"a`tivlth Secilk a 1451'2 IWRAO (Sh`e&l 'Membrane:, 'TRP WP, -0O fShifiw �Mep%prana} sou@t%p.appliedi (overt all (plywooalrolhls m I m'P!1Z�inela wt (]S2 �to 3Q5ffi11T)estnps fdry fgaY76.ef j".2 [ad, Fover ,yh entrteplywood de&I Whiffl mslalledj f i Cau'cordancq bYdhl sS`@chom C45: )Installation ,Is. iI�itedl 1lci LusaFover (aIl�plywo,gA Ifclpi ,In 6_,gdr 12-Inc,�i w�jde�(-1252�r 305pnim `rsin�s„ '4:33( Slauif SC L35X Waler,Hase� cin muV e?applleA'. over the�eziuregcoal wdhea'sprayer,1,brush'�lr h or omtya' fcoverpge rate bf 200'ft@-g00 sgtuare`@p�(f1BCY'io 8Z 216' Fperygallen((3r769 LThe 5,35XWa1e'r;Based Sla}P Ymust allowed;fo'lcomPli etelk°dry tarore appllcalian ofAfig-' ee f ESR 2201( r Mos1'Widely Acceple$and-,V 5re8, . _ Page 3 df3n plyvIag d Is a 'ra e:Lvmh all edges blo4ked landlinSValle& jnj allemailVes3lo �Vlhal (�, (gip-ec10ed an (diose;jcodes? stetl Vin; ac@oi[12ncevntllhSecfton 4 OIaP a maximum roof;'SI@pe! ofd 15eGUon °ab4 oG—i usi [@pop,• stib eCL? to 11he; �(OIIOWIegY• M J -..... , I,.. :..k,..._� �, - �. ¢t.,1'?frichv er'I ifoot 2°6 to a ;Rhes stem rov¢les a Class (condibonsi rAro.@t=,@lasstflCallu1 (751'ate BissCrousL!bel maoufadured landztapp€Q6, ijl:: r451 On�h9urLF.i�e�r@sis[ance=rated.Co"nsvucti'onr �ccardancen111 th1s_repod?�Ihe,apphcableicfideantl CKV Rha Rgsisiance- is✓�a �ICCaES,rpc`ceplance Cntena related. tjy X011 jIdditonally The``damaged'ate`a�ius be completely femoveA'jncludmg; j'l lf�fe base toaLand)Ialh�New meta111a1h muss°be; stapletl=Eti, iihe.!clean 0y, Isubstmte� 'and Ctle y5Y" €[eap0bil IIasi dcl&d?tied�m' Sectf0hF 14 ii IthrougF 5+1 61�af (thisrL:r.,epan', Olf'- isubslrafe2ldamage� gcurs, flhal retenuo��'(of�y 5trengtliS. [pr'opeiiles',of}the_sysle(n muSGbeinveskgafeth: :0'l tFONDITIONS.OF05E; `They .VWesITCo'1t IA ]� Sj tantiartll lanai CCustodf 'S stems' des'chhetl nnllthi rs epodYcomply''jwnhl�or_, Carey 35tjllable;; Be sure to spread evenly in a "V" pattern rolling in both Optional Materials O p directions. Roll product as thin as possible. If spraying, use • WP -40 36 inch can be installed to the entire deck when Hudson type sprayer after thinning. Thin SC -70 with up maximum protection is required. Note: When WP -40 is to 25% acetone for better absorption, increased coverage, installed over the entire deck, the system does not meet „ longer working time or when spraying. the One Hour Fire Rating. For added slip resistance, add up to I quart of CA -30 Safe Clean Up Gripper 5 gallons of sealer. Silica sand may be broadcasted P 8 Y Uncured acrylic material can be removed with soap and Y P when extra traction is needed. Quantities may vary. See dn warm water. If cured, materia can only be removed Product Specification Sheets detailed instructions on mechanically or with an environmentally -safe solvent. these products. MANUFACTURER INAN AMOUNT EQUALTOTHE COST MAINTENANCE Exterior surfaces can be L swept dailywith water and a The ALX System should be inspected for wear 2 to Y P Y ever broom. For tougher dirt or grease use degreaser diluted 4 years.The system should be resealed with the appropriate „ with water 20:1 and a soft bristle brush or broom, be Westcoat clear sealer every 3 to 5 years depending upon sure to rinse well. To remove calcium or lime build up, traffic and UV exposure. Contact the original installer of brush diluted 100 grain vinegar onto the surface; be sure Westcoat for complete recoating instructions. to rinse any residue. .5% HEALTH PRECAUTIONS e Inhalation of vapor or mist can cause headache, nausea, Solvent based products are extremely flammable, extinguish irritation of nose,throat, and lungs. Prolonged or repeated all pilot lights and sources of ignition such as electrical skin contact can cause slight skin irritation. Cements motors. Be sure to have adequate cross ventilation prior p, contain silicas, dust mask or respirator should be used to installing. „ when mixing, sanding or grinding. WP -81 Cement Modifier (I and 5 gallon pails) u LIMITATIONS -This system is designed for professional use only. -Sealers will make the surface slippery, please be aware the -Read Product Specification Sheets for every product you texture of the surface and how the sealer will affect the will be using before beginning the project. look, feel, and skid resistance. -Do not apply at temperatures below 50'F or above 90°F. -Approval and verification of proposed colors, textures, and -Rain will wash away uncured Westcoat acrylic products. slip resistance is recommended. -if inclement weather threatens, cover deck to protect -Do not allow Westcoat product to freeze. new application. Pass DISCLAIMER PURCHASER'S SOLE AND EXCLUSIVE REMEDY OF ANY DEFECTIVE MATERIAL ORA PAYMENT BY THE AGAINSTTHE MANUFACTURER OFWESTCOAT, SHALL MANUFACTURER INAN AMOUNT EQUALTOTHE COST BE LIMITED SOLELYTOTHE REPLACEMENT OFTHE ORIGINAL MATERIAL. TEST DATA Test Per AC -39 for Walking Decks ALX Custom WP -40 On Seams ALX Custom WP -40 Full Coverage Accelerated Aging ASTM D-756 Pass Pass Fire-Retardent Roof Covering ASTM E-108 Class Class One -Hour FireTest ASTM E-119 Pass -- Bond Strength (Control) ASTM C-297 143 psi Pass Bond Strength (Accel.Aging)ASTM-C297 Pass Pass Bond Strength (Freeze -Thaw) ASTM C-297 Pus Pass Abrasion ASTM D-1242 .0249 inches .0249 inches Water Absorption ASTM D-570 8% 8% Chemical Resistance ASTM D-2299 Pass Pass Freeze -Thaw ASTM C-67 .5% .5% Concentrated Load AC -39 Section 4.12 Pass Pass WindUplift FM 1-52 Pass Pass Impact Resistance ASTM D-3746 Pass iPass WP -51 Polyurethane Sealant (10.3 oz. tubes) 770 Gateway Center Drive San Diego, C4 92102 800.250.4519 Fax 519- 262-8606 weslcneLnom 3 Df 3 ALX Custom Finish 1114 WESTCOAT WATERPROOF ROOFING SPECIFICATIONS SCALE: N.T.S. O 0 ®WATERPROOF Advantages es ALX Custom Finish is a waterproof walking deck system. AUT Custom Finish REtIAALF AIOISNA[ AAAAIERS Description Advantages es ALX Custom Finish is a waterproof walking deck system. -ICCS R-22 0I Evaluated E It is reinforced with metal lath and is installed with a series -Meets Class A Fire Test ASTM E-108 of four to five separate polymer -modified cementitious P P Y -Meets One -Hour Fire Ratio ASTM E -I 19 4 g A applications, and sealed with one of Westcoat's clear -Unmatched Strength and Durability sealers. The finished product weighs approximately 2'/ ion d ti Fast Access After InstallaWarranty lbs arsquare foot.TheALX Custom Finish fives plywood •Ava abIa Manufacturer's o rantY ua Ito• E'•o- ,I the look and feel of slate, flagstone or tile. -Excellent Sound Reduction Qualities Q M -Tough Final Coat is UV Resistant Uses -Covers Rough Plywood and Seams The ALX Custom Finish is designed for use on plywood. -Safe Skid Resistant Textured Finish It is recommended for the discriminating architect, -Decorative Finishes Available contractor or building owner that demands, the finest -Cost-effective in design, strength, and durability. The ALX Custom Finish is ideal for areas with heavy traffic or in cases Packaging where elimination of plywood seams is essential. The WP -25 Metal Lath (2'/ ft.x 8 ft. each, ALX Custom Finish has been designed for balconies, hot dipped galvanized metal lath 2.5 lbs per sq yard) corridors, stairs, and landings. It is regularly specified for WP -26 Flashing hotels, condominiums, apartments, and office buildings. WP -10 Staples The ALX Custom Finish can be stapled through most WP -40 Sheet Membrane (6"x75', 36"x75') old deck systems to provide an excellent method for the WP -51 Polyurethane Sealant (10.3 oz. tubes) rehabilitation of problem surfaces. WP -81 Cement Modifier (I and 5 gallon pails) TC -I Basecoat Cement (50 Ib. bags) TC -5 Grout Texture Cement (50 Ib. bags) TC -2 Smooth Texture Cement (50 Ib. bags) TC -40 Liquid Colorant (10 oz. bottles) SC -35X Water -Based Stain (I and 5 gallon pails) SC -70 Acrylic Lacquer Sealer (I and 5 gallon pails) INSPECTION If PREPARATION Inspection Preparation For installation of the ALX Custom Finish system, Be sure the surface is clean, dry and free of grease, paint, plywood must be minimum '/e inch ('A inch preferred) oil, dust or any foreign material that may prevent proper CDX or exterior grade. Slope must be a minimum of /, adhesion. Do not I apply to wet plywood. inch per linear foo[. Decks should meet local building codes. The deck should be tongue and groove, properly blocked and nailed (glued and screwed is best). Plywood shall have a maximum joist span of 16 inches. Deflection should be less than L/360. OSB is not recognized as a suitable substrate. APPLICATION Sheet Membrane Flashing Westcoat requires the installation of 6 inch WP -40 Sheet Westcoat requires a minimum of 26 -gauge bonderized Membrane to all plywood seams for reinforcement. WP- sheet metal. Use 4 x 4 inch 'L' flashing at the junction of 40 may also be installed behind or on top of the flashing the wall and deck. Use 2 x 4 inch drip edge flashing for as a backup waterproofing measure. WP -40 may not be fascia edge. Overlap all ends at least 4 inches. Apply 2 left exposed to the sun for more than 7 days. See Sheet beads of WP -51 Polyurethane Sealant to all seams. Nail Membrane Product Specification Sheet. flashing every 4 to 6 inches. (Note: If the flashing is not bonderized, it must be etched in order for the coating to adhere properly.) Metal Lath Place the WP -25 Metal Lath on the plywood and cut it to fit the area making sure the edge of the lath is offset two inches from any parallel plywood seams. The lath should run across the grain of the plywood (across the long seams) when possible. The lath has a grain and it should be placed so that it curves down at the edge of the deck. The lath should be held back %2 inch from all deck edges. This will allow the coating material to be feathered with a brush.With the lath in place, start in the center working your way out, stapling the lath using 16- 20 staples per square foot (minimum 1 inch crown x 51 inch long, 16 -gauge non -corrosive Senco P10). Overlap the lath 1-2 inches and staple every 1-2 inches along the seam. With a hammer, pound down any seams or staples that are higher than the lath. Base Coat Combine one bag of TC -I Basecoat Cement into 1'/• gallons of WP -81 Cement Modifier and add up to one quart of water. Mix until uniform with a mechanical mixer at a low rpm. Pour the mixture (4 %2 gallons total) onto the lath and with trowel on edge smooth to the top of the lath at the rate of 40 square feet per batch. Use a paintbrush to spread the base coat on the flashing making sure to get the mixture into and corners. Using a brush, et with water, feather all outside edges. Tap the deck with a hammer to help in smoothing out trowel ridges. As soon as it is dry, usually I to 2 hours at 70 degrees, scrape off any high spots or ridges that may prevent a smooth slurry coat. Slurry Coat Combine one bag of TC -I Basecoat Cement with one gallon of WP -81 Cement Modifier and up to '/2 gallon of water. Mix until uniform with a mechanical mixer at a low rpm. Trowel the slurry mix over the surface to achieve a smooth finish. Coverage of the slurry coat is between 100-150 square feet per batch. Using a brush, wet with water, feather all outside edges. After surface is dry (usually 30 minutes to I hour at 70"F), scrape or grind off any ridges or trowel marks. Slurry Coat Grout Coat Mix the TC -5 Grout Texture Cement with TC -40 Liquid Colorant of choice, into I gallon of WP -81 Cement Modifier, and up to %2 gallon of water. Mix thoroughly with a low rpm drill motor. Coverage of the slurry coat is between 150-200 square feet per batch. For Best results allow slurry to dry over night, prior to pattern installation Pattern Installation (Optional) For a flagstone look, peel the CA -50 Stone Strips and apply to the grout coat in a simulated flagstone pattern. Take time to lay out the pattern and inspect for consistency prior to application of the texture coat. If the pattern is not desirable remove and apply new Stone Strips. Tile patterns can be