Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
07_Haupert Residence Coastal Development Permit_PA2018-025
O��EVI/P°R@ CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT u x a C'C/FOMN' SUBJECT: Haupert Residence (PA2018-025) Coastal Development Permit No. CD2018-011 SITE LOCATION: 1555 Ocean Boulevard APPLICANT: Jay S. Crawford A.I.A. OWNER: Mark Haupert PLANNER: Rosalinh Ung, Senior Planner 949-644-3208, rung@newportbeachca.gov ZONING DISTRICT/GENERAL PLAN June 14, 2018 Agenda Item No. 7 • General Plan: RS -D (Single -Unit Residential Detached) • Zoning District : R-1 (Single -Unit Residential) • Coastal Land Use Category: RSD -C (Single -Unit Residential Detached, 10.0-19.9 DU/AC) • Coastal Zoning District: R-1 (Single -Unit Residential) PROJECT SUMMARY The applicant requests a coastal development permit (CDP) to allow the demolition of an existing single-family residence and construction of a new three-story 2,865 -square -foot, single-family residence with an attached 572 -square -foot, two -car garage. The project will include hardscape, landscape utility connetsions and subsurface drainage facilities all located within the confines of private property. The design complies with all applicable development standards and no deviations are requested. All improvements are shown on the attached project plans (Attachment No. ZA 3). RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303, under Class 3 (New Construction or Conversion of Small Structures), because it has no potential to have a significant effect on the environment; and 3) Adopt Draft Zoning Administrator Resolution No. _ approving Coastal Development Permit No. CD2018-011 (Attachment No. ZA 1). 1 Haupert Residence (PA2018-025) Zoning Administrator, June 14, 2018 Page 2 Land Use and Development Standards The project is located in the R-1 Zoning District, which allows single-family residential development, and is consistent with the City's Coastal Land Use Plan, General Plan, and Zoning Code. A CDP is required as the property is not eligible for a Waiver for De Minimis Development because the property is located in the Appeal Area. • The property consists of one legal lot containing an existing single-family residence and attached garage. The neighborhood is predominantly developed with one- and two-story, single-family residences. Newer residences may have a rooftop deck and a partial third story. The design, bulk, and scale of the proposed development is consistent with the anticipated neighborhood pattern of development. The proposed single-family residence and accessory structures conform to all applicable development standards, including floor area limit, setbacks, height, and off-street parking as evidenced by the project plans and illustrated in Table 1 below: Table 1 — Development Standards Development Standard Standard Proposed Setbacks (min.) Front 9 feet 9 feet Sides 3 feet 3 feet Rear None required 6 inches Floor Area 3,566 square feet 3,437 square feet Open Volume Area 267 square feet 280 square feet Allowable Third Floor Area 267 square feet 257 square feet Parking 2 -car garage 2 -car gara e Height 24 feet flat roof 29 feet sloped roof 24 feet flat roof 29 feet sloped roof Hazards The project site is located between the nearest public road and approximately 450 feet from the sea or shoreline on the Balboa Peninsula. The finished first floor elevation of the proposed residence is 11.60 feet based on the North American Vertical Datum of 1988 (NAVD88) elevation standard, which complies with the minimum required 9 -foot (NAVD88) elevation standard. Tmplt OU12/I8 Haupert Residence (PA2018-025) Zoning Administrator, June 14, 2018 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. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of building permits. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC prior to building permit issuance. Water Quality • The property is not located on the shoreline nor is it located within 100 feet of coastal waters. The project design addresses water quality with a construction erosion control plan and a post construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. • The project design addresses water quality with a construction erosion control plan that outlines temporary Best Management Practices (BMPs) to be implemented during construction to minimize erosion and sedimentation, and to minimize pollution runoff derived by construction chemicals and materials. No water quality impacts to coastal waters are anticipated based upon the location and elevation of the property. Public Access • The project site is located on the Balboa Peninsula, between the nearest public road and the sea or shoreline. The lot currently does not provide public access to the shoreline. Implementation Plan Section 21.30A.040 (Determination of Public Access/Recreation Impacts) requires that the provision of public access bear a reasonable relationship between the requirement and the project's impact and be proportional to the impact. In this case, the project replaces an existing single- family residence with a new single-family residence. Therefore, the project does not involve a change in land use, density or intensity that will result in increased demand on public access and recreation opportunities. Furthermore, the project is designed and sited so as not to block or impede existing public access opportunities. • Vertical access to the beach is available at two nearby street ends, G and I Streets, that are approximately 480 feet to the west and 370 feet to east respectively of the subject property. Tmplt OU12/I8 3 Haupert Residence (PA2018-025) Zoning Administrator, June 14, 2018 Page 4 • The project site is not adjacent to the beach and is separated from the beach by a row of houses and a public alley. The public beach to the south provides continuous public access to the shoreline in this area. • The closest public viewpoint is located in West Jetty View Park, approximately 2,500 feet east of the property. An evaluation of the project site and surrounding area did not identify any other nearby public view opportunities. The project site may be located within the viewshed of distant public viewing areas. However, the project will replace an existing single-family residence with a new single-family residence that complies with all applicable Local Coastal Program development standards and maintains a building envelope consistent with the anticipated pattern of development. The proposed residence is not located near coastal view roads, as designated in the Coastal Land Use Plan. Therefore, the project does not have the potential to degrade the visual quality of the Coastal Zone or result in significant adverse impacts to public views. ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303, under Class 3 (New Construction or Conversion of Small Structures) 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 3 exempts the construction and location of limited numbers of new, small facilities or structures including one single-family residence in a residential zone. The proposed project consists of the demolition of an existing single-family residence, and the construction of a new three-story, 2,865 -square -foot, single-family residence and attached 572 -square -foot, two -car garage. PUBLIC NOTICE Notice of this application was published in the Daily Pilot, mailed to all owners of property and residential occupants of property within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways), including the applicant, and posted on the subject property at least 10 days before the scheduled hearing, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. APPEAL PERIOD: This action shall become final and effective 14 days following the date the Resolution is 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 Tmplt OU12/I8 Haupert Residence (PA2018-025) Zoning Administrator, June 14, 2018 Page 5 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. For additional information on filing an appeal, contact the Planning Division at 949-644-3200. Prepared by: (go�O—� Iesalinh M. Ung nior Planner JClru Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans Tmplt OU12/18 Attachment No. ZA 1 Draft Resolution 0 RESOLUTION NO. ZA2018-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2018-011 TO DEMOLISH AN EXISTING SINGLE-FAMILY RESIDENCE AND CONSTRUCT A NEW THREE-STORY, SINGLE-FAMILY RESIDENCE WITH AN ATTACHED TWO -CAR GARAGE AT 1555 OCEAN BOULEVARD (PA2018-025) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Jay S. Crawford A.I.A., with respect to property located at 1555 Ocean Boulevard, requesting approval of a coastal development permit ("CDP"). 2. The property is legally described as Lot 32, Block B of Tract 518, in the City of Newport Beach, County of Orange, State of California. 3. The Applicant proposes to demolish an existing single-family residence and construct a new three-story, 2,865 -square -foot, single-family residence with an attached 572 -square - foot, two -car garage. The project will include hardscape, landscape, and subsurface drainage facilities all located within the confines of private property. The design complies with all applicable development standards and no deviations are requested. 4. The subject property is designated RS -D (Single -Unit Residential Detached) by the General Plan Land Use Element and is located within the R-1 (Single -Unit Residential) Zoning District. 5. The subject property is located within the coastal zone. The Coastal Land Use Plan category is RSD -C (Single -Unit Residential Detached, 10.0 — 19.9 DU/AC) and the property is located within the R-1 (Single -Unit Residential) Coastal Zone District. 6. A public hearing was held on June 14, 2018, 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 hearing 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 hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations Section 15303, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act ("CEQA") under Class 3 (New Construction or Conversion of Small Structures), because it has no potential to have a significant effect on the environment. 7 Zoning Administrator Resolution No. ZA2018-### Paqe 2 of 7 2. Class 3 exempts the construction and location of limited numbers of new, small facilities or structures including one single-family residence in a residential zone. The proposed project consists of the demolition of an existing single-family residence and the construction of a new 2,865 -square -foot single-family residence and attached 572 - square -foot, two -car garage in the R-1 Zoning District. SECTION 3. REQUIRED FINDINGS. In accordance with Newport Beach Municipal Code ("NBMC") Section 21.52.015 (Coastal Development Permits, Findings and Decision), 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 proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The total proposed floor area, including the residence and enclosed parking, is 3,437 square feet, which complies with the maximum allowable floor area limit of 3,566 square feet. b. The proposed development will provide the minimum required setbacks, which are nine (9) feet along the front property line abutting Ocean Boulevard, three (3) feet along each side property line, and six (6) inches along the rear property line. c. The highest guardrail is no more than 24 feet and the highest roof ridge is no more than 29 feet, measured from the established grade level of 10.91 feet based on the North American Vertical Datum of 1988 ("NAVD88"), which complies with the maximum height limitation. d. The project includes enclosed garage parking for two vehicles, in compliance with the minimum parking requirement for single-family residences with less than 4,000 square feet of habitable floor area. 2. The neighborhood is predominantly developed with one- and two-story single-family residences. The proposed design, bulk, and scale of the development will be consistent with the existing neighborhood pattern of development and expected future development. 3. The project site is located between the nearest public road and approximately 450 feet from the sea or shoreline on the Balboa Peninsula. The finished first floor elevation of the proposed residence is 11.60 feet based on the North American Vertical Datum of 1988 04-24-18 8 Zoning Administrator Resolution No. ZA2018-### Paqe 3 of 7 (NAVD88) elevation standard, which complies with the minimum required 9 -foot (NAVD88) elevation standard 4. 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. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of building permits. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC prior to building permit issuance. 5. The project design addresses water quality with a construction erosion control plan that outlines temporary Best Management Practices (BMPs) to be implemented during construction to minimize erosion and sedimentation, and to minimize pollution runoff derived by construction chemicals and materials. No water quality impacts to coastal waters are anticipated based upon the location and elevation of the property. 6. The property is not located on the shoreline nor is it located within 100 feet of coastal waters. The project design addresses water quality with a construction erosion control plan and a post construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. 7. New landscaping will be verified for compliance with NBMC Section 21.30.075 (Landscaping). Condition of Approval No. 11 is included to require drought -tolerant, and prohibits invasive, species. Prior to issuance of the building permits, the final landscape plans will be reviewed to verify invasive species are not planted. 8. The property is located landward of a designated public viewpoint, is not near a coastal view road as designated by the Local Coastal Plan, and will not impact public coastal views. 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 is located on the Balboa Peninsula, between the nearest public road and the sea or shoreline. The lot currently does not provide public access to the shoreline. Implementation Plan Section 21.30A.040 (Determination of Public Access/Recreation Impacts) requires that the provision of public access bear a reasonable relationship between the requirement and the project's impact and be proportional to the impact. In this case, the project replaces an existing single-family residence with a new single-family residence. Therefore, the project does not involve a change in land use, density or 04-24-18 9 Zoning Administrator Resolution No. ZA2018-### Paqe 4 of 7 intensity that will result in increased demand on public access and recreation opportunities. Furthermore, the project is designed and sited so as not to block or impede existing public access opportunities. 2. Vertical access to the beach is available at two nearby street ends, G and I Streets, that are approximately 480 feet to the west and 370 feet to east respectively of the subject property. The project site is not adjacent to the beach and is separated from the beach by a row of houses and a public alley. The public beach to the south provides continuous public access to the shoreline in this area. 3. The closest public viewpoint is located in West Jetty View Park, approximately 2,500 feet east of the property. An evaluation of the project site and surrounding area did not identify any other nearby public view opportunities. The project site may be located within the viewshed of distant public viewing areas. However, the project will replace an existing single-family residence with a new single-family residence that complies with all applicable Local Coastal Program development standards and maintains a building envelope consistent with the anticipated pattern of development. The proposed residence is not located near coastal view roads, as designated in the Coastal Land Use Plan. Therefore, the project does not have the potential to degrade the visual quality of the Coastal Zone or result in significant adverse impacts to public views. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2018-011, 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 141h DAY OF JUNE, 2018. Patrick J. Alford, Zoning Administrator 04-24-18 10 Zoning Administrator Resolution No. ZA2018-### Paqe 5 of 7 EXHIBIT "A" CONDITIONS OF APPROVAL PLANNING The development shall be in substantial conformance with the approved site plan, floor plans and building elevations stamped and dated with the date of this approval. (except as modified by applicable conditions of approval.) 2. 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. CD2018-011 shall expire unless exercised within 24 months from the date of approval as specified in NBMC Section 21.54.060 (Time Limits and Extensions), 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 Use Permit. 6. 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. 7. Best Management Practices (BMPs) and Good Housekeeping Practices (GNPs) shall be implemented prior to and throughout the duration of construction activity as designated in the Construction Pollution Prevention Plan (CPPP). 8. Prior to issuance of a building permit, a copy of the Resolution, including conditions of approval Exhibit "A" shall be incorporated into the Building Division and field sets of plans. 9. Prior to issuance of a building permit, the Applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Coastal Development Permit file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this Coastal Development Permit. 04-24-18 22 Zoning Administrator Resolution No. ZA2018-### Paqe 6 of 7 10. Prior to issuance of a building permit, the applicant shall submit a final construction erosion control plan. The plan shall be subject to review and approval by the Building Division. 11. Prior to the issuance of a building permit, the applicant shall submit a final landscape and irrigation plan. These plans shall incorporate drought tolerant plantings, non- invasive plant species, and water efficient irrigation design. The plans shall be approved by the Planning Division. 12. All landscape materials and irrigation systems shall be maintained in accordance with the approved landscape plan. All landscaped areas shall be maintained in a healthy and growing condition and shall receive regular pruning, fertilizing, mowing and trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as part of regular maintenance. 13. Prior to the issuance of a building permit, the Applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 14. 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. 15. 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. 16. 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. 17. 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. 18. Should the property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by the current property owner or agent. 19. 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 04-24-18 12 Zoning Administrator Resolution No. ZA2018-### Paqe 7 of 7 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 Haupert Residence including, but not limited to, Coastal Development Permit No. CD2018-011 (PA2018-025). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. 04-24-18 i3 Attachment No. ZA 2 Vicinity Map 14 VICINITY MAP Vr Subject Property / < r t�' PLAZA Df L11 p' r.•.TI Mir I 4 r/ ti -� /.� 1� ter*• ! { i` Coastal Development Permit No. CD2018-011 PA2018-025 1555 Ocean Boulevard 15 Attachment No. ZA 3 Project Plans 1( NOTES: 1. POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. 2. FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS AND HANDRAILS OR ANY COMBINATION THEREOF SHALL NOT EXCEED 42 INCHES FROM EXISTING GRADE PRIOR TO CONSTRUCTION WITHIN THE REQUIRED FRONT SETBACK AREA(S). 3. 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. CONTACT COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 4. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT OF WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 5. FIRE SPRINKLERS: • NEW CONSTRUCTION REQUIRES INSTALLATION OF A FIRE SPRINKLER SYSTEM THROUGHOUT THE STRUCTURE. • OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. • BUILDING IS EQUIPPED WITH FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13D. 6. DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FROM PLAN CHECK OR APPROVAL BY THE CITY. 7. RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65% OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH SECTION 4.408.1 CALGREEN CODE. 8. "A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1 -INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR." 9. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON- STANDARD IMPROVEMENTS WITH THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 AND L-18". 10. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING THE SHORING OR EXCAVATION WORK. 11. HEIGHT CERTIFICATION REQUIRED OF ALL CRITICAL ROOF HEIGHT ELEVATIONS. VICINITY AP: PROJECT DESCRIPTION: THE PROJECT IS LOCATED AT 1555 E. OCEAN BLVD. AND SITS ON A FLAT LOT. THERE IS CURRENTLY A ONE STORY SINGLE FAMILY RESIDENCE WITH AN ATTACHED TWO CAR GARAGE THAT WILL BE DEMOLISHED. THE PROPOSED PROJECT CONSISTS OF A 2,872 S.F. THREE STORY SINGLE FAMILY RESIDENCE WITH AN ATTACHED TWO CAR GARAGE OF 572 S.F., AND ROOF DECK OF 638 S.F., THE TOTAL FLOOR AREA IS 3,344 S.F. THE HEIGHT OF THE 2 STORY HOME IS 29' AND CONSISTS OF 4 BEDROOMS, 4 BATHS, 2 PARKING SPACES, 1 GOLF CART SPACE. THE PROPOSED RESIDENCE CONFORMS TO ALL APPLICABLE SECTIONS OF THE CERTIFIED LOCAL COASTAL PROGRAM AND WITH THE PUBLIC ACCESS AND PUBLIC RECREATION POLICIES OF CHAPTER 3 OF THE COASTAL ACT. I fla,i� SITE 2,458 S.F. BUILDABLE AREA 1,783 S.F. FLOOR AREA LIMIT (2 x 1,783 S.F.) 3,566 S.F. 3RD FL. MAX S.F. (15%x 1,783 S.F.) 267.45 S.F. OPEN VOLUME AREA REQ. (15%x 1,783 S.F.) 267.45 S.F. OPEN AREA PROVIDED 280 S.F. DECKS 694 S.F. COVERED DECK 118 S.F. LIVABLE AREA 4 1 ST FLOOR 996 S.F. 2ND FLOOR 1,612 S.F. 3rd FLOOR 257 S.F. TOTAL 2,865 S.F. GARAGE 572 S.F. TOTAL FLOOR AREA 3,437 S.F. EXISTING FINISH GRADE CALC (4 CORNER METHOD) 1 11.07' 12 2 11.07' 13 3 11.0' 14 4 10.49' T 24-1 TOTAL 43.63'/4= 10.91' ZONE: R-1 OCC: R3/U BUILDING TYPE: VB APN: 048-202-11 FIRE SPRINKLERS YES (IN ACCORDANCE WITH NFPA 13D) OWNER: MARK HAUPERT 2911 E. LA PALMA AVE ANAHEIM, CA 92806 (714) 271-1646 CONSULTANTS: ARCHITECT JAY S. CRAWFORD 470 WALD IRVINE, CA 92618 (949)453-9893 STRUCTURAL ENGINEER DEJ ENGINEERING 470 WALD IRVINE, CA 92618 (714)504-8260 CIVIL ENGINEER LARRY CHRISTENSEN 2243 ANTONIO PKWY. RANCHO SANTA MARGARITA, CA 92688 (949) 345-5837 GEOTECHNICAL ENGINEER LEE SHOEMAKER 470 WALD IRVINE, CA 92618 (949) 795-1145 TITLE 24 COMPLIANCE BUILDING MECH. SYSTEMS 410 GODDARD IRVINE, CA 92618 (949) 453-1999 LANDSCAPE ARCHITECT JIM PEKARSKE 1219 GANADO SAN CLEMENTE, CA 92674 (949)498-5096 LANDSCAPE L-00 COVER SHEET L-01 CONSTRUCTION PLAN SHORING SH SHORING PLAN GRADING 1 GRADING PLAN NOTES 2 GRADING PLAN 3 CPPP EROSION CONTROL PLAN The General Contractor shall perform a'PEER review of the drawings & shall notify the Architect of any omissions or discrepancies before performing the work in question. T-1 SHEET INDEX & PROJECT DATA T-2 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS T-3 CAL GREEN MINIMUM REQUIREMENTS 1 TOPOGRAPHIC SURVEY 1 a ARCHITECTURAL SITE PLAN 2 SITE PLAN 3 LOWER FLOOR PLAN & WINDOW SCHEDULE 4 UPPER FLOOR PLAN & DOOR SCHEDULE 5 ROOF DECK PLAN 6 ROOF PLAN & BUILDING SECTION A 7 EXTERIOR ELEVATIONS 8 BUILDING SECTIONS D, E, F, & G 9 BUILDING SECTIONS B & C 10 LOWER FLOOR ELECTRICAL PLAN 11 UPPER FLOOR ELECTRICAL PLAN 12 ROOF DECK ELECTRICAL PLAN 13 INTERIOR ELEVATIONS 14 ARCHITECTURAL DETAILS T 24-1 TITLE 24 CALCULATIONS T 24-2 TITLE 24 CALCULATIONS S-1 FOUNDATION PLAN S-2 LOWER FLOOR FRAMING S-3 UPPER FLOOR FRAMING S-4 ROOF DECK FRAMING PLAN SGN STRUCTURAL GENERAL NOTES SD -1 STRUCTURAL DETAILS SD -2 STRUCTURAL DETAILS SSW 1 ANCHORAGE DETAILS SSW2 FRAMING DETAILS LANDSCAPE L-00 COVER SHEET L-01 CONSTRUCTION PLAN SHORING SH SHORING PLAN GRADING 1 GRADING PLAN NOTES 2 GRADING PLAN 3 CPPP EROSION CONTROL PLAN The General Contractor shall perform a'PEER review of the drawings & shall notify the Architect of any omissions or discrepancies before performing the work in question. CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newoortbeachca.aov 1 (949) 644-3200 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS Applicable Standards: 2016 California Residential Code (CRC); 2016 California Building Code (CBC); 2016 California Plumbing Code (CPC); 2016 California Electrical Code (CEC); 2016 California Mechanical Code (CMC); 2016 Building Energy Efficiency Standards (BEES); 2016 California Green Building Standards Code (Cal Green); & Chapter 15 of the Newport Beach Municipal Code (NBMC) GENERAL: 1. Residential building undergoing permitted alterations, additions or improvements shall replace non-compliant plumbing fixtures with water -conserving plumbing fixtures meeting the requirements of 2016 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 15.11.010) 2. Issuance of a building permit by the City of Newport Beach does not relieve applicants of the legal requirements to observe covenants, conditions and restrictions, which may be recorded against the property or to obtain plans. You should contact your community associations prior to commencement of any construction authorized by this permit. 3. Prior to performing any work in the city right-of-way an encroachment permit must be obtained from the Public Works Department. 4. A site survey by a licensed surveyor shall be required prior to foundation concrete pour. 5. Garage ceiling height. The minimum unobstructed vertical clearance for parking spaces shall beseven feet, except that the front four feet may have a minimum vertical clearance of four feet. (NBMC 20.40.090 A 4) 6. Utilize one of the city's approved franchise hauler to recycle and/or salvage a minimum of 65% of the nonhazardous construction and demolition waste. (Cal Green 4.408.1, 4.408.3) 7. Stairways shall not be less than 36 inches clear width. (CRC 311.7. 1) The minimum head clearance shall be 6"-8" measured vertically from the sloped line adjoining tread nosing. (CRC 311.7.2) B. Advisory Note: Homeowners Association (HOA) approval may be required for this improvement. 9. Additional permits are required for detached structures including but not limited to: a. Accessory structures, detached patio covers, and trellises, b. Masonry or concrete fences over 3.5 ft. high, C. Retaining walls over 4 ft. high from the bottom of the foundation to the top of the wall. CONSTRUCTION: 10. Pedestrian protection adjacent to public way to be as follows: 11. All exterior lath and plaster shall have two layers of Grade D paper over wood base sheathing. (CRC R703.7.3, CBC 2510.6) 12. Wall covering of showers or tubs with showers shall be of cement plaster, tile, or approved equal, to a height of not less than 72 inches above drain inlet. Backing for the shall be cement board or cement plaster. (CRC R307.2, CBC 1210.2.3) 13: Safety glazing shall be provided at the following hazardous locations: (CRC 8308.4, CBC 2406.4) a. Swinging, bi-fold, and sliding doors. b. When located within 60 inches above the floor of wet surfaces such as tubs, showers, saunas, steam rooms, or outdoor swimming pool. C. Glazing adjacent to doors: i. Within a 24 inch arc of either vertical edge of doors and within 60 inches of walking surface. ii. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in -swinging door. d. Where glazing area is more than 9 sq. ft. in area, with the bottom edge less than 18 inches above the floor, top edge more than 36 inches above floor, and within 36 inches of a walking surface, measured horizontally. e. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps. f. Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches above the landing and within 60 inches horizontally of the bottom tread. g. Glazing in guards and railings. 14. All doors from the house into the pool area shall be equipped with an approved alarm or an approved alternate drowning prevention safety feature. (CBC 3109.4.4.2) 15. Smoke alarms shall be installed in the following locations (CRC 8314.3, CBC 907.2.11.2, 907.2.11.3 & 907.2.11.4): a. In each sleeping room. b. Outside each separate sleeping area in the immediate vicinity of the bedrooms. C. On each additional story, including basements and habitable attics. d. Not less than 3 feet horizontally from the door or opening of a bathroom that contains a bathtub or shower. e. A minimum of 20 feet horizontally from any permanently installed cooking appliance. f. Smoke alarms shall be hardwired with battery back-up and interconnected unless exempted in accordance with CRC 8314.4 & R314.5 or CBC 907.2.11.5 & 907.2.11.6. 16. Carbon monoxide alarms shall be installed in the following locations (CRC R315.3): a. Outside of each sleeping area in the immediate vicinity of the bedroom(s). b. On every level of the dwelling unit including basements. C. Where a fuel -burning appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. Carbon monoxide alarms shall be hardwired with battery back-up and interconnected unless exempted in accordance with CRC R315. 17. All fenestrations on windows and doors shall have U -factors (0.32 max) and Solar Heat Gain Coefficient (SHGC=0.25 max) values in accordance with T-24 energy calculations. All fenestrations must have temporary and permanent labels. TEMPORARY GENERATOR: 18. Hand operated construction tools powered by electricity must use power provided iby Southern California Edison through a temporary pole or available outlet. In the rare case where electricity is not readily available and a portable temporary generator is necessary, then the following restrictions must be adhered to: a. Must be portable and may be easily relocated. b. Temporary generators are to be located a minimum distance from any property line according to the following table: Required Required Setback. CBC TABLE 3306.1 PROTECTION OF PEDESTRIANS Setback from HEIGHT OF CONSTRUCTION DIS, ANCE FROM CONSTRUCTION TO LOT LINE R TYPE Ograilings Structures Less than 5 feet Constructi8 feet or less5 feet or more None 5 feet Less than 5 feet Barrier and 5 feet or more, but not more than one-fourth the height of construction Barrier and covered walkwa More than 8 feet 5 feet or more, but between one-fourth and one-half the height of construction Barrier 5 feet or more, but exceeding one-half the height of construction I None 11. All exterior lath and plaster shall have two layers of Grade D paper over wood base sheathing. (CRC R703.7.3, CBC 2510.6) 12. Wall covering of showers or tubs with showers shall be of cement plaster, tile, or approved equal, to a height of not less than 72 inches above drain inlet. Backing for the shall be cement board or cement plaster. (CRC R307.2, CBC 1210.2.3) 13: Safety glazing shall be provided at the following hazardous locations: (CRC 8308.4, CBC 2406.4) a. Swinging, bi-fold, and sliding doors. b. When located within 60 inches above the floor of wet surfaces such as tubs, showers, saunas, steam rooms, or outdoor swimming pool. C. Glazing adjacent to doors: i. Within a 24 inch arc of either vertical edge of doors and within 60 inches of walking surface. ii. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in -swinging door. d. Where glazing area is more than 9 sq. ft. in area, with the bottom edge less than 18 inches above the floor, top edge more than 36 inches above floor, and within 36 inches of a walking surface, measured horizontally. e. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps. f. Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches above the landing and within 60 inches horizontally of the bottom tread. g. Glazing in guards and railings. 14. All doors from the house into the pool area shall be equipped with an approved alarm or an approved alternate drowning prevention safety feature. (CBC 3109.4.4.2) 15. Smoke alarms shall be installed in the following locations (CRC 8314.3, CBC 907.2.11.2, 907.2.11.3 & 907.2.11.4): a. In each sleeping room. b. Outside each separate sleeping area in the immediate vicinity of the bedrooms. C. On each additional story, including basements and habitable attics. d. Not less than 3 feet horizontally from the door or opening of a bathroom that contains a bathtub or shower. e. A minimum of 20 feet horizontally from any permanently installed cooking appliance. f. Smoke alarms shall be hardwired with battery back-up and interconnected unless exempted in accordance with CRC 8314.4 & R314.5 or CBC 907.2.11.5 & 907.2.11.6. 16. Carbon monoxide alarms shall be installed in the following locations (CRC R315.3): a. Outside of each sleeping area in the immediate vicinity of the bedroom(s). b. On every level of the dwelling unit including basements. C. Where a fuel -burning appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. Carbon monoxide alarms shall be hardwired with battery back-up and interconnected unless exempted in accordance with CRC R315. 17. All fenestrations on windows and doors shall have U -factors (0.32 max) and Solar Heat Gain Coefficient (SHGC=0.25 max) values in accordance with T-24 energy calculations. All fenestrations must have temporary and permanent labels. TEMPORARY GENERATOR: 18. Hand operated construction tools powered by electricity must use power provided iby Southern California Edison through a temporary pole or available outlet. In the rare case where electricity is not readily available and a portable temporary generator is necessary, then the following restrictions must be adhered to: a. Must be portable and may be easily relocated. b. Temporary generators are to be located a minimum distance from any property line according to the following table: Required Required Setback. Time in Use Setback from from.Adjacent Hours Propert..L.ine Structures 0 -1 day 10 feet 5 feet > 1 day 20 feet 5 feet C. If the minimum distance cannot be achieved, then the generator shall be located the most extreme distance practical to inhibit noise. Other methods to inhibit noise may be utilized when practical. d. May be operational for a maximum of five consecutive calendar days. After five consecutive calendar days of use, power shall be provided through the use of a temporary power pole. e. Usage is limited to weekdays between the hours from 8:00 AM and 3:30 PM Monday through Friday. No use on the weekends or federal holidays. FIREPLACE: 19. All fireplaces: a. Factory -built fireplaces, chimneys and all of their components shall be listed and installed in accordance with their listing and manufacturer's installation instructions. (CRC R1004.1) b. Factory built wood burning fireplaces shall be qualified at the U.S. EPA's Voluntary Fireplace Program Phase 2. emissions level and be in accordance with the California Green Building Standards Code, Chapter 4, and Division 4.5. C. Decorative shrouds shall not be installed at the termination of factory -built chimneys except where such shrouds are listed and labeled for use with the specific factory -built chimney system and are installed in accordance with manufacturer's installation instructions. (CRC R1005.2 & CMC 802.5.2.4) 20. Solid fuel burning fireplaces: a. Provide a permanently anchored gaseous fuel burning pan to the firebox of a solid fuel burning fireplace. b. Solid fuel burning fireplace must comply with the California Energy Standards mandatory measures. C. Chimney shall extend at least 2 ft. higher than any portion of the building within 10 ft., but shall not be less than 3 ft. above the highest point where the chimney passes through the roof. (CRC 81003.9) d. Liquid fueled fireplaces are not allowed for interior use. 21. Direct vent gas appliance fireplace: a. Direct vent sealed -combustion gas appliance fireplace must comply with the Cal Green code requirements and must comply with ANSI 221.50. (Cal Green 4.503.1) MECHANICAL: 22. Rooms containing bathtubs, showers, spas and similar fixtures shall be provided with an exhaust fan with humidity control sensor having a minimum capacity of 50 CFM ducted to terminate outside the building. (CRC 8303.3, Cal Green 4.506.1, CBC 1203.5.2.1, CMC 402.5) 23. Where water closet compartment is independent of the bathroom or shower area, a1an will be required in each area. Bathrooms shall have an exhaust fan with humidity control sensor, min. 50 CFM capacity. (CRC R303.3.) 24. Where whole house fans are used in bathroom areas, the fan must run continuously and shall not be tied to a humidity control sensor. (Cal Green 4.506.1) 25. The clothes dryer vent shall not exceed 14 ft. in overall length with maximum two, 90 degree elbows. (CMC 504.4.2.1) 26. Environmental air ducts shall terminate min. 3 feet from property line or openings ;into building, and 10 feet from a forced air inlet. (CMC 502.2.1) 27. Mechanical equipment shall be installed per the manufacture's installation instructions. (CMC 303.1) 28. Domestic range vents to be smooth metallic interior surface. (CMC 504.3) 29. Supply and return air ducts to be insulated at a minimum of R-6. (Cal Energy Code Table 150.1-A.) PLUMBING: 30. Plumbing Fixtures: a. New Construction & Addition/Alterations that increases condition space area, volume, or size (Cal Green 4.303.1): i. Comply with CAL Green Mandatory Requirements b. Addition & Alteration: Existing fixtures shall be replaced to meet the following requirements: i. Shower Heads: 2.0 gpm @ 80 psi ii. Lavatory Faucets: 1.2 gpm @ 60 psi iii. Kitchen Faucets: 1.8 gpm @ 60 psi iv. Water Closet: 1.28 gallons per flush 31. Clearance for water closet to b'e a minimum of 24 inches in front, and 15 inches from its center to any side wall or obstruction. (CPC 402.5) 32. The water heater burner to be at least 18 inches above the garage floor, if located in a garage. (CPC 507.13) 33. 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) 34. Water heaters to be strapped at top and bottom with 1 '/a' x 16 gauge strap with 3/8" diameter. X 3" lag bolt each end. (CPC 507.2) 35. ABS and PVC drain waste and vent piping material is limited to 2 stories maximum. (CPC 701.2(2) (a). and 903.1.1) 36. ABS and PVC roof and deck drain material is limited to 2 stories maximum. (CPC 1101.4) 37. Roof and deck drain systems inside the building are required to be installed with directional DWV drainage fittings. (CPC 1101.4 and & 706.0) 38. Cleanouts are required within 2 feet of the connection between the interior roof and deck drain piping system, and the exterior onsite storm drain system. (CPC 1101.13) 39. All hose bibbs are to have vacuum breakers. (CPC 603.5.7) 40. The maximum amount of water closets on a 3 inch horizontal drainage system line is 3. (CPC Table 703.2) 41. The maximum amount of water closets on a 3 inch vertical drainage system line is 4. (CPC Table 703.2) 42. Provide gas line with a min capacity of 200,000 btu for water heater. (Cal Energy Code 150.0(n)) 43. Provide a condensate drain no more than 2 inches above the base of the water heater space. (Cal. Energy Code 150.0 (n)) 44. 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)) 45. Insulate all hot water pipes. (Cal Energy Code 150.0 0) (2), and CPC 609.11). 46. Isolation valves are required for tankless water heaters on the hot and cold supply lines with hose bibbs on each valve, to flush the heat exchanger. (Cal Energy Code 110.3 (7)) ELECTRICAL: 47. 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) 48. Edison Company approval is required for meter location prior to installation. 49. Field inspectors to review and approve underground service requirement prior to concrete placement. 50. Service equipment and subpanels to have a min 30" wide by 36" deep clear work space.(CEC 110.26) 51. All lighting is required to be high efficacy. (California energy code section 150. (k) and Table 150.0-A.) 52. Provide a listed 1 inch raceway to accommodate a dedicated 208/240 -volt circuit for future electrical vehicle (EV) charger. (Cal Green 4.106.4) 53. All receptacle outlets are required to be listed tamper resistant (CEC 406.12 and 250.52) 54. Combination type AFCI circuit breakers are required for all 120 volt single phase 15/20 amp branch circuits. Except for bathrooms, garages, and outdoors. (CEC 210.12) 55. At a minimum, one dedicated 20 amp circuit is required for a bathroom. (CEC 210.11(C)(3)) 56. GFCI protection is required for all receptacle outlets located outdoors, garages, accessory buildings, bathrooms, crawl spaces, kitchens, laundry areas, kitchen dishwasher branch circuit, garbage disposal, all areas within 6 feet of a sink, and all receptacles within 6 feet of a bathtub or shower stall. (CEC 210.8) 57. Receptacle outlets are not allowed within or over a bathtub or shower stall. (CEC 406.9 (C)) 58. Subpanels are not allowed to be located in bathrooms or clothes closets. (CEC 240.24 (D) and (E). 59. 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(8)) Group non - cable circuits in panel (CEC 210.4(D)) 60. The receptacle outlets that serve kitchen counter tops, dining room, breakfast area, and pantry, must have a min of 2 dedicated 20 amp circuits. (CEC 210.52 (13)(1) 61. Kitchen counter tops 12 inches or wider must have a receptacle outlet. (CEC 210.52(C)) 62. 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)) 63. Island and peninsular counter tops must have at least one receptacle. (CEC 210.52(C)( 1),(2),and (3)) 64. 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)) 65. Hallways 10 feet or more must have at least one receptacle outlet. (CEC 210.52(H)) 66. Garages shall have at least one receptacle for each car space on the interior. The branch circuit supplying the receptacles shall not serve outlets outside of the garage. (CEC 210.52 (G) (1). 67. Laundry rooms must have at least one dedicated 20 amp receptacle circuit. (CEC 210.11(C) (2)). 68. Provide 120V receptacle within 3 feet of water heater. (Cal Energy Code 150.0 (n) 1 A.) FOUNDATION: 69. Weep screed for stucco at the foundation plate line shall be a minimum of 4 inches above the earth or 2 inches above paved areas. (CRC R703.7.2.1, CBC 2512.1.2) 70. 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 8317.3, CBC 2304.10.5.1) 71. Anchor bolts shall include steel plate washers, a minimum of 0.229" x 3" x 3" in size, between sill plate and nut. (CRC R602.11.1, CBC 2308.3.2, Acceptable alternate SDPWS 4.3.6.4.3) 0 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.gov ( (949) 644-3200 Scope 1. 