achieved by applying, CA -60 Grout Tape in a tile pattern.The tile size and the grout line size can be varied from job to job, to give each installation 1 of 3 ALX Custom Finish 1114 a custom look. The best way to achieve a straight line is to pre -measure tile size and mark your lines using a chalk box with white chalk. Place your Grout Tape on the outside edge of the chalk line so the chalk line will be covered by the texture. Texture Skip Trowel Combine one bag of TC -2 Smooth Texture Cement into one gallon of WP -81 Cement Modifier. Mix thoroughly with a low rpm drill motor. Add desired TC -40 Liquid Colorant to the mix. Be sure to carefully rinse the container to remove all the colorant. Add up to '/2 gallon of water to achieve the desired consistency. Make sure to use the exact same amount of water and colorant for each mix and combine completely to maintain consistent color and texture. Pour the mix onto the surface to be textured. Using a skip trowel method, trowel the area with a rounded pool trowel. Wipe the trowel clean with a wet rag as needed. Trowel consistently and continuously, being sure to keep a wet edge. Make sure to trowel the entire surface the same way throughout the project. Coverage of the texture coat is between 150-200 square feet per batch. If you are unsatisfied with the results, scrape off immediately and re -apply. After the texture has hardened enough to walk on, scrape and or slightly sand the surface to even out the look and feel of the texture.A floor buffer with 80-100 grit sand paper is helpful for large areas. Be careful to sand or buff consistently and not to damage the texture. Sweep and wash off the excess cement dust and debris. If a taped pattern was installed using Grout Tape or Stone Strips, you may elect to remove them before you proceed to coloring options. Sweep or wash off the excess cement dust and debris. WB Stain Apply SC -35X using a pump sprayer, airless sprayer, HVLP sprayer, brush, or broom. For a mottled effect, use water to predampen the surface before or in conjunction with the stain. Multiple colors and various amounts of water may be applied at the same time for a variegated finish. SC -35X can be applied in multiple coats to achieve a solid color. Water -Based Stain can be thinned using water, up to equal parts.Thinning will affect the depth of color and may require extra coats. The coverage will vary depending on the surface. Up to 400 sq ft per gallon on a smooth surface and between 150-250 on rough surfaces. Product performs best if applied in thin, even coats.When temperatures are above 80° it may be necessary to dampen the surface prior to application to prevent material from drying instantly, Sealer Apply SC -70 Acrylic Lacquer Sealer by spraying, brushing, or rolling with a V to '/, inch nap non -shedding roller cover at the rate of 200-300 square feet per gallon. If rolled, neatly cut -in all edges with a brush and roll the center using a A inch to 'A nap, good quality roller cover. 2of3 ALX Custom Finish 1114 n¢Z in 00 d'H 11 iY W ~d'N}�Li � ?—rA 0L]J¢00 ¢ 0o 3 ft Z 0 S�W¢¢ aOCUZZ Y D¢?U6¢ N =au -1- 3Zo05Z�Nao 7)2 ¢W N W ¢ O 0- on ao 70NC0� f.ZW (Y Y W �rn0¢�W�0 HS _-W OD J :2 1- Zma00 KK COW 0_'SY DYOWFZ_aO=)~W ?mL�d¢¢UHd�:1' REVISIONS: Z Plan Check Corr. 5.5.16 DRAWN BY: K. M. R.O.C. JOB NO: OCTOBER 20, 2016 SCALE: SHEET TITLE: (D Z_ fn OZ 00 Q' F— < Q U 0 U U U LU U) Q_ LU fn SHE 5 A-0.41 ?9 > cc �Qco M L N R d 01 � M 3v -0 O ,6 w 0.3 2 Z n¢Z in 00 d'H 11 iY W ~d'N}�Li � ?—rA 0L]J¢00 ¢ 0o 3 ft Z 0 S�W¢¢ aOCUZZ Y D¢?U6¢ N =au -1- 3Zo05Z�Nao 7)2 ¢W N W ¢ O 0- on ao 70NC0� f.ZW (Y Y W �rn0¢�W�0 HS _-W OD J :2 1- Zma00 KK COW 0_'SY DYOWFZ_aO=)~W ?mL�d¢¢UHd�:1' REVISIONS: Z Plan Check Corr. 5.5.16 DRAWN BY: K. M. R.O.C. JOB NO: OCTOBER 20, 2016 SCALE: SHEET TITLE: (D Z_ fn OZ 00 Q' F— < Q U 0 U U U LU U) Q_ LU fn SHE 5 A-0.41 ?9 20 2013 Low -Rise Residential Mandatory Measures Summary MOM Low -rim residerntialbuddings subjeci to die.Siandards must cenyrly with all applicable Ynandarmy measumsIited,: regardless nfihc n .... l "onhN a n. u .... N R r>n. ilia l ecr nnnr mod, rn , S &,.lrrngr:azrr,awi,, Building E NAliP s -e.Nfers lie §110:Fia 1: () Doonand utudaws bzhvzen conditionedand unconditioned mauufichmzd To air leakage. windows I tE 110.6x5: § (7 Fenesuafion products (except fiekl-falniGated wilulols have a.fare] listing the ger« fled:U-Factor certified Solar Heat Gain 1 ( 1 ) , - 1 Co=fficient(SHGC), cord Infiltration that meals the recndrelncits of §IO-l.l..l (a). ' 110 7: § Exteriordoor., and windows are weatherstri e[ all joints middpenetrations are caulked cal sealed. PP � J 110,8(a): hsnilahans ernficd or instilled meets Standards for Insulating Material. indicate type mid include on Uie C172R. 0.8 r . Tfhe:thennaleral[ance mid aged solar reflectance values of the cool roofing g material meets Ute rec arements of§. 110.8 i when [lie 1 Insulation covering chilled water piphig andrefrieerian suction piping located, outside the conditioned space shall hive'a Class I installation of a coolroof is specified on the CF I R. 1101 §. .R(I):: A rade tlrarriers shill l have anentilht ce f0.05' le.' when the installationo "a radia t barrier i s ^ ified l r Ili- C171 R. an. h l rt ew ss I C ns lx -r )Ylh G retarder. :\-hiiunum R-3O:uisula«aryl wood-fiameceiling: or the weighted average U facto slat not exceed 0.031. Muunmin R-19 in a. § 150.0( a):: l have attached insulation using adhesive or mechanical'LM1sleners. The rafter -roof alteration. Attic access doorssladm feet of the nutter heaters. CaleEorvH}o.R vent, maType B'venrwitistraight pipe benycen tile .outside aerntinaUtvand die 'attic access shelf be gnsketed lo.; prevent airaeulruge. §I50:0(b)s Loose, fill irgdationshaill conform with: marudacturer's installed design labeled R -value: I50.0(c): ;Minimum R-13 insulation in 2x4 inch: wood: fronting ul wall or hive a.U,factor of 0.102. or less (R-19 in 2x6 or 0.074 maxi mum Btinlhr. 150.0n2: § 150,0(4) : ,Minimum R-19:«ts llahol inraised wood -.frame door or 0.037 maximum U- facial. Selarwater-heamle systems mid collectors shall be certified duld mtetbvthe .alar Rating and Certification Corporation SACC InClimate Zones 14 and ISaCClass Il vapor retarder belns installed on the conditionedspace sideol':tlinsulation in all exterior §150.0(g)1: : walls vented allies mid otvetnedinfics-with air'-wnleable insulation. acordm,tt 130.0(c): In Climate Zones 1,16 with utrvented crawl spaces Ute cloth. floor of the crawl .. )ace,hall. be: covered with a Class I or Class II. P �. § 50.0(g)2: a orrefardzr- vapor retarder. nonresidential garages in 1300 130:1 1130.4 140.6 atilt § 14.4.0. Iri a building having a controlled ventilation crawls ace:: a.Class Dor Class Il vapor retarder shall be placed over the earth floor of Ili ¢: ` c \s-. v )7 - f... Rhe rn vL.. aceto reduce moisture Garr and r feet insulation florin con lenau n: au�s ecifie< in the exce prion to Section the hurt oe area, pe mnentl installed lighting l pTheinterior c mm n,ares (in'Thai, biiikOn shall be high eicae'Im i 1autes or 150.0(d). § 150.0(1): Slab edge insulation shall, have a water ;absorption rate, for the insulation material alone ivithoul Facings, no greater than 030%; §150.0(k)_B. have nvatervnpurpennemue rule is ]to greater lhan 2:0'penmlinctl; be protected from physical damage and UV Kehl: deterioration; la(1.Ok_G ,I and when installed pan ata heated stab door meets.Ule. requirements of e 110,8 ` _ Fenesnaliott including skylights. separating condi tion adspace tiomunconditioned niceorouldoorsshallhaverrmaximum U- §150.J(k)2E( fict r 0. etre weir tedaver, average U -fact" fall fenestrationo.IalLnte teed 0.58. o et _8,o r h, oro,l o s Fireplaces, Decorative GisA r Bances"and Gas Lo^Measures: P IP § 1 50.0(--)l A:Nlilsom y ta Cact ry-buiR fireplacesbavea closible n etal or glass, aloar ccrve'n„g the en' aopening.o.tt e firebox. §ISO.Oel6: Nlasonr} : orrfactory-built fireplaces lave a combustion outside air intake. which is: af. least.sixsquare hichesin area. and is: A _,.J and xama of d ut s .. hems and their components shall not, he.sealed i\aill cloth back nlbU-r ac0lesn a dlet, tapes utilesa such (ape Is zd plied with areadlil yaccessitileopen ble-and.tight-fi fling 'dumper oraco, mbuslion-air control device. '.1. 0 '. g 50. (c)I:C: r t l r ' 'fi replaces (: wiataTe IVacc s. o , taw u afac o } blurt lepra es have it lanlp2r nth. rtadl } acce. slbhcenn 1. Fi21d-Fabricated Dict Systems shill comply with: remtirenienr., for: pressure -sensitive tapes, mastics, sealants. and other Continuous burning pilot lights and Ilia use .Oflrl[lOOr air for coolingahrebox jackal,when that ..indoor "air is l'enledl0.die .outside rec arenn2nL specified for duct construction; dhetvi. ulafion R -value mtih' s iluctinsiilatiori thickness; and (kua libeling. oflife building, are prohibile[I. Space Conditioning Water Ileating and Plumbing System i\leasuresr P a c 110.0-'I 1031 § § H\lace. equipment, water heaters showerheads faucets and all other regulated a fiances are certified to the En..m Conunission. n 1 � PP y i-. §770._(c)5: LUa[er heunng reorudafion loops`sen ingiTrulhple dw elbilgumis meetilie art release Calve, backflow prevenfioitppungp isolation § LSQ((A)3A: valve vhclrecircaation loo oonnectim re: nirNiients of.'.110 3(e 5. P 1 § ,) §1 10.10(b)): Continuously burning pilot i..e_lus us prohibited for natural gas: fan -type central fraaoea household cooking appliances (aPP li- §1105: ances lvathout an Plectrieal supply voltage connection w'itn pilot lights that consume less thin 150 Bndhr me exempt), and pool artdspahealers. §150 J(k)4: Hearing and/or cooling loads are calculated in accordance. with ASHRAE,.SMACNA.or. ACOA using design conditions specified §I50.0(m)1.0: in $ 150.001)2. §I50:D(h)3A Installed an conchbetter andlheal Iitmgp outdoor eondrnstng:lnuLs_hdl have n clearance ofat least. ave feet horn the onlzt of any S9150.0( dryer vent. 6.150.0(i): Hauling s 5leut-sare^.equipped with lhz'nnrshn.sthat nezLthz..setback reuiitimena"of '1..1Dc1. . cs_s'hall be merrially wrapped Storage gas .ate!swith wne ter_ acterestalto or less drill the federal i»Inu+wn standards and § 1_,0.0(m 12: with insulation :having anmslallcd thermal resistance oCR l_orgreater. ga 50.00 1 B: Unfired hot water n 5, such a storage curd bal.mti storage for lar water-bea'E systems, .hve R. I_ external § I10.100)4' insulation or R-16internal ulsu7atiori where die internal uisnilaton R value is andma[ed -oexteriore exterior oflhetar&.. For domestic hot water sv-,d:elrr piping, whether buried. or ordained- the first f=_at ol'hot arm.. cold water i pes from the storage 11 E_ P i E § 150.0(lu)t 1:: tank, of piping with a norantd diameter f 4 inch or larger, .all i mga socialednvith a domestic ol: water recirculation§ stem ul,,. 1 Pt., .. 0 3/ ,,-,.. PP ,,-s -h .y. - §I50.0(j)2A: iegardlessofthcpipe diameter, piping: Gan the holing-souree:to storagetank or between lard(s;piping buriedbelowgrade,arid all ,hot watef pipes from the hearing scuice to kitchen fixtures. nmatbe:iisulated according tothe requirements o£TABLE-,120?- A. '150.0(')26: $ :All domestic hot w•aler pipes (hatare buried below grade must be installed in a water proofand nen-cruslwble casiug 01 'leave thl tallows rer insrrdlatiorl, removal, and r L•ioemenl: of the enclosed.pipe laid insulation. 2013 Low -Rise Residential Mandatory Measures Summary .. -150.0( 2C:. $ J) Pipe for cooling system.lines shah ie insulated as specified in ' 150 0 � 2A. PI ui iisdalion f i. 'team. nil hv(b'omc hea[in P l a 1 9 - (,0.. P d V.- > co > i, s stems orhetwaters stuns with. pressure 14: si shall meei.the:re requirements inTABLE 1203-A. Y 1 U U E m in §150,00)3: Insulation isprotected from damage, including that.due to sunlight, .moisture, equipment: maintenance, unit wind. - , §'al0.nb)3. :Insulation e.' osed to weather shall either herated fer outdooi use or installedwith -a coversuitablefor outdoor service. For § I'S 0.0(j3A cxnFle> protected bv ahmlmmi. aheeUnoal.. 