2016 California Green Building Standards Code (CG) is applicable to all new residential buildings, including but not limited to, dwellings, apartment houses, condominiums, hotels, and other types of dwellings containing sleeping accommodations with or without common toilets or cooking facilities regulated by the Department of Housing and Community Development (HCD-1). (NBMC 15.11.010, CG Section 101.3.1). 2. 2016 California Green Building Standards Code (CG) is applicable to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. (301.1.1) Energy Efficiency 3. New one and two family dwellings and townhouses with attached private garages shall install a listed nominal 1 inch inside diameter raceway to accommodate a dedicated 208/240 volt branch circuit. (4.106.4.1) a. The raceway shall originate at the main service or subpanel and terminate into a listed cabinet, box, or enclosure in close proximity to the proposed location of an EV charger. b. The service panel or subpanel shall provide capacity to install a minimum 40 ampere dedicated branch circuit and space reserved for installation of a branch circuit overcurrent protective device. c. The service panel or subpanel circuit directory shall identify the overcurrent protective devices space reserved for future EV charging as "EV CAPABLE." d. The raceway termination location shall be permanently and visibly marked as "EV CAPABLE." Material Conservation and Resources Efficiency 4. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or other similar method. (4.406.1) 5. Utilize one of the city's approved franchise hauler to recycle and/or salvage a minimum of 65% of the nonhazardous construction and demolition waste. (4.408.1, 4.408.3) Water Efficiency and Conservation 6. New residential developments with an aggregate landscape area equal to or greater than 500 square feet shall comply with City's water efficient landscape ordinance. (4.304.1, NBMC 14.17) 7. Plumbing fixtures and fittings shall comply with the following (4.303.1): FIXTURE TYPE FORMALDEHYDE LIMITS Maximum formaldefi de Emissions In Parts per Million MAXIMUM FLOW RATE Single Showerheads 2.0 gpm @ 80 psi Multiple Showerheads Combine flow rate of 2.0 qpm @80 psi Residential Lavatory Faucets 1.2 gpirn a 60psi' Common and Public use Lavatory Faucets 0.5 gpm @60 psi Kitchen Faucets 1.8 gpm @ 60 psi Metering Faucets 0.25 gallons per Tie maximum Water Closets 1.28 allons/flush Wall Mounted Urinal 0.125 gallons/flush All Other Types of Urinal 0.5gallons/flush 100 1. Includes single and dual flush water closets with an effective flush rate of 1.28 gallons or less when tested per ASME A122.19.233.2 for single flush and ASME A112.19.14 for dual flush toilets. 2. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi. Environmental Quality 8. Moisture content of building materials used in wall and floor framing is checked before enclosure according to one of the following (4.505.3): a. Moisture content shall be determined with either a probe -type or contact -type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. b. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece to be verified. c. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. 9. Aerosol paints and coatings shall meet the Product -weighted MIR Limits for ROC in Section 94522(a)(2) and other toxic requirements in Sections 94522(e)(1) and (f)(1) of the California Code of Regulations, Title 17, commencing with Section 94520. (4.504.2.3) 10. Carpet and carpet systems shall be compliant with of the following (4.504.3): a. Carpet and Rug Institute's Green Label Plus Program. b. California Department of Public Health Specification 01350. c. NSF/ANSI 140 at the Gold level. d. Scientific Certifications Systems Indoor Advantage TM Gold 11. Minimum 80% of floor area receiving resilient flooring shall comply with one of the following (4.504.4): a. VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High Performance Product Database. b. Products certified under UL GREENGUARD Gold. c. Certified under the Resilient Floor Covering Institute (RFCI) Floor -Score program. d. California Department of Public. Health Specification 01350. 12. Adhesives, sealants and caulks shall be compliant with volatile organic compound (VOC) limits set forth in Table 4.504.1 or Table 4.504.2. (4.504.2.1) ADHESIVE VOC LIMIT 1,2 Less Water and Less Exempt Compounds in Grams.per Later FORMALDEHYDE LIMITS Maximum formaldefi de Emissions In Parts per Million ARCHITECTURAL APPLICATIONS VOC LIMIT Indoor carpet adhesives 50 Carpet pad adhesives 50 Outdoor carpet adhesives 150 Wood flooring adhesive 100 Rubber floor adhesives 60 Subfloor adhesives 50 Ceramic tile adhesives 65 VCT and asphalt tile adhesives 50 Dr all 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 e e 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 VOC content specified in table, see South Coast Air Quality Management District Rule 1168. SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter FORMALDEHYDE LIMITS Maximum formaldefi de Emissions In Parts per Million COATING CATEGORY 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 13. Paints, stains, and other coatings shall be compliant with VOC and other toxic compound limits set forth in Table 4.504.3. (4.504.2.2) VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS ' (Grams of VOC per Liter of Coating, Less Water and Less Exempt Compounds) FORMALDEHYDE LIMITS Maximum formaldefi de Emissions In Parts per Million COATING CATEGORY VOC LIMIT Flat coatings 50 Nonflat coatings 100 Nonflat-hi h gloss coatings 150 Specialty Coatings 0.05 Aluminum roof coatings 400 Basementspecialty coatings 400 Bituminous roof coatings 50 Bituminous roof primers 350 Bond breakers 350 Concrete curing compounds 350 Concrete/masonry sealers 100 Driveway sealers 50 Dry fog coatings 150 Faux finishing coatings 350 Fire resistive coatings 350 Floor coatings 100 Form -release compounds 250 Graphic arts coatings (sign paints 500 High temperature coatings 420 Industrial maintenance coatings 250 Low solids coatings' 120 Magnesite cement coatings 450 Mastic texture coatings 100 Metallic pigmented coatings 500 Multicolor coatings 250 Pretreatment wash primers 420 Primers, sealers, and undercoaters 100 Reactive penetrating sealers 350 Recycled coatings 250 Roof coatings 50 Rust preventative coatings 250 Shellacs Clear Opaque 730 550 Specialty 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 liter of coating, including water and including exempt compounds. 2. The specified limits remain in effect unless revised limits are listed in subsequent columns in the table. 3. Values in this table are derived from those specified by the California Air Resources Board, Architectural Coatings Suggested Control Measure, February 1, 2008. More information is available from the Air Resources Board. - 14. Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior or exterior of the building shall comply with low formaldehyde emission standards as set forth in Table 4.504.5 below (4.504.5): 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 1333-98(2002). For additional information, see California Code of Regulations, Title 17, Sections 93120 through 93120.12 2. Thin medium density fiberboard has a maximum thickness of 5/16 inch (8 mm). 15. All duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the building inspector to reduce the amount of water, dust and debris, which may enter the system until final startup of the HVAC equipment. (4.504.1) 16. Bathroom exhaust fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. Unless functioning as a component of whole house ventilation system, fans must be controlled by a humidity control capable of adjustment between a relative humidity rage of less than or equal to 50% to maximum 80%. (4.506.1) 17. Duct systems are sized, designed and equipment is selected using the following methods (4.507.2): a. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual J-2011 (Residential Load Calculation), ASHRAE handbooks or equivalent design methods. b. Size duct systems according to ANSUACCA 1 Manual D-2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. c. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S-2014 (Residential Equipment Selection) or other equivalent design software or methods Installer and Special Inspector Qualifications 18. HVAC system installers shall be trained and certified or work under direct supervision of trained and certified installers in the proper installation of HVAC systems. (702.1) 19. HVAC special inspectors must be qualified and able to demonstrate competence in the discipline they are inspecting. (702.2) Documentations 20. An operation and maintenance manual, CD, web -based reference or other approved media shall be provided by the builder to the building occupant or owner at the final inspection. It shall include operation and maintenance instruction of the equipment and appliances. (4.410.1) 21. Documentation shall be provided to verify that finish materials used comply with VOC limits as set forth in Tables 4.504.1, 4.504.2, & 4.504.3. (4.504.2.4) 22. Documentation shall be provided to verify that composite wood products used comply with formaldehyde limits asset forth in Tables 4.504.5. (4.504.5.1) 23. Documentation which shows compliance with CAL Green code including construction documents, plans, specifications, builder or installer certification, and inspection reports and verification shall be available at the final inspection. (703.1) 24. CAL Green Documentation Compliance Certification form (City form) is required to be submitted to the Building Inspector prior to final building inspection. (Section 703.1) FORMALDEHYDE LIMITS Maximum formaldefi de Emissions In Parts per Million co "0 PRODUCT U LIMIT Hardwood plywood veneer core 0.05 Hardwood plywood composite core 0.05 Particleboard Fl/ 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 1333-98(2002). For additional information, see California Code of Regulations, Title 17, Sections 93120 through 93120.12 2. Thin medium density fiberboard has a maximum thickness of 5/16 inch (8 mm). 15. All duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the building inspector to reduce the amount of water, dust and debris, which may enter the system until final startup of the HVAC equipment. (4.504.1) 16. Bathroom exhaust fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. Unless functioning as a component of whole house ventilation system, fans must be controlled by a humidity control capable of adjustment between a relative humidity rage of less than or equal to 50% to maximum 80%. (4.506.1) 17. Duct systems are sized, designed and equipment is selected using the following methods (4.507.2): a. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual J-2011 (Residential Load Calculation), ASHRAE handbooks or equivalent design methods. b. Size duct systems according to ANSUACCA 1 Manual D-2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. c. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S-2014 (Residential Equipment Selection) or other equivalent design software or methods Installer and Special Inspector Qualifications 18. HVAC system installers shall be trained and certified or work under direct supervision of trained and certified installers in the proper installation of HVAC systems. (702.1) 19. HVAC special inspectors must be qualified and able to demonstrate competence in the discipline they are inspecting. (702.2) Documentations 20. An operation and maintenance manual, CD, web -based reference or other approved media shall be provided by the builder to the building occupant or owner at the final inspection. It shall include operation and maintenance instruction of the equipment and appliances. (4.410.1) 21. Documentation shall be provided to verify that finish materials used comply with VOC limits as set forth in Tables 4.504.1, 4.504.2, & 4.504.3. (4.504.2.4) 22. Documentation shall be provided to verify that composite wood products used comply with formaldehyde limits asset forth in Tables 4.504.5. (4.504.5.1) 23. Documentation which shows compliance with CAL Green code including construction documents, plans, specifications, builder or installer certification, and inspection reports and verification shall be available at the final inspection. (703.1) 24. CAL Green Documentation Compliance Certification form (City form) is required to be submitted to the Building Inspector prior to final building inspection. (Section 703.1) �� U�SCG nRU C C-9001 to U co "0 U N 010, Q � U U Fl/ S a w ::jL_ z o, U W U _ X C Q LL r ~? U`L � t UU �00 =3 I U LO � U U� �� U�SCG nRU C C-9001 to I r ~? t r � l T.THT 3 NORTH 0' 8 16' SCALE: I"=8' NOTE: RECORD EASEMENTS ARE NOT PLOTTED IF ANY. SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. LEGEND " tY # 9a DESCRIPTION _ \ 3 r c78 sewer co ,A # DECK BRICK WALL BUILDING ------------- - - - - - - - - - PROPERTY LINE FENCE N.G. NATURAL GRADE P.P. POWER POLE WM WATER METER F.F. FINISH FLOOR G.F. GARAGE FLOOR CONC. CONCRETE F.S. FINISH SURFACE M.H. MAN -HOLE P PLANTER A.C. ASPHALT T.G. TOP -GRATE RON MIEDEMA L.S. 4653 23016 LAKE FOREST DR. #409 LAGUNA HILLS, CA 92653 (949) 858-2924 OFFICE (949) 858-3438 FAX RDMSURVEYING @COX.NET DATE: 6/6/2017 OWNER: MARK .HAUPERT 2911 E. LA PALMA AVE. ANAHEIM, CA 92806 LEGAL DESCRIPTION: LOT 32, TRACT NO. 518, BLOCK B . • . . i i #` BENCH MARK: * N0.4653 � a EXP. 9130/19 � EYOR OR ENGINEER TO PERMANENTLY SET PROPERTY CORNERS OR ETS BEFORE START OF GRADING. CPUNTY OF ORANGE BENCH MARK 3 NBl 4 71 ELEVATION = 7.828 NAVD 88 DATUM ADDRESS OF PROJECT: 0,1001 ;yAj 20 W LEGEND I I DESCRIPTION I RON MIEDEMA L.S. 4653 23016 LAKE FOREST DR. #409 LAGUNA HILLS, CA 92653 (949) 858-2924 OFFICE (949) 858-3438 FAX RDMSURVEYING@)COX.NET SW3 JOB: (64-36) DATE: 6/6/2017 OWNER: MARK HAUPERT 2911 E. LA PALMA AVE. ANAHEIM, CA 92806 LEGAL DESCRIPTION: LOT 32, TRACT NO. 51.8, BLOCK B AREA= 2458 BENCH MARK: NORTH Of 16' SCALE: I "=8' NOTE: RECORD EASEMENTS ARE NOT PLOTTED IF ANY. SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. EYOR OR ENGINEER TO PERMANENTLY SET PROPERTY CORNERS OR ETS BEFORE START OF GRADING. CPUNTY OF ORANGE BENCH MARK 3 NB 14 71 ELEVATION = 7.828 NAVD 88 DATUM ADDRESS OF PROJECT: I I'Ll I I MIN C-9001 05 um 21 DECK BRICK WALL ------------- BUILDING PROPERTY LINE FENCE x X N.G. NATURAL GRADE P.P. POWER POLE WM WATER METER F.F. FINISH FLOOR G.F. GARAGE FLOOR CONC. CONCRETE F.S. FINISH SURFACE M.H. MAN -HOLE P PLANTER A.C. ASPHALT T.G. TOP -GRATE RON MIEDEMA L.S. 4653 23016 LAKE FOREST DR. #409 LAGUNA HILLS, CA 92653 (949) 858-2924 OFFICE (949) 858-3438 FAX RDMSURVEYING@)COX.NET SW3 JOB: (64-36) DATE: 6/6/2017 OWNER: MARK HAUPERT 2911 E. LA PALMA AVE. ANAHEIM, CA 92806 LEGAL DESCRIPTION: LOT 32, TRACT NO. 51.8, BLOCK B AREA= 2458 BENCH MARK: NORTH Of 16' SCALE: I "=8' NOTE: RECORD EASEMENTS ARE NOT PLOTTED IF ANY. SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. EYOR OR ENGINEER TO PERMANENTLY SET PROPERTY CORNERS OR ETS BEFORE START OF GRADING. CPUNTY OF ORANGE BENCH MARK 3 NB 14 71 ELEVATION = 7.828 NAVD 88 DATUM ADDRESS OF PROJECT: I I'Ll I I MIN C-9001 05 um 21 HALA °20 \� L\ -Sy20 16„ d o ,3491.00, NOTE: BUILDING TO PARALLEL / 40 WEST PROPERTY LINE. % / 16 / ® / RESIDENCE / / G / New G>E w 000 S3 00, ci 3 10 m T vr�.rAlt-j Iv ha W fv° worog % Jf% o / RESIDENCE LAL / � f / NEW r ° WGA Al b �\ S 3'W ' 6 0��� NST C \ NOTES: NORTH 0' 8' 16` 1 I _A SCALE: 1 "=8' 1. POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. 2. FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS AND HANDRAILS OR ANY COMBINATION THEREOF SHALL NOT EXCEED 42 INCHES FROM EXISTING GRADE PRIOR TO CONSTRUCTION WITHIN THE REQUIRED FRONT SETBACK AREA(S). 3. MINIMUM SETBACKS SHALL BE FROM PROPERTY LINE TO FACE OF FINISH. 4. BUILDING TO PARALLEL WEST PROPERTY LINE. 5. REFER TO LANDSCAPE PLAN FOR FENCE AND WALL DETAILS. ii 3 QCo co N cy-). Q LC U'Zzl z_� 0 I X z� �Q W U 00 Z CIj °\ U �L. Ln �Q o, /gip k,4��U i�C•` CriA �T � c I-' C-9001 05/31/ 9r R `,E"` rF r OF C,4UF�P ■ mi L�♦♦ Z .iy V qp W li ® 1 ®Q®��� pW L) W m ® m Q c Oct 0 LU a Lo Q Lo W Z DRAWN CHECKED DATE SCALE��� tiJ JOBi NO_ SHEET lm OF SHEETS 22 V I n NOTES: 1. EXTERIOR WALLS OF DWELLINGS, GUESTHOUSES, GARAGES, CARPORTS AND/OR ACCESSORY STRUCTURES CLOSER THAN 5 FT. (3 FT., IF SPRINKLERED) TO THE PROPERTY LINE SHALL BE 1 -HOUR FIRE -RESISTANCE -RATED CONSTRUCTION. TABLE R302.1(1) AND (2) 2. NO OPENINGS SHALL BE PERMITTED IN THE EXTERIOR WALLS, INCLUDING VENTS, OF GROUP R-3 & GROUP U OCCUPANCIES WHERE THE EXTERIOR WALL IS CLOSER 'o THAN 3 FT. TO THE PROPERTY LINE. TABLE R302.1(1) AND TABLE R302.1(2) 3. EAVES ARE NOT PERMITTED IN GROUP R3/U @ 2 FT. OR CLOSER TO THE PROPERTY LINE. PROJECTIONS IN SPRINKLERED STRUCTURES LOCATED > 2 FT. AND < 3 FT. TO THE PROPERTY LINE AND BETWEEN 2' AND 5' FROM THE PROPERTY LINE IN NOW SPRINKLERED STRUCTURES SHALL BE OF AT LEAST 1 -HOUR FIRE -RESISTANCE -RATED 2 CONSTRUCTION OR HEAVY TIMBER. R302.1(1) AND TABLE R302.1(2) THE ROOF EAVE FIRE -RESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TO 0 HOURS ON THE UNDERSIDE OF THE EAVE IF FIREBLOCKING IS PROVIDED FROM THE WALL C5 TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING. r ' 2 4. IN EVERY BEDROOM AND BASEMENT GREATER THAN 200 SQ. FT. OR CONTAINING 'o HABITABLE SPACE, PROVIDE ONE OPENABLE ESCAPE OPENING MEETINGALLOF :p -p+0 THE FOLLOWING: R310 THE BOTTOM OF WINDOW OPENING SHALL NOT BE MORE ✓ THAN 44 INCHES FROM THE FLOOR. Pi 5. LANDING LENGTHS AT THE ENTRY DOOR SHALL BE A MINIMUM OF 36 INCHES IN rot? i1 THE DIRECTION OF TRAVEL. R311.3 6. LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1 1/2 INCHES LOWER THAN THE TOP OF THE THRESHOLD. THE EXTERIOR LANDING OR FLOOR SHALL NOT BE MORE THAN 7 3/4 INCHES BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LOWER 4?'r is LANDING OR FLOOR. R311.3.1 Mn I rr- T W 6 w I _re2 F/M fAl T w 10 vj'�2 Am� 014V kL'�oq mvr��T -rwipov-��fw t — -•-r -r o (�p T77 OeT11WEZQ K- IT 6_1 x U _7 tr� 00 /�� 5 C�A��o/T\ �� C -goo, eo -0 N 0, - cy) < U Lij, 0- 0 O� > LJ_J H , < Uc LLJ U cy) 00 0- u Fv QLn . ZT 0 c> rn /�� 5 C�A��o/T\ �� C -goo, r - poms 7p T Y� W rI � a To tea' 0 w L co N � 0, Q L0 W0 z o` cx. Q WuC �- o J � Q� rid *yl �i�`(r:"✓lJi/� f✓�� �� �,.ip�+�1' For, rtis o� .�✓^ . ✓ Cly I r4—A I/�»i�}/�_ exec e1�LI, T^p� 9 Y✓k I✓! N;ta W/ �,�; Pt < /per -T r 45, 4:- poms 7p T Y� W rI � a To tea' 0 w L co N � 0, Q L0 W0 z o` cx. Q WuC �- o J � Q� DRAWN CHECKED DATE SCALE tA�l 1, it .BOB NO. SHEET OF SHEETS 24 rid *yl DRAWN CHECKED DATE SCALE tA�l 1, it .BOB NO. SHEET OF SHEETS 24 TA( I it of'O ��T 4 . f-'441 P t -E- Ty t -A r -,J � -7 r ffi♦x f : / l - % // 7 - DI 9:� i fe)f oil 0! &0 .4� ISI 1. )p NOTE: ATTIC SPACE WITH CEILING HEIGHTS GREATER THAN 6 FEET NOT TO CONTAIN ANY AIR REGISTERS, ELECTRICAL OUTLETS, OR LIGHTING OTHER THAN IS REQUIRED BY CODE. NOT TO CONTAIN ANY INSULATION, DRYWALL, OR SIMILAR INTERIOR WALL FINISHING MATERIAL. I 0 DRAWN CHECKED DATE SCA�LE JOB NO. SHEET I OF SHEETS1 co -000 > C"j (D' 0- 1 -j . or, < w U 0- LL� � 0 >x LLJ w < C) LL 0 .0 u Lo < U W Go O� U L EL 0 < DRAWN CHECKED DATE SCA�LE JOB NO. SHEET I OF SHEETS1 > 0 -j 't�t w w 0- Co. w C) 0 0 .0 C )� Lo < 60 Lo W DRAWN CHECKED DATE SCA�LE JOB NO. SHEET I OF SHEETS1 a - - , ffI , A 1. LC>VVLK ULC.IC MHNJ/HKU KUUr: I JO J.r. 156 S.F. _ 150 = 1.04 S.F. 1.04 S.F. x 144 IN. = 149 SQ. IN. 149 100 = 2 VENTS 2. STAIRWAY, UPPER DECK & MANSARD ROOF: 518 S.F. 518 S.F. - 150 = 3.45 S.F. 3.45 S.F. x 144 IN. = 497 SQ. IN. 497 _ 100 = 5 VENTS 3. FAU ROOM: 82 S.F. 82 S.F. - 150 = 0.54 S.F. (A� 0.54 S.F. x 144 IN. = 78 SQ. IN. 78 _ 100=1 VENTS TOTAL VENTS = 8 20 i It � r` 1. LC>VVLK ULC.IC MHNJ/HKU KUUr: I JO J.r. 156 S.F. _ 150 = 1.04 S.F. 1.04 S.F. x 144 IN. = 149 SQ. IN. 149 100 = 2 VENTS 2. STAIRWAY, UPPER DECK & MANSARD ROOF: 518 S.F. 518 S.F. - 150 = 3.45 S.F. 3.45 S.F. x 144 IN. = 497 SQ. IN. 497 _ 100 = 5 VENTS 3. FAU ROOM: 82 S.F. 82 S.F. - 150 = 0.54 S.F. (A� 0.54 S.F. x 144 IN. = 78 SQ. IN. 78 _ 100=1 VENTS TOTAL VENTS = 8 20 ffi Q Y MIN, �Il IN, lit < r- , _ � L k j ti : CO IMco iL3,? _ w. -=- P ! x %-4-I ^ , - �.r mp, tJT pp,,rr��r^�, y� � "' � � � ti did I L L. �p TT !,�" 4 i! ' 4 .-moi 4 i i 'tom 4 ELI]13erk 4 VV _ r To e3e c, .kJ lam' 7 0 �4, ","�V-T J a�l m / 7- ,*1 C-9001 � N 05/31/ W Lo tt 1. DRAWN }t, 5 CHECKED _ DATE I SCALE I i JOB NO. (� SHEET �p OF SHEETS �g F`4 l t2 W I t lCx.�tir=j1.1� 6 i2"r, rtEf�tW- Tis x 41 1 4i r F �,•.��ir x'111:1, Tom,% ■ 4.. re, pp i I _._ !09? Ar- m rUU T {,.0 .,r -9001 J -0 00 Q V Z� QLCA u 1z:1r � W w U z0, W U > m L 12� Q � Q U� W Lu U uj =cn o°' U �� �Q Q-� Ute' s -9001 DRAWN CHECKED DATE SCALlr!' E JOB NO. SHEET OF SHEETS ::�9 J � m V Z� � W � W V w m O m C') W uj 5Q r®TOM DRAWN CHECKED DATE SCALlr!' E JOB NO. SHEET OF SHEETS ::�9 ELECTRICAL NOTES: 1. 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) 2. EDISON COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION. 3. FIELD INSPECTORS TO REVIEW AND APPROVE UNDERGROUND SERVICE REQUIREMENT PRIOR TO CONCRETE PLACEMENT. 4. SERVICE EQUIPMENT AND SUBPANELS TO HAVE A MIN 30" WIDE BY 36" DEEP CLEAR WORK SPACE.(CEC 110.26) 5. ALL LIGHTING IS REQUIRED TO BE HIGH EFFICACY. (CALIFORNIA ENERGY CODE SECTION 150. (K) AND TABLE 150.0-A.) 6. PROVIDE A LISTED 1 INCH RACEWAY TO ACCOMMODATE A DEDICATED 208/240 -VOLT CIRCUIT FOR FUTURE ELECTRICAL VEHICLE (EV) CHARGER. (CAL GREEN 4.106.4) 53. 7. ALL RECEPTACLE OUTLETS ARE REQUIRED TO BE LISTED TAMPER RESISTANT (CEC 406.12 AND 250.52) 8. COMBINATION TYPE AFCI CIRCUIT BREAKERS ARE REQUIRED FOR ALL 120 VOLT SINGLE PHASE 15/20 AMP BRANCH CIRCUITS. EXCEPT FOR BATHROOMS, GARAGES, AND OUTDOORS. (CEC 210.12) 9. AT A MINIMUM, ONE DEDICATED 20 AMP CIRCUIT IS REQUIRED FOR A BATHROOM. (CEC 210.11(C)(3) 10. GFCI PROTECTION IS REQUIRED FOR ALL RECEPTACLE OUTLETS LOCATED OUTDOORS, GARAGES, ACCESSORY BUILDINGS, BATHROOMS, CRAWL SPACES, KITCHENS, LAUNDRY AREAS, KITCHEN DISHWASHER BRANCH CIRCUIT, GARBAGE DISPOSAL, ALL AREAS WITHIN 6 FEET OF A SINK, AND ALL RECEPTACLES WITHIN 6 FEET OF A BATHTUB OR SHOWER STALL. (CEC 210.8) 11. RECEPTACLE OUTLETS ARE NOT ALLOWED WITHIN OR OVER A BATHTUB OR SHOWER STALL. (CEC 406.9 (C)) 12. SUBPANELS ARE NOT ALLOWED TO BE LOCATED IN BATHROOMS OR CLOTHES CLOSETS. (CEC 240.24 (D) AND (E). 13. 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(6)) GROUP NONCABLE CIRCUITS IN PANEL (CEC 210.4(D)) 14. THE RECEPTACLE OUTLETS THAT SERVE KITCHEN COUNTER TOPS, DINING ROOM, BREAKFAST AREA, AND PANTRY, MUST HAVE A MIN OF 2 DEDICATED 20 AMP CIRCUITS. (CEC 210.52 (B)(1) 15. KITCHEN COUNTER TOPS 12 INCHES OR WIDER MUST HAVE A RECEPTACLE OUTLET. (CEC 210.52(C)) 16. 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)) 17. ISLAND AND PENINSULAR COUNTER TOPS MUST HAVE AT LEAST ONE RECEPTACLE. (CEC 210.52(C)( 1),(2),AND (3)) 18. 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. 19. HALLWAYS 10 FEET OR MORE MUST HAVE AT LEAST ONE RECEPTACLE OUTLET. (CEC 210.52(H)) 20. GARAGES SHALL HAVE AT LEAST ONE RECEPTACLE FOR EACH CAR SPACE ON THE INTERIOR. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLES SHALL NOT SERVE OUTLETS OUTSIDE OF THE GARAGE, (CEC 210.52 (G) (1). 21. LAUNDRY ROOMS MUST HAVE AT LEAST ONE DEDICATED 20 AMP RECEPTACLE CIRCUIT. (CEC 210.11 (C) (2)). 22. PROVIDE 120V RECEPTACLE WITHIN 3 FEET OF WATER HEATER. (CAL ENERGY CODE 150.0 (N) 1 A.) 23. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (CRC R315.3): a. OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S). b. ON EVERY LEVEL OF THE DWELLING UNIT INCLUDING BASEMENTS. c. WHERE A FUEL -BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, A CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN THE BEDROOM. 24. CARBON MONOXIDE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE WITH CRC R315 25. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (CRC R314.3, CBC 907.2.11.2, 907.2.1 1.3 & 907.2.11.4): a. IN EACH SLEEPING ROOM. b. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. c. ON EACH ADDITIONAL STORY, INCLUDING BASEMENTS AND HABITABLE ATTICS. 2016 CORRLISARESIDENTIA LCONSTRUCTIONMINIMUMREQ 05/04/2017 3 d. NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER. e. A MINIMUM OF 20 FEET HORIZONTALLY FROM ANY PERMANENTLY INSTALLED COOKING APPLIANCE. f. SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE WITH CRC R314.4 & R314.5 OR CBC 907.2.11.5 & 907.2.1 1.6. PLUMBING: 1. PLUMBING FIXTURES: a. NEW CONSTRUCTION & ADDITION/ALTERATIONS THAT INCREASES CONDITION SPACE AREA, VOLUME, OR SIZE (CAL GREEN 4.303.1): i. COMPLY WITH CAL GREEN MANDATORY REQUIREMENTS b. ADDITION & ALTERATION: EXISTING FIXTURES SHALL BE REPLACED TO MEET THE FOLLOWING REQUIREMENTS: I. SHOWER HEADS: 2.0 GPM @80 PSI ii. LAVATORY FAUCETS: 1.2 GPM @ 60 PSI iii. KITCHEN FAUCETS: 1.8 GPM @ 60 PSI iv. WATER CLOSET: 1.28 GALLONS PER FLUSH 2. 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) 3. THE WATER HEATER BURNER TO BE AT LEAST 18 INCHES ABOVE THE GARAGE FLOOR, IF LOCATED IN A GARAGE. (CPC 507.13) 4. 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) 5. WATER HEATERS TO BE STRAPPED AT TOP AND BOTTOM WITH 1 ''/2" X 16 GAUGE STRAP WITH 3/8" DIAMETER. X 3" LAG BOLT EACH END. (CPC 507.2) 6. ABS AND PVC DRAIN WASTE AND VENT PIPING MATERIAL IS LIMITED TO 2 STORIES MAXIMUM. (CPC 701.2(2) (A). AND 903.1.1) 7. ABS AND PVC ROOF AND DECK DRAIN MATERIAL IS LIMITED TO 2 STORIES MAXIMUM. (CPC 1101.4) 8. ROOF AND DECK DRAIN SYSTEMS INSIDE THE BUILDING ARE REQUIRED TO BE INSTALLED WITH DIRECTIONAL DWV DRAINAGE FITTINGS. (CPC 1101.4 AND & 706.0) 9. CLEANOUTS ARE REQUIRED WITHIN 2 FEET OF THE CONNECTION BETWEEN THE INTERIOR ROOF AND DECK DRAIN PIPING SYSTEM, AND THE EXTERIOR ONSITE STORM DRAIN SYSTEM. (CPC 1101.13) 10. ALL HOSE BIBBS ARE TO HAVE VACUUM BREAKERS. (CPC 603.5.7) 11. THE MAXIMUM AMOUNT OF WATER CLOSETS ON A 3 INCH HORIZONTAL DRAINAGE SYSTEM' LINE IS 3. (CPC TABLE 703.2) 12. THE MAXIMUM AMOUNT OF WATER CLOSETS ON A 3 INCH VERTICAL DRAINAGE SYSTEM LINE IS 4. (CPC TABLE 703.2) 13. PROVIDE GAS LINE WITH A MIN CAPACITY OF 200,000 BTU FOR WATER HEATER. (CAL --ENERGY CODE 150.0(N)) .-- --- -- --- - ---- 14. PROVIDE A CONDENSATE DRAIN NO MORE THAN 2 INCHES ABOVE THE BASE OF THE WATER HEATER SPACE. (CAL ENERGY CODE 150.0 (N)) 15. 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)) 16. INSULATE ALL HOT WATER PIPES. (CAL ENERGY CODE 150.0 (J) (2), AND CPC 609.11). 17. ISOLATION VALVES ARE REQUIRED FOR TANKLESS WATER HEATERS ON THE HOT AND COLD SUPPLY LINES WITH HOSE BIBBS ON EACH VALVE, TO FLUSH THE HEAT EXCHANGER. (CAL ENERGY CODE 110.3 (7)) MECHANICAL: 1. ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR FIXTURES SHALL BE PROVIDED WITH AN EXHAUST FAN WITH HUMIDITY CONTROL SENSOR HAVING A MINIMUM CAPACITY OF 50 CFM DUCTED TO TERMINATE OUTSIDE THE BUILDING. (CRC R303.3, CAL GREEN 4.506.1, CBC 1203.5.2.1, CMC 402.5) 2. WHERE WATER CLOSET COMPARTMENT IS INDEPENDENT OF THE BATHROOM OR SHOWER AREA, A FAN WILL BE REQUIRED IN EACH AREA. BATHROOMS SHALL HAVE AN EXHAUST FAN WITH HUMIDITY CONTROL SENSOR, MIN. 50 CFM CAPACITY. (CRC R303.3.) 3. WHERE WHOLE HOUSE FANS ARE USED IN BATHROOM AREAS, THE FAN MUST RUN CONTINUOUSLY AND SHALL NOT BE TIED TO A HUMIDITY CONTROL SENSOR. (CAL GREEN 4.506.1) 4. THE CLOTHES DRYER VENT SHALL NOT EXCEED 14 FT. IN OVERALL LENGTH WITH MAXIMUM TWO 90 DEGREE ELBOWS. (CMC 504.4.2.1) 5. ENVIRONMENTAL AIR DUCTS SHALL TERMINATE MIN. 3 FEET FROM PROPERTY LINE OR OPENINGS INTO BUILDING, AND 10 FEET FROM A FORCED AIR INLET. (CMC 502.2. 1) 6. MECHANICAL EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURE'S INSTALLATION INSTRUCTIONS. (CMC 303.1) 7. DOMESTIC RANGE VENTS TO BE SMOOTH METALLIC INTERIOR SURFACE. (CMC 504.3) 8. SUPPLY AND RETURN AIR DUCTS TO BE INSULATED AT A MINIMUM OF R-6. (CAL ENERGY CODE TABLE 150.1-A.) ELECTRICAL LEGENR j>� DUPLEX ELECTRICAL OUTLET 110 �@-- OUTLET '/z SWITCHED 2726tO- OUTLET 220 . .$SWITCHED OUTLET L,lPt=(�)FOUTLET EXTERIOR (a-F-j-j:e=OUTLET GROUND FAULT PROTECTED ASI ter- OUTLET ARC FAULT PROTECTED° Or WATER PROOF / EXTERIOR I-G�- SWITCH FO -MULTI WAY SWITCH 1#4 MULTIPLE SWITCHING IpRHEOSTATIC DIMMER CONTROL ❑O RECESSED CEILING LIGHT f3- WALL LIGHT SURFACE.MOUNTED CEILING LIGHT } HANGING CEILING LIGHT Y==FLUORESCENT TUBE LIGHTING NI MEDIA CABLE.(VERIFY TYPE) TELECOMUNICATION CABLE (VERIFY) STEP LIGHT, WATER PROOF �-E PUSH BUTTON CONTROL _ENTRY CHIMES TELECOM JACK TYPE MM ENHANCED MULTI MEDIA JACK MULTIMEDIA JACK d JUNCTION BOX _::C FLUOR. TUBE FLUOR. RECESSED FIXTURE SINGLE SWITCH W/ OCCUPANCY SENSOR 1(fl SWITCH W/ MOTION SENSOR TIMER CARBON MONOXIDE SENSOR (TO BE INTERCONNECTED) r9 SMOKE DETECTOR (TO BE INTERCONNECTED) EXHAUST FAN 5°AIR CHANGES PER HOUR FUEL `GAS FUEL VALVE SHUT OFF KEY 1 wp P^t4EL.. kAn UT ( 6 X11 co Ln: Q CV D` 0- < Q L C'V z� _ D` OC X 4 u (- W v Cry 00 = U) co ULo O Q -i O` y O C) 2 C -soon o os,sii cP� �T� \,c „AL�,FpF� ■ W L Z n cc W wC,W � 0 �QT cnLL p0 i. LuLo 1d. ?® Lf) W � T- Z -F I f'7E�r�i2 Tb Low m FL4j fV19- l66 p 31 s 0-0 L Q N CN 0 Q Lf) U� z0 0 �Q. ww ,U U (Y) q, °' U , �c �I �Q o0- -, � 9 31 Is i ■ 31 Lit" LA 1-1, NOTE: ATTIC SPACE WITH CEILING HEIGHTS GREATER THAN 6 FEET NOT TO CONTAIN ANY AIR REGISTERS, ELECTRICAL OUTLETS, OR LIGHTING OTHER THAN IS REQUIRED BY CODE. NOT TO CONTAIN ANY INSULATION, DRYWALL, OR SIMILAR INTERIOR WALL FINISHING MATERIAL. . I rz.. To LoL,J 0 00 -0 co N co Q Lo U'Zzl- LLS 0- z� 0 >x LLJ�� �Q Cv w U 0 CU 0 o- ic�� 05/31/ 5a \\\ ^ oA RCNE'Wr ��P m M� W ® W Lu 0 w Q cn LLI a, Q Lo Z DRAWN CHECKED DATE p `f LE 7: Al —01 JOF JOB NO. SHEET FMI SHEETS 32 S A!v j Y tp� 0,: 'o A cO N 0, I N bf I i -1C fes.? m l,lv'IIJC-a .l� d Twp e r,4f! v.✓' i 1 Nom'^ ° Y 5P" w°-: 'tr m ' A v+�^ - ° v rem- 1 1, R •fir I/ ------------ �y i I _ 1 7--uL d i-4 a_ I_ 1 Ani 2' Gly d, f ATo �. I -ql'�'L6U7,:�Wev TT P, �-,E UT -f Ll7r G1 wIlk Q Q 0,: 'o A cO N 0, I u.-. �, -mow. ► �=--=�� m - 2' Gly d, f ATo �. I -ql'�'L6U7,:�Wev TT P, �-,E UT -f Ll7r G1 wIlk Q C•9001 Q 0,: 'o cO N 0, I U. z� LU .D n Uc ►�, U cy', _U5 a. U Lo Lo w C•9001 DRAWN CHECKED DATE 2/SCALE el1-P'rci JOB NO. SHEET imm OF SHEETS ss I LU ■ n Elam a. Lo Lo w DRAWN CHECKED DATE 2/SCALE el1-P'rci JOB NO. SHEET imm OF SHEETS ss 1 1 L 9 60 r 1.-. f I„I ----•.-..- j CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 Project Name: MARK HAUPERT RESIDENCE Calculation Date/Time: 15:19, Fri, Apr 20, 2018 Page 1 of 10 Project Name: MARK HAUPERT RESIDENCE Calculation DatelTime: 15:19, Fri, Apr 20, 2018 Page 5 of 10 Project Name: MARK HAUPERT RESIDENCE Calculation Date/Time: 15:19, Fri, Apr 20, 2018 Page 8 of 10 Calculation Description: Title 24 Analysis Input File Name: Haupert2.ribdl5x Calculation Description: Title 24 Analysis . Input File Name: Haupert2.ribdl6x Calculation Description: Title 24 Analysis Input File Name: Haupert2sitdi6x GENERAL INFORMATION Registration DalelTime: 2018-o4-2515as:39 ENERGY USE SUMMARY 01 Project Name MARK HAUPERT RESIDENCE 04 05 02 Calculation Description Title 24 Analysis - 06 Energy Use(kTDVtt2-yr) 03 Project Local 1555 OCEAN BLVD. Compliance Margin Percent Improvement 04 City Newport Beach 05 Standards Version Compliance 2017 06 Zip Code 07 Compliance Manager Version BEMCmpMgr 2016.3.0 (934 SPI) D8 Climate Zone CZ6 09 Software Version EnelgyPrD 7.2 10 Buildfng Type Single Family 11 Front Orientation(deglCardinaq 45 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Am (1 2865 15 Number of Zones 3 16 Slab Area(Ity) 996 17 Number of Stories 3 18 Addition Cond. Floor Area(R2) n/a 19 Natural Gas Available Yes 20 Addition Slab Area(R2) Na 21 Glazing Percents -(%21.3% COMPLIANCE RESULTS 1 0.23 D1 Builtling Compiles with Computer Perrorman"' e _ A> "Cb§ Ja 'n` r 02 This building Incorporates featuraathat niulre fie d#astiinMand/or er hca'VI n by aicerfH�ad, HERS I42unQe he supervision of aGEC-approved HERS provider. 03 This building Incorporates ons` a&pre SPec%f raffi"'res'shewn afolger `' 0.29 Insect Screen (tlefaul0 e '" xT w x a1 `gym w FENESTRATION I GLAZING Registration DalelTime: 2018-o4-2515as:39 ENERGY USE SUMMARY Registration Number: 218.PD119398A�000-OOOADp0000.00DO Registration Dale/Te: 201A4-2515:18:38 04 05 06 07 06 Energy Use(kTDVtt2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Healing 11,94 12.20 -0.26 -2.2% Space Cooling 3,66 3.45 0.21 5.7% IAO Ventilation 1,07 1.07 0.00 0.0% Water Heating 6.88 6.74 0.14 2.0% Photovoltaic Offset -- 0.00 0.00 -- Compliance Energy Total 23.55 123.46 10.09 1 0.4% FENESTRATION I GLAZING Registration DalelTime: 2018-o4-2515as:39 HERS Provider: CaICERTS inc Registration Number: 218.PD119398A�000-OOOADp0000.00DO Registration Dale/Te: 201A4-2515:18:38 01 Registration Number: 210-Pp10119399A-OO2Reia 02 03 01 02 09 03 04 05 06 08 09 10 Name Type Height Surface(Orlentdtfon-Azimurh) Width (ft) If) MultiplierUdactor HSPF/COP SHGC Exterior Shading Right Window Window Right Wall Fight -315) -- -- 1 0.23 0.20 Insect Screen (default) Leff Wndow Window 11.5 Lett Wail (tell - - 1 ]72.3 0.23 0.20 Insect Screen (default) Front Wintlow Window - Calculation Description: Title 24 Analysis Front Wall (Front -45) 12.0 6.8 0.98 0.23 0.20 Insect Screen (default) Rear Wndow Wintlow HVAC - COOLING UNIT TYPES Rear Wall Back -225) --- --- 1 0.23 0.20 Insect Screen (default) Right Window2 Window Right Wall 2(Right-315) --- -- 1 0.23 0.29 Insect Screen (tlefaul0 Left Window 2 Wintlow System Type Leg Wall 2 (Left -135) --- -- 1 49.0 0.23 020 insect Screen (tlefaulp Front Window 2 Window From Wall 2 (Front -45) --- --- 1 77.0 0.23 0.29 Insect screen (default) front Window 3 Wrntlow Front Wall 3 (Front -45) --- --- 1 80.0 0.23 0.20 insect screen (tlefault) right Wndow3 Window Right Wall (Right -315) -- --- 1 12.0 0.23 0.20 Insect Screen (tlefault) back Window window Back Wall 2 (Back -225) --- --- 1 8010 0.23 0.20 Insect Screen (tlefault) OPAQUE DOORS Verified SEER Verified Refrigerant Charge Cooling Component 1 -hers -cool _ ?:_a 350- "' r i }. ; Regyle"d y-_ y„ Required Not Required Cooling Component 2 -hers -cool 01 `" 350 - Awar-e'd :f < ., e`i gg ,�gg �xq1 g���` .»_ X.Q;R Er;%4';s# .rix 03 We Not Required 04 Name ,p.V. ''N 'F14„n,• e+I�51tlefi ildiri9 '':° ;v V iJ ti t�v.„„ a3 Area (ff2) R-30 Roof Cathedral U•factor Door 03 04 06 06 1 r •,- -y n- rRigh(-Wall,.. - ,. , ''r r ,.- ,.y 24,0 Bypass Duct 1.00 Gar. Door DuclslnEx12 Sealed and tested 4.2 Conditionstl zone (except< 12') ` "` Garage (A'all -' "- 24.0 Sealed and tested g Conditioned zone (except< 12') 1.00 Air Distribution System 2 -hers -dist 80 g0 Right Wall Ex6 8IR ;a R-13 Well 315 Cavity/Fmme:ft-191n Si2irt(R-18)/2x6 144 OVERHANGS AND FINS �' v t. Left Wall a p R-13 W-11 Floor Surface: Carpeted - Floors Over 0 01 02 03 04 DS 06 07 08 D9 1 10 11 2x6 @ 16 in, O.C. 1 12 1 13 1 14 0.050 Cavity/Fmme: R-19 in 5-12 in. (R -18)/2x6 R-13 Waft Overhang n/a Left Fin D n!a Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up Dist L Bot Up Depth Top Up Dist R I Bot Up Front Wintlow, 5 0.1 5 5 0 0 0 0 1 0 0 • Cavity /Fmme: no instil./2x4 Top ChM 0 0 0 HVAC -HEAT PUMPS Registration DalelTime: 2018-o4-2515as:39 HERS Provider: CaICERTS inc Registration Number: 218.PD119398A�000-OOOADp0000.00DO Registration Dale/Te: 201A4-2515:18:38 01 Registration Number: 210-Pp10119399A-OO2Reia 02 03 04 05 06 07 08 1 09 10 11 Name CA Building Energy Efficiency Standards -2016 ResidentialCompliance System Type Number of Units Heating Cooling Zonally Controlled Compressor Type HERS Verification HSPF/COP Cap 47 Cap 17 SEER EER Heat Pump System 3 Calculation Date/Time: 15:19, Fri, Apr 20, 2018 DuctlessMiniSplitHeatPump 1 8.2 12800 90DO 13.7 11.5 Not Zonal Single Speed Heal Pump System 3 -hers -coal HVAC Distribution System Verifications: Calculation Description: Title 24 Analysis Input File Name: Haupert2.ribdl6x Domestic Hot Water System Verifications: - Calculation Description: Title 24 Analysis Input File Name: Haupert2,ribdi6x 45 01 02 1 03 04 1 05 HVAC - COOLING UNIT TYPES 07 Zone Name Zone Type HVAC System Name 01 Calling Height 02 03 04 05 06 07 08 Name Exterior Finish: 3 Coat Stucco System Type Number of Units Efficiency EER SEER Zonally Controlled Compressor Type HERS Verification Codling Component 1 aid SplitAirCond 1 19 20 Not Zonal Single Speed Cooling Component 1 -hers -cool Coating Component 2 Wood Framed Will - SplitAirCond 1 ie 20 Not Zonal Single Speed Cooling Component 2 -hers -cool HVAC COOLING - HERS VERIFICATION ZONE2 R-13 Wall • Cavity/Fame: no Intel. 12x4 Top ChM 01 02 ,# `"' * T1 �s' rm e% -Cr'sve-, 0e;,Os 2x4 Top Chord of Roof Truss @ 24 06 Name R .<. yA ( ?�'"° I; k `I'" Venf ail AlmowHa a �li Airtb Ta et s. Zii� age V rified EER a Verified SEER Verified Refrigerant Charge Cooling Component 1 -hers -cool Req°ulletl i._t ?:_a 350- "' r i }. ; Regyle"d y-_ y„ Required Not Required Cooling Component 2 -hers -cool Recall `" 350 - Awar-e'd Required Not Required Heat Pump System 3 -hers -cool Not Required We Not Required Not Required Not Required HVAC - DISTRIBUTION SYSTEMS 1348 Na Cavity/Fmme: R -9.1/2x4 R-30 Roof Cathedral 01 02 03 04 06 06 1 07 Name Type Duct Leakage Insulation R -value Duct Location Bypass Duct HERS Verification Air Distribution System 1 DuclslnEx12 Sealed and tested 4.2 Conditionstl zone (except< 12') None Air Disiribulion System 1-hers-tlist Air Distribution System 2 DuctslnExl2 Sealed and tested g Conditioned zone (except< 12') None Air Distribution System 2 -hers -dist Registration Number 219-Pp10119399A-0000000000000.0000 Registration DalelTime: 2018-o4-2515as:39 HERS Provider: CaICERTS inc Registration Number: 218.PD119398A�000-OOOADp0000.00DO Registration Dale/Te: 201A4-2515:18:38 HERS Provider: 5inc. Registration Number: 210-Pp10119399A-OO2Reia Registration 201&042515 HERS Provider, Building Energy Efficiency Stantlartls- 2016 Residential Compliance Report Version-CF189012017-934 SP1 Report Generated at, 2078-04-2015:20:20 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version -CF1 R-09012077-934 SP1 Report Generated at: 2018-04-20 15:20:20 CA Building Energy Efficiency Standards -2016 ResidentialCompliance Report Version -CF1 R-09012017-930 SPI C.CERT inc.CA Report Generated at: 2018-04-2015:20.20 (PV) renewable energy generation sufficient to achieve a Final Energy Design Rating (EDR) of zero or less. The PV System must be verified. Notes: CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R-PRF-Ot CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF7R-PRF-01 Project Name: MARK HAUPERT RESIDENCE Calculation Date/Time: 15:19, Fri, Apr 20, 2018 Page 2 of 10 Project Name: MARK HAUPERT RESIDENCE Calculation DatelTime: 15:19, Fri, Apr 20, 2018 Page 6 of 10 Project Name: MARK HAUPERT RESIDENCE Calculation Date/Time: 15:19, Fri, Apr 20, 2018 Page 9 of 10 Calculation Description: Title 24 Analysis Input File Name: Haupert2,6bdlGx HVAC Distribution System Verifications: Calculation Description: Title 24 Analysis Input File Name: Haupert2.ribdl6x Domestic Hot Water System Verifications: - Calculation Description: Title 24 Analysis Input File Name: Haupert2,ribdi6x 45 ENERGY DESIGN RATING EnergyDesign Rating EDR Is an aftemate way to express the enc performance scaring system where 100 represents 9 S ( ) Y P D m c of a building using the energy performance of the Residential Energy Services reference home the 20 i gy International Energy Conservation Code (I ECC) with California modeling assumptions. A score of zero represents g mance f combines le el levels of energy efficiency with renewable generation energy out" Its TDV energy. Because EDR includes consideration of the energy performance of a building thatart components net regulated by Title Part B (Tice as tl used to bleach as appliances and consumer electronics), it Is not used to show compliance with Pert 6 but may insteatl be used by local d be by jurisdictions ursuin local ominancas under Title 2 1 C ce art 11 ( 1 P g e 4, Part 1( ALG ream. As a Standard Design building antler the 2016 Building Energy EH ci Standards is significantly more efficient than the baseline EDR building, the EDR ofa the Standard Design build Ing ra is provided for Information. Similarly, the EDR score of the Proposed Design Is provided separately from the EDR value of Installed PV so that the effects of efficiency and renewable crier can both be seen EDR of Standard Efficiency EOR of Proposed Efficiency EDR Value of Proposed PV • Battery Final Proposed EDR 50.2 50.1 0.0 50.1 ❑ Design meets nor 1 requirement of 15% or greater code compliance margin (CALGreen A4.203.1.2.1) and DO verification prerequisite. ❑ Design meets nor 2 requirement of 3D% or greater code compliance margin (CALGreen A4.203.1.2.2) and QII verification prerequisite. ❑ Design meets Zero Net Energy (ZNE) Design Designation requirement for Single Family In climate zona CZ6 (Torrance) (CALGreen A4.203.1.2.3) including on-site photovoltaic (PV) renewable energy generation sufficient to achieve a Final Energy Design Rating (EDR) of zero or less. The PV System must be verified. Notes: • Excess PV Generation EDR Credit Bypassing Pr/ size limit may violate Net Enemy Metering NEM rules Assembly layers REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for rase" ling 1heotlletlenergy ertorranceto'%his q$mputer analysis;,,- • Ducts with high level of insulation�y., kp ; 4 'sans • Floor has high level of Insulation .A y.,x nA I • Window overhangs captor fins 3 G • Nonstandard duct location F-1 ?- + 0 1'ai 5 L R (any location other than attic) Z. L3 Y t c .% • Central parallel piping HERS FEATURE SUMMARY The following is a summary ry of thefeatures that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this compiler analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • IAQ mechanical ventilation Cooling System Verifications: • Minimum Alilow • Verified EER • Verified SEER • Fan Efficacy WattsICFM HVAC Distribution System Verifications: • Duct Sealing • Ducts located within the conditioned space texceput 412 lineal ft) Domestic Hot Water System Verifications: None - Registration Number 218-POICII939M-oo0-000-OOWOoo-0000 Registration DatelTlme: 2018-04-2515:19:39 CA Building Energy Efficiency Standards- 2016 Residential Compliance Report Version -CF7R-09012017-934 SPI CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: MARK HAUPERT RESIDENCE Calculation Date/Time: 15:19, Fri, Apr 20, 2018 Calculation Description: Title 24 Analysis Input File Name: Haupert2.ribdl 6x OPAQUE SURFACE CONSTRUCTIONS 01 - 02 03 04 OS 06 07 01 02 03 04 Total Cavi lY Winter Design 9 07 Construction Name Surface Type Construction Type Framing R -value U -factor Assembly layers Wintlow&Door Area(Ry) 2865 1 1 a 13 0 Inside Finish: Gypsum Board 305 41.5 90 Left Wall ZONEi R-19 Wall • Cavity/Fmme: R -13/2x4 R-13 Wall Exterior Walls Mod Framed Wall 2x4 @ 161n, O.C. R 13 0,101 Exterior Finish: 3 Coal Stucco 45 01 02 1 03 04 1 05 • Inside Finish: Gypsum Board 07 Zone Name Zone Type HVAC System Name R 19 in 5-112 in. Calling Height Cavity /Fmme: R-19 in 5-12In. (R-1B)/2x6 R-19 Wall Extenor Walls Wood Framed Wall 2x6 @ 15 in. O.C. cavity (R-18) 0.074 Exterior Finish: 3 Coat Stucco Na ZONE2 Conditioned A/C2 1612 9 • Inside Finish: Gypsum Board aid ZONES Conditioned AIC3 257 9 • Cavity /Fmme: R41 /2x4 R-13 Waft Interior Walls Wood Framed Will 2x4 @ 16 in. O.C. R 13 0.092 Other Side Finish: Gypsum Board 455 72.25 90 Left Wall 2 ZONE2 R-13 Wall • Cavity/Fame: no Intel. 