1ainted•cwnas. or rustic cevcr. Cellular town inslilaffen rofected:asa eciled or §d 10.5: pointed with coaling that is Miler relanlam: and provides shielding front solar radiation that. degrades the: material. $:.150.0(PJ� Insulation covering chilled water piphig andrefrieerian suction piping located, outside the conditioned space shall hive'a Class I §I50.0(J)3B:: or Glass II vapor retarding facing, or the huldation shall be installed at die thickness' that qualities as a Class I or Class 11 vapor . All lighting control levees and syateni, ballast;, arid luminaires shall meet the applicable requirements of Aa.1 10,9. retarder. :ImSIaIle(I luminairesahallbe clns<Yf.eas high-ehcac or o r-elcompliancecacS:frr urthvlS 0.0 kin .ace.ahac-with" A6.13 -ABLE Systems uSld6 gas or prepare Nater heaters to serve individual dw elhrg¢ata shall include: a NOV `212CLI1Ca1 receptacle within 150.0 -A -or 150:0-13, tis;; )liable. feet of the nutter heaters. CaleEorvH}o.R vent, maType B'venrwitistraight pipe benycen tile .outside aerntinaUtvand die I O.OnI; space wOnuvthe avaterflouter rsmstalled a'condmsate droll that is no more than 2 arches higher than tile base of the installed with thea trouble ro\isirru of'1SQ0 kj. water healer, cord allows natural draining wiUioulpump assistance. and a gas supply line with a capacity of alleast 200,000 Tlne wattsg emrd class; licafion of p(n mrwciUwinslalled linturlaires in iesidetnial kheliens shall be determined iu'amordance with Btinlhr. 150.0n2: Recii calming loos serving multiple dwelliugwiits shall meet the ieufrentents of§110,3 c)5. sl_U.0(n)3' Selarwater-heamle systems mid collectors shall be certified duld mtetbvthe .alar Rating and Certification Corporation SACC watts of low efficacy, fighting per electrical box. o by arlasting agency approved by the r�s,,Mtrve Director. Duets and. Fans Measures acordm,tt 130.0(c): , Allaire-(lisifibutien system ducts and plenums installed are sealed and insulated to meet Ule. rzgiurementS , sp.CCIVIC §601.0, §602,.0, 3150,Ok)113: (. §603.0, §604.0..$605,0 and AANSUSM ACNA-006-2006 HVAC Duct COTBtlUCROrt Standards Metal araC Flexible 3rd E, s nonresidential garages in 1300 130:1 1130.4 140.6 atilt § 14.4.0. Supply-air"andmmm-airdYrets�and lemm�s are:irlsidnted to amtirdmtun uL,lalled level of. m'.luytterif.re 1dIed16'CMC P ( _ k , . §.U0.0(k)1F:. §605.01or enclosed en«rely in directly condi Boned space as confirmed t}uough Geld x'errlicaton and diagnosticlestirrg the hurt oe area, pe mnentl installed lighting l pTheinterior c mm n,ares (in'Thai, biiikOn shall be high eicae'Im i 1autes or mechanically fastened. ulgi shall be sealed. (RA3a.n.3.gi. Connections of metal ducts and inner core of flexible ducts are Olxn 7 I g §150.0(in)1: with mastic, tape, or other duct -cloy ire;sysom that lneets•the applicable requirements of UL 181, UL 18111 or UL 181.E or §150.0(k)_B. 1 aerosol sealant Ulat nage(§ Um requiiements'ofUl. •!93 If mastic or tape is used to seal olsnrungs greater than /, inch, the la(1.Ok_G carnbirlanlaroCnrasfic wad eiUler meshrr tapz shall be..used.:Building cavities, suppere_platfo anis for air bundlers. and plemmits .1_50:0 k)_D. $ . ( defined oraoreasueted with materials other than sealed sheet metal, diro.bound or flexible direr, shall nol be used for conveying §150.J(k)2E( cdTulfioned air. Builclirtg eavifies and siipportlpla[forms mayconlam ducts. Dl1CtSiTtsaBedrlteavlfies:anclsulg)ertplatfonns $:I50.Ok2F: 'sluVl nol,be con rsszrl to cause rzducdonsin the cross-sectional area: of Ilse mrC[S: ingress and egress, .Factor= -Fabricated Duo Systems comply witlr eciliedn uiremenis for duct construction, connections. mid closures joints: 7 } PY P .,.q. 4 _. 150,0 m 2. _,.J and xama of d ut s .. hems and their components shall not, he.sealed i\aill cloth back nlbU-r ac0lesn a dlet, tapes utilesa such (ape Is §d 10.10(a)1:. usedin combination with masticandchow bands. Fi21d-Fabricated Dict Systems shill comply with: remtirenienr., for: pressure -sensitive tapes, mastics, sealants. and other s-UUA(k')2H: rec arenn2nL specified for duct construction; dhetvi. ulafion R -value mtih' s iluctinsiilatiori thickness; and (kua libeling. P50:0(m)7: All fan systems that exchange air between the conditioned space,and dte,outsideof the building must have backciraft or automatic §150.0(k 2b a ) dalll I'. 6!50.0 m)8: Gravity ventilafin systems serving conditioned space have either automatic or accessible inwardly operated dun pars E.. -Y. g I } ,. 7: R q § LSQ((A)3A: except combustion inlet :and eutetair e ort« sand elevator alallvenls. §1 10.10(b)): Insulation shall 1.Y , r012d2d florin damage, including thal due 10. straight, mO1Stm'eequipment '.rflaitlletLanC2 and V will(] but llOri §150.0(m)9: S limited to the following: insulation axposed to weatlier shall be stumble for outdoca service. For extmr le protected byduntinum n€. P a to slleetallelal-gaiRletcwu'ai.Ol')1'd5tiCc0Pfl. CeBlllffifOaln111slr1ati0R.Shail be '10lCelEd as Of: painted lVlth'aWilllllg that is .,L I E F _ §150 J(k)4: stater retardant and provides shielding from solar radiation.. §I50.0(m)1.0: Flexible ducts Cannot haveporoae inner cores. § 1,0.0(k)5i When space coiulitiotirn systems forced air duo[ systems to supply conditioned a$ to col occupiable s , ce. Ura ducts shall. be Pa € 7 1 1 P, U - Ua _ S9150.0( sealed and duct .leakage tested. is confirmed Huaigt fieldd\2nficwirn coal diagnostic testing, in accordancc wid12cference _ § 150.0(A)G: Residential Appendix RAS. :Mechanical systcuts that ail to an occupiable space through ducttcork exceeding 10 feet. hi length mid through a thermal § 1_,0.0(m 12: con1tioning component, -except evaporative coolers,shallbe provided with air filler devices that meet the requirements of §150.0(ni)12. § I10.100)4' :Space conditio im systems that utilize forced air ducts resupply cooluinto an occupiable,space shall haven hole for tile placement ora siafic pressure probe (HSPP), or a penttmnenlly imlalledstaticpress ire probe (PSPP) in Ilia supply plenum. The § 150.0(lu)t 1:: space conditioning System naust also demonstrate airflow >_350. CFM per ton of nominal cooling capacity through.the return § 150.0(k')8: sP - litres. mid an mitt fwi el'ficacv. b.58 lV1CFR4 as confirmed by held verification and'diagnoshclesWie. in accordance evilh:.Ref=_rence Residential Appendix KA3. Zonally crnihoiled antral forced ah cooling systems shat be alikof sminlrmneousl • deli\ ening. in evezolmcolitrol in&le §PI0.10(d)` an endow C ern:Uie dwelling, tlrteugln theme handler Lan and delivered (o the dwelling -5 of _ 350 CFM inn of nonwal coohra capacity, and operating at all :air -handling unit, tan efficacy of <0 58'W/C171M as confirmed by find verification arid diagnostic . ; AI]01.0(�)1. testing, In accordance with Reference Residential Appendix RA3. All dwtilling units"shall meet the requirements of ASHRAE.,Standard 62.2. Neither window:operationnor continuous' operation of §150.0(o): central forced air system air handlers used in cental fan integrated ventilation systems are: ennissible methods of providingdie Whole Building Ventilation. {150 t1fo�l r1: Allole Building Ventilation airflow shall be conthmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Poul and Spa HeatingSystem, and Equlliment treasures. Any pool e:iin ayste rihall be ceYti lied to have: -athernal atfcreicy 'that complies with Ilia Appliance Efficiency §110.4(a):: Reeulotiens,ailon-off switch mounted outside: of tile heater that allows shuttiry offilie Beater widlentadjusting the thermostat. setting: a permanent'weatherproof plate or card with o cratima instmctioms: mid shallnot use electric resistance) ailing. 2013 Low -Rise .Residential Mandatory Measures'Summary § 610.4(b)Iz Any pool t spa healing equipntentshall be: installed with of least 36 inches orpipe between filler and heater or dedicated suction d V.- > co > and return lire§; or built-up connections for filtuesolarheat«ig. J 110,4b)2: ( Oaitdoor ports snag that have, wheat tun or as: heater shall have a cover. 1 pump E - , §'al0.nb)3. Peels. shall have. directional Wets that adequately.nlix the pool water, and a. thine switch that will allow all nm fo be. set. or ro- P P Ps U L N ranwied to nm only during off-peak. electric demwul periods. §d 10.5: Naurral saspool mid spa healers shall not have a confirmols burmit g pilot fight. $:.150.0(PJ� Residential pool systems or equipluent shall meet specified pump sizing, low rate. piping, fi.,lters .mid valve requirements. Lighting g Measures: g S § 110.9: . All lighting control levees and syateni, ballast;, arid luminaires shall meet the applicable requirements of Aa.1 10,9. §15U.0(k)lA' :ImSIaIle(I luminairesahallbe clns<Yf.eas high-ehcac or o r-elcompliancecacS:frr urthvlS 0.0 kin .ace.ahac-with" A6.13 -ABLE following l equilonenls. 150.0 -A -or 150:0-13, tis;; )liable. § I5().b(k)I B; llrhern a Idil!" efficacyarldlow efficacy lighting system are combined in a single laminate, each system: shall separately comply u hall corn ply with thea ire b]e requirements in §tl 10. 130 .0, 3130.2, § 1 0 4 § 110 and "146 with thea trouble ro\isirru of'1SQ0 kj. Fellow-nseresidential buildings with four or more dwell; a unit-, outdoor lighting not regulatedby § 150.Ok9 B. or 150.0(L)9 1) E a R E. () () Tlne wattsg emrd class; licafion of p(n mrwciUwinslalled linturlaires in iesidetnial kheliens shall be determined iu'amordance with shall comply vvith, th a mplieablzrequirements in §llb.R ;§,130.0,$1302`8730.1, §140.7 and 8141.0. §130,0(c). ht residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical ectuipinein has Outdoor li titin for residential parking lots aril residential car orfs: with .a.total ofci (it ormoevehicles per site shall. comply y '.L30:2 been installed, and where the electrical brx can bciaed for a Imivaire oraSurface m anted ceilrag Faskull be calculatedas180. with thea IiGable requirements m110._,5 130.0, S , $130.4, .140.7 and. 14 1.0. watts of low efficacy, fighting per electrical box. §:1 - .0 k I D: 5 Xl O Bmlosts C r Ilucrrescerr lam ps rated I watts or greaten stall tie wad -hall have outputlie( uencyn less dam 20 kHz n t f g v a a I u acordm,tt 130.0(c): Permanently installed night hglrta and night lights interat to ustalled hl«unwrea or exiatut taro ah[ill be rated to conawne no 3150,Ok)113: (. more:.lhan,5 watts. of power per luminahe or exhaust fan. asdetemu nedin accordance with, �030.0(c'. Ni hllights do riot need To I I a1 g a nonresidential garages in 1300 130:1 1130.4 140.6 atilt § 14.4.0. be controlled by vacancy sensors. _ k , . §.U0.0(k)1F:. lifgh' integral to a-Jimst farts- (except when installed by die manufacturer in kitchen exhaust hoods shall meet die applicable _ t g. (. _P - ).. PI the hurt oe area, pe mnentl installed lighting l pTheinterior c mm n,ares (in'Thai, biiikOn shall be high eicae'Im i 1autes or rec uirements of -§150.0..), � L0.0(L)29. s . High e(lidac'1«itiirieires Must be separately from low efficacy lmtiiraires. §150.0(k)_B. Exhaust Luis shall be switched separately from lgluhig systems. la(1.Ok_G § y Dramatics shall he:swi chedwiUl raadni acceable cannel Utat Inds: the ltumnaurest be mlimrall. switched Nnrd01?I7. .1_50:0 k)_D. $ . ( Confi:olsantle equipment with'mmmlachuer'sinsWcdons. §150.J(k)2E( No control shall hypos it dimmer ervacancy sensor fundi oil if [lie control is installed to comply mnlh.§I5.0.0(k). $:I50.Ok2F: Lighli ag comiols comply with applicable requirements of § 11 M. ingress and egress, Ni Energy Management Control .vstem EIVICS may be used to comply with dimmer requirements if., it fiincdensns n dimmer `150.0(k)2G: according. to §110.9: racers hutahation'Certificatese uirenents of §130.4; the EMCS.requirements of §130.5; and all other §d 10.10(a)1:. requirements' in §150.0(k)2. All Energy Nhoagenlerrl Count of System (EiV1CS)may be used to comply with vacmcygel isorrequureulents ill'§150.0(k) if. it s-UUA(k')2H: fiuictiona as a vacancy sensor according te§1.10.9`::meetsInstallation Certifcae requirements , f §130.1tie EACS requirements of §130.5; and all other requirements in s§ 150.0(k)2. §150.0(k 2b a ) v' . _ .ntil � czn e. r_ a unablz c'ttr Uzrma.