12x4 Top ChM Left 540 49 2x4 Top Chord of Roof Truss @ 24 Front Wi ll2 ZONE2 Roof Deck: Wood Sidiripshealhing/decking Able RoofZONE2 Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) R-13 Wall! n/a nia 300 0 We • Inside Finish: Gypsum Board ZONE2 Ceilings (below nia n/a 1348 Na Cavity/Fmme: R -9.1/2x4 R-30 Roof Cathedral attic) Wood FramFe^d Ceiling .� 2x4 Q in. O.C. R 30 0.032 •Over Ceiling Joists: R-20.8 instil. Floor O/Garage Floor To Outside Fleors Over S +H A- as ! „p °•.T, r. *, 0 4.. R:.1t) in 5 2In _ 572 W 180 Floor Suisse: Carpeted Floor Deck: Wood Siding/sheathing/deckmg '.. R-19 Floor Crawlspace Crawispace ti lNgotl FramegrFJookc D.C. ej dsVlty(489 tip xaU59 '. 80 g0 Right Wall Ex6 8IR ;a R-13 Well 315 Cavity/Fmme:ft-191n Si2irt(R-18)/2x6 144 12 �' v t. Left Wall a p R-13 W-11 Floor Surface: Carpeted Left Floors Over 0 - "� '-� R191n 5rtl�m'- ti FloorDeck: Wood SltlinghheafhingPoecking R-19 Floor No Crawhipace CraWspace Wood Framed Floor 2x6 @ 16 in, O.C. cavity (R-16) 0.050 Cavity/Fmme: R-19 in 5-12 in. (R -18)/2x6 R-13 Waft are n/a 300 D n!a • Inside Finish: Gypsum Board YP ZONES Ceilings below 9 ( a/, ala 257 Na Y /Fame: 2x4 R-30 Root Attic attic) Wood Framed Ceiling 2x0 @ IS in. O.C. R 30 0.032 Over Joists: R- Over Ceiling Joists: R-20.9 insuf. • Cavity /Fmme: no instil./2x4 Top ChM 2x4 Top Chord of Roof Truss (rt) 24 Recf Deck: Wood Suli illsheathing/decking Attic RoofZONE3 Attic Roofs Wood Framed Ceiling in. O.C. none 0,644 Roofing' Light Roof(Asphalf Shingle) SLAB FLOORS 01 02 03 04 05 O6 07 Name Zone Area ill Perimeter (ft) Edge houl. R -value & Depth Carpeted Fractlon Heated Slab ZONE1 996 121 None 0.8 No HERS Provider: CeICERTS inc. Registration Number 218-POICII9399A-D00-000-0000000-0000 Registration Criterion: 2018.04-2515:15:39 Report Generated at: 2018-04-2015:20:20 CA Building Energy Efficiency Standards -2016 Residential Compliance Report Version -CFIR-09012017-934 SP1 CFIR-PRF-01 Page 3 of 10 BUILDING -FEATURES INFORMATION 1.1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: IMAN TOHIDIAN 01 02 O7 01 02 03 04 OS 06 07 Project Name Conditioned Floor Area(ff2) Number of Dwelling Unl[s Number of Bedrooms I Numberof Zones Number of Ventilation Cooling Systems Number of Water Heating Systems MARK HAUPERT RESIDENCE1 Wintlow&Door Area(Ry) 2865 1 1 a 13 0 1 305 41.5 90 Left Wall ZONEi R-19 Wall 135 Left ZONE INFORMATION 81.5 90 Front Wali ZONEi R-13 Wall 45 01 02 1 03 04 1 05 O6 07 Zone Name Zone Type HVAC System Name Zone Floor AreaAvg, ins Calling Height Water Heating System 1 Water Heating System 2 ZONE1 Conditioned AICI 996 9 DHW Sys1 Na ZONE2 Conditioned A/C2 1612 9 DHW Sys 1 aid ZONES Conditioned AIC3 257 9 DHW Sys! In CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: MARK HAUPERT RESIDENCE Calculation DatelTime: 15:19, Fri, Apr 20, 2018 Calculation Description: Title 24 Analysis Input File Name: Haupert2.nbd16x CF1R-PRF-01 Page 4 of 10 OPAQUE SURFACES 1.1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: IMAN TOHIDIAN 01 02 02 01 02 03 04 1 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area lite) Wintlow&Door Area(Ry) raiding) Right Wall ZONE? R-13 Wall 315 Right 305 41.5 90 Left Wall ZONEi R-19 Wall 135 Left 495 81.5 90 Front Wali ZONEi R-13 Wall 45 Front 271.5 79.966 90 Garage Wall ZONEi R-13 Wall 225 Back 258 24 90 Back Wali ZONE1 R-13 Wall 225 Back 13.5 0 90 Interior Surface ZONE1-,ZONE2 R-13 We111 n!a his 300 0 are Rear Wall ZONE2 R-13 Wall 225 Back 207 60 90 Right Wall ZONE2 R-13 Wall 315 Right 455 72.25 90 Left Wall 2 ZONE2 R-13 Wall 135 Left 540 49 90 Front Wi ll2 ZONE2 R-13 Wall 45 Front 258 ' 77 90 INTERIOR WALL ZONE2»ZONEi R-13 Wall! n/a nia 300 0 We Roof ZONE2 R-30 Roof Cathedral nia n/a 1348 Na We Roof2 ZONE2 4G ,w. A k RO Atb - F „0„ - $, t`nia 1 •.rKa, ay1 w 1346 nia Na Floor O/Garage Floor To Outside ZONE2 - 20 E n �a10 u # q"O,Floor GFawlapse *e. 7-1 e Floo:No6rawl_Fri ce Na. - in/ate k- �n/a:i Zy n18. - _ 572 W 180 nia Na Na n/a Front Wall ZON', ^ - w R"13 Wall' T"4 --,r s45 1 L-/' Front 1,. 162 80 g0 Right Wall ZONES R-13 Well 315 Right 144 12 90 Left Wall a Z3NE3 R-13 W-11 135 Left 220.5 0 90 Back Wall ZONES R-13 Wall 225 Back 102 BO gp INTERIOR WALL 2 ZONE3»ZONE2 R-13 Waft are n/a 300 D n!a Roof 2 ZONES R-30 Roof Cathetlral a/, ala 257 Na n!a ATTIC 1.1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: IMAN TOHIDIAN 01 02 02 01RAUI. 04 03 04 o5 06 07 OS Nemo on Type Roof Rise Roof Reflectance Roof Eminance Radiant Balder Cool Root Attic ZONE2 NE2 Ventilatetl 0 0.1 0.85 No No Attic ZONES NE3 Ventilatetl 0 0.1 0.85 No No Relastfation Number 21&Polo119399A-000400.0000000-0000 Registration Datefiime: 2018.04-2515:15:39 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Slandards- 2016 Residential Compliance Report Version -CF1 R-09Di 2017-934 SRI Report Generated at: 2018-04-2015:20:20 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: MARK HAUPERT RESIDENCE Calculation Date/Time: 15:19, Fri, Apr 20, 2018 Calculation Description: Title 24 Analysis Input File Name: Haupert2.ribd16x HVAC DISTRIBUTION - HERS VERIFICATION 1.1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: IMAN TOHIDIAN 01 02 02 09 04 OS 1 06 Building Envelope Air Leakage 1 07 1 08 Name Duct Leakage 9 Verification Duct Leakage 9 Target I%) Verified Duct t Location Modified Duo' c Design Buried Duals B fethe 1. I am eligible under Division 3 of the Business g us wand Professions Code of tiaccept responsibility Por mebulltling identified Onthis Certificate of Compliance. Deeply Buried Low -leakage Ducts Air Handler Air Distribution System 1-hers-aist 3. The building design features ors stem design features identified on thisCertificateto of Compliance are consistent with the information provided on other applicable compliance documents, Required 5.0 Required Not Required retl Nat Required Name System Type Distribution Type Not Required rile Air Distribution System 2 -hers dist Solar Fraction I%) Required 5.0 Required Not Required Not Required Phone: Not Required Na 949-943-3858 WATER HEATERS 01 02 HVAC -FAN SYSTEMS 04 05 06 of 01 09 02 03 04 Name N.M. Type Fan Power(WattslCFM) HERS Verification HVAC Fen 1 Uniform Energy Factor/Energy FactorI Efficiency Single Speed PSC Furnace Fan 0.58 HVAC Fan 1 -hers -fan HVAC Fan 2 NE EA Heat Pump Brand I Model Single Speed PSC Furnace Fan 0.58 HVAC Fan 2 -hers -fan HVAC FAN SYSTEMS- HERS VERIFICATION 1 0.100000 ..w4+- 0.85 EF 175,000 75,000 Blumr 01 n/a 1 02 1 03 Name SPACE CONDITIONING SYSTEMS Verified Fan Waft Draw Required Fan Efficiency (WattslCFM) HVAC Fan 1 -hers -fan ,-°a r j?"Regdiaflmv.'aa' 050 HVAC Fan 2 -hers -fan �s 1^ V � i.galsotRl rxs V � �'� 0.58 IAQ (indoor Air Quality) FANS SC Sys Name F> l _ -` e Fan Name 01 02 i- 1 C e 03 kx t_1 s 3. 04 Cooling Component 1 O6 06 Dwelling Unit IAQ CFM IAQ Wam1CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification Spam IAQVentRpi 66 0.25 Default 0 Required HVAC - HEATING UNIT TYPES PROJECT NOTES 01 02 A/C UNITS TO HAVE 20 SEER AND 98%AFUE MINIMUM.. DUCTLESS HEATPUMP FOR 3RD FLOOR. INSULATE ALL DUCTWORK IN ATTIC WITH R-8. INSTALL TANKLESS 1900DO BTUH WATER HEATER FOR THE HOUSE. INSTALL HERS Provider: CeICERTS inc, _ Registration Number: 210-P01o119399A-000-000.0000000-0000 Registration DatelTime: 2018-04-2515:15:39 Report Generated at: 2018-04-2015:20:20 CA Building Energy Efficiency Standards -2016 Resitlential Compliance Report Version -CFi R-09012017-934 SPI HERS Provider: CaICERTS inc Report Generated at: 2018-04-20 15:20:20 CFIR-PRF-01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-0I Page 7 of 10 Project Name: MARK HAUPERT RESIDENCE Calculation Daterphr e: 15:19, Fri, Apr 20, 2018 Page 10 of 10 Calculation Description: Title 24 Analysis Input File Name: Haupert2.rib016x BUILDING ENVELOPE - HERS VERIFICATION 1.1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: IMAN TOHIDIAN 01 02 03 BUILDING MECHANICAL SYSTEMS, INC. 04 Quality InsulationInstallation (Olq quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFMSO Not Required Not Required Not Required 949-453-1999 Na WATER HEATING SYSTEMS B fethe 1. I am eligible under Division 3 of the Business g us wand Professions Code of tiaccept responsibility Por mebulltling identified Onthis Certificate of Compliance. 2. I certity that me energy features and performance specMcatiens identified an this Certificate of Compliance conform to the requirements of Title 24, Pad 1 and Part 6 of the California Code conform nts of Regulations. 3. The building design features ors stem design features identified on thisCertificateto of Compliance are consistent with the information provided on other applicable compliance documents, 09 02 03 04 OS 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction I%) DHW Sys 1 DHW Central Parallel Piping DHW Heater 1 (1) 1 Me. CitylSlall Phone: IRVINE, CA 92618 949-943-3858 WATER HEATERS 01 02 03 04 05 06 of 08 09 10 11 12 N.M. Heater Element Type Tank Type Number of Units Tank Volume (gal) Uniform Energy Factor/Energy FactorI Efficiency Input Rating/ Pilot Thermal Efficiency Tank Insulation R -value (Int/Exl) Standby Loss/ Recovery Eff First Hour Rating/ Flow Rate NE EA Heat Pump Brand I Model Tank Location or Ambient Condition DHW Heater 1 Gas Small 1 0.100000 ..w4+- 0.85 EF 175,000 75,000 Blumr 0 n/a n/a n!a rile SPACE CONDITIONING SYSTEMS r wq, k "Y ° hx E 01 , `h OZ`1ea''n"'e'n"' s 'now" , B3 4 or B y2 faxlev Il' 04 is a"ass se 05 06 SC Sys Name System T;ypp i ; i heating pit Nerga 'i r,,Goo Ingt1}ilt Name Fan Name Distribution Name PJC1 Other Heating and Gaoling System Heating Component 1 Cooling Component 1 HVAC Fan 1 Air Distribution System 1 Other Heating and Cooling A/C2 Heating Component 2 System Cooling Component 2 HVAC Fan 2 Air Distribution System 2 ArC3. Heat Pump Heating and Cooling System Heat Pump System 3 Heat Pump System 3 None -none - HVAC - HEATING UNIT TYPES 01 02 t)3 04 Name System Type Number of Units Efficiency Heating Component 1 CntnFurnace 1 98 AFUE Heating Component 2 CnbIFurnace I 98 AFUE Registatlon NOmber, 21&P010119399A-000-000-0000000-0000 Registration Deferrals: 2018-04-251518:39 HERS Provider CeICERTS inc, CA Building Energy Efficiency Standards- 2016 Residential Compliance Report Version -CF1 R-09012017-934 SRI Report Generated at: 2018-04-2015:20:20 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1.1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: IMAN TOHIDIAN - 11 W Company: Signature Date: BUILDING MECHANICAL SYSTEMS, INC. 2018-G4-25 15:16:03 Address CEAIHERS Certifica0on Identification (Ifapplic tti 410 GODDARD m21 City/State/Zip: Phone: IRVINE, CA 92618 949-453-1999 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certi the following under penalty of perjury, ty 9 P ty under the laws of Slate of California: B fethe 1. I am eligible under Division 3 of the Business g us wand Professions Code of tiaccept responsibility Por mebulltling identified Onthis Certificate of Compliance. 2. I certity that me energy features and performance specMcatiens identified an this Certificate of Compliance conform to the requirements of Title 24, Pad 1 and Part 6 of the California Code conform nts of Regulations. 3. The building design features ors stem design features identified on thisCertificateto of Compliance are consistent with the information provided on other applicable compliance documents, itte worksheets, calculations, plans and specifications submitted o e enforcement�agenia-p•roval with ihis uiltling pe Smit application. Responsible Designer Name: ri Y R pons`ihis iQ, eps�rg,ner Sig at raw n ptF JAY CRAWFORD ''.�..:5 x+ cr,Vy Ig. 6'ir?VICTJ Company: j - ` ` DI Signed " ° I-�y JAY S CRAWFORD, AIA 2018-0�25�15,184e Address: License: 470 WALD C9001 CitylSlall Phone: IRVINE, CA 92618 949-943-3858 Digitally signed by CaICERTS. This digital signature is providedle order to secure the content of this registered document, and in no wayimplies Registration Provider responsibility for the accuracy of The information, Registration Number: 218-Po1011939M.000.000-OOOODOD-000D Registration Date/Time: 2018-04.2515:18:39 CA Building Energy Efficiency Stantlartls- 2016 Residential Compliance Report Version -CFi R-09012017-934 SPI o. o b Easy to Verify at CalCERTS.cam HERS Provitler. CeICERTS inc. Report Generated at: 2018-04-20 15:20:20 -6k is Mt' - s I U 0" U U° 'CY')^ yr J U' U LLT 0- ^/ Z (- z 0- U > x WLL CQ �U U� W J I I U c uJ U U OZ71 Q -,-,T 0 SED A,RC y GR * ' C-9001 cP 05131' 9T�0F rA� 1ry`� t V �1 .0 J U ry W 7 w /9 L 1. I e CO W Q U � ® CL O W V� J� Q LL.0 ^ ^i r n1 u Z DRAWN CHECKED DATE SCALE JOB NO. SHEET T 24-1 OF SHEETS 315 _.-__ ______._._,________-______.___1___ ___- RMS -1 2016 Low -Rise Residential Mandatory Measures Summary RESIDENTIAL MEASURES SUMMARY Clearances. Installed airconditioner and heatpump outdoor Condensing units musthave aclearance ofalleast 5feetfrom the outlet ofany Project Name MARK HAUPERT RESIDENCE Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+Addition/Alteration Date 4/252018 Project Address 1555 OCEAN BLVD. NewportBeach California Energy Climate Zone CA Climate Zone 06 Total Gond. FloorArea 2,865 Addition n/a Sof Lmm 1 INSULATION Construction Type Area Cavi (ft) Special Features Status Wall Wood Framed R13 3,321 New Door Opaque Door -no insulation 46 New Wall Wood Framed R19 414 New Slab Unheated Slab -on -Grade -no insulation 996 Perim = 121' New Roof Wood Framed Affic R30 1,605 New Floor Wood Framed w/Crawl Space R 19 572 New Floor Wood Framed w/Crawl Space R 19 160 New Roof Wood Framed Attic R30 1,348 New FENESTRATION Total Area: 809 GlazingPercentage: 21.3% New/Altered AverageU-Factor 0.23 Area ft2 U -Fac SHGC Overhang Sidefins Exterior Orientation to for Shades Status Right (NWj 101.8 0.230 0.20 none none Bug Screen New Left (SE) 130.5 0.230 0.20 name none Bug Screen New Front (NE) 80.0 0.230 0.20 5.0 none Bug Screen New Rear(SW) 140.0 0.230 0.20 none none Bug Screen New Front (NE) 157.0 0.230 0.20 none none Bug Screen New direct Contact with a Continuous roof or ceiling which is sealed to limit infiltration and exfiltretion as specified in § 110.7, including but hot limited Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by §150.00)3A: aluminum, sheet metal, painted canvas, or plastic Cover. The Cover must be water retardant and provide shielding from solar radiation that can Loose -fill Insulation. Loose fill insulation must meet the manufacturers require] density for the labeled R -value. causedegradation of the material. . § 150.00)3B: Insulation Protection. Insulation covering chilled water piping and Cefrgerari suction piping Ionated outside the conditioned space must have a less). Opaque non -named assemblies must have an overall assanbly U -factor not exceeding 0.102, equivalent to an installed value of R-13 in a Class I or Class 11 vapor retarder. wend framed assembly.* Gas or Propane Systems, Systems using gas or propane water heaters to serve individual dwelling units must include all of the following: a § 150.0(n)l: 120V electrical receptacle within 3 feet of the water heater; a Category 111 or IV vent or a Type B vent with straight pipe between the outside Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption ate, forthe insulation material alonevdmoul termination and the space where the water heater is installed; a Condensate drain that is no more than 2 inches higher than the base of the facings, no greater than 0.3%; have a water vapor perm rance no greater than 2.0 perrench; be protected from physical damage and UV light water heater, and allows natural Crainin without um assistance; and a as supply line with a capacity of at least 200,000 Btulhr. § 1500(n)2: Recirculating Loops. Recirculating Imps serving multiple dwelling units must meet the requirements of § 110.3(e).5. § 1500(n)3: Solar Water -heating Systems. Solar water -healing systems and collectors must be wri and rated by the Solar Rating and Certification uirement also applies to Controlled ventilation crawls ace for buildings cold 'n with theede ion to 150.0 l . Cor oration SRCC a a listingenc that is approved 6 the Executive Director. Ducts and Fans Measures: § 110.8(d)3: Ducts. Insulation installed on an existing space-coadNioning duct must Comply with § 604.0 of the California Mechanical Code (CMC). If a HVAC SYSTEMS City. HeatingMin. Eff CoolingMin. Eff Thermostat Status 1 Central Furnace 98%AFUE 5 lit Air Conditioner 2d0SEER Setback p New 1 Central Furnace 98%AFUE S it Air Conditioner 20.OSEER acs, pl Serb New 1 Spirit Heat Pump 8.20 HSPF Split Heat Pump 13.7 SEER Setback New HVAC DISTRIBUTION - Location Heating Duct CoolingDuct Location R -Value Status AC Ducted Dulled Conditioned 4.5 New A/C Ducted Ducted Attic 8.0 New A/C Ductless /with Fan Ductless Am n/a New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 SmalNnstantaneoas Co. 0 0.85 Parallel Piping New connections, and closures; joints and seams of duct systems and their Components must not be sealed with Goth back rubber adhesive duct § 110.2(6): tapes unless such la is used in combination with mastic and draw bands. § 150.0(m)3: Field -Fabricated Duct Systems, Field -fabricated duct systems must Comply with applicable requirements for. pressure-sensNretapes, JAB.' mastics, sealants, and other requirements specified for duce construction. §150.0(m)7: Backdraft Dampers. All fen systems that exchange air between the Conditioned space and the outride ofthe building must have backdrafl or Ener Pro7.26 Ene Soft User Number: 2936 ID: e13 of 23 §150.0(h)3A' Clearances. Installed airconditioner and heatpump outdoor Condensing units musthave aclearance ofalleast 5feetfrom the outlet ofany Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limil air leakage to 0.3 chilli a less when tested per d er vent. §150D(h)3B: Liquid Line Drier. Installed air conditioner and heat pump systems must be equipped with liquid line Misr driers if required, as specified by Labeling. Formalization products must have a label meeting the requirements of § 10.111(a). manufacturers instructions. § 150.00)1: Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solarwaler-healing systems, must have 110.6-A and 110.6-8 for Compliance and must be caulked and/or weamerdfl ed.' R-12 external insulation or R-16 internal insulation sheathe internal insulation R -value is indicated on the exterror of the tank. Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, Water piping and Cooling system line insulation. For domestic hotwater system piping, whether buried or unburied, all of the follaxing must asketetl or weather stri ed. be insulated according to the requirements of TABLE 120.3-A: the first 5 feet of hot and Cold water pipes from the storage tank; all piping with a §150.00)2A: nominal diameterof 314 inch or larger; all piping associated with a domestic hot water recirculation system regardless of the pipe diameter; Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). piping tram the healing source en storage tank or between tanks; piping bused bebwgmde; and all hot water pipes from the heating source to Roofing Products Solar Reflectance and Thermal Emitlance. The thermal emfdence and aged solar reflectance values of the reefing kitchen fixtures: §15000)28: Water piping and cooling system line insulation. All domestichotmater pipes that followied belowgrade must beinslalled in awater proof Radiant Barrier. A radiant baffier must have an emitfanceof 0.05 Crises and be certified to me Department of ConsumerARairs. and non -crushable casingor sleeve.' § 150.00)2C: Water piping and cooling system line insulation. Pipe for cooling system lines must be insulated as specified in § 150.00)2A. Distribution Minimum R49 orwei weighted average U -factor of 0.054 or less in a rafter roof situation. Attic access doors mus[ h n g ng have perms in for steam and h tunic headingsystems or hot waters term must meet the requirements in TABLE 120.3-A.' § 150.00)3: Insulation Protection. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. direct Contact with a Continuous roof or ceiling which is sealed to limit infiltration and exfiltretion as specified in § 110.7, including but hot limited Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by §150.00)3A: aluminum, sheet metal, painted canvas, or plastic Cover. The Cover must be water retardant and provide shielding from solar radiation that can Loose -fill Insulation. Loose fill insulation must meet the manufacturers require] density for the labeled R -value. causedegradation of the material. . § 150.00)3B: Insulation Protection. Insulation covering chilled water piping and Cefrgerari suction piping Ionated outside the conditioned space must have a less). Opaque non -named assemblies must have an overall assanbly U -factor not exceeding 0.102, equivalent to an installed value of R-13 in a Class I or Class 11 vapor retarder. wend framed assembly.