�bzrus2d comply I n « din. itis z tu'e r. znh ' ri: section 1. i' anile e } 1 hs I dPr ❑ VI 0 t0 [I dl Ill r .I I I _ OLf1 15 t O 1 O :. tl P ., } YY 9 A -. fianctionali ly ofadimmmeraccording to s110.?and complies with. all otltzra plicabl2 re niremenh ill '§150.0(k2 § LSQ((A)3A: A minimum of 50 percent of the total rated wattage of:pernsmenil y._u installed lighting in kitchens shall be high eilicacv- §1 10.10(b)): Kitchen fighting includes till permanently installed lighting in One. kitchen except inlet lighting cabinets that illuminate only. g I. Y I g S .. 15D.Ok3B: the inside ofthe eabmets. Lighting in'areas •adjacent to the kitchen, including but not limited: to dining -and nook areas,are considered kitchen fighting the me not separately switched from kitelrenfighting. g §150 J(k)4: Permanently installed li hfin that is internal to cabiniets, shall use no more than 20 wmis of power fiat linear feet ofillnminaled %. €. I. cabinet. § 1,0.0(k)5i `r or A.mmfmum of one Irigh.2flicu, luimne,G lnall be instilled in each ba[liroom; and all other lightinginstalledin each bathroomt §110.10(b)3 -4L shall be high eflicaciv or controlled bgvaeancg sensors. § 150.0(A)G: Lighting installed Li attached arid detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires aril controlled by vacancy sensors; §1'50.0 kJ77 Lighting installed mrooms or areas other tumin kitchen& batubohns, _garages., laundrymono, and utility rooms shall be high ccac or shall be controlledby either dfnmler or sensors. orsa § I10.100)4' Luminaires recessed into coling, shall: be listed for zero clearance insddion contact.(IC) by Undenvr4ers Labomlonies or other TraliQuIalIV recognized testingh fin_laboratory, have .a label [hate rtilie, that die .lmtunaire is airtight wi[h air 'leakage less "than q 0 Ctii at 75Pau uis when fea h invurore wuce w�nU ASTM E283- he sealedw''hr a gasket. or calk bch4 en die tun m.re housn, § 150.0(k')8: sP mid ceiling, and shall have. all air leak paths between coin wrcoriditiorQ spaces sealed with a" gasket or caulk: wad P allow ballast maintenance and: replacement without requiringcuttingholes in tile ceiling. For recessed compact fluorescent h niinarieswith ballasts to quality as:high effncac , for compliance with §1 50.0(k), the ballast §PI0.10(d)` shall hG cert lied to thv e Ener Commission locomply MITI tile applicable reuilaments in C'110.9. For si>l.e-tanrilYfreadential buildings, outdoor lighting pernanentvmounted to aresidential building oi. other buildings on the . ; AI]01.0(�)1. same lot shall be high efficacy, or maybe low efficacy, if it.meet& all of dr, following requirements: L Controlled by a nnanual ON and OFF switch that does not override to ON the automatic actions of Items ii or ill below, and §I 50.0(k)9A: 1. Controlled by a,motion sensor riot laving an override or bypass switch that disables diemotion sensor, or controlled by a motionsensor having a temporary override switch which Iemponuily bypasses the motion sensing time tion and adomatically T eactivates ilia motion sensor wilhin 6 hours; arid. iii. Controlled by one or the followit it,, inetlods:. 2013 Low -Rise Residential Mandator it Measures Summary W •a. Pholoconhol not havi«g -alt override. or b}lpass switch that disables the photocontro]; or d V.- > co > b. Astronomical. time clock riot having run overrde or ass swiieh flat: disables the astrrnlonrical time clock, and which is S Yp programmed to automatically turn the outdoor fighting 017F during daylight hour:,; or r, Energy Liamaement controls stem writich meets all of the following requirements: At a. minimum provides the failed onalky'of L N anaskonomreel lime clock in accordance with §110.9,; meels'the Installation Certification requnetrents°in §130.4, meets Ute R requirements for art E, MCS in 6.130.5, does no, have on override' orbypas;switch that' allows the Itannaire to tie always :ON, and, is progmmmed to autornafioall.' turn the outdoor lielifine OFF during daylight. hours: For multi falniI yresidentia] bur ldin s-oldror lightingfor 'vatea ios entrance; ba Grill e- and. orches laid outdoor e .} g, PR P I I s, P, fn I ighting "foY reslderdial put king lots ant[ I esidential :car pods ti Th less thaneight vehicles per sit, -shall comply wiIh one of the §h50,0(k)9B: following l equilonenls. -a o i. shall comply with. 91:50.O9A M •.a S .) > ,6 u hall corn ply with thea ire b]e requirements in §tl 10. 130 .0, 3130.2, § 1 0 4 § 110 and "146 §150A(k)9G: Fellow-nseresidential buildings with four or more dwell; a unit-, outdoor lighting not regulatedby § 150.Ok9 B. or 150.0(L)9 1) E a R E. () () shall comply vvith, th a mplieablzrequirements in §llb.R ;§,130.0,$1302`8730.1, §140.7 and 8141.0. Outdoor li titin for residential parking lots aril residential car orfs: with .a.total ofci (it ormoevehicles per site shall. comply y '.L30:2 with thea IiGable requirements m110._,5 130.0, S , $130.4, .140.7 and. 14 1.0. h ii ed address s.ighs shall amlwith 1210.8; o shall consumesume no more Ilan swatts of powen as determined hmalYlw§I50:0(k)l0; acordm,tt 130.0(c): ..5 Lighting for residential parking tom -.wages for eight or more vehicles shall couiph'svith the applicable requir:menis for •110.9 nonresidential garages in 1300 130:1 1130.4 140.6 atilt § 14.4.0. Ili a low-rise nuiltifarnily residential building where the total interior conwlon area in a single equals 20; percent or less of tg tP 4 P S:I 50.0(k) 12A: the hurt oe area, pe mnentl installed lighting l pTheinterior c mm n,ares (in'Thai, biiikOn shall be high eicae'Im i 1autes or controlled by anoccupant .sensor. Ill a low-rise, I1latifalnlly residential Molding w{lere the total interior collation area in a.si a buil equals more than 20 h lel building percentof f he floor area, permanently install edlighting in that building shall`. S I.. Comply with The apphcallc regUi renrents in §:110.9, §130 0, $130,1; § 1:40.6 and §§141..0; and u Iigkting msfalled in corridors n dstairwells ,hall Ila controlled by occupant sensors !bill. reduce Ure' fighting power in each0S , space h ul leas t_ U Grogan. The: col pont ens r st all ha ca able o mining the lig L. dully On Off- �om (ill de§rgnerG nth:: 1' p. Y P o t o.. h P f 1„h.. YV fi ,a. path,, ingress and egress, Solar Ready Bulldings: Single Real y residences located in subdlvlsimis with Tell or moi e single fimilyaesidence,and where The applicrdforl.for al. §d 10.10(a)1:. map tentative subdivision ldrthe residences his been deemed complete, b'the en lot Cement a ening on oraBer.anluiry 1 p . _Old shall comp!} with the requirements of §110.1.0(b) through §J I0,,,10(e), § 1.10.106,02: Lew -rise multi-feralY 'buildings shall corn lywith the re[ tnirernenis of 61;10.100)) Ilii yh:§§§1.10.1:b(d). 71e solm zone shall have it minimumtotal area as described below: The solarzone shall comply ,wilbaccess pu thwaY, - smoke - ventilation anc}spacing:reylliremznfs.as specified in Title 24, Parl9 or otter Purls of Tide _Len many rtyturzmerns adopted by a. local jtuisdiction. l'he s0101753ne totalarea shall be"comprisedof areas that have nodinhension less thin s feet and a re: no less than 80 square feel cacti for buildings with roof areas less than or equal to 10,000 square feet: or no less than 160 square feet: each for §1 10.10(b)): buildings wrlhroof areas €rea er than 10,000square Feet. For single fanuly. residences thesolar zone shall be located on the roof or ovedlea f die building wnd.have a. total area:noless than _.p0 square feet. For low -fisc mill Tamily buildings the solar zone shall Be locded on the rrwl or o\ erhnng ot. the hirdding or dmthe r of.orovlarr oCan Ulerslarcane focued lviI n .c_, 0 feettifthe buddingoron covered .parking - installed with t}i e building projectandhave a total area nalesslhan lS>rrdeniof the loluPfnufwea of tie Buildiugexcludilg anyskvlid'1n. area. " §110.10(b)2: Altsections :ofthe. solar zone located onsteep-stoped roofsshall be oriented,belween 110 degrees and 27i0 -d egreesoftmenorlhs §110.10(b)3 -4L Neebsln cactus-.iitdudme buuiof tauten to Vents, dunnle a. arcliilechmal Ceahaes. and roof Mounted et lu meat-slallbe located in Rhe solarzone. Any obstruction, located on the motor any other part of Ike building that projects above n solar zone shall be located it least twice sL10.10b 3.B.: the distance, measured in the horizontal )loge- of the lelgud.1feI2nGe between tt2 highest 'fichat Of tie ObelrtChOlmad, 110 horizontal. projection of die nearest.point of the solar zoite, measured in die vertical.. plane. § I10.100)4' .For areas of the roof designated as solar zone, the stmctuml. design leads for roof dead load and roof load shallbeclearly indicated on the construction documents. Thecorlstmctrnl docmuents shall htdriale: a;location. forinverlers and rueterirgequipment mid a, Fa pathway for routing.ofconduit b §170.10{c). t}om the solarzane to die poi at of interconnection with tie eleetical sen'ice (fpr si le Cantily residences the -point of -' -- ' interc ecti 1 will: e the r 1service ref ' a" pathway for willing glttakingli n 1e solar Ilea 1 coat -lieu rnm el. b nau ,pa v);. -p. } o rot lg ctrlfro nU. sol ze.-. to er Wig. sysrem. §PI0.10(d)` A"copyyof the censtvetion docu nems or a comparable documentindicatin dhe: information from t 110,10 b through § I110.10 ch __I g a O _E s (, shall be provided - tothe occupant -`. . ; AI]01.0(�)1. The arum electrical service pine] hall have alwm.. min bushel rating ofe Ofamps. The main electrical service panel shall haver reserved space to for the:inslallation ofa..double ole arcuitbreaker fora Pa I P §1;10;10(2e)._ . Wfire wlarelectric «sfatatioi.Llereservedspace shall be: positionedar the oPW ate lead):end .from the input feeder location or main circuit location- and Lniniancrully nuuked its `For Future Solar Electric". W 0 Q w Z 0 mot I—l w000OW-Woo 1-W p=wN=� QY W - of 0 >l_- Z-( C 3 3Q: O Q - D (L o _ 0 0Z Y 0Qto D3 6-z¢ 01 Zoo Z�W ofofg= 00W UaZ00KN N J Q w V) w W Q 0 a EL w U) � ZW O 0 0 O Of Z Y W� to o Q� W� 0 C)YFH= WO S FZ m a 0 0 IY IY ow d'=Y F-- OY EL<<U EL - LJ O O zmwacp�a3Y REVISIONS: DRAWN BY: K. M. R.O.C. JOB NO: OCTOBER 20, 2016 SCALE: SHEET TITLE: U) W In Q W i O N Q W 0 J Z H Q H 75 SHEET NUMBER: A-0.6 d V.- > co > Q W N L N R d � � fn 3v -a o ,6 w 3 2,qtz 0 Q w Z 0 mot I—l w000OW-Woo 1-W p=wN=� QY W - of 0 >l_- Z-( C 3 3Q: O Q - D (L o _ 0 0Z Y 0Qto D3 6-z¢ 01 Zoo Z�W ofofg= 00W UaZ00KN N J Q w V) w W Q 0 a EL w U) � ZW O 0 0 O Of Z Y W� to o Q� W� 0 C)YFH= WO S FZ m a 0 0 IY IY ow d'=Y F-- OY EL<<U EL - LJ O O zmwacp�a3Y REVISIONS: DRAWN BY: K. M. R.O.C. JOB NO: OCTOBER 20, 2016 SCALE: SHEET TITLE: U) W In Q W i O N Q W 0 J Z H Q H 75 SHEET NUMBER: A-0.6 I EXISTING WALL, A-4 BELOW EXISTING OVERHANG 34'- 1 " I I I I I I I I I 1 I A4 I m O N N I I I I 1 I I 1 I I I I I I II ----- ----------33-------------- (E) WALL TO REMAIN (E) WALL TO BE REMOVED ------------ ----- -------------------------------- 3'-0" SETBACK LINE 0 Lu Lu JfjI I U1 <iLLJ(off wOJ wO �i it 14'-0" 15T FLOOR ROOF MAX PEAK II 5LOFE✓ I I I I I I I '-G" I I ----- ----------- ------------------------------------------- ----------------- -- 3'-0" SETBACK LINE 20'-9" 12'- 10" 35'- 1 " 3 G'-8" G" ----------------------------------- ------ -------------------------------- - I -------------------------- 5 111 I I -- �N --- ro I ; II EXISTING I KITCHEN 2 cp l EXIbTING(70 CI�IOSET I REF — J I II EXISTING - �o LIVING ROOM 2 EXISTING N co HALL Lul ZI I N A-4 m uI IQI N 0o m LuI ll 17- 1 1" 5'-9" g 1 1'-2" wn z OI I I EXISTING in wQ BEDROOM 3 I, U I I — — — — — — — — — — — — — — — — — — — — — — — — — — — EXISTING ROOF RAFTERS AND ROOF TO BE EXISTING STAIR AND REMOVED AND REPLACED 2 BALCONY TO BE REMOVED A-4 N 11x17 SCALE: 1/8"=1'-0" EXISTING 2ND FLOOR PLAN2 24x36 SCALE: 1/4"=1'-0" 0 2' 4' 8' A-4 EXISTING SHOWER TO BE REMOVED G4'-3" ---------------------------------------------------------- ----------------- 4' 45'-3" 19, 2' 3'-0" 5ET15ACK LINE 1 �I I'--------------------------------------------------------------------------------------------------- ---- ----I N� I I W F- N I I I I I Z Lu i I EXISTING 2ND I IU EXISTING 4 IV G'-9" j I FLOOR LINE Q m KITCHEN I EXISTING Lu BEDROOM 2 0 13 I I_ I I IIS JI I I I UII QI I m 4 EXISTING 6m wi 3 A-4 LIVING ROOM I EXISTING HALL GARAGE — 0�7 A-4 _ 9 I I N OI 41-1 = EXISTING in I CL05ET 10 I II I I I 121-511 N I II O0 I i I I ii 6? BEDIROOM I xO _ 08 EXISTING 19 ii uJQ 6? 