* Gas or Propane Systems, Systems using gas or propane water heaters to serve individual dwelling units must include all of the following: a § 150.0(n)l: 120V electrical receptacle within 3 feet of the water heater; a Category 111 or IV vent or a Type B vent with straight pipe between the outside Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption ate, forthe insulation material alonevdmoul termination and the space where the water heater is installed; a Condensate drain that is no more than 2 inches higher than the base of the facings, no greater than 0.3%; have a water vapor perm rance no greater than 2.0 perrench; be protected from physical damage and UV light water heater, and allows natural Crainin without um assistance; and a as supply line with a capacity of at least 200,000 Btulhr. § 1500(n)2: Recirculating Loops. Recirculating Imps serving multiple dwelling units must meet the requirements of § 110.3(e).5. § 1500(n)3: Solar Water -heating Systems. Solar water -healing systems and collectors must be wri and rated by the Solar Rating and Certification uirement also applies to Controlled ventilation crawls ace for buildings cold 'n with theede ion to 150.0 l . Cor oration SRCC a a listingenc that is approved 6 the Executive Director. Ducts and Fans Measures: § 110.8(d)3: Ducts. Insulation installed on an existing space-coadNioning duct must Comply with § 604.0 of the California Mechanical Code (CMC). If a 150.0 § (q)' Contractor installs the insulation, the contractor must cedrf to the customer, in writing, that the insulation meets this uirement. otherdevice must be nogremearthan the numberof bedrooms. These electrical boxes muslbe served by a dimmer, vacancy sensor Control, or CMC Compliance. At air -distribution system do= and plenums must he installed, sealed, and insulated to meet the requirements of CMC Fireplaces, Decorative Gas Appliances, and Gas Lag Measures: §§ 601.0, 602.0, 603.0, 604.0, 605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions . Closable Doors. Masonry orfartory-built fireplaces must have a closable metal or glass door covering the entue opening of the firebox. of supply -air and return -air ducts and plenums must he insulated to a minimum installed level of R-6.0 (or higher it required by CMC § 605.0) or Combustion Intake. Masonryor factorybuilt fireplaces must have a Combuslion outside air intake, which is at leastsix square inches in area a minimum installed level of R4.2 when entire) in conditioned y e space as confirmed through field verification and diagnostic testing § 150.0(m)l: (RA3.1.4.3.8). Connections of metal ducts and miner Core of flexible ducts must be mechanv ally fastened. Openings must be sealed with Floe Damper. Masonry afactorybuill fireplaces must have a flue damper with a readily accessible control.' mastic la mother duct -closures sem h m I' pe, system tai eek the applicable requirements of UL 181, UL 1810. or UL 1818 or aerosol sealant that Piwt Li In. Continuous burning tat lights and the use of indoor air for olio g 9M g oco gafiabox jacket when that indoor orris vented to the outride of meek the requirements of L7 If 1 q U 23. masfcor ape is used to seal openings greater man'/.inch, the combination of mastic and either mesh or the buildin ,are prohibited. tape must be used. Building cavities, support platforms for air handlers, and plenums designed or Constructed with materials other man sealed § 110.0§ 110.3: sheet metal, duct board or flexible duct must not be used for conveying Conditioned air. Building cavities and support pladorms may Contain b vacancysensors. ducts. Ducts installed in cavities and sapped platform must not be Compressed to cause reductions in the crass -sectional area of the dues: § 110.2(a): Factory -Fabricated Duct Systems. Factory -fabricated duct systems must Comply with applicable requirements for duct construction, § 150.0(m)2: connections, and closures; joints and seams of duct systems and their Components must not be sealed with Goth back rubber adhesive duct § 110.2(6): tapes unless such la is used in combination with mastic and draw bands. § 150.0(m)3: Field -Fabricated Duct Systems, Field -fabricated duct systems must Comply with applicable requirements for. pressure-sensNretapes, JAB.' mastics, sealants, and other requirements specified for duce construction. §150.0(m)7: Backdraft Dampers. All fen systems that exchange air between the Conditioned space and the outride ofthe building must have backdrafl or Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must Comply with NEMA SSL 7A. automatic dampers. §150.0(mil: Gravity Ventilation Dampers. Gravity ventilating systems serving cendifoned space must have either automatic or readily accessible, § 110.3(c)5: manual! operated dampers in all openings to the outside, exceptcombustion inlet and outlet air openings and elevator shaft vents. switched ON and OFF. Protection of Insulation. Insulation must be protected from damage, including that due to sunlight, moisWre, equipment maintenance, and § 150.0(m)9: wind. Insulation exposed to weather mus be suitable for outdoor aluminum, sheet proal, painted canvas, or pas t t e o lab o service. For example, protectedthat Interior Switches and Controls. No Contra must bypass a dimmer or vacancy sensor function if the control is installed to Comply will is w plastic rover. Cellular foam insulation must be protected as above or painted with a ceafng that is water retardant and provides shielding from § 110.5: solar radiation. § 150.0(m)10: Porous Inner Core Flex Duct Porous inner core flex duct must have a nm -porous layer between the inner core and outer vapor barrier. Interior Switches and Conuols. An energy management Control system (EMCS) may be used to Comply with dimmer requirements if A: Duct System Sealing and Leakage Test When space condifoning systems use forced air duct systems to supply conditioned air to an 150.0 m 11: § ( ) coca iable a p space the duels must be sealed and dud leakage tested as mnfmletl through field verification and diagnostic testing, in _ accordance with 150.0 m 11 and Reference Residential Appendix RA3. Interior Switches and Controls. An EMCS may be used to Com with y Comply t vacancy sensate requirements in § 150.0(; h it meets all of the Air Filtration. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal § 150.0(m)12: Conditioning Component, except evaporative coolers, must be provided with air filler devices that meet the design, installation, effic envy, all 130.5B);and all other mannerisms in 150.0(k)2. ressure drop, and labelingrequirements of 150.0 m 12. 2016 Low -Rise Residential Mandatory Measures Summary 2016 Low -Rise Residential Mandato Measures Summary NOTE: Low-rise residential buildings u he En Standards smore int orgyc must comply wiM allap)Vica6le mandarorymeasures, regardless of the compliance approach used. Review the respective section for more information. 'Exceptions may apply. (Original 0812016 BuildingEnvelope Measures: Pe § 110.6(a)l: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limil air leakage to 0.3 chilli a less when tested per space must have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the NFRC400 or ASTM E283 or AAMAJWDMNCSA 10111.S.21A440-2011' § 110.6(a)5: Labeling. Formalization products must have a label meeting the requirements of § 10.111(a). § 110.6(6): Field fabricated exterior doors and fenestration products most use Udautore and solar heat gain Coefficient (SHOO) values from TABLES Reference Residential A endix RA .. Thisa f o h Op 3 3 applies bot single zone central forced air systems and every zone for zonally contrGled central 110.6-A and 110.6-8 for Compliance and must be caulked and/or weamerdfl ed.' § 110.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, Ventilation for Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2. Neither window operator nor asketetl or weather stri ed. § 110.8(a): Insulation Certification by Manufacturers. Insulation specified a installed most meet Standards for Insulating Material. § 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). §1108(i): Roofing Products Solar Reflectance and Thermal Emitlance. The thermal emfdence and aged solar reflectance values of the reefing testing. in accordance with Reference Residential A endix RA3.7. material must meet the requirements of 110.8 when the installation of a mol roof is steadied on the OF1R. § 110.80): Radiant Barrier. A radiant baffier must have an emitfanceof 0.05 Crises and be certified to me Department of ConsumerARairs. §110.4(0): Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wend -frame ceiling; or the weighted average 1 -1 -factor must not exceed 0.043. 150.0 k 38 of 150.0(k)30 must cold with thea Iicable requirements in 1109. 130.0, 130.2, 130.4, 140.7 and 141.0. Minimum R49 orwei weighted average U -factor of 0.054 or less in a rafter roof situation. Attic access doors mus[ h n g ng have perms § 150.0(0): t be inattached insulation using adhesive ormechanical fasteners. The epic access must begasketed to prevent air leakage. Insulation must be installed in § 1 104(b)l: direct Contact with a Continuous roof or ceiling which is sealed to limit infiltration and exfiltretion as specified in § 110.7, including but hot limited Internally illuminated address signs. Immorally illuminated address signs must Comply with§140 ; or must Consume no more than 5 watts of to placinginsulation ether above or below the roof deck or on to of ad call ceilin' § 150.0(b): Loose -fill Insulation. Loose fill insulation must meet the manufacturers require] density for the labeled R -value. § 110.4(b)3: Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-facWr of 0.102 or less (R-19 in 2x6 or 0.factor of 0.074 or § 1500(c): less). Opaque non -named assemblies must have an overall assanbly U -factor not exceeding 0.102, equivalent to an installed value of R-13 in a § 110.5: wend framed assembly.* § 150.0(d): Raised -floor Insulation. Minimum R-19 insulation in mked wood famed floor or 0.037 maximum 1.1 -factor' § 150.0(1): Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption ate, forthe insulation material alonevdmoul Lighting Measures: facings, no greater than 0.3%; have a water vapor perm rance no greater than 2.0 perrench; be protected from physical damage and UV light Lighting Controls and Components. All lighting central devices and systems, ballasts, and luminaires must meet the applicable requirements delenomfion; and, when installed as pad of a heated slab floor, meet the requirements of 110.8 . 0 110.9.' Vapor Retarder. In Climate Zones 1-16 the earth floor of unseated crawl space must be Covered with a Class I or Class II vapor retarder. This § 150.0(0)1: uirement also applies to Controlled ventilation crawls ace for buildings cold 'n with theede ion to 150.0 l . be cenifed to the Ener Commission accordingto Reference Joint Appendix JA8. Vapor Retarder. In Climate Zones 14 and 16 a Class 1 r Class II vapor P o poxforearmust beinstalled on the conditioned space sidedall. §150.0(g)2: insulation in all exteriorwalls, vented attics, and unvented attics wild air rmeable insulation. 150.0 § (q)' Fenestration Products. Femakedon, including skylights, separating conditioned space from unconditioned space or outdoors must have a otherdevice must be nogremearthan the numberof bedrooms. These electrical boxes muslbe served by a dimmer, vacancy sensor Control, or maximum U -fact. of 0.58: or the weighted average U -factor of all fenestration must not exceed 0.56.' Fireplaces, Decorative Gas Appliances, and Gas Lag Measures: § 150.0(e)tA: . Closable Doors. Masonry orfartory-built fireplaces must have a closable metal or glass door covering the entue opening of the firebox. § 150.0(e)78: Combustion Intake. Masonryor factorybuilt fireplaces must have a Combuslion outside air intake, which is at leastsix square inches in area ventilation, and spacing requirements as specified in Title 24, Part 9 or other Pads of Title 24 a in any requirements adopted by a local and is a ui ed will a wadi accessible, operable, and ti ht-finin damper orcombustion-air Control device' §150.0(e)1C: Floe Damper. Masonry afactorybuill fireplaces must have a flue damper with a readily accessible control.' §150.0(e)2: Piwt Li In. Continuous burning tat lights and the use of indoor air for olio g 9M g oco gafiabox jacket when that indoor orris vented to the outride of greaterthan 10,000 squam feet ' the buildin ,are prohibited. Space Conditioning, Water Healing, and Plumbing System Measures: § 110.0§ 110.3: Certification. Heating, ventilation and air Conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated b vacancysensors. appliances must be cedthed b the manufacturer to the EnergyCommission.' § 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in TABLE 110.2-A through TABLE 110.2-K' must meet theapplicable requirements of 150. k: Controls for Heat Pumps with Supplementary Electric Resistance Healers. Heat pumps with supplementary electric resistance heaters § 110.2(6): must have Controls that prevent supplementary heatero operation when the healing load can be met h alone; and in which me p ry P 9 y the with Reference Joint Appendix All. Installed lamps must be marked with°JA8-2016'or'JA8-2016-E' as speed in Reference Joint Appendix n cut -on femperaWrefacempressien healing is higher man the 07-00 temperature for supplementary healing, and the culagtemperature for and the JAB.' compression healing ishiher than the out -off tem ralure for supplementary head : § 1102(c): Thermostats. All unitary heating or Cooling systems not controlled by a central energy management control system (EMCS) must have a Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must Comply with NEMA SSL 7A. setback thermostat' Interior Switches and Controls. Exhaust fans must he switched separately from lighting systems.' Water Heafi Recirculation Loops Multiple Dwelling Units. Water heating recirculation loo rvinmultiple ng p g p g g gquirement units must § 110.3(c)5: meetthe air release valve, backflow prevenfion, pump priming, pump isdatim valve, and recirculation loopwnneclion requirements of § rope switched ON and OFF. 110.3 c 5. § 110.3(c)7: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTUlhr (2 kW) must have isolation valves with hose bibbs Interior Switches and Controls. No Contra must bypass a dimmer or vacancy sensor function if the control is installed to Comply will or otherfitfin s on both cold water and hot water lines of water healingstems to allow for water lank flushingwhen the valves are dosed. § 110.5: Pilot Lights. Continuously burning plot lights are prohibited for natural gas: fan -type central fumaces; household cmkirg appliances (appli. Interior Switches and Controls. Lighting mntrals must Comply with the applicable requirements of § 110.9. ances withmt an elecdcal supply voltage connection with pilot lights that consume less than 150 Btulhr are exempt); and of ands a heaters: Interior Switches and Conuols. An energy management Control system (EMCS) may be used to Comply with dimmer requirements if A: Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accodance with ASHRAE Handbook, Equipment § 150.0(h)l: Volume, Applications Volume, and Fundamentals Volume; SMACNA Residential Caused System Installation Standards Manual; mACCA _ Manual J usingdesign cona9tims specified in 150.0(h)2. • • Duct System Sizing and Air Filler Grille Sizing. Space Conditioning systems that use forced air ducts to supply cooling to an occupiable OC) Lf) space must have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the § 150.0(m)13: The supply plenum. The space conditioning system must also demonstrate airflow a 350 CFM per ton of nominal cooling capacity through the return MARK HAUPERT RESIDENCE grilles, and an unit fan efficacy s 0.58 WICFM as Confirmed by field verification and diagnostic ref frig, in accordance with §150.0(k)2L Reference Residential A endix RA .. Thisa f o h Op 3 3 applies bot single zone central forced air systems and every zone for zonally contrGled central SYSTEM LOAD folded air s stems.' § 150.0(k)3A: Ventilation for Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2. Neither window operator nor §150.0(o): Continuous operation of central forced air system air handlers used in central fan integrated vembfion systems are permissible methods of PEAK COIL HTG. providingwhole-buildingventilation. §1500(d1A, Field Verification and Diagnostic Testing. Whole -building ventilation shim most be confirmed through field verification and diagnostic § 150.0(k)3Bt testing. in accordance with Reference Residential A endix RA3.7. Pool and Spa Systems and Equipment Measures: either 150.0(k)3A or with theapplicable requirements in 110.9, 130.0 130.2, 130.4, 140.7 and 141.0. Certification by Manufacturers. Any pool or spa healing system or equipment must be cuffied to have all of the following: a thermal efficiency §110.4(0): that complies with the Appliance Efficiency Regulations; anon-offswitch mounted outside of the heater that allows shutting off the heater 150.0 k 38 of 150.0(k)30 must cold with thea Iicable requirements in 1109. 130.0, 130.2, 130.4, 140.7 and 141.0. without adjusting the thermostat salfng; a permanent weatherproof Plate or card with opeafing intonational; and must not use electric Residential Outdoor lighting. Outdoor filming for residential parking lots and residential carpools with a total of eight or more resistance heatin : § 1 104(b)l: Piping. Any pool or spa heating equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated Internally illuminated address signs. Immorally illuminated address signs must Comply with§140 ; or must Consume no more than 5 watts of suction and return lines, or built-in or built-upConnections to allow for future solar heating. §110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a Cover. § 110.4(b)3: Directional inlets and time switches for pools. Pools most have direcfional inlets that adequately mix the pool water, and a Ume switch that applicable requirements for nonresidential garages in 110.9,130D, 130.1, 130.4, 140.6, and 141.0. will alias all pumps to be set or programmed to Con onlyduring off-peak electric demand periods. § 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light, § 150.0p): Poor Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow IIfIIfI ate in fillers and valves.' Lighting Measures: § I IDA: Lighting Controls and Components. All lighting central devices and systems, ballasts, and luminaires must meet the applicable requirements § 150.0(k)68: 0 110.9.' § 110.9(e): 'AIH ngh Efficacy Light Sources. To qualify as a JAB high efficacy light source for Compliance with § I50.0(k), a residential light source must 27,099 2,350 be cenifed to the Ener Commission accordingto Reference Joint Appendix JA8. § ISDO(k)1A: luminaire Efficacy. All installed luminaires must be high efficacy in accordance wth TABLE 150.0-A. -IIIIIIIIII'IIIIIIIIII, Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished flow and do not Contain a luminaire or §1500(k)16: otherdevice must be nogremearthan the numberof bedrooms. These electrical boxes muslbe served by a dimmer, vacancy sensor Control, or r uimmentsof 110.10 b throw h 110.10 e . fans control. Low-rise Multi -family Buildings. Lox -rise multi -family buildings most compiywith the requirements of § 110.10(b) through § 110.10(d). Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for insulation contact (IC) § 150.0(k)1C labeling; air leakage; sealing; maintenance; and sake( and light source as described in § 150.0(k)1C. A JA8-E light source rated for ventilation, and spacing requirements as specified in Title 24, Part 9 or other Pads of Title 24 a in any requirements adopted by a local elevated temperature must he installed b final inspection in all recessed dovmli ht luminaires in ceilings. §/50.0(k)1 D: Electronic Ballasts. Ballasts for fumescentlamps rated 13 watts or greater must be electronic and must have an output frequency no less than each for buildings with roof areas less than r I o 10 g a ono equal ,000 square feet or no less than 160 square feet each for buildings with roof areas 20 k L greaterthan 10,000 squam feet ' Night Lights. Permanently installed night lights and night lights integral to installed luminaires m exhaust fans must be rated to consume no § 150.0(k)1E: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be Controlled square feel. For low -dee multi -family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang b vacancysensors. § 150.0(k)1F: Lighting Integral w Exhaust Fans. Lighting integral to exhaust fans (except when installed by me manufacturer in kitchen exhaust hoods) than 15 percent of the total roof area of the buildingexcludingan skilli ht area." must meet theapplicable requirements of 150. k: Orientation. All sections of the solar zone located on steep -sloped roofs must be oriented between 110 degrees and 270 degrees of one north. Screw based Iuminaues. Screw based luminaires must not be recessed downlght luminaires in ceilings and must Contain lamps that comply §150.0(k)1G: with Reference Joint Appendix All. Installed lamps must be marked with°JA8-2016'or'JA8-2016-E' as speed in Reference Joint Appendix mmmL ui merit.' JAB.' §150.0(k)l H: Enclosed Luminaires. Lightseumes installed in enclosed luminaires must be JA8 compliant and must be marked with 'JAB -2016-E." § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must Comply with NEMA SSL 7A. § 150.0(k)26: Interior Switches and Controls. Exhaust fans must he switched separately from lighting systems.' § 150.0(k)2C: Interior Switches and Controls. Luminaires must be switched with readily accessible Controls that permit the luminaires to be manually dead load and roof live load most he dead indicated on the Construction documents. switched ON and OFF. § 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturers instructions. § 150.0(k)2E: Interior Switches and Controls. No Contra must bypass a dimmer or vacancy sensor function if the control is installed to Comply will interconnection will be the main service ane!; ands pathwayfor rou' of lumbi from the solar the water-heali system. 