0" BATHROOM I I V m l\ I I I I u I❑4,Ln I I I II N I I I II I J WALL LEGEND (E) WALL TO REMAIN (E) WALL TO BE REMOVED WALL LEGEND (E) WALL TO REMAIN (E) WALL TO BE REMOVED 3'-0" 5ET13ACK LINE 1 I — UP � EXISTING WATER HEATER, — — — — — — — — — — REMOVE AND REPLACE I G'-9" 18'-8" 9'- I O" 19, G4'-3" 2 A-4 N E11x17 SCALE: 1/8"=,'-o" EXISTING 1ST FLOOR PLAN 1 24x36 SCALE: 1/4"=1'-0" 0 2' 4' 8' pQ�zcnpv:�r� QyW~lL'Ni-=� Z-(/7ppJ 000 Q Opp 3 d'Zp 0NmQQV0Qa�Y X a- z N I 2 d W - U (D Z�-` W �K�N R2 Jw wNZO0a2 p Li O U N Z 0 O ZmoQ7 r0 F— o� U Y H Z ma-00 � d 0 0 1- d'd' ow W' �' O m O W� Z J O D 2 W REVISIONS: DRAWN BY: K.M. R.O.C. JOB NO: DATE: OCTOBER 20, 2016 SCALE: SHEET TITLE: W SHEET NUMBER: A-1.00 22 NOTE: 2 3 1 . THERE SHALL BE NO FACILITIES USED FOR FOOD PREPARATION WITH BAR ZL OR BE USED POR RESIDENTIAL PURPOSES SEPARATELY OR INDEPENDENTLY A -G A_5 I A-6 FROM OCCUPANTS OF PRINCIPAL STRUCTURE. CWATEPPROOf ::9:_0K W/ WESTCOAT Ax G WALKING DECK 24'- 10" 119,ICC ESR 2201. 5o3s CASEMENT ET A-0.41. 193.67 SF OPEN SPACE 500 SF NEW ADDITION EMERGENCY EGRESS --------------------------------------------- ----------------- ----------------------------------------------3'_0" SETBACK LINE - - (NEW)_ ©(NEW) ON (NEW) I SYMBOLS LEGEND �---I I I *® 3'-5" 0//11 4640 CASEMENT SD SMOKE DETECTOR W BEDROOM 4 EMERGENCY EGRESS 8'-9"A 14'-6' -4" -3" I I'- I I " ���UUU/// 8'-0" I I'-2" i I DM CARBON MONOXIDE ALARM Z n O N O zl O I Lu U` � � Y✓ °� SD Im r 2% I MASTER BEDROOM 5 w 5 1 BATHROOM I SID I BAT ROOM I G 1 I O DECK 1 _L ° IO' -9" 15 4 I m O m _ O 3'-O" - 2 � A-5 I 42" WOOD o TYP.1 z m MA TER CM SD O HALL GUARDRAIL, N - BED OOM m N g I HALL 2 4 I I SD— i I ° 12'- 1 0" 1010 13 I 2I\A-B.2 v:) I I4'-6' WALK-IN I ° THRO SD 8.3 CLOSET "� 1 ® BAR JI QI ml wl I OI I I I ® (N) WALL .u.xkx I I I I I I I I I I I z I O v I I I 3 Ai u 4640 CASEMENT EMERGENCYEGPE55 O I - I A 6 -- - ---- � - _° (NO COOI ING - - I r - ----- ----- ' FACILITIE ) lWI 1 vi BEDROOM 3 I L ��� i I 5TA�P5 I I1 L_______________________/--3'-0" _SETBACK LINE WALL LEGEND (E) WALL (N) WALL t > CD tll N D � o 3 U vi INEW ,--------------� ® 0 (NEW) D I 06 W Cl ---------- - - (500 SF) � � � Z 7 A-8.3 2 A-5 N 11x17 SCALE: 1/8"=1'-0" NEW 2ND FLOOR PLAN2 24x36 SCALE: 1/4"=1'-0" 0 2' 4' 8' NOTES: 2 3 1. LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1-1/2" LOWER THAN THE TOP OF THE THRESHOLD. THE A EXTERIOR LANDING OR FLOOR SHALL NOT BE MORE THAN 7-3/4" 46=CA5EM�CNTBELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT EM SWING OVER THE LOWER LANDING OR FLOOR. R311.3.1 _—__—__—__—__—__—__—__—__—__—__—__—__—____—__—__—__—__—__—__ 64'-3" 4-0 45-3 19 2 I SYMBOLS LEGEND -- ----- ------ -------- 3'-0" SETBACK LINE 4 L K J WpOONW—WUO ................. .... ..° I 5O e "� e SD SMOKE DETECTOR <yuj n> _� IW ° I • I mo=o-<< >-a-Ouj z z 0 e I CM CARBON MONOXIDE ALARM o=awouE2a N T Y m O BEDROOM 2 i I �owz�azoo�Q 10 � ° rnmLi DaaN Ld I< �� ° I I pp��NXzu m KITCHEN 0 G.C. TO VERIFY ALL GARAGE I Y E F- L, V r m � °� ° INTERIOR WALLS � CEILING ARE 1 Y ~ = Z m a o 0 I= 8-4 13'- 10" ° 1 -HOUR FIRE RATED, REMOVE I F af0f O w X= Y I ° O>OW�ZJOD-W 1 AND REPLACE AS NEEDED, SEE z m a w a <0 � a 3 Y ° DETAILS 2, 5 � G/A-8. IWI REVISIONS: diW-1l -I-" Fu U 9 ° I I I Plan Check Corr, 5.5.1 6 I LIVING- - O 8 ° GARAGE �1 4 I mo 1 ROO 12'-3" SID o OI I o 3 A-5 I N C9 _ IRUH] ° - CM 1 N N __ S' -O-' e 0 (1 - . N I N ♦ — Lo 1 O I w 6 UP % ° z O 1 Ln 'J _ 3' DRAWN BY: cocl)15ATHRO(pm K. M24 ° A-6 IR.O.C. FRONT PO e . ° ° 2'-5" 16'-7" I I I (5 I5f OPE SPA I ° ° ti.... PO DER° ° ° I • I I O °° O ...................... -- SETBACK LINEL. ... 1...1 I -_-_-- --------------------------------------- ----------------- 48--y' PROVIDE I-HRMIN. 3(N) TANKLESS WATER zCONSTRUCTION @ WALLS # SOFFIT WALL LEGEND (E) WALL ® (N) WALL .u.xkx (N) LOW WALL ........... I HOUR RATED WALL JOB NO: DATE: OCTOBER 20, 2016 SCALE: SHEET TITLE: ----------- ---------------- ------ D_ p O 6 I-9" -' ILLz 2 A-5 N 11x17 SCALE: 1/8"=1'—O" SHEET NUMBER: NE24x36 SCALE: 1/4"=1'-0" 0 2' 4' 8' 1 A-2.�0 W 1 ST FLOOR PLAN 2S A-5 ---------------------------------------------------------------------------- -------------------------------------------------------------------------- S Y M E O L L E G E N D ----------------- GF I I, O DOWN LIGHT GF ff I I �,C CANDELIER jr�CV, I 0" I sD i I L WALL SCONCE I SD I E2 UNDER CABINET LIGHTING ° ° I F FLUORESCENT LIGHT SD A-5 I ` SD I CM I A-5 I Ii I CEILING FAN ZIP �.• ®� P– 1 — -------- o o j iI I cM SMOKE DETECTOR 40GF - +4)' ® ------- CARBON MONOXIDE ALARM FCI I e1GF I, j elC 4 [llw I I e1 ' I91 I I I------------------------------------------------------------------- I1 I I------------------------------------------------------------------------------� 2 A-5 N 11x17 SCALE: 1/8"=1'-o" NEW 2ND FLOOR REFLECTED CEILING PLAN / ELECTRICAL PLAN 2 24x36 SCALE: 1/4"=1'-0" 0 2' 4' 8' A A-5 KITCHEN LOCAL EXHAU5T SYSTEM VENTED TO OUTDOORS 5HALL HAVE A MINIMUM EXHAU5T RATE OF 100 CFM. BEES 150(o), EXC. 5 TO 152(a) * A51-IRAE 5TD. G2.2 --------------------------------------------- ------------------------------ 1 I –---------------- ----------------------- SYMBOL LEGEND I e �II i h E) (E) (E) I � GF 1 GF I, N + o., I I O DOWN LIGHT I I I CANDELIER I I I I I Cji' I I I I I I I GFCI, e i i LWALL SCONCE GFCI, +40' 1+4 e I I +r +40" so�� . f, SD I I 1 0 1 I EZ UNDER CABINET LIGHTING D A-5 I i I A-5 F FLUORESCENT LIGHT I I CM I I I I I I ® CEILING FAN I u h. SMOKE DETECTOR I oo _ CARBON MONOXIDE ALARM I +4 I 1 . hI I I El4-1 y I I �Y II ----J---------------------------------------------------------------------------------------------------- I I II I I------------------------------------------------------------------------------� 2 A-5 N 11x17 SCALE: 1/8"=1'-o" NEW 1ST FLOOR REFLECTED CEILING PLAN / ELECTRICAL PLAN 1 24x36 SCALE: 1/4"=1'-0" 0 2' 4' 8' t't�0 tll f0 N D d o U N 3 � � O V oiS W Q- �etZ oQ�zcnov:�r� QyW~lL'Ni-=� af - < 3 R-Zo 0O cn of OQaOY Q�3vcZ NI =aw–v Z� Z�-` W 6ax D CL m O(7N ZW � ZnoQ= r0 ww�F= C) U Y H Z LL, d 0 0 1- d'd' OW X=y O m O W�- Z J O D 2 W REVISIONS: DRAWN BY: K.M. R.O.C. JOB NO: DATE: OCTOBER 20, 2016 SCALE: SHEET TITLE: Z W J H U CD w Z J J LL — W W wU SHEET NUMBER: A-2.01 24 W A-4 ANIDTROOFING OTO BOF EAFTERS REMOVED AND REPLACED 341-111 3(51-211 I I I I I I I I I I I 4 I = — A-4 OF I N � I N — I I I I I I I I I I I I 33'-7" ----------- 36'78" (E) WALL (N) WALL 3'-0" SETBACK LINE - - -------------------- I ------------- i I l iI �I 1 :JI LuU rolW W w �l U1 O 0 U I u� I Nil I of 14'-1 1 " 15T FLOOR ROOF MAX PEAK LnI 24'-10" 2ND FLOOR ROOF MAX PEAK (F (E> 5� LOI<� l SLOPE l SLOP I II II Lu l I I I I W O W w w W O W O I II m , l I I _ l�--------------- I _ LINm — — — — — — — — — — — _ _ _ _ _ _ _ I _ _ _ _ _ _ _ I _ _ _ _ _ _ _--- ------L. .J -------------------------------- 20'-9" 1 2'-1 0" -------------------- -------------- 36'-8" 01 - 2 1 '-9" 121-411 38'-2" I I I I I I ^ A-4 N � I N N I I I I I N a c I y 0 I �3� I � � I 06 W Q. �etZ EXISTING POOP RAFTERS 2 BALCONY TO BE REMOVED AND ROOF TO BE REMOVED AND REPLACED A-4 N 11x17 SCALE: 1/8"=1'-0" EXISTING ROOF PLAN2 24x36 SCALE: 1/4"=1'-0" 0 2' 4' 8' 2 1 3 A -G A_5 ZL A -G r ---- ---�=9 ------------------------------�1=--- --- ------ ---- I24'-10" -- 36'-8" G"PARAPET I 42" WOOD _----GUARDRAIL TYP. 3' O" SETBACK LINE o¢=zcnovl�rW I I I NEW "CLASS A" ROOF DECK W/ ~ o o W~ W o Qy W ~lL'Ni-H� oo�Q> - Q N I WE5TCOAT AUC WATERPROOFING = a¢ a 3 }azo w I/4 O O �Q S� pPE SCOPE I WALKING DECK SURFACE. ASTM o Q j 3 ( p Q rn Y Z SLOP LOPE E 119, ICC ESR 220 SEE SHEET = a w v z I�I $.3 �5 J A-0.41 W WoaaNQZQoao Q I / TYP. CRICKET I o z a W o 1 42" WOOD 110� CRICKET w w w IU 1 owwz(noz��~0 ro) GUARDRAIL./ �w 7 �°� �� IQ �Y~~? ZmC)oo I w' TYP. 7 N� N� N� I(n I �_ afOf ow X=`s (nl A-8.3 cn IW zmLaaaU�=a3Y I NEW "CLASS A" ROOF DECK W/ I O I WESTCOAT ALX WATERPROOFING U� I \ / WALKING DECK SURFACE. ASTM REVISIONS: 4 I E 19, ICC ESR 220 I . SEE SHEET _ e Plan Check Corr. 5.5. 6 A-0.41--�` DECK (BELOW) o � A_5 i (BELOW) 2% I� AS N 10 ° m ° SLOPE I N 8.2 ; 3' b `0 0 i N 1 DN Im NEW "CLASS A" ROOF DECK W/ w w 1 WESTCOAT ALX WATERPROOFING o / \ O Q i O i WALKING DECK SURFACE. ASTM N O 0 N I I i E I 19, ICC ESR 220 SEE SHEET j I / \ w I A-0.41 CRICKET 8.2 (\i � 1 DRAWN BY: K.M. I 1 w I I 'I- dc') 1 SLOPE CRICKET i 42" WOOD GUARDRAI I P. G" PARAPET L--------------------- -------------- --------------------------- ---- - ------ ---- WALL LEGEND (E) WALL (N) WALL JOB NO: DATE: OCTOBER 20, 2016 SCALE: 3'-0" SETBACK LINE I SHEET TITLE: 12' 14'-6" 4' 4'-9" 26'-311 --------------------------- \---42" WOOD _ Q ---------------------- GUARDRAIL, TYP. D- CNW ROOF DRAINS WITH 12 8 CWE5TCOAT "CLASS A" ROOF DECK W/ 3LL VERFLOW, TYP. OF G. 8. 1 -8.2 ALX WATERPROOFING A-8. 1 OO Tl'F KING DECK SURFACE. ASTM Of ICC ESR 2201. SEE SHEET A-0.41 2 W A 5 atS N Z 11x17 SCALE: 1/8"=1'-O" SHEET NUMBER: NEW ROOF PLAN 24x36 SCALE: 1/4"=1'-o" 0 2' 4' 80 1 A-3.00 215 NOT USED 2 W taco 0; > co y L N U y 3 � � O : W Q 3 m I Z ------------------ AOUTDOOR OUTLETS TO BE WATERPROOF -------------- OUTLETS, TYP. I I \ ----------------------------------------------------- SYMBOLLEGEND QOW ypQWO AZO fiN pW- }- o8xW WU O GFCI 2=aapa3aloW w (n of UpQ GFCI GF oxawsZn O DOWN LIGHT Z8Zw6K2N w 0 a Lu 0-N N p p 0 a xp CANDELIER pw=�o¢7�r \ / I wY�Hx HWpD L WALL SCONCE o}Ow'-pWmDoo zmOaaaMOa3Y REVISIONS: Plan Check Corr, 5.5.1 G E2 UNDER CABINET LIGHTING � F FLUORESCENT LIGHT j j ®CEILING FAN / \ SMOKE DETECTOR DRAWN BY: K.M. I / \ CARBON MONOXIDE ALARM R.O.C. / \ GFCI i I JOB NO: I DATE: GFCI i I I SCALE: 20, 2016 I----------------------------------------------------------------------------------------------------- I I SHEET TITLE: z =VWVATffPPOOf A J ----------------------------------------------------------------- J Q _U H U w 2 J W LL A5 O O N z 11x17 SCALE: 1/8"=1 —o" SHEET NUMBER: NEW ROOF ELECTRICAL PLAN 24x36 SCALE: 1/4"=1$-o" 0 2' 4' 80 1 A-3.01 20 W PWINDOW. EXISTING ROOF TO BE REMOVED AND REPLACED 32.1 2' TOP OF ROOF 32.1 2' TOP OF ROOF EXISTING ROOF TO BE EXISTING WINDOWS, REMOVED AND REPLACED TO BE REMOVED.LiLLULiU ��LI I I LII I I a I�L�I ��LLILILLLILILILWL � ILLS -U ��_� �LIL�LLLLU � 1� U (70 LLLLI-5TCCO FlNlsti 1 1 1 1 1 l l l l l l l l l l l I_I II I I II 11 ! II II_I II�I II II I 111111 11 11 EXISTING ROOF TO BE REMOVED AND REPLACED I I Ju IL111LAL 11 -JI= U 06 W Q 11 R 11 11 11 11 11 7.29' GRADE 7.29' GRADE 1 Z EXISTING ENTRY DOOR L EXISTING BAY WINDOW, EXISTING BAY WINDOW, EXISTING STAIRCASE, AND SIDE LITES TO BE TO BE REMOVED TO BE REMOVED TO BE REMOVED REMOVED. EXISTING BRICK VENEER TO BE REMOVED. EXIST. NORTH ELEVATION 11x,7 SCALE: 1/8"=,'-o" " 4. EXISTING WEST ELEVATION 11x17 SCALE: 1/8"=,'-o 2 24x36 SCALE: 1/4"=,'-0" 0 2' 4' 8' 24x36 SCALE: 1/4"=,'-0" 0 2' 4' 8' EXISTING ROOF TO BE EXISTING WINDOW, REMOVED AND TO BE RELOCATED. p¢ a z n p v a r w REPLACED ~YwE�Nr=� EXISTING ROOF TO BE 32. 2' TOP OF ROOF 32. 12' TOP OF ROOF t_opp-:3a00 a REMOVED AND REPLACED �Ll II �'� ON�aQoolaow a�3 � EXISTING mow �azOOWQ STUCCO FIN151 zO zLw aOLu= L L� � 0 N 0�aaNpp ao 0 1�1LL�L1 1 1 pOU Z W iwZmo<'wr0 LI wwaf� wUJOD 0 Z a'a'~p �+1ma-000 O>O W HZJ0D1-W II II III II II II II III II II III II II I'. II III II II EXISTING zmaaaaU�a3Y EXISTING ROOF TO BE STUCCO FINISH PRE FP MOVE FD AND A PInn ISIONS.k (nrr 5 5 G EXISTING STAIRCASE, / \ TO BE REMOVED — � mmmilimmmi mom ME n immmil 0 Ju IL111LAL 11 -JI= U 06 W Q 11 R 11 11 11 11 11 7.29' GRADE 7.29' GRADE 1 Z EXISTING ENTRY DOOR L EXISTING BAY WINDOW, EXISTING BAY WINDOW, EXISTING STAIRCASE, AND SIDE LITES TO BE TO BE REMOVED TO BE REMOVED TO BE REMOVED REMOVED. EXISTING BRICK VENEER TO BE REMOVED. EXIST. NORTH ELEVATION 11x,7 SCALE: 1/8"=,'-o" " 4. EXISTING WEST ELEVATION 11x17 SCALE: 1/8"=,'-o 2 24x36 SCALE: 1/4"=,'-0" 0 2' 4' 8' 24x36 SCALE: 1/4"=,'-0" 0 2' 4' 8' EXISTING ROOF TO BE EXISTING WINDOW, REMOVED AND TO BE RELOCATED. p¢ a z n p v a r w REPLACED ~YwE�Nr=� EXISTING ROOF TO BE 32. 2' TOP OF ROOF 32. 12' TOP OF ROOF t_opp-:3a00 a REMOVED AND REPLACED �Ll II �'� ON�aQoolaow a�3 � EXISTING mow �azOOWQ STUCCO FIN151 zO zLw aOLu= L L� � 0 N 0�aaNpp ao 0 1�1LL�L1 1 1 pOU Z W iwZmo<'wr0 LI wwaf� wUJOD 0 Z a'a'~p �+1ma-000 O>O W HZJ0D1-W II II III II II II II III II II III II II I'. II III II II EXISTING zmaaaaU�a3Y EXISTING ROOF TO BE STUCCO FINISH PRE FP MOVE FD AND A PInn ISIONS.k (nrr 5 5 G EXISTING STAIRCASE, / \ TO BE REMOVED — � mom !ENE mom n of 0 V Ju IL111LAL 11 -JI= U 06 W Q 11 R 11 11 11 11 11 7.29' GRADE 7.29' GRADE 1 Z EXISTING ENTRY DOOR L EXISTING BAY WINDOW, EXISTING BAY WINDOW, EXISTING STAIRCASE, AND SIDE LITES TO BE TO BE REMOVED TO BE REMOVED TO BE REMOVED REMOVED. EXISTING BRICK VENEER TO BE REMOVED. EXIST. NORTH ELEVATION 11x,7 SCALE: 1/8"=,'-o" " 4. EXISTING WEST ELEVATION 11x17 SCALE: 1/8"=,'-o 2 24x36 SCALE: 1/4"=,'-0" 0 2' 4' 8' 24x36 SCALE: 1/4"=,'-0" 0 2' 4' 8' EXISTING ROOF TO BE EXISTING WINDOW, REMOVED AND TO BE RELOCATED. p¢ a z n p v a r w REPLACED ~YwE�Nr=� EXISTING ROOF TO BE 32. 2' TOP OF ROOF 32. 12' TOP OF ROOF t_opp-:3a00 a REMOVED AND REPLACED �Ll II �'� ON�aQoolaow a�3 � EXISTING mow �azOOWQ STUCCO FIN151 zO zLw aOLu= L L� � 0 N 0�aaNpp ao 0 1�1LL�L1 1 1 pOU Z W iwZmo<'wr0 LI wwaf� wUJOD 0 Z a'a'~p �+1ma-000 O>O W HZJ0D1-W II II III II II II II III II II III II II I'. II III II II EXISTING zmaaaaU�a3Y EXISTING ROOF TO BE STUCCO FINISH PRE FP MOVE FD AND A PInn ISIONS.k (nrr 5 5 G EXISTING STAIRCASE, / \ TO BE REMOVED — � n of V N t0 L >fllm7lfl Ju IL111LAL 11 -JI= U 06 W Q 11 R 11 11 11 11 11 7.29' GRADE 7.29' GRADE 1 Z EXISTING ENTRY DOOR L EXISTING BAY WINDOW, EXISTING BAY WINDOW, EXISTING STAIRCASE, AND SIDE LITES TO BE TO BE REMOVED TO BE REMOVED TO BE REMOVED REMOVED. EXISTING BRICK VENEER TO BE REMOVED. EXIST. NORTH ELEVATION 11x,7 SCALE: 1/8"=,'-o" " 4. EXISTING WEST ELEVATION 11x17 SCALE: 1/8"=,'-o 2 24x36 SCALE: 1/4"=,'-0" 0 2' 4' 8' 24x36 SCALE: 1/4"=,'-0" 0 2' 4' 8' EXISTING ROOF TO BE EXISTING WINDOW, REMOVED AND TO BE RELOCATED. p¢ a z n p v a r w REPLACED ~YwE�Nr=� EXISTING ROOF TO BE 32. 2' TOP OF ROOF 32. 12' TOP OF ROOF t_opp-:3a00 a REMOVED AND REPLACED �Ll II �'� ON�aQoolaow a�3 � EXISTING mow �azOOWQ STUCCO FIN151 zO zLw aOLu= L L� � 0 N 0�aaNpp ao 0 1�1LL�L1 1 1 pOU Z W iwZmo<'wr0 LI wwaf� wUJOD 0 Z a'a'~p �+1ma-000 O>O W HZJ0D1-W II II III II II II II III II II III II II I'. II III II II EXISTING zmaaaaU�a3Y EXISTING ROOF TO BE STUCCO FINISH PRE FP MOVE FD AND A PInn ISIONS.k (nrr 5 5 G EXISTING STAIRCASE, / \ TO BE REMOVED n F;///] \ OF LIE-] NEW WOOD GUARDRAIL TYP 21.04'TOPOFPAIL �k O TO MATC ,., EXISTING. c� pffl:� UO � D �I Ul FFI RA > t0 � Z Q DOWNSPOUT: TYP. \ 2 Q LIE-] NEW WOOD GUARDRAIL TYP 21.04'TOPOFPAIL �k O 2 O BEDROOM I LL Om � OPEN SPA E 5 I O 10 N= 13 O c� N � 2 I 7 Om \ G MA51 ER CASE / BEDROOM I / I n W 10 13 N N 3 3 � r m BEDROOM 2 CL05ff EATHROGM m KITCHEN HALL LIVING > O O ROOM cn L N 3 U 1 0 X 06 UJ Cl 7.29' GRADE _ — - 7.29' GRADE II-III=III . III- � � - III -I _TIII-. _ -I - 1 et Z =i=I 1-1 I I I-1 1--I _ -1 III f=1 1=1-I 1=1 11=I 1=1 t= _"'_ =i t=1 I -III- _= = ----_ -11 - _� � I Iii-ITI=I i I �� _- _ ` I I I I I I I I -I 11=1 I I=iii=III-I 11-1 I I III -III -1 I I -I 11=1 i i=i i �=iii—III-III-III-III-III I I LI I I iTi � i=1 I Ii ITI= 11- iii_ 9 9 A A LATERAL SECTION 2 11x17 SCALE: 1/8"=,'-0" 3 LATERAL SECTION 1 11x17 SCALE: 1/8"=,'-o" 2 24x36 SCALE: 1/4"=,'-0" 0 2' 4' 8' 24x36 SCALE: 1/4"=,'-0" 0 2' 4' 8' I R-13 MIN. INSULATION AT WALLS. LEGEND 2 R-30 MIN. INSULATION AT CEILINGS. CEILING 3 5/e' TYPE "X" GYP. BD. TYP. 2 3 4 NOT USED 5 R- 19 MIN. INSULATION AT FLOORS. 35.1 2' TOP OF STAIR G 2 X STUDS @ I G"O.C., (FOR MORE INFO, SEE 0 o¢�zcnov:�r0 STRUCTURAL DRAWINGS). I �wooW�-=Wo O 2 X CJ @ G"O.C. PER STUCTURAL. 13 a Y W~� N r~ 8.1 I �MEL<< �azw I NP. oap3 moa V'Y 30.33' TOP Of RAIL 2 I 3: 0— A 0 � STAIR TYP. zw,,,z�wz0 (if 1> �/ CONSTRUCTION ON THE GARAGE SIDE FOR WALLS v POSTS AND OF C IFIN011 I\ I Om \ E CASE / I / O a 0 0N N cl�z o a 0 I I SEE DETAI 5 2GARAGE OP SUPPORT NG THE DWELCEILINGS, LING,3/A 8.2. -,- I ° ? o 9 CONCRETE FOOTING PER STRUCTURAL / r z c��m= Y -a-�,Y� - -1�I 2% orow�zmoD�=w _ CXXX� CxXXJ SL zm a I a aa3Y REVISIONS: 10 SMOOTH STUCCO FIN O/ MTL LATH 0/ BLDG PAPER. N 5 �I Plan Check Corr. 5.5. 6 2X BLCK'G. OR WOOD BEAM PER STRUCTURAL. STAIR TyP" 12 PLYWD WALL SHEATHING AT SHEAR WALLS PER = CASE STRUCTURAL. - 21 .04TOP OF RAIL MA5TER MASTER H LL / BAR BATH OOM BEDROOMI3 BEDROOM W.I.C. I I 3 GRADE "D" BUILDING PAPER. m5 A-8.1 I N DRAWN BY: _ ----s-� R.O.C. 5 JI I JOB NO: REST S m PATIO LIVING = KITCHEN ROOM CTAIAS vl DATE:OCTOBER 20, 2016 O ROOM BATH OM TOILET s GARAGE SCALE: I � I � SHEET TITLE: l ; 1 of o z � z am N 7.29' GRADE i .. U I O Ai -III L H iii iii -iii i II I �I-'. ' - - - - - - - - - III III U „� - - - ,.. - - UJ -III -1 k . - - - IL -1 III -1 I-III—I —III -III 1-1 1-1-1 NOTES: 1=1 -. I I- 1=h -1 I I-1 I I-1 I I-1 11=1 I I III -1 I I-1 I I-1 I I -III -III -III - 11-1 I I-1 I I-1 11=1 I IJ I I -I �- I I=1 I I-1 11=1 I I -I I �-� I I=1 I f-1 I I I I I`I I f-� � �=� � I=n f-1 N -1 I G-' � �`� � I=111-"'`' � I-1 I�. r-1 11=I 11=1 I I 11-1 I I_-1 I f I I I-1 I I_-1 I I=1 11=1 I'- �_ 1= I ' 1= I I k � -T-1I1= ��_ r11r n -iii= Il-iii=1T I� U' 111 -III -11H1 -IIF" 11- - 'Ik IC. `III 1. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY = III -III= :Ili -hill 1_I 7w II � LyFul.- I 2 ' li iii-_� Z_ _ I_ III -I I L- i lI-I I I - NO LESS THAN 5/6" TYPE X GYPSUM BOARD APPLIED TO THE UNDERSIDE OF FLOOR FRAMING. PROVIDE MINIMUM%Z' GYPSUM J BOARD ON THE GARAGE SIDE ELSEWHERE. TABLE R302.G 00 1107 SCALE: 1/8"=1'—O"SHEE1 NUMBER: KEYNOTES LONGITUDINAL SECTION 24x36 SCALE: 1/4"=,'-o" 0 2' 4' 8' 1 A-6 ::�9 so NOT USED DOOR NOTES DOOR SCHEDULE NOTES I : ALL DOORS SHALL BE PAINT GRADE UNLESS OTHERWISE INDICATED. 2: OWNER SHALL SELECT PAINT COLOR/ FINISH. Q rY o = i- p F = w _ w z U u Q wK z w Q a- � w Q w w 0 Q w z Q p Q w Q w = N GLAZING °- O w w0 HARDWARE U -FACTOR SOLAR HEAT GAIN COEFFICIENT SHGC) REMARKS O 18' - 0" 7-0" 1 3/4" ALUM. ALUM. ALUM. ALUM. ANOD. CLEAR DOUBLE PANE GLASS PANEL FOLDING LOCKING .30 U -VALUE .28 SHGC G PANEL FOLDING GLA55 WALUDOOR 3: ALL DOOR HEADERS SHALL BE AT 7-0" A.F.F. UNLE55 OTHERWISE INDICATED. 4: THRESHOLDS AT DOORWAYS SHALL NOT EXCEED .75" IN HEIGHT FOR SLIDING DOORS SERVING DWELLING UNITS OR .5" FOR OTHER DOOR5. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES 2 O 16'- 0" 7-0" 1 3/4" ALUM. ALUM. ALUM. ALUM. ANDD. CLEAR DOUBLE PANE GLA55 PANEL FOLDING LOCKING 30 U -VALUE .28 SHGC G PANEL FOLDING GLA55 WALUDOOR GREATER THAN .25" AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 50%. 5: ALL DOORS SHALL HAVE A MINIMUM CLEAR WIDTH OF 2'-8". 30 0" G'- 8" 13/4" WD WD WD FC PTD NONE SOLID PANEL SWING CLOSET 40 2' - G" G' - 8" 1 3/4" WD WD WD FC PTD NONE SOLID PANEL SWING LOCKING 20 MINUTE FIRE RATED G PROVIDE DOOR STOPPERS ON ALL DOORS. 7: PROVIDE A MINIMUM OF ONE EXIT DOORWAY NOT LESS THAN 3' WIDE AND G' -G" IN HEIGHT, AND WITH ACLEAR, A2'- MIN. CLEAR WIDTH OF 32 INCHES. (831 I ) W 5 8" G'- 8" 13/4" WD WD WD FC PTD DOUBLE PANE GLASS PANEL SWING LOCKING 30 U -VALUE 28 SHGC G 2'- 4" G'- 8" 13/4" WD WD WD PTD NONE SOLID PANEL SWING PRIVACY 8 PROVIDE INSULATED GLAZING ON ALL EXTERIOR GLA55 PANEL DOORS. 07 2' - 8" G' - 8" 1 3/4" WD WD WD - PTD NONE 50LID PANEL SWING PRIVACY 9: OPENING PROTECTION. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/6 INCHES (35 MM) THICK, O8 2'- 8" G'- 8" 1 3/4" WD WD WD - PTD NONE SOLID PANEL SWING PRIVACY - - 9 5' - 4" G' - 8" 13/4" WD WD WD PTD NONE SOLID PANEL SLIDING CLOSET OR 20 -MINUTE FIRE -RATED DOORS, DOORS SHALL BE SELF-CLOSING AND SELF -LATCHING. (CRC 8302.5. I) O 2'- 7" G'- 8" 1 3/4" WD WD WD - PTD NONE SOLID PANEL BI -FOLD CLOSET - - EXCEPTION: WHERE THE RESIDENCE AND THE PRIVATE GARAGE ARE PROTECTED BY AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH SECTIONS P309.G AND 831 3, OTHER DOOR OPENINGS BETWEEN THE PRIVATE GARAGE AND THE RESIDENCE NEED ONLY BE SELF-CLOSING AND n ` W 2'- 8" G'- 8" 13/4" WD WD WD PTD NONE SOLID PANEL SWING PRIVACY SELF -LATCHING. THIS EXCEPTION SHALL NOT APPLY TO ROOMS USED FOR SLEEPING PURPOSES. HAZARDOUS LOCATIONS 2 2'- G" G'- 8" 13/4" WD WD WD PTD NONE SOLID PANEL SWING PRIVACY 3 2'- G" G'- 8" 1 3/4" WD WD WD - PTD NONE SOLID PANEL SWING PRIVACY - - THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING MATERIALS (CRC 8308.4 * CBC 240G.4): I : GLAZING IN SWINGING DOORS, EXCEPT JALOUSIES (SEE SECTION 2406.4. 1) 4 2'- 8" G'- 8" 1 3/4" WD WD WD - PTD NONE SOLID PANEL SWING PRIVACY - - 5 2' - 8" G'- 8" 13/4" WD WD WD PTD NONE PANEL SWING PRIVACY 2: GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING ANDSOLID BI -FOLD CLOSET DOOR ASSEMBLIES. G 2'- 4" G'- 8" 1 3/4" WD WD WD - PTD NONE SOLID PANEL SWING PRIVACY - - 3: GLAZING IN STORM DOORS. 4: GLAZING IN UNFRAMED SWINGING DOOR5. 5: GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND 5HOWER5. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN GO INCHES ABOVE A STANDING SURFACE. G: GLAZING IN GUARDS AND RAILINGS. > t0 Q to cc d 0 m U L 0 06W3 7 2 - 4 ' " G - 8 ' " 13/4" WD WD WD PTD NONE SOLID PANEL SWING CLOSET 8 2'- 8" G'- 8" 1 3/4" WD WD WD - PTD NONE SOLID PANEL SWING PRIVACY - - 9 2'- 4" G'- 8" 1 3/4" WD WD WD - PTD NONE PANEL SWING PRIVACY WINDOW NOTES 20 2' - 8" 6' - 8" 13/4" WD WD WD PTD NONE PAONEL SWING LOCKING Z GENERAL NOTES NESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. tlf 1: ALL WINDOW HEADERS SHALL BE AT 7'-0" AFF UNLE55 NOTED OTHERWISE. 2: ALL FENESTRATIONS ON WINDOWS AND DOORS SHALL HAVE U -FACTORS AND SOLAR HEAT GAIN COEFFICIENT (SHGC) VALUES IN ACCORDANCE WITH T-24 ENERGY CALCULATIONS. ALL FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. MEANS OF EGRESS I : IN EVERY BEDROOM AND BASEMENT GREATER THAN 200 SQ FT, OR CONTAINING HABITABLE SPACE, PROVIDE ONE OPEN -ABLE ESCAPE OPENING MEETING ALL OF THE FOLLOWING (8310): A. A NET CLEAR OPENING AREA OF NOT LESS THAN 5.0 SQ FT ON THE GRADE LEVEL. NOT USED B. A NET CLEAR OPENING AREA OF NOT LE55 THAN 5.7 SQ FT ON ALL OTHER LEVELS. C. MINIMUM CLEAR OPENING HEIGHT OF 24 INCHES. D. MINIMUM CLEAR OPENING WIDTH Of 20 INCHES. E. MAXIMUM SILL HEIGHT OF 44 INCHES FROM THE FLOOR. F. PROVIDE A WELL FOR ESCAPE FROM A BASEMENT. AREA OF WELL TO BE 9 SQ FT MIN.. WITH 3' MIN DIMENSION. PROVIDE A LADDER FROM WELL IF DEEPER THAN 44 INCHES. HAZARDOUS LOCATIONS THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING MATERIALS (2406.4 CBC:) /� �/ �/ I N DOW SCH E QQLf I: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR INA CL05ED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN GO INCHES ABOVE THE WALKING SURFACE. 2: WHERE GLAZING AREA 15 GREATER THAN 9 SQ FT IN AREA, WITH THE BOTTOM EDGE LE55 THAN 18 INCHES ABOVE THE WALKING FLOOR, TOP EDGE MORE THAN 3G INCHES ABOVE THE FLOOR, AND WITHIN 36 INCHES OF A WALKING SURFACE, MEASURED HORIZONTALLY. 3: GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LE55 THAN 36 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS, AND RAMPS. 