150.0 k . § 150.0(k)2F: Interior Switches and Controls. Lighting mntrals must Comply with the applicable requirements of § 110.9. 110.10c mustbe provided to the occupant Interior Switches and Conuols. An energy management Control system (EMCS) may be used to Comply with dimmer requirements if A: § 150.0(k)2G: functions as a dimmer according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requirements of § Main Electrical Service Panel. The main electrical service panel must have a reserved space to alias for the installation Cie double pole circuit 130.5(B; and meets all other requirements in 150.0(k)2. breaker for a forum solar electric installation. The reserved space must be: positioned at the opposite(load) end from the input feeder location or Interior Switches and Controls. An EMCS may be used to Com with y Comply t vacancy sensate requirements in § 150.0(; h it meets all of the § 150.0(k)2H: following: Attractions old as a vacancy sensor according to § 110.9; the Installation Certificate requirements of § 130.4; the EMCS requirements of § �I♦M���������� all 130.5B);and all other mannerisms in 150.0(k)2. § 150.0(k)21: Interior Switches and Controls.A mulfiscene programmable controller may be used P o9 Y e to comply with dimmer requirements in § 150.0(k) lilt -__-I_____-ME rovidesfhe func6mali ofadimmer according to 110.9 and cold lies with all omerapplicable requirements in 150.0(k)2. • • Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least me luminaire in each of these spaces must OC) Lf) be Controlled by avacan sensor. § 150.0(k)2K: Interior Switches d=GCouple. Dimmers or vacancy sensors must control all luminaires required to have light sources compliant with MARK HAUPERT RESIDENCE Reference Joint A endix JA8, exceptluminaires in closets less than 70 square feet and luminaires in hatiwa ' §150.0(k)2L Interior Switches and Controls. Undemadnel lighting must he switched separately from other lighting systems. SYSTEM LOAD I § 150.0(k)3A: buildings an the same lot, must meet the requirement in item § I50.0(k)3Ai (ON and OFF switch) and the requirements in either item Total Room Loads Return Vented Lighting Return Air Ducts Retum Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD § 150.0(IdMii (photocell and motion sensor) or item § 150.0(k)3Aiii (photo Control and automatic time switch Control, astronomical fine clock, or PEAK COIL HTG. EMCs. HeatingSystem Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, § 150.0(k)3Bt and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site must Comply with 684 331 either 150.0(k)3A or with theapplicable requirements in 110.9, 130.0 130.2, 130.4, 140.7 and 141.0. §150.0(k)3C: Residential0mdoor Lighting. For low-rise residenfial buildings win four or more dwelling units, outdoor lighting not regulated by -IIIIIIIII'IIII.IIIIIfIIfIIfIIII'___IIIIIIIIIIII'IIIIIIIII'ffffffffffffffff,fll-IIIfIlffff 150.0 k 38 of 150.0(k)30 must cold with thea Iicable requirements in 1109. 130.0, 130.2, 130.4, 140.7 and 141.0. § 150.0(k)36 Residential Outdoor lighting. Outdoor filming for residential parking lots and residential carpools with a total of eight or more 0 vehiGes ersite must cold with theapplicable re uirements in 110.9 130.0, 130.2, 130.4, 140.7, and 141.0. §150.0(k)4: Internally illuminated address signs. Immorally illuminated address signs must Comply with§140 ; or must Consume no more than 5 watts of • ®IIIIIIIII'fIIfIIIIIIfIIIII'IfIfIIIfIIII'IfIIIII111111I,I1�IIIIIfI'�®®®® § 150.0(k)5: Residential Garages for Eight More Vehicles. Lighting for residential parking garages fm eight or more vehicles must Comply with the 180 applicable requirements for nonresidential garages in 110.9,130D, 130.1, 130.4, 140.6, and 141.0. - __I__-_ § 150.0(k)BA'. _--fIfIIIIIfIf' 183 IIfIIfI - IIfIfIfIII,IIIIIIIIIII'IIIIIIIIIIIfIfII'I IIIIIIIIIIII,IIIIIIIIIIIIII,IIIIIIIIIIIII■ IIIIIIIIIIIIII,IIIIIIIIIII'IIIII_IIIIIIIIIIII, § 150.0(k)68: IIIIIIIIII, IIIIIIIIIIIIIIII'... -IIIIIIIIII,IIIIIIIIIII,IIIIIIIIIIIIIIII'IIIIIIIIIIII,IIIIIIIIIIIII'IIIIIIIIIIIIIIII' ii. Lighting installed in condors and stairwells must be Controlled by occupant sensors that reduce the lighting power in each space by at least 27,099 2,350 IIIIIIIIIIIIII'__IIIIIIIIIIII, Solar Ready Buildings: IIIIIIIIII,IIIIIIIIIIIIIE -IIIIIIIIII'IIIIIIIIII, §110.10(a)1: IIIIIIIIfIII,IIIIIIIIIIIIIIIIIIIIIIIIIIIIII' IIIIIIIIIIIIIII,IIIIIIIIII,IIIIIIIIIIIIIIIII'IIIIIIIIIIII, r uimmentsof 110.10 b throw h 110.10 e . IIIIIIIIIIIItIIIIIIIIIIIIIIII' Low-rise Multi -family Buildings. Lox -rise multi -family buildings most compiywith the requirements of § 110.10(b) through § 110.10(d). Total Output s (bion Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must Comply with access, pathway, smoke 4,214 ventilation, and spacing requirements as specified in Title 24, Part 9 or other Pads of Title 24 a in any requirements adopted by a local Outside Alr% jurisdiction. The solar zone total area must be comprised of areas that haven dimension less than 5feel and are no less man 80 square feet Total Adjusted System Output (Adlusted for Peak Doage cardtiona) TIME OF SYSTEM PEAK each for buildings with roof areas less than r I o 10 g a ono equal ,000 square feet or no less than 160 square feet each for buildings with roof areas §170.10(6)1: greaterthan 10,000 squam feet ' HEATING SYSTEM PSYCHROMETRICS For single family residences the solar zone must he located on the roof or overhang of the building and have a total area no less than 250 MEMMMI square feel. For low -dee multi -family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang ON of anomer structure located within 250 feet of the building, or on covered parking installed with the building project, and have a total area no less 80168°F 78161°F 78161°F 53/51°F ® Outside Outsid Air Done Supply Fan Coaling Coil 1,000 err 78/61°F _ - __ UU_WI__A than 15 percent of the total roof area of the buildingexcludingan skilli ht area." § 110.10(b)2: Orientation. All sections of the solar zone located on steep -sloped roofs must be oriented between 110 degrees and 270 degrees of one north. § 110.10(b)3A: Shading. The solar zone must not Contain any abstractions, including but not limited to: vents, chimneys, architectural features, and roof mmmL ui merit.' Shading. Any obstruction located m the root or any other part of the building that projects above a solar zone must be located at least twice the 110.10(b)3B: §p distance measured in the horizontal lane of the height difference between h highest g be the g est polnlof me obstruction and the horizontal Projection of Outside Air chadsift the nearest int of me solar zone measured in the vesical lane.' § 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as solarzone, the structural design loads for rmf Airstream Temperatures at Time of Hearin Peak dead load and roof live load most he dead indicated on the Construction documents. 70°F. 90°F equipment pathway i Ys a or 9 aid P Pat Y Interconnection Pathways. The constructor, documents must indicate:a location for invaders c icrsand Cole §110.10(cg routing of Conduit from the solar mneto me point of interconnection with me electrical service (for single family residences the point of fa es --I , -� interconnection will be the main service ane!; ands pathwayfor rou' of lumbi from the solar the water-heali system. § 170.10(d): Documentation. A Copy of the construction documents or a Comparable document indicating the information from § 110.10(b) through g0 OF 110.10c mustbe provided to the occupant § 110.10(ep: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. R®DM Main Electrical Service Panel. The main electrical service panel must have a reserved space to alias for the installation Cie double pole circuit §110.10(e)2: breaker for a forum solar electric installation. The reserved space must be: positioned at the opposite(load) end from the input feeder location or =����� main circuit locatim; and permanentlymarked res 'For Future Solar Electric". IIIIIIIIIIIIIIIIIIIIIIIIIIIIII �I♦M���������� -___-_____- 78164°F 59158°F -® -__-I_____-ME Outside Air -_--__-___I_-- Color NINE!----- _-__-_-- 450 cliff 48.3% i ROOM 78165°F -__-______I___ • �=����® _ U0U_=� ET,gyPm 7.2by EnergySoft user Numbec 2936 tD: Page 20 of23 -__-__-___--_. ONE �I•�M �� 0 I•�� 0011111111111NEE 111111111100011010111111 1111000011111111 M 111111011111111101010111111 NINE =111111110111111111111111111111 M 1111110111111111111111111111 -_-___-____-_ �� 111111111111=11101111111111111 --___-- --m-________- -_I-___-____-_ M11111111ME -__________ • �=� ��� • ��� ��� (BLOCKLOAD) - .. IIIIIIIIIIIIIIIIIII 2016 Low -Rise Residential Mandatory Measures Summary § 150Rjk)2J: Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least me luminaire in each of these spaces must OC) Lf) be Controlled by avacan sensor. § 150.0(k)2K: Interior Switches d=GCouple. Dimmers or vacancy sensors must control all luminaires required to have light sources compliant with System Name Reference Joint A endix JA8, exceptluminaires in closets less than 70 square feet and luminaires in hatiwa ' §150.0(k)2L Interior Switches and Controls. Undemadnel lighting must he switched separately from other lighting systems. SYSTEM LOAD Residential Outdoor Lighting. Fm single-family residential buildings, outdoor lighting permanently mounted to a desidenfal building, or to other § 150.0(k)3A: buildings an the same lot, must meet the requirement in item § I50.0(k)3Ai (ON and OFF switch) and the requirements in either item Total Room Loads Return Vented Lighting Return Air Ducts Retum Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD § 150.0(IdMii (photocell and motion sensor) or item § 150.0(k)3Aiii (photo Control and automatic time switch Control, astronomical fine clock, or PEAK COIL HTG. EMCs. HeatingSystem Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, § 150.0(k)3Bt and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site must Comply with 684 331 either 150.0(k)3A or with theapplicable requirements in 110.9, 130.0 130.2, 130.4, 140.7 and 141.0. §150.0(k)3C: Residential0mdoor Lighting. For low-rise residenfial buildings win four or more dwelling units, outdoor lighting not regulated by -IIIIIIIII'IIII.IIIIIfIIfIIfIIII'___IIIIIIIIIIII'IIIIIIIII'ffffffffffffffff,fll-IIIfIlffff 150.0 k 38 of 150.0(k)30 must cold with thea Iicable requirements in 1109. 130.0, 130.2, 130.4, 140.7 and 141.0. § 150.0(k)36 Residential Outdoor lighting. Outdoor filming for residential parking lots and residential carpools with a total of eight or more 0 vehiGes ersite must cold with theapplicable re uirements in 110.9 130.0, 130.2, 130.4, 140.7, and 141.0. §150.0(k)4: Internally illuminated address signs. Immorally illuminated address signs must Comply with§140 ; or must Consume no more than 5 watts of Total Output Btuh er as determined accordingto 130.0(c). § 150.0(k)5: Residential Garages for Eight More Vehicles. Lighting for residential parking garages fm eight or more vehicles must Comply with the 180 applicable requirements for nonresidential garages in 110.9,130D, 130.1, 130.4, 140.6, and 141.0. 0 Interior Common Areas of Low-rise MullWamily Residential Buildings. In a low-rise multifamily residential building where the total interior § 150.0(k)BA'. Common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior Common areas in that 183 build fig must be high efficacy luminaires and controlled b an occurred sensor. Total Output Bachman 29.8 Interior Common Areas of Low-rise MURVFamily Residential Buildings. In a Iry-rise multifamily residential building where the total interior 1,000 Common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in Ilial building must § 150.0(k)68: i. Comply with the applicable requirements in §§ 110.9, 130.0, 130.1, 140.6 and 141.0; and 1,000 ii. Lighting installed in condors and stairwells must be Controlled by occupant sensors that reduce the lighting power in each space by at least 27,099 2,350 50 percent. The occu ant sensors must be Capable of turnip the li ht full on and off from all designed ams of ingress and egress, Solar Ready Buildings: Arnow cfm/aft Single Family Residences. Single family residences located in subdivisions with tenor more single family residences and where the §110.10(a)1: application for a tentative subdivision map for me residences has been deemed Complete by the enforcement agency must comply verb the Total Output (Stouldsft r uimmentsof 110.10 b throw h 110.10 e . § 110.10(a)2 Low-rise Multi -family Buildings. Lox -rise multi -family buildings most compiywith the requirements of § 110.10(b) through § 110.10(d). Total Output s (bion Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must Comply with access, pathway, smoke 4,214 ventilation, and spacing requirements as specified in Title 24, Part 9 or other Pads of Title 24 a in any requirements adopted by a local Outside Alr% jurisdiction. The solar zone total area must be comprised of areas that haven dimension less than 5feel and are no less man 80 square feet Total Adjusted System Output (Adlusted for Peak Doage cardtiona) TIME OF SYSTEM PEAK each for buildings with roof areas less than r I o 10 g a ono equal ,000 square feet or no less than 160 square feet each for buildings with roof areas §170.10(6)1: greaterthan 10,000 squam feet ' HEATING SYSTEM PSYCHROMETRICS For single family residences the solar zone must he located on the roof or overhang of the building and have a total area no less than 250 34°F 70°F y Outside Air 0 cfm Supply Fan ,000 am 70 OF square feel. For low -dee multi -family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang I��I� NU�..._� I 1007 OF ROOM 70 OF I of anomer structure located within 250 feet of the building, or on covered parking installed with the building project, and have a total area no less 80168°F 78161°F 78161°F 53/51°F ® Outside Outsid Air Done Supply Fan Coaling Coil 1,000 err 78/61°F _ - __ UU_WI__A than 15 percent of the total roof area of the buildingexcludingan skilli ht area." § 110.10(b)2: Orientation. All sections of the solar zone located on steep -sloped roofs must be oriented between 110 degrees and 270 degrees of one north. § 110.10(b)3A: Shading. The solar zone must not Contain any abstractions, including but not limited to: vents, chimneys, architectural features, and roof mmmL ui merit.' Shading. Any obstruction located m the root or any other part of the building that projects above a solar zone must be located at least twice the 110.10(b)3B: §p distance measured in the horizontal lane of the height difference between h highest g be the g est polnlof me obstruction and the horizontal Projection of Outside Air chadsift the nearest int of me solar zone measured in the vesical lane.' § 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as solarzone, the structural design loads for rmf Airstream Temperatures at Time of Hearin Peak dead load and roof live load most he dead indicated on the Construction documents. 70°F. 90°F equipment pathway i Ys a or 9 aid P Pat Y Interconnection Pathways. The constructor, documents must indicate:a location for invaders c icrsand Cole §110.10(cg routing of Conduit from the solar mneto me point of interconnection with me electrical service (for single family residences the point of fa es --I , -� interconnection will be the main service ane!; ands pathwayfor rou' of lumbi from the solar the water-heali system. § 170.10(d): Documentation. A Copy of the construction documents or a Comparable document indicating the information from § 110.10(b) through g0 OF 110.10c mustbe provided to the occupant § 110.10(ep: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. R®DM Main Electrical Service Panel. The main electrical service panel must have a reserved space to alias for the installation Cie double pole circuit §110.10(e)2: breaker for a forum solar electric installation. The reserved space must be: positioned at the opposite(load) end from the input feeder location or =����� main circuit locatim; and permanentlymarked res 'For Future Solar Electric". HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name MARK HAUPERT RESIDENCE OC) Lf) Data 4/25/2018 System Name A/C 4/25/2018 System Name FloorArea 996 ENGINEERING CHECKS A/C SYSTEM LOAD Number of Systems Number of Systems 1 Total Room Loads Return Vented Lighting Return Air Ducts Retum Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING CFM Sensible 285 7,663 o 95 0 0 0 0 95 7,852 PEAK COIL HTG. PEAK HeatingSystem Latent CFM Sensible Out ut ers tem 40,000 684 331 13,125 Total out ut ewh 46,000 Total Output stub 60,000 -IIIIIIIII'IIII.IIIIIfIIfIIfIIII'___IIIIIIIIIIII'IIIIIIIII'ffffffffffffffff,fll-IIIfIlffff Out ut Btuhls N 40.2 180 CoolingSystem 0 Output erSystem 0 0 0 Total Output Btuh 684 0 Total Output Tons 130.1 180 Total Output (Buchman) 0 Total Out ut s f1Ron 13484 Airs tem 183 211 Total Output Bachman 29.8 CFM pars tem 1,000 HVAC EQUIPMENT SELECTION 13,793 Aimow (cher) 1,000 NEW 2.5 TON ATC 27,099 2,350 CFM ers tem 40,000 Arnow cfm/aft 1.00 1,600 NEW 4 -TON HVAC 45,406 1,305 Total Output (Stouldsft 6%000 Airflow cimlTon 000.0 Total Output s (bion 2507 4,214 Aimow cftnRon Outside Alr% 0.0% Total Adjusted System Output (Adlusted for Peak Doage cardtiona) TIME OF SYSTEM PEAK 27.099 2,350 40p00 Aug 3 PM Jan 1 AM Outside Air cfmis ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of HeatingPeak) 34°F 70°F y Outside Air 0 cfm Supply Fan ,000 am 70 OF 7D7D F 107°F Heating Coil U�L_.1----E a I��I� NU�..._� I 1007 OF ROOM 70 OF I COOLING SYSTEM PSYCHROMETRICS (Airstream Tem ratures at Time of CoolingPeak 80168°F 78161°F 78161°F 53/51°F ® Outside Outsid Air Done Supply Fan Coaling Coil 1,000 err 78/61°F _ - __ UU_WI__A - 53 / 51 OF 37.8% RO®M 78161°F EnergyPm 7.2 by EneryySoft User Numbec 2936 ID: Page 18 of 23 • 0 r F r_. Project Name MARK HAUPERT RESIDENCE OC) Lf) D System Name A/C 4/25/2018 System Name Floor Area 1,612 ENGINEERING CHECKS A/C SYSTEM LOAD . Number of Systems 1 COIL CFM Total Room Loads 477 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output ers rem 60.000 • ®I-_IIIIIIIIIIII,IIIIfIIIIIfIII' MMM®®® 14,343 Total Output stub 60,000 -IIIIIIIII'IIII.IIIIIfIIfIIfIIII'___IIIIIIIIIIII'IIIIIIIII'ffffffffffffffff,fll-IIIfIlffff Latent CFM Sensible output Btuhls ft 37.2 -IIIIIIIIII'IIIIIIIIIII'fIIIIfIIfIIIIIIf'_IIIIIIIIIIIIII,IIIIIIIIIIIIIE _IIIIIIIIII'_IIII-.IIIIIIIIII,IIIIIIIIIIIIIIII' CoolingS stem 0 -IIfIIIIIIII,IIIIIIIfIII'II_IfIIIIIfIIIf'IIIfIIfIIIIIf _fIfIIIIIfI,_IIIIIII.IIIIIIIIII,IIIIIIIIIIIIIIII' 0 n �mm���a�=�mm Total Out ut Btu h) 48,000 0 1,107 ��mm�m�e�=��=� Total output 4.0 183 211 Total Output Bachman 29.8 Output erSystem 12,300 Total Output s Polon 403.0 13,793 14,765 Air S stem 12.300 IIfIIIIIIII'fIIIIIIIfIIIIII' CFM ers tem 1,600 HVAC EQUIPMENT SELECTION Alma. err 1,600 NEW 4 -TON HVAC 45,406 1,305 Total Output (Stouldsft 6%000 Airlines, cam/aft 0.99 Total Output s (bion 2507 4,214 Aimow cftnRon 400.0 11111111111111111111111111111111010 M ONE CFM ers tem 11110111111111111111111111 00% ==��mm�m Outside Air cfmis ft 0.00 MIS HEATING SYSTEM PSYCHROMETRICS Airstmam Temperatures at Time of HeatingPeak) 34°F 70°F Outside Air ® 0 cfm Supply Fan pp y 1,600 mm 70 OF 70°F 105°F 0 110 B�U� Heating it g Go 104 °F I ROOM In 70 OF U0U_U 4 I --_-____---__. 80168°F 78161°F 78160°F 52150°F - - Outside �U_ � lry�I AirEA 1 0 Cm Supply Fan GoofingCil �50 OF o 1,800 cfm 36.1% 1 ROOM 78161°F 78161°F TTfT__U I ErmMyPro7.2by EmsgySoft User Number' 2936 ID: Page 19 of 23 Aimow (cfmRon 438.0 IM Outside Air % I-_-___-_-_ Total Adjusted System Output 9,142 3.554 9,792 (Adjusted for Peak Design cordaions) TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM Outside Air chadsift ----__-_-____ Note: values above given at ARI condillo, HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Hearin Peak 34°F 70°F 70°F. 90°F ������r• g -____�_____-. --I , -� o cfm Supply Fan Heating Coil --______--___.. g0 OF 450 Chair NINE0�-������ R®DM 70 OF 70 OF =����� ME IIIIIIIIIIIIIIIIIIIIIIIIIIIIII -_NINE -___-_____- 78164°F 59158°F -® -__-I_____-ME Outside Air Color NINE!