4: GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 3G INCHES ABOVE THE LANDING AND WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD.. 5: GLAZING IN GUARDS AND RAILINGS. O w p° _z = p _ w _ = w Q � Cz w w 0 Q � CZ w w z Q � CZ w w w < = N z_ w GLAZING TEMPERED? N w w O � U -FACTOR SOLAR HEAT GAIN COEFFICIENT SHGC) REMARKS 0 a w z 0 w w 0 0 0 N w- w 0 0 a Y w �W N r x W z - v) 0 0 m a 0 O a 0 0 a a 3 r a z w o N of u 0 z Y a030�za NI = a w - - (Do w z 5 a z 0 o w a n a w N w On N00 a0 0 0 w z o a � w r O wY�r=w�wo�� ~ Of 0 w m a oz O o>ow~Z0oa_w zmwaaa0�a3Y A 2' - 8" 3' - 0" 3' - 8" VINYL WD FC PTD CLEAR DOUBLE PANE NO NO CASEMENT 30 U -VALUE 28 SHGC OB 4' - 8" 3' - O" 31-6" VINYL WD FC PTD CLEAR DOUBLE PANE NO NO CASEMENT 30 U -VALUE 28 SHGC OC 3'- 9" 1'- 0" G'- 2" VINYL WD FC PTD CLEAR DOUBLE PANE NO NO CASEMENT .30 U -VALUE .28 SHGC OD4'- 3" 1'- 2" G'- G" VINYL WD FC PTD DOUBLE PANE YES NO CASEMENT .30 U -VALUE .28 5HGC OE 2' - 0" 3' - 0" 3' - 8" VINYL WD FC PTD CLEAP DOUBLE PANE YES NO CASEMENT .30 U -VALUE .28 SHGC NOT USED O 5' - 8" 2' - 0" 4' - 8" VINYL WD FC PTD CLEAR DOUBLE PANE YES NO FIXED 30 U -VALUE 28 SHGC REVISIONS: OG 4' - 8" 3' - 2" 3' - G" VINYL WD FC PTD CLEAR DOUBLE PANE NO YES CASEMENT .30 U -VALUE .28 5HGC �I Plan Check Corr, 5.5.1 G O 4'- 8" 3'- 2" 3' - G" VINYL WD FC PTD CLEAR DOUBLE PANE NO YES CASEMENT .30 U -VALUE .28 5HGC OJ 4' - 8" 3'- 0" 3' - 8" VINYL WD FC PTD CLEAR DOUBLE PANE NO YES CASEMENT .30 U -VALUE .28 5HGC OK 2' - 3" 5' - 0" 1' - 8" VINYL WD FC PTD CLEAR DOUBLE PANE NO NO CASEMENT .30 U -VALUE .28 SHGC OL G' - 0" 1' - 0" 5' - 8" VINYL WD FC PTD CLEAR DOUBLE PANE NO NO CASEMENT .30 U -VALUE .28 SHGC OM 2'- 3" 5'- 0" 1'- 8" VINYL WD FC PTD CLEAR DOUBLE PANE NO NO CASEMENT .30 U -VALUE .28 SHGC DRAWN BY: K.M. ON 3'- 0" 3'- 0" 3' - 8" VINYL WD FC PTD CLEAR DOUBLE PANE YES NO CASEMENT .30 U -VALUE .28 5HGC R.O.C. OP 5'- 0" 3'- 2" 3' - G" VINYL WD FC PTD CLEAR DOUBLE PANE NO YES CASEMENT .30 U -VALUE .28 SHGC JOB NO: OQ 5' - 0" 3' - G" 3'- 8" VINYL WD FC PTD CLEAR DOUBLE PANE YES NO CASEMENT .30 U -VALUE .28 SHGC DATE: OCTOBER 20, 2016 OR 3' - 0" 3' - 0" 3' - 8" VINYL WD FC PTD CLEAR DOUBLE PANE YES NO CASEMENT .30 U -VALUE .28 SHGC SCALE: SHEET TITLE: tIT15FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. Of O O 0U) 06 W 00 ow Z_= �co SHEET NUMBER: A-7 so 31 BUR ON PARAPET WALL PLYWD SHEATHING PAINTED STL PRESSURE BAR 2x 3/16 2x PARAPET FRAMING " OFING BUILT-UPPO W/ 2 FASTENERS, 3 SIDES ®16" OC ON SEALANT "J" BAD FF MTL CONDUCTOR HEAD, -4-0 SOLDER CONDUCTOR CEM PIAS 7/8"OVER 2x WD PARAPEr HAD TO SCUPPER AP IRON PAPER-BACKED ATH FRAMING ®16' OC 6" s° a' MAKE WATER TIGHT SEALANT ALL AROUND (16) 10d NAILS, TYP. PLYWD SHEATHING STL PRESSURE BAR W/2 FASTENERS, 3 SIDES 1" MTL SCUPPER 6° 6° 8° F CONDUCTOR WESTCOAT ALX SHEET METAL PARAPET CAP OPENING OPENING CONTINOUS SHAPED BLOCK 7. — ---— — — — — — — N CLEAT ------ -- —---------- DBL. TOP DS PLATEI "J" MOLD. l — — — ROOF SHEATHING 2' 4" 2" 1 1/2' tO 3"X 8" OVERFLOW — — — MTL OVERFLOWSCUPPER 1/2" 2' ABOVEL BATT INSUL CONDUCTO SCUPPER LOW POINT IN ROOF w it T) 1/2' 2 1/2• /2• 4' ROOF FRAMING HADLL SEALANT W/BACKER LP OF INSUL PORTLAND '. CEM PLEAS ON 'I I1O ROD 7/8" CEM PLEAS O TOP OF ROOF DECK II PAPER BACKED l 8- A IM. WW/MTL LATH OVER PAPER 16 GA x1" WIDE GALV MET LATH .. REGLET CORROSION NOTE: DOWNSPOUT -FOR CONTINUATION, SEE CML SHEETS. OA SECTION (W/0" CONDCTOR ^ MTL SCUPPER O PLAN ANCHOR STRIP, PAINTED W/FASTENER ES O ELEVATION 2x4 STUDS @ i6" o .c. (TYP.) - L--- I l' RESISTANT FLASHING MIN., .019" t7 2X WD STUDS @16" Q.C. j PLYWD SSD CANT STRIP n SCUPPER DETAIL NT.S. 112 PLATE SPLICE (TYP.) 1"=1'-0' 8 2X WOOD STUD WALL WESTCOAT ALX SEE PRODUCT SPECIFICATION PORTLAND CEM PLEAS ON 12" MIN. 12" MIN. PAPER BACKED MET LATH JJ W o 0 0 0 2x6 FLAT BLKG. @ 48" r (2) 16d EA. BLOCK O.C. Q 2x CEILING JOISTS 4"x4" 26 GA. MIN. d 0 (2) 16d EA. END 2x CEILING JOISTS METALBONDERIZED FLASHINGET (aj C.J. PER PLAN. J i � C 16d MIN.24" OVERLAP, -a p SOLID BLKNG. CENTER OVER INT. BEARING WALL. p� W a "GYP" L Z 16d @ 8" OC. 5/8" DWB. BEARING WALL: 2x STUDS @ 16" OC. 1/2" "GYP" DWB. NOT USED Scale:119 NOT USED Scale:115 CEILING JOIST SPLICE 11 NON—BEARING WALLS 7 PARAPET DETAIL 3 1 -1/2'a=1' -o" 11SD11eo Y=V-o„ 6'-0" o.c. (1 1/2" DEEP x 3 1/2" LONG MAX.) 1'-0" MIN. MIN. PLYWOOD SHEATHING PER STRUCT. 5/8" "TYPE X" DRYWALL BOTH SIDES. BLOCKING (E) 2x STUDS @ 16" OC. AS REQUIRED 31 2 FLASHING MAX 1 1/4- MAX BORED HOLE W p O O N W- W U O VENT COVERING 1 1 4 x 16 a STRAP w 6 10d / " 9 / Qy0~W'NY=W COMMON NAILS EA. END @ EA. PLATE z N o o M 3 0 0� pa a a zo o_LoTYPICAL 1 HR RATED WALL WOOD STRUCTURAL PANEL (STRAP NOT REQ'D FOR SILL PLATE) Of N a 0 z Y FINISH COAT, BROWN COAT O¢�3O�Z¢ NI 2flw�U SCRATCH COAT, WIRE LATH TWO LAYERS OF WEATHER � z o z - `' z O � N N - ` o WEATHER RESISTIVE BARRIER RESISTIVE -BARRIER 2x4 DBL. TOP PLATE - 2x4 OR 3x4 SILL PLATE SIM. v- o a IL a = (TYVEKO HOMEWRAPOO RECOMMENDED) p U N Z 0 TYVEKO STUCCOWRAPO of SHEATHING @EXTERIOR OR 5/8" TYPE METAL LATHE NOTCHING SHALL BE NO LESS THAN y_ w_ z n o ¢ � w o Y P - w 70 w= w X^ 6'-0" o.c. (2" DEEP x 5 1/2' LONG "X" J R-13 INSULATION z m a 0 ~ rr rr 0 w = = Y GYP BIRD AT INTERIOR RATED WALL. MAX.) TWO LAYERS OF 5/8" TYPE GYP. BD. o >- 0 w � z _IO D - w zmwaaaU�a3Y STUCCO V_0" V_0" MIN. MIN. 2x FRAMING PER STRUC. REVISIONS: FLASHING OVER DRIP CAP N z 1� Plan Check Corr. 5.5.16 N VENT @ WALL -WHERE OCCURS N°Ts118 1 HR. RATED FLR. + CEILING- @GARAGE 1 1/2'a=-0" 1' 6 N � 1 HR. RATED INT. WALL (TYP)1 1/2'1=1'-o', 2 x 5 1/2"1 PENETRATION SHALL COMPLY MAX 2" MAX BORED HOLE NOTE: WITH TYPICAL 1 HR RATED WALL SEALANT 1 1 4" x 16 a. STRAP w/8 10d / 9 ONE HOUR WALL ASSEMBLIES SHALL EXTEND FROM FOUNDATION TO THE UNDERSIDE OF THE ROOF. R302.3 CRC R302.4.1/ R302.4.2 FINISH COAT, BROWN COAT COMMON NAILS EA. END @ EA. PLATE 7/8" STUCCO. SEE ELEV. DRAWN BY: SCRATCH COAT, WIRE LATH (STRAP NOT REQ'D FOR SILL PLATE) EXTERIOR INTERIOR K.M. WEATHER RESISTIVE BARRIER MORTAR SETTING BED R.O.C. (TYVEKO HOMEWRAPO RECOMMENDED) ; MORTAR SCRATCH COAT - FIBERGLASS TYVEKo STUCCOWRAPO of 5/8 INSULATION SHEATHING @ EXTERIOR OR 5/8" 2x6 DBL. TOP PLATE - 2x6 OR 3x6 SILL PLATE SIM. 7/8STUCCO " TYPE ,X, I ` TYPE "X" o/ PAPER BACKED GWB I ' LATH JOB NO: GYP B BIRD AT INTERIOR RATED WALL. FLASHING UNDER SILL NOTCHING SHALL BE NO LESS THAN 6'-0" o.c. (3" DEEP x 5 1/2" LONG LATH o/ 1 LAYER GRADE ' < I. BLOCKING FOR LATH EDGE DATE: 6" DIA. MAX.)) D" PAPER. COLOR IAND GSM FLASHING October 20, 2016 SCALE: MAX. OPENING 1 -0" 1 -0" PER OWNER. I WRB MIN. It MIN. 2x STUDS \I LAP OVER STEP FLASHING SHEET TITLE: STL PILE NOM. 4" DIA. SCHEDULE i @ 16" OC. AND WEEP SCREED 5 OR CONDUIT TWO LAYERS OF WEATHER M GSM STEP FLASHING AT RAKE NOM. 4" DIA. OR COPPER TUBING RESISTIVE -BARRIER ' I PER ROOF MANUFACTURER'S NOM. 3" DIA I I RECOMMENDATION I WEEP SCREED (#7 SHOWN) METAL LATHE 51 2" Ma "x" CDX PLY WD WHERE OCCURS ' ; I z LAP OVER GSM STEP FLASHING 2" MIN. U)CAULKING _J FLANGE STUCCO m MAX 3" MAX BORED HOLE R-13 I 11 SEE Q W I (SEALED TO PENETRATION) WOOD STRUCTURAL PANEL R INSULATION C\1,-8. p U1 L_ PROVIDE 2X WD 10d/COMMON NAILS AP END BLOCKING & SEAL/TAPE TYVEKo @ EA. PLATE (STRAP NOT REQ'D FOR SEAL AROUND TO FLANGE SILL PLATE) 5 PENETRATION WITH (USE TYVEKO FLEXWRAPT MINERAL WOOL FOR LARGE OPENINGS) 2x8 DBL. TOP PLATE - 2x8 OR 3x8 SILL PLATE SIM. SHEET NUMBER: INSULATION. PENETRATION @RATED WALL C� RS 1 1/2"=1'-o° 17 HEAD + SILL @ STUCCO (TYP) N.T.S 113 FRAMING DETAILS Scale: 9 STUCCO WALL (TYP)- 1 HR. RATED WALL 1 1/2"=' 0 5 ROOF DECK TO STUCCO WALL Y=11eo 1 q_8.1 31 NOTES: • APPLY WP -51 ON ALL FLASHING SEAMS AND OVERLAPS. STANDARD OVERLAP IS BOTTOM TO TOP WITH A 4" OVERLAP. . 2500 PSI MINIMUM FOR CONCRETE SUBSTRATES. . 5%" EXTERIOR GRADE MINIMUM FOR PLYWOOD SUBSTRATE. 2 3/4' [70] SC -10 ACRYLIC TOP Y4' MINIMUM SLOPE REQUIRED ON ALL DECKS. COAT SEALER REFER TO LOCAL BUILDING CODES & STANDARDS. . WP -40 SHEET MEMBRANE OPTIONAL EITHER UNDER OR OVER EXTERIOR INTERIOR SHEET METAL. WEATHER FOLD UP WEATHER RESISTIVE BARRIER WALL FINISH MECHANICALLY FASTEN AS RESISTIVE AND TEMPORARILY SECURE NECESSARY IN CORNERS THROUGH BARRIER WP -81 ACRYLIC & TC -3 MEDIUM BUILDING PAPER TEXTURE CEMENT GRACE VYCOR PLUS / WP -81 ACRYLIC & TC -1 i CONTINUOUS BASECOAT CEMENT i DRIP SCREED 0Ago 0- \ i m \ - a d K. c�ls,Y• o p EXTERIOR - WP -81 CEMENT MODIFIER & EATHEE / ' �3 SHEATHING r�+'��j°`° TC -1 BASE COAT CEMENT \\ = P BARRIER-- /"••° WP -25 METAL LATH, STAPLED � TAPE SILL PLATE BONDERIZED SHEET 4" MIN METAL FLASHING O P SHEET MEMBRANE @SEAMS - 3,ve;�[eor (SEE VCRDET-106 FOR OPTIONS) OPTIONAL NAL FULL SEAL GUARD iv � o A (ASSEMBLED WINDOW) 3 rc o � n m Q L N B a o Q � D N 6. GRACE VYCOR PLI15 2" X 4" 26 GAUGE BONDERIZED DRIP EDGE SHEET METAL FLASHING i O GRACE VYCOR PLUS ' GRACE VYCORNERTM OR CORNER PATCH RECOMMENDED DECK EDGE & WALL TO DECK FLASHING DETAILNOT USED RAISED SILL (SEE VCRDET-507 OR VCRDET-504 FOR SCALE: N.T.S. 1 OPTIONS) N.T.S. 7a 6"= 1'-0" 4 � NOTES: DO NOT FLASH OVER A. VISIT GRACECONSTRUCTIONOOM FOR THE MOST CURRENT DETAILS, BOTTOM NAILING FLANGE INSTALLATION VIDEO AND PRODUCT DATASHEETS NOTES: 3 ve• 1e03 B. RIPCORDOCAN BE REMOVED FROM GRACE VYCOR PLUS FOR EASE OF • APPLY WP -51 ON ALL FLASHING SEAMS AND OVERLAPS. VERTICAL FRAME HEAD FLASHING TIE-IN INSTRUCTIONS: INSTALLATION STANDARD OVERLAP IS BOTTOM TO TOP WITH A 4" OVERLAP. 1 7/16' [36]1 11/16• [44] 1.CUT, FOLD UP AND TEMPORARILY SECURE WEATHER RESISTIVE C. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE • 2500 PSI MINIMUM FOR CONCRETE SUBSTRATES. BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION • 5%" EXTERIOR GRADE MINIMUM FOR PLYWOOD SUBSTRATE. 2 3/4' 1703 D. INSTALL GRACE VYCOR PLUS IN ORDER AS SHOWN BY NUMBERS • Y4" MINIMUM SLOPE REQUIRED ON ALL DECKS. 2. INSTALL GRACE VYCOR PLUS HEAD FLASHING UNDER WEATHER • REFER TO LOCAL BUILDING CODES & STANDARDS. RESISTIVE BARRIER ALONG HEADER E. INSTALL GRACE VYCOR PLUS AND WEATHER RESISTIVE BARRIER TO FORM WP -40 SHEET MEMBRANE OPTIONAL EITHER UNDER OR OVER WATER -SHEDDING LAPS SHEET METAL. EXTERIOR INTERIOR 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING Z FIRST PIECE AND SEAL WITH TAPE AS SHOWN ABOVE F. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL 2N �-CUT v A FOLD UP � N TRIM OFF N EXCESS -7 IN FLANGED WINDOW — OPTION 1 (GRACE VYCOR PLUS SELF—ADHERED FLASHING) 14 4M/� SECOND PIECE SCALE: N.T.S. I OPTION A OPTION B CUT— CORNER UTCORNER PATCH (SEE VCRDET-504) OR COMPATIBLE SEALANT 2 5/16' 1593 GRACE VYCOR PLUS SEE TECH LETTER#7) 1/2• [13] yr n3I `�\\IYVIII FOLD DOWN 3 3/6• [85] COMPATIBLE WOODEN WOOD SIDING FURRING (SEE TECH LETTER #1) STRIP SILL PLATE \ J SILL PLATE OUTSIDE CORNER FLASHING — DECK TERMINATION DET. 1010 NOT USED 7 FLUSH SILL 3 GRACE GRACE SCALE: N.T.S. N.T.S. 6 – 1 0 1.VYCORNERTM VYCORNER SEE NOTE -B SEE NOTE -B NOTES: APPLY WP -51 ON ALL FLASHING SEAMS AND OVERLAPS. WALL SHEATHING WALL SHEATH! N G STANDARD OVERLAP IS BOTTOM TO TOP WITH A 4" OVERLAP. IMPORTANT NOTES: 2500 PSI MINIMUM FOR CONCRETE SUBSTRATES. NOTES: 1. POST TO BE INSTALLED ON TOP OF 5%" EXTERIOR GRADE MINIMUM FOR PLYWOOD SUBSTRATE. 4• [tat] SLURRY COAT. Y4' MINIMUM SLOPE REQUIRED ON ALL DECKS. A. VISIT GRACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS 2. TEXTURE COAT SHOULD BE APPLIED REFER TO LOCAL BUILDING CODES & STANDARDS. B. RIPCORD@ CAN BE REMOVED FROM GRACE VYCOR PLUS FOR EASE OF INSTALLATION AND FUTURE TIE-INS AFTER POST FLANGE INSTALL • WP -40 SHEET MEMBRANE OPTIONAL EITHER UNDER OR OVER 6 3/16' [157] C. IF APPLICABLE, REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE SHEET METAL. D. INSTALL SILL FLASHING AS SHOWN ABOVE SHOWS BEST OPTION FOR TOPMOUNT, SIDEMOUNT IS EXTERIOR E. INSTALL GRACE VYCOR PLUS AROUND REMAINING WINDOW UNIT PER GRACE WINDOW DETAILS (VCRDET-100 TO 111) RECOMMENDED FOR ALL RAILINGS F. CHECK LOCAL BUILDING CODES FOR WEATHER RESISTIVE BARRIER REQUIREMENTS AND INSTALL GRACE VYCOR PLUS WITH WEATHER RESISTIVE BARRIER TO FORM WATER -SHEDDING LAPS 2" X 4" 26 GAUGE EXTERIOR G. A BACK DAM CAN BE ACCOMPLISHED USING A WOODEN FURRING STRIP, AS ILLUSTRATED ABOVE, OR BY FOLDING THE GRACE VYCOR PLUS ADHESIVE LAYER ONTO ITSELF BONDERIZED DRIP EDGE H. OPTION -C: INSTALL WOODEN FURRING STRIP ON TOP OF WOODEN SIDING PRIOR TO GRACE VYCOR PLUS ` . SHEET METAL FLASHING Ul0I I0 I. FOR SILL PAN DEPTHS GREATER THAN 6 INCHES, A SLOPED SILL IS REQUIRED IN ACCORDANCE WITH ASTM E 2112 WP -51 SEALANT g J. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL __ UNDER FLANGE p – m -- BASE + m m SLURRY COATS m N WINDOW SILL PAN OPTIONS (GRACE VYCOR PLUS SELF—ADHERED FLASHING) 3 °veovoeveoQo SCALE: N.T.S. ° aG WP -40 SHEET MEMBRANE INTERIOR PREFILE W/ METALLATH WP -51 SEALANT INTERIOR BASE COATru I I 2 1/4' [57] 1 1 1 3/6' 1353 SLURRY COAT 5/16' [63 TEXTURE COAT 2 1/4' [57] V [25] 1 1 2 1/4' [57] & SC -10 2" X 4" 26 GAUGE BONDERIZED DRIP EDGE SIDE PROFILE 5/16'[6] 5/16•[63 TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING SHEET METAL FLASHING 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH GRACE VYCOR PLUS TO FORM WATER -SHEDDING LAPS q FOLD UP WEATHER 2. RIPCORDV HAS BEEN REMOVED AT SILL FOR EASE '�,\` OF INSTALLATION AND/OR COORDINATION OF OTHER TRADES Vv`r RESISTIVE BARRIER AND 3. SCORE AND FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR R TEMPORARILY SECURE GRACEVYCOR GRACE PLUSCORPLUS TION HEAD RAILING TOPMOUNT DETAIL FOLDING PANELS WITH LOCKING 6 PANEL HINGE @ RIGHT SIDE JAMB 2 a. INSTALL GRACE VYCOR PLUS HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER; MECHANICALLY FASTEN AS NECESSARY SCALE: N.T.S. 6"– T-011 6"= 1 -0 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL SIDE �C EDGES WITH WEATHER RESISTIVE BARRIER TAPE OR GRACE VYCOR PLUS y�F'P PjP�R WEATHER RESISTIVE BARRIER (CHECK LOCAL NOTES: BUILDING CODE FOR • APPLY WP -51 ON ALL FLASHING SEAMS AND OVERLAPS. STANDARD SEE VCRDET-201 P, REQUIREMENTS) OVERLAP IS BOTTOM TO TOP WITH A 4" OVERLAP. SILL PLATE 2500 PSI MINIMUM FOR CONCRETE SUBSTRATES (SEE VCRDET-106�� • 5/a' EXTERIOR GRADE MINIMUM FOR PLYWOOD SUBSTRATE O FOR OPTIONS) ��P \S.` • R4ITIO MINIMUM SLOPE ADIN&STANDARDS OLBUIEIRED ON ALL DECKS G CODES 3 v6• [60] O EFER MECHANICALLY FASTEN GRACE VYCORNERTM AS NECESSARY IN \ �P OR CORNER PATCH SITE -BUILT PIECES 6 3/16' [157] GRACERS TOR PLUS RECOMMENDED RIGS/ m E GRACE VYCOR PLUS 1 O FOR OPTIONS)5070RVCRDET-504 EXTERIOR _ - V -CUT P N 1O N�.10p0 (LEFT) ^° 0 GRACE GRACE F !\ ^ VYCOR PLUS O4 6 VYCOR PLUS ppQ 1(2 �UT a ? SEAL TOP OF JOISTS UNDER DECKING a MAN (SEEVCRDET-301) L� / h _— TO IN 1l4 PREFABRICATED INTERIOR NOTES : 3" SLOPE TO EXTERIOR INTERIOR SCUPPER SCUPPER FLASHING A. VISIT GRACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, INSTALLATION WITH WP -30 2 1/4' [56] 1' [25] 2 1/4' [57] VIDEO AND PRODUCT DATA SHEETS MSN 1\N �2 3/4. 007 5/16' [W / B. RIPCORD@ CAN BE REMOVED FROM GRACE VYCOR PLUS FOR EASE OF INSTALLATION C. INSTALL GRACE VYCOR PLUS IN ORDER AS SHOWN BY NUMBERS 1Z D. MECHANICALLY FASTEN AS NECESSARY 4 °, M� E. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL BACK FRONT EXTERIOR DOOR WITH DECK FLASHING (GRACE VYCOR PLUS SELF—ADHERED FLASHING), SIM. 12 SCUPPER FLASHING DETAIL8 FOLDING PANELS W/ RUNNING CARRIAGE SET 5 HEAD JAMB SCALE: N.T.S. SCALE: N.T.S. 6.,= T-011 6.,= 1'-01. 0<l zwoox I_L w o 0 0 N w- W O O Qyw~(YN}=� z-Uq o ,Lu0 CD=a QQ 3}aow ONof 00 U5 Q 7i 01.L.Z to 21L w–U Z QC z Lo MM Ja w CL Z OO d2 LuIL D O[7N Z0 � O ZV10¢7 I-0 F-Y�lrHQ W BE 3-Ic O}O w J O Dw ZmL D-QQOHD-?i 1' REVISIONS: DRAWN BY: K.M. R.O.C. JOB NO: DATE: OCTOBER 20, 2016 SCALE SHEET TITLE: SHEET NUMBER: A-8.2 32 > co to Q L N � N 6. 3v �w O a �a z 0<l zwoox I_L w o 0 0 N w- W O O Qyw~(YN}=� z-Uq o ,Lu0 CD=a QQ 3}aow ONof 00 U5 Q 7i 01.L.Z to 21L w–U Z QC z Lo MM Ja w CL Z OO d2 LuIL D O[7N Z0 � O ZV10¢7 I-0 F-Y�lrHQ W BE 3-Ic O}O w J O Dw ZmL D-QQOHD-?i 1' REVISIONS: DRAWN BY: K.M. R.O.C. JOB NO: DATE: OCTOBER 20, 2016 SCALE SHEET TITLE: SHEET NUMBER: A-8.2 32 33 STAIR & HANDRAIL NOTES NOTE MIN. 0-8" HEADROOM CLEARANCE (831 1.7.2) MIW' CLEAR WIDTH 1.7. I ) NOTE: STAIRWAY SHALL BE POSITISITZ VELY ANCHORED TO THE PRIMARY STRUCTURE WITHOUT USING TOE NAILS OR NAILS SUBJECT TO WITHDRAWL STAIR NOTES TOP RAIL 1-1 /4" - 2" DIA, HARDWOOD HANDRAIL I : MAXIMUM PI5E OF 7.75 INCHES AND MINIMUM RUN (TREAD) OF 10 INCHES. 831 1.7.5 HANDRAIL 3"X3" 2" — MIN. 2: PROVIDE A NOSING BETWEEN 0.75" $ 1.25" ON STAIRWAYS WITH SOLID RISERS WHERE MET. HANDRAIL BRACKET POST AT 48" F TREAD DEPTHI5 LE55 THAN I I". P31 1.7.5.3 4 EXCEPTION I OO 2X BLOCKINGO.C.C. _ 3: MINIMUM WIDTH OF 3G INC ES. 831 1.7.1 1 1/4 "TO 1 1/2" 4: MINIMUM HEADROOM OF G FT. 8 INCHES. F31 1.7.2 In INTERIOR FINISH I DIA. HARDWOOD WOOD P05T 2X STUD WALL HANDRAIL HANDRAIL NOTES m �_ FIRE BLOCK Q I : PROVIDE A MINIMUM OF ONE CONTINUOUS HANDRAIL ON STAIRWAYS WITH 4 OR MORE - HOUSED WALL RISERS AND AT ALL OPEN SIDES. 831 1.7.b C\j STRINGER O 2: HANDRAIL HEIGHT SHALL BE 34 TO 38 INCHES ABOVE THE N051NG OF TREADS. MTL HANDRAIL 831 1.7.6.1 3: HANDRAIL WITH CIRCULAR CROSS-SECTIONS SHALL HAVE A DIAMETER OF 1.25 TO 2 TREAD RETURN 2 BRACKET NCHES. 1.7.8.3 ITEM II m 4: HANDRAILS WITH OTHER THAN CIRCULAR CROSS-SECTIONS SHALL HAVE A PERIMETER FACE STRINGER ,4-211 DIMENSION OF 4 TO G.25 INCHES WITH A MAXIMUM CR055-5ECTION OF 2.25 INCHES. N 2x TREAD z R3 ITEM 2X CARRIAGE G RAIL5 5: HANDRAILS WITH A PERIMETER GREATER THAN G.25 INCHES SHALL COMPLY WITH R3 1 1.7.8.3 ITEM 2. G: HANDRAIL SHALL BE CONTINUOUS WITHOUT INTERRUPTION BY NEWEL POST OR OTHER OBSTRUCTION, EXCEPT AT THE LANDING, VOLUTE, OR TURNOUT ON LOWEST TREAD. R3 I I .7.7.2 EXCEPTION I � 2 II \ / 5/8" TYPE "X" GYP BD. 2x WD. BLOCKING 7: CLEAR SPACE BETWEEN HANDRAIL AND WALL SHALL BE 1.5 INCHES MINIMUM. R3 1 1.7.8.2 X\ INI / WALL FINISH GUARDRAIL DESIGN: POST CONNECTION AT BASE SEE STRUCTURAL FOR (2)-5/8" DIA. THRU BOLTS MORE INFO Ms = 8.4 k -in / 1.4 = G k -in P5 = G k -I N /G m/ I X 1000 = 10001b5 BOLT CAPACITY = 2750 Ib5 X 1 2750 Ib5 > 1 000 Ib5 USE: (2)-5/8" DIA. THRU BOLTS W NOT USED3 HANDRAIL, TYP. 9 HANDRAIL, TYP. 6 INTERIOR HANDRAIL , TYP. 3 SCALE: N.T.S. SCALE :N.T.S. SCALE :N.T.S. SCALE: 6" 1'-0" ai t>� tll a N � NOTE: DECK WATERPROOFING R d CONSTRUCTION SHALL BE MER-KRETE 747 g <4" TYP. 3 V DUAL MEMBRANE SYSTEM OR APPROVED L C 51M. INSTALL PER MANUF. PEC. 0) '✓3 LARK -432 1, ICC -E5 WOOD RAILING O Y, � W a �a z WE5TCOAT ALX DECK MATERIAL OR EQUAL, 5EE I I/A8.2 (51M) AND A-0.41 —fill FLR S FL P MAN F. D W/ RO EP L. 3/4" CDX PLYWD 5UBFLP V IND FALL f ER NIANUR REC FL HIN PA 2x F.J. SEE 5TPUCT. PLANS V NOT USED 1 2 NOT USED 10 NOTES Q V 5LOPE%4" PEP I FT. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. STRUCTURAL BM SEE 5TRUTURAL 2" �j 2'-:.i" 2" PLYWD SHEATHING MTL EDGE SCREED FIBER CEMENT SOFFIT 0< Z WOO x I W 2X LEDGER: SEE STRUCTURAL O/ WPB F w 0 0 w LJ 0 0 FRAMING: SEE STRUCTURAL Z T(%j 0000)<00 < E=aaa 3YaZOW O n Voz VY <73vG 1 z n 2 d W — U ZE ZI—`W Ike mm 7)m -<Lu (f) 2 Ld D O U N uJ � Z 4 STAIR STAIR HALL STAIR ww=F-- UJ0Do DECK SIM. 2 IST FLOOR 2ND FLOOR I O ROOF O SCALE:1/2"-1'-0" ~YDef~oWW==Y 0> -Ow H Z J 0 — W i i Zmli O_«UHO_3Y REVISIONS: U P UP DN DN �I Plan Check Corr, 5.5.16 I I 14 14 --- -- 2 --- -- -- --- 2 13 -- --- 13 Ln +42" FROM _ _ _ Ln 5/8" PLY. RI5EP / 0 3 0 3 12 p DECK 12 1 1 4 4 1 1 _' OPTIONALIT / DRAWN BY: �0 Kq ___ __ — — — — — — — — — — — ___ — PLYWOOD // 1 5 10 5 10 SKIRT TRI '� / K.M. 3 — — — — - 2X T / - — — — — — — — — — — R.O.O. CI JOB NO: -- --- — — — — — — — — — — — — — — — — -- --- z / o (5 7 8 7 8 / 3/4" Q / / DATE: OCTOBER 20, 2016 O / N = SCALE: m O m / r / +I v 2 SHEET TITLE: FIRE BLOCK @ z Nk MID -SPAN OF STRINGERS <G" v 2X STRINGER U) 31-011 31-011 31-011 31-011 31-011 2x4 THRUST BLOCK co p NOTE:PI5E * RUN OF STAIR SEE PLAN FOR STAIR TREAD /RISER SHALL BE AS NOTED ON DETAILS. FLOOR PLAN ASHEET NUMBER: ENLARGED STAIR PLAN 7 STAIR DETAIL 4 RAILINGS A-8.3 SCALE: 1/2" = 1' - 0" SCALE :N.T.S. SCALE: 6" - 1'-0" 33 Zoning Administrator -August 10, 2017 ITEM NO. 2a -ADDITIONAL MATERIALS RECEIVED Walsh Residence Coastal Development Permit (PA2017-147) Zoning Administrator Resolution No. ZA2017 M _, Formatted: Underline, Font m1or: Red Page 2 of 7 SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (Coastal Development Permits) of the Newport Beach Municipal Code, the following findings and facts in support of such findings are set forth: Finding: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: 1. The subject property is currently developed with a duplex on an existing lot designated for residential development. The applicant is proposing to convert an existing duplex into a single family residence and expand the livable area on the second floor. The proposed 500 -square -foot addition on the second floor includes three additional bedrooms and two additional bathrooms. There is no proposed addition to the first floor and there is no change to the existing footprint. The applicant also requests to remodel the interior to convert the duplex to a single-family residence. 2. The proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The maximum floor area limitation is 3,050 square feet and the proposed floor area is 2,751 square feet. b. The proposed development complies with the required setbacks, which are 7 feet along the property line abutting the bay, 3 feet along each side property line and 5 feet along the property line abutting the alley. c. The highest guardrail/parapet is less than 23 feet and one-half inch from established grade and the highest ridge is 27 feet and 10 inches from established grade. The proposed development complies with all height requirements. d. The proposed development provides a two -car garage, which meets the two -car minimum garage requirement for residences with less than 4,000 square feet of livable floor area. 3. The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code and Building Division standards and policies. 4. Althouah the orooertv is located within 100 feet of coastal waters. a drainaae plan was prepared and a post -construction drainage system will be installed that includes drainage and percolation features designed to retain dry weather and minor rain run-off on-site to ensure the project does not impact water quality. Any water not retained on-site is directed to the City's storm drain system. 01-03-17 Zoning Administrator -August 10, 2017 ITEM NO. 2a -ADDITIONAL MATERIALS RECEIVED Walsh Residence Coastal Development Permit (PA2017-147) Zoning Administrator Resolution No. ZA2017 M _, Formatted: underline, Font m1or: Red Page 3 of 7 5. The development fronts the Newport Bay, but is seoarated from the shoreline by a public sidewalk and a public bulkhead. The California Coastal Commission's sea level rise (SLR) estimate over the next 75 years ranges between 1.25 feet and 4.5 feet, which 6. The property is not located near designated public view points or coastal view roads and will not impact public coastal views. The proposed addition and remodel conforms to the standards of the Zoning Code and Local Coastal Program. Finding: B. Conforms with the public access and public recreation policies of Chapter 3 of the Coastal Act if the project is located between the nearest public road and the sea or shoreline of any body of water located within the coastal zone. Fact in Support of Finding: 1. The project site abuts a public sidewalk fronting the bay and the development of the site will not affect public recreation, access or views. 2. The project site is located between the nearest public road and the sea or shoreline. Adequate vertical public access to the sea exists on Cypress Street, Adams Street, and Palm Street. In addition, lateral public access is provided via the public sidewalk along the bay front connecting Cypress Street to Adams Street. The proposed addition and remodel will not interfere with existing public access to the sea. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2017-062, 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 14 days following the date this Resolution was adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 Local Coastal Implementation Plan, of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the City's certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. 01-03-17