----- _-__-_-- 450 cliff 48.3% i ROOM 78165°F 78/65°F • �=����® _ U0U_=� ET,gyPm 7.2by EnergySoft user Numbec 2936 tD: Page 20 of23 _-__-_ ONE HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name MARK HAUPERT RESIDENCE OC) Lf) D System Name A/C 4/25/2018 System Name Floor Area 1,612 ENGINEERING CHECKS A/C SYSTEM LOAD . Number of Systems 1 COIL CFM Total Room Loads 477 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output ers rem 60.000 13,426 1,1 D] 385 14,343 Total Output stub 60,000 0 Latent CFM Sensible output Btuhls ft 37.2 183 211 CoolingS stem 0 0 Output per System 48,000 0 0 0 0 Total Out ut Btu h) 48,000 0 1,107 0 Total output 4.0 183 211 Total Output Bachman 29.8 Output erSystem 12,300 Total Output s Polon 403.0 13,793 14,765 Air S stem 12.300 IIfIIIIIIII'fIIIIIIIfIIIIII' CFM ers tem 1,600 HVAC EQUIPMENT SELECTION Alma. err 1,600 NEW 4 -TON HVAC 45,406 1,305 Total Output (Stouldsft 6%000 Airlines, cam/aft 0.99 Total Output s (bion 2507 4,214 Aimow cftnRon 400.0 CFM ers tem Outside Air 1%) 00% Total Adjusted System Output 45,406 1,305 6QOOo (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM Outside Air cfmis ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstmam Temperatures at Time of HeatingPeak) 34°F 70°F Outside Air ® 0 cfm Supply Fan pp y 1,600 mm 70 OF 70°F 105°F 0 110 B�U� Heating it g Go 104 °F I ROOM In 70 OF U0U_U 4 I COOLING SYSTEM PSYCHROMETRICS Airslre m a Temperatures at Time of CoolingPeak Pe 80168°F 78161°F 78160°F 52150°F - - Outside �U_ � lry�I AirEA 1 0 Cm Supply Fan GoofingCil �50 OF o 1,800 cfm 36.1% 1 ROOM 78161°F 78161°F TTfT__U I ErmMyPro7.2by EmsgySoft User Number' 2936 ID: Page 19 of 23 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name 1 OC) Lf) Date MARK HAUPERT RESIDENCE 4/25/2018 System Name FloorArea A/C I U U O • 257 ENGINEERING CHECKS O SYSTEM LOAD Number of Systems 1 Total Room Lo14 Return Vented Ligh0 Retum Air Do Return0 Ventila0 Supply00 Supply Air D0 TOTAL SYSTEM LOAD G PEAK COIL HTG. PEAK Heating S tem U le Latent CFM Sensible Ou ut er S stem 12.800 ®' 176 193 4,204 Total Out ut abolu 12.800 �®®' M®IIIIIIIII,fIf_IIIfIIIIIIII,IIIfIIIIIIII,IIIIIIIIIIfIfIIIi� Output Btuhl ft 49.8 7Fano 0 Coolin S tem IIIIIfIfIf,_fllflfllflfllll,IIIIIIIIIIII,IIIIfIIfIIIIfff'IIIIIIIfIIfIIII' U 0 Output erSystem 12,300 Q 0 0 0 Total Output ewh 12.300 IIfIIIIIIII'fIIIIIIIfIIIIII' 176 IIIIIIIIIII'fIIIIIIIIII'IIfIIIIIIIIIIIII'_IIIIIIIIIIIIIIItIIIIIIIIIIIIIIII, Total Out ut Tons 1.0 0 Total Output (Stouldsft 47.9 I•������ME Total Output s (bion 2507 4,214 0,204 Airs stem CFM ers tem 450 HVAC EQUIPMENT SELECTION Aimow cfm 450 Fujitsu General America AOU12R2 9,142 3,554 9,792 Airtlow cftn/s ft) 1.75 Aimow (cfmRon 438.0 IM Outside Air % 0.0 % Total Adjusted System Output 9,142 3.554 9,792 (Adjusted for Peak Design cordaions) TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM Outside Air chadsift 0.00 Note: values above given at ARI condillo, HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Hearin Peak 34°F 70°F 70°F. 90°F ������r• g Outside Air --I , -� o cfm Supply Fan Heating Coil g0 OF 450 Chair NINE0�-������ R®DM 70 OF 70 OF __ FU._ � COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak) 80/68°F 78/65°F 78164°F 59158°F -® ® _-y Outside Air Color Supply Fan Cooling Coil �58 OF INNE 450 cliff 48.3% i ROOM 78165°F 78/65°F _ U0U_=� ET,gyPm 7.2by EnergySoft user Numbec 2936 tD: Page 20 of23 • • /•SUMMARY OC) Lf) N -_ U CV O 0- I RESIDENCEMARK HAUPERT Q Lo I U U O • LLF O, z--:�t 0 O 2 W 11=11IIIIIIIIIIIIIIIIIIIIIII • • • L'�.L _ ____m U LU Q I . Ur,V ®' ®in • MII IIII�I�•II ® �®®' M®IIIIIIIII,fIf_IIIfIIIIIIII,IIIfIIIIIIII,IIIIIIIIIIfIfIIIi� ®��®® M Z - IIIIIfIfIf,_fllflfllflfllll,IIIIIIIIIIII,IIIIfIIfIIIIfff'IIIIIIIfIIfIIII' U _-__ __ Q IIIIIIIIII'_ IIIIIIIIIIfI'IIIIIIIIIIIIII'_ IIfIIIfIIIIIII,IfIIIIIIII'IIIIIIIIIIfIIfII,IIIIIIIIIfff' 0 IIfIIIIIIII'fIIIIIIIfIIIIII' - IIIIIIIIIII'fIIIIIIIIII'IIfIIIIIIIIIIIII'_IIIIIIIIIIIIIIItIIIIIIIIIIIIIIII, IIIIIIIIIIIIIII,_IIIIIIIIIIIIIIIII,_ IIIIIIIIII'IIIIIIIIIIIIIIII' MINE I•������ME 10111111111111110101101M NEEMIN 1=10111010101 NEEMIN IMEM IM ��m 111111111111111111 INMEM M ������r• NINE0�-������ INNE ---____ _-__-_ ONE ONE IM NINE -�____. M11111111ME ME ____ • ��� ��� - .. ■ V) Z O J J U J U N W J I- 1-1 11 \RR'_DSc� •` ,-(�,,��-'��1-1-0513cli9o,ol)(�DoI c d `p 1 OC) Lf) N -_ U CV O 0- I . Q Lo I U U O � LLF O, z--:�t 0 O 2 W u � Q L'�.L _ II U LU Q I . Ur,V WIO- M: i U I M ^ / M Z Cf)10- U Q Oa Iq Q 0 1-1 11 \RR'_DSc� •` ,-(�,,��-'��1-1-0513cli9o,ol)(�DoI c d `p 1 N ..''! lqlq- r- U O 2 �-�- ---I U L'�.L 00 < Z LU e • r WIO- M: i CLL ^ / r 1 ORAWN CHECKED DATE SCALE JOB NO. SHEET T24 2 OF SHEETS so A � m CITE' OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION rot` °gym 100 Civic Center Drivel P.O. Sox 2768 1 Newport Beach, CA 92658-8918 www newportbeachca aov (949) 644-3200 Structural Observation Report `Project Address: tI��qA 11 1 7 _� NV Building Owner Name: Baport Date: owners Mailing Address !if different from site);Owners CNB Inspector Name: Telephone ik CNB Permit CNB Pian Check #. Full Name of Structural Observer (SO): � SO E-mail Address: ( SO Talephone #: f SO license/ ReH. #: Notes (WL JF1W 1. Soil engineer shall review, sign and stamp site/plot plan and foundation plan to affmn correctness and consistency with the soil report, 2. Soil engineer's observation and approval of all footing excavations and/or soil compaction prior to installation of concrete forms and reinforcing steel. 3. Soil compaction report shall be provided to the building inspector at the job site prior to placement of concrete for the foundation. Notes: (VV409) L Field cut -ends, notches drilled holes ., shall be, treated in the field in accordance with AWPA M4. 2. All pressure-preservative-treatedplywood shall be marked with the required information per section R317.2. 1. 3. Fasteners in contact with or for fire-retardam treated woo shall behot1`.810.! zinc -coated galvanizedsteel,stainlessY bronzecopper. {- Special Insipection is required: 1. Concrete compressive strength W over 2,500psi. 2. Structural {rd seismic forcemisting-u except shear wall/diaphraI fastener spacing more than 4" on center. StructuralObservation 1. Foundation with reinforcingsteel, anchorboltsFhold-downsin-placeprior concrete installation. 2. Wood wall framing with plywood shear -walls. 13. Plywood. ett diaphragm- PLEASE INDICAT1: FOUNDATIONS S I HDC 1 UI SHEAR WALLS CLGae=N t a N U •.vrv4 FRAMES DIAPHRAGMS Floor/Roa MOK:ATE LOCATION(S) OBSERVED — DATE OBSERVED Conventional t7 Concrete Steel D Concrete �- U Footings 8 Stab z� r U \X CQ D Mat Foundation. D Masonry D Concrete D Steel Deck . Prastressed Concrete U D Caissons, Piles, Wood or Manuf. D Masonry Wood ( °>. Grade Beams Shear Panels i r D Other: D Other: D Other. D Other: fl ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. Q FINAL STRUCTURAL OBSERVATION REPORT: The structure Sentarally complies Wiest the approved construction documents and all observed deficiencies were corrected.- 1 I declare that the following statements are true to the best Of my knowledge: i � i 1. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. I, or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant construction stage to verify that the structure is in general conformance with the approved construction documents: 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building Division. QpROfESS/p �, Alt w g No. C 045870 m 1 i A• Ex A. n203Yf - ,P, ;C CIVIL -� OF CALlfOR STAMPOFS- OBSERVER SIGNATURE OF STRUCTURAL OBSERVER OF RECORD DATE STRUCTUM OBSERVATION DOES NOT WANE ANY REOUIREMMS FOR BUILMo INSPECTION BY AVOIDROM Mfr% O cea OF Tai Cnn' W NBwfeRTBPAGe. rwmst�v�a��.n��zuo,u,.rcem,ss,amao�a D f OF co -. '� � CO N �0 111 Q LTD �- U S7 co -. '� � CO N �0 I• Q LTD �- U z� r U \X CQ U� LL U U Cy', I _(J')o ( °>. U r <U U� S7 a I• r a° r S7 FRAMING NOTE5: I . PLYWOOD SHEATHING: ROOF: 1/2' THICK COX PLYWOOD OR APPROVED 05B W/ Bid COMMON NAILS PI -24/0 EDGE AND CONTINUE EDGE NAILS @ G" O.C. BOUNDARY NAILS @ G' O.C. FIELD NAILS @ 12' O.C. BLOCKING 15 NOT REQUIRED AT EDGES, UNLESS NOTED OTHERWISE. FLOOR: .MIN. THICK W/16d COMMON NAILS TONGUE -AND -GROOVE, PI= (4 EDGE AND CONTINUE EDGE NAILS @ (p" O.C. BOUNDARY NAILS @ G' O.C. FIELD NAILS @ -12' O.C. BLOCKING 15 NOTREQUIRED AT EDGES, UNLE55 NOTED OTHERWISE. 2. SEE TYPICAL GENERAL NOTES AND DETAILS ON SHEET 5GN 3. SEE GENERAL DETAILS ON SHEET 5D 1 4. OPENINGS AT SHEAR WALL UNE SHALL HAVE 5IMP5ON M5TA36 STRAP AT EACH CORNER OF THE OPENING PER DETAIL 7/5GN 5. DOUBLE TOP PLATE SPLICE PER DETAIL L 3r5D2 G. SEE SHEAR WALL SCHEDULE FOR TYPE, NAILING, ANCHOR BOLT SIZE AND SPACING, AND NOTES. 7. SEE HEADER, SCHEDULE AT DETAIL Gr5GN.. UNLESS NOTED ON THE PLAN5. 6. SEE TYPICAL HOLD-DOWN AT WALL CORNER DETAIL 4/5GN. 9. USE 2X4#2 MIN. STUDS @ 16" O.C. FOR ALL WALL LE55 THAN 10'-O" HIGH. U.N.O. 10. USE 2XG#2 MIN. STUDS @ 19' O.C. FOR EXTERIOR WADS MORE THAN I O' -O' HIGH BUT LE55 THAN I G'-0' HIGH. USE FULL BALLOON FRAMING AT EXTERIOR WALLS. U.N.O. 1 I. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND CONDITIONS WITH ARCHITECTURAL PIANS AND MUST BE BROUGHT ANY DISCRENPANCLES TO THE ARCHITECT/ENGINEER ATTENTION PRIOR TO START WORK. -12. CONTRACTOR MUST FIELD VERIFY ALL EXISTING FRAMING, WALL5, FOOTING, AND STRUCTURE. ANY DISCREPANCIES SHALL BE BROUGHT TO ARCHITECT/ENG/NEER ATTENTION PRIOR TO START WORK. ANY PROCEEDING BY THE CONTRACTOR WITHOUT NOTIFY TO THE ARCHITECT/ENGINEER 15 THE CONTRACTOR'S RESPONSIBILITY. 13. CONTRACTOR SHALL BE PROVIDED ADEQUATE SHORING AND SAFETY FOR THE STRUCTURE. 14. ANY CONSTRUCTION DETAILS AND MATERIALS ARE DIFFENRENT FROM THE ARCH./5TRUCT. PLANS, IT - 15 BY OR PER CONTRACTOR EXPENSE. OWNER/CONTRACTOR MUST NOT HOLD THE ARCHKTECT/ENGLNEER- RESPONSIBLE. THOSE MATERIALS AND DETAILS SHALL BE APPROVED BY THE ARCHITECT/EfiIGiNEER. nu.,u, , ,w...vmmv1e nevem®a . .'W; lou I4WMU ffmi C.D XG.162-. r ,, 141 I s /7(Iry MA, .A'' FASTENING SCHEDULE WALL SCHEDULE -•- CBC20/6 (see legend and notes) —T U MST TO SILL OR GIRDER 3-8d COMMON NAILS TOE NAIL >e BRIDGING TO JOIST 2-8d COMMON NAILS TOE NAIL EACH END s 1'X8" SUBFlAOR OR LESS TO EACH JOIST 2-8d COMMON NAILS FACE NAIL 4 WIDER THAN 1'X8' SUSFLOOR To EACH JOISTS 3-811 COMMON NAILS FACE NAIL s 2" SUBFLOOR TO ,HAST OR BLOCKING 2-16d COMMON NAILS BUND AND FACE NAIL s SOLE PLATE TO JOIST OR BLOCKING led COMMON NAILS O 16" MC. TYPICAL FACE NAIL 7 TOP PLATE TO STUD 2-18d COMMON NAILS END NAIL e STUD TO SOLE PLATE 4-80 COMMON NAILS TOE NAIL s DOUBLE STUDS 16d COMMON NAILS O 16" O.G FACE NAIL m DOUBLE TOP PLATES 16d COMMON NAILS O 16` O.C. TYPICAL FACE NAIL. n/ L� DOUBLE TOP PLATES A 48' MIN. LAP SPLICE B -16d COMMON NAILS FACE NAIL I BLOCKING BETWEEN JOISTS AFTERS TO TOP PLATE 3-8d COMMON NAILS - TOE NAIL RIM JOIST TO TOP PLATE Bd COMMON NAILS O 6' O.C. TOE NAIL s TOP PLATES, LAPS. AND INTERSECTIONS 2-16d COMMON NAILS. FACE NAIL 14 CONTINUOUS HEADERS, TWO PIECES 16d COMMON NAILS O te" O.C. ALONG EDGE. e CEILING JOISTS TO PLATE I 3-8d COMMON NAILS TOE NAIL rs CONTINUOUS HEADER TO STUD 4-8d COMMON NAILS TOE NAIL CEILING JOISTS, LAPS OVER PARTITIONS 3-16d COMMON NAILS FACE NAIL QS) CEILING JOISTS TO PARALLEL RAFTERS 3-16d COMMON NAILS FACE NAIL s RAFTER TO PLATE 3-8d COMMON NAILS TOE NAIL 1' DIAGONAL BRACE TO EACH STUD t PLATE 2-8d COMMON NAILS FACE NAIL M 1'X8` SHEATHING TO EACH BEARING 3-8d COMMON NAILS FACE NAIL WADER THAN 1"XB' SHEATHING TO EACH BEARING 3-8d COMMON NAILS FACE NAIL BUILT-UP CORNER STUDS 16d COMMON NAILS O 16' O.C. FACE NAIL BUILT-UP ORDER AND BEAMS 20d COMMON NAILS O 24' O.C. FACE NAIL O TOP AND BOTTOM 2' PLANKS 16d COMMON NAIL AT EACH BEARING COLLAR TIE TO RAFTER 3-10d COMMON NAILS FACE NAIL JACK RAFTER TO HIP 3-104 COMMON NAILS TOE NAIL ROOF RAFTER TO 2X RIDGE BEAM 2-16d COMMON NAILS FACE NAIL JOIST TO BAND JOIST 3-16d COMMON NAILS FACE NAIL LEDGER STRIP 3-16d COMMON NAILS FACE NAIL AT EACH JOIST nu.,u, , ,w...vmmv1e nevem®a . .'W; lou I4WMU ffmi C.D XG.162-. r ,, 141 I s /7(Iry MA, .A'' j 0" 3_ 3 SHEAR WALL SCHEDULE -•- CBC20/6 (see legend and notes) —T U TYPE 2 3 4 5 6 MATERIAL B.S. BLOCK GYM BD. 518" GYM BD. --__ 7!8 STUCCO 3!8" PLYW D YES 3/8' PLYWD YES 3/8" PLYWD " YESU_ NAIL EDGE FIELD TOP PLATE NAILING _ SILL NAILING SILL BOLTING 5d T' O.C. T' O.C. A35 @ 48" O.C. 16d @ 18" O.C. 5/8" 4 AA.B. 6'-0" O.C. 6d 7" O.C. -7" O.C. A35 48" O.C. t6d @ 16" O.C. 5/8" IVA.B. @ 6'-0" O.C. 'IBga x 778" 6" O.C. 6" O.C. A35 @ 30" O.C. 2-16d @ 18" O.C. 5/8"k3 A.B. @ V-0" O.C. _8d 6" O.C. 12" O.C. A35 @ 24" O.C. 2-16d @ 16" O.C. 5/8' AB. 4'-0" O.C. 8d 4 O C. 12"O.C. A35 @ 20" O.C. 3-161 16' O.C. 5!8"M7 A.B. 3'-6' O.C. 8tl _ 3 O.C. 12' O.C. A35 @ 96" O.0 2-1/4"0 W.S.@76" O.C. 5!8",Pl A.B. @ 3'-0' O.C. 8d 2'O.C. 12"O.C. A35@12"O.C. 3-1/4"?1 W.S.@78"O.C. 5/8"PJ A.B. 2'-6"O.C. j tOd 8" O.C. 12" O.C. A35 @ 20" O.C. 3-16tl t6"O. C. 5/8" A.B. @ 3'-10" O.C. 90d 4" O.C. 12" O.C. A35 @ 15" O.C. 2-1/4"0 W.S.@16" O.C. 518" 1 3'-0" O.C. -_-_ 10d 3" O.C. 12" O.C. A33 9" O.C. 3-1/4"0 W.S.@16" O.C. 5/8"0 A.B. @ T-8" O.C. _ 10d 2" O.C. 12 O.C. A35 @ T O.C. 3-1/4.0 W.S.@16" O.C. 5/8",0 A.8. @ 2'-0" O.C. 10d 4" O.C. 1T' O.C. A35 @ 7" O.C. 4-1/4"0 W S. 16" O.C. 518" pi A.B. @ V-6" O.C. IGd 3" O.C. 12" O.C. A35 @ 6" O.C. 5-714" W.S.@16"O. C. 518" A.B. @ 1'-3" O.C. 10d 2" O.C. 12" O.C. A35 8" O.C. B.S. 5-1/4''8 W.S. 16"O.C. 518"RS A.B. @ 1'-0" O.C. (ICC-esr422007j-or� SSW—(Ic'c--e-sr#116.79). All installations and details per Simpson recommendations ALLOW 30 PLF 30 PLF 90 PLF 220 PLF 320 PLF 410 PLF 530 PLF 310 PLF 460 PLF 600 PLF 770 PLF 920 PLF 1200PLF 1540PLF - 1 2 3 4 5 6 _7 8 9 10 11 12 13 14 _ 95 7 B 9 10 19 12 13 14_ 15 3/8'PLYWD" _ YES j 9Y1" PLYWD YES 912" PLYWD" YES t%2" PLYW'O " - YES 1/2" PLYWD _. YES 9/2" PLYWD" j YES YES 1/2" PLYW'D" YES YES 1/2" LMW`D' YES YES Simpson Strong-warll-w-ithh�OSB panel z� _ Lepend: _Indicates= PLYWD : Indicates CDX or OSB plywood. It shall have an approved ICC report. _x __ - ` : Indicates 3 x - ' framing or thicker required for all plywood edge nailing and sill plate except double top plate. Nailsils shall ba placed not less than 3/8" from plywood panel edge and staggered Special inspecBon is required B.S� . Indicates bothsides. Plywood shall be applied on boBtsides of a wall. Or A35 applied on bothsides of 3x member W S Indicates wood screw --Use Simpson SDS7I4X6 (6" long). 3" min. spaang and end, 0.625' min. edge. __ A.B. _-_ Indicafes anchor bolt (A307)�-It shall be ZMAX (GIBS ASTM A653) or Hot -Dip Galvanized (ASTM A123). and required 7" minimum embedment into founda8on concrete footing. A35 Intlicetes Simpson framing anchor A35. It may be substituted by Simpson ATPS. - - — ------- N®tag: — —r-- — _ 1. Nails for plywood and sill plate to 6e common nail. Nails at pressure treated plate shall begalvanized Commond. 2. Provide solid blocking at plywood edge__ --`-- Nails and stap-pies shall driven at all studs, plates, and bloeking. -- --- - = 4. Provide edge nailing to studs and posts at holtlown locations. --- 5. Use'2 X studs (Douglaslas=8r llarch) @ 16" O.C. at all shear walls unless otherwise -- I noted, 6. All anchor bolts required approved 3"X3"X4/4_thickness plate washer under 7. IrT COX plywood or approved equal shall be 4 ply plywood minimum. 8. There shall be a Or2 halts per piece of shearwall with one boR located not more than 12 inches or less than 5 inches from each end of the piece of shear wall. Lo n/ L� —1 9. Where anchor bolt is missing, provide 5/8"0 Simpson TITEN HD (fcatl2713) and insert minimum T' into concrete. 10. Type 13 and 94 shearwalt above shall be provided 3x member rim joist or blocking between Boors. SDS screw shall be staggered with 1_between rows_.--------__._.------ --- <Q 0. j 0" 3_ 3 U00 L(_)-: -0 U CO OV � � If Q � U z� O _x U� LL, U M = rI) I U Lo n/ L� <Q 0. a If 1 ■J 39 LC); o z Q00 Q co QLf) 0� u .,.. z Q x >x �Q se 0 CL w I--- QWu U. Lo � � Oz ■J 39 co :..... .,.. se 0 CL w Lo ■J 39 p s ♦d I p, DRAWN CHECKED �DjATE a`. o SCALE JOB NO. SHEET ZI ifa OF SHEETS 40 18" MIN 2X SCAB SAME SIZE AS JOIST OR RAFTER 18"MIN 18"MIN PLAN - LAP SPLICE 16d OLID BLK'G- !R BEAM OR LSUPPORT ,.01ST OR RAFTER PLAN - BUTT SPLICE ri PU(9 1L 00Us4 @LFR12 N1177FLFEa 1113 PILO� (�3 EDGE NAILING /6" MIN 2-2X TOP PLATES 2x STUDS @16" O.C.-- T ---_JF---TF--- --- -n 3x STUDS @ PLYWD REQ'D @SILL PLATE SPLICE EDGES WHERE I I I REQUIRED II II ii n 11 II EDGE NAILING SPACING.) WHERE PLATE IS NOTCHED OR DRILLED @OPENING I I I I I II I II I 2XBLK'G i ii 9! ii ii 9! ii U.N.O. I II ii ii II I I II I I - I n � HOLDDOWN ANCHOR I rn - II II 5/8" 0 AS @ 48" O.C. U.O.N. PER SHEAR WALL SCHEDULE SILL PLATE ELEVATION uwPHoczaL BOLL [Boo [L4o pl L&:mpfl@ NOTE 1. NAILS SHALL HAVE A MINIMUM OF 3/8" EDGE DISTANCE. 2.2x STUDS & BLOCKING AT ALL PLYWD JOINTS U.N.O. 2-16d NAILS MIN. ADD DOUBLE TOP PLATE 3. PLWD SHEET SHALL RUN PARALLEL WITH STUDS WOOD MEMBER r�GLaL� PLlV W @)@DQI p&H[a JOIST OR RAFTER SOLID BLKG CONTINUED PLYWOOD EDGE MOTE 1. RUN LONG DIMENSION OF PLYWD SHEETSACROSS (PERPENDICULAR TO)JOISTS. 2.MINIMUM DISTANCE OF PLYWD EDGE TO NAIL = 3/8" 3. ALL JOISTS SHALL BE ON A 4'-0" MODULE TO COINCIDE WITH PLYWD PATTERN. SEE DETAIL "A" BELOW. 4. WHERE JOISTS LAP SPLICE OCCURS @ THE END OF LAPPING JOIST. SEE DETAIL "B" BELOW. 5. PLYWD NAILING: -LINE OF 3/8" NAIL 3/8" FROM PANEL EDGE MIN EDGE NAILING 24" MIN TYP Q OF STAGGFR PLYWOOD JOINT TYP. PLYWD � �V PLYWD JOIST OR III LAPPING RAFTER CtOF JOIST & JOIST RAFTER JOINT JOIST BEYOND SEE DETAIL "A" /-OTHER PLYWOOD EDGE SIMPSON MSTA24 W/1OdX1 1/2" COMMON NAILS 9" MAX N of u 9" MAX 1i 9" MAX 9" PIPE 9°SHEAR ADDITIONAL ANCHOR BOLT ® 5 /8" DIA. ANCHOR BOLT AT 48"O.C. MAX. (ALSO SEE WALL SCHEDULE FOR DEFFERENT SIZE AND E.N. NO N REQ'D @SILL PLATE 62XBLOCKING TYP. U TYP. EILING JSTS E. N. j SPACING.) WHERE PLATE IS NOTCHED OR DRILLED @16' -OC TYP. W13 - 16d NAILS MORE THAN If 3 OF THE WIDTH OF THE PLATE. PER STUD 2X FIRE PROVIDE ADDITIONAL ANCHOR BOLT EACH SIDE BLKG 9" MAX. FROM THE EDGE OF THE NOTCH OR DRILLED HOLE. Po PIE ii'CZIEU 40p LRLLa4L99� Q)L3 1%uLL PLLaULR 00 uwPHoczaL BOLL [Boo [L4o pl L&:mpfl@ CD MAX DIAMETER 2-16d NAILS MIN. ADD DOUBLE TOP PLATE N WOOD MEMBER U W CN 2-16d NAILS FOR EACH LL_ Q �- � C J 0 2"OR ADDITIONAL HEADER v) LLJ W DEPTH d W c� �- - z W EDGE NAILING 1-2x THROUGH STUD �J, i 2x STUDS@16"O.C. -SIMPSON A&B FOR LARGER OPENING LARGER BORE 1/2" DIAMETER Z 1 1 /2" DOUBLE STUDS OR THAN V-0" HOLE BEFORE EDGE NAILING POST@HOLDDOWN 2x NAILS NOTCHING. ANCHOR NAILS ACH END VERTICAL OR HORIZONTAL INTERIOR NON-BEARING 2x SILL PLATE DAM SCALE NOT TO SCALE 2a WOOD MEMBER BOUBLESTUDS SNEEL STRUCTURAL GENERA'_ NOTES 16d@ 12"O.C. 30% MAX. STUD WIDTH BORE. 1"Dia. MAX.@2x4 NOTE: PROVIDE 2x HORIZENTAL SOLID BLOCKING BETWEEN STUDS@8'-0" STUDS. 1-5/8"Dia. MAX. MAX. ALSO PROVIDE 2x FIRE BLOCKING AT CEILING LINE AS REQUIRED. @2x6STUDS. 25%MAX. NOTCH FOR 5 /8 2x4STUDS.40%MAX. FOR 25%MAX. NOTCH 2x6STUDS.7/8"MAX.@2x4 HEADER SCHEDULE (U.N.O.) 7 /8"MAX.@2x4STUDS STUDS. 2-1 /8"MAX.@2x4 STUDS 13/8"MAX.@2x6STUDS SIZE MAX. OPENING SIZE MAX. OPENING STUD WIDTH STUD WIDTH 44 4'4' 4x10 10'-0" NTE: NOTCH BORED I. AND HOLE NOT TO OCiUR IN THE SAME STUD SECTION. 46 614Y 4x12 12'-0" 2. ALL BORED HOLES SHALL BE AT CENTER OF STUDS. EXTERIORAND INTERIOR NON-BEARING 48 BEARING STUDS STUDS rt fPUML MVCMOMN Cha GIM RMNUM OLP �%rMD� LQGVID 120)`51N D[ VIOL 2X STUDS@16d NAILS@12"O.C. I RUN PLYWOOD 16"O.C. TYP. /r STAGGER, TYP. THROUGH@HOLDDOWN / ASSHOWN NOTE: WH ERE 6" STUDS ARE USED, USE 6x HEADER �] uwpo(21L pmmom @ c�4MD ML R.1L OO plufl0m PLYWOOD SHEATHING A 'A BLKG STUD NOTE: PROVIDE REQUIRED DOUBLE STUDS OR POST ' WHERE HOLDDOWN ANCHORS OCCUR. SECTION AA ETVL7F�,10@10. 11134MD MILL HEADER SIMPSON CS14 CROSS EACH CORNER OF OPENING U.O.N. SILL WHERE WINDOW 2X4 BRACES @ 16" OC OR DUCT OPENING 3 - 16d NAILS EA END OCCURS 2x FULL HEIGHT & 2 - 16d NAIL TO PLATE STUDS @ 16" OC 2X LEDGER _ W/2 - 16d NAILS PER STUD ,-, E.N. TYP. 2X PLATE -j OF 2X4 NAILER 2X FIRE W/ 16d @ 16" OC PLYWD JOINT TO PLATE BLOCKING REQ. FOR SHEAR WALL SEE PLAN 2X4 NAILER FULL LENGTH OF LAPPING (�MULM(A- 1HIP VNILL MG>3lmum DD LR uLQOL JOIST W/16d NAILS @ 12"OC DOUBLE TRIMMER OR BEAM OPENING 7 DOUBLE FOR BEAM HEADER I DETAIL "A" DETAIL "B" TYPICAL END OF PLYWOOD AT LAP !i PLYWOOD SHEET SPLICE I�U PLIL1L;'.iL Lr'OXN'J D c�I �O�L�J-L1L�((0�L 1IUV L.J C� g A�UnU�T_Moo H FEFEV UL - s REBAR e @ TOP & BOTTOM SEE FT'G DETAIL 4' 4 a _ rnnrrn'r_ CORNER PLAN VIEW �� s U( LaL G JC°3C Ulf L rpoo VO 0k a. LI 4, O 4 INTERSECTION SIMPSON "U" HANGER OR EQUAL TYP. F OR RAFTER 2-16d NAILS JOISTS OR RAFTERS 2X CRIPPL STUDS @ 16"OC 2x STUDS @ 16" OC u� ST OR RAFTER -SIMPSON TRUSS v1 pocLaL OO P[EHD` q ZRN �Barglp UMILL [D[94101L 2x STUDS @ 16" OC - CEILING JOISTS 0 16"OC 2X CEILING JSTS @24" MAX USE SIMPSON "U" HANGER FOR SPAN OVER 12'-0" CEILING JOISTS (0) 24"OC �CEULU[Nl C`�?{ MQLL LPEJL�J(JH DD LEUJOL 3 /8"DIA. STUD BOLTS WELDED TO COLUMN@48"O.C.MAX.3 BOLTS MIN. PER COLUMN STEELTUBE COLUMN STEEL PIPE COLUMN 6. BACKFILLING SHALL NOT BEGIN UNTIL ALL 7, ADJACENT TO ALL OPENINGS THERE SHALL 10'-0"ol FORMWORK & DEBRIS HAVE BEEN REMOVED & BE 2-#5 BAR VERTICALLY THE FULL HEIGHT PLUMBING OR GENERAL UNTIL ADEQUATE LATERAL SUPPORT FOR THE OF THE WALL AND 2-145 BARS HORIZONTALLY GROUND LINE CONDUIT WALL BEING BACKFILLED HAS BEEN PROVIDED EXTENDING 2'-0' MINIMUM BEYOND THE EDGES 8"MIN (EXCEPT WALLS DESIGNED AS FREESTANDING OF THE OPENING, THIS SHALL INCLUDE DOOR CAST IRON SLEEVE 1❑. IT IS INTENDED THAT ALL WORK CONFORM TO THE RETAINING WALLS) AND SHALL HE POLACED IN OPENINGS, REQUIREMENTS OF THE APPLICABLE CODE, 201 6 LAYERS NOT EXCEEDING 8' IN DEPTH & Q PROVIDE DOWELS IN THE FOOTING FOR II I III 2"LARGER THAN PIPE EDITION OF CALIFORNIA BUILDING CODE AND TO COMPACTED AS FOR FILLING USING HAND OR EACH VERTICAL BAR, DOWELS SHALL HE THE OTHER APPLICABLE STATE AND LOCAL CODES BA K FILL PER TYPICAL AND ORDINANCES PNEUMATIC TAMPER. COMPACTION OF EACH SAME SIZE AS THE BPR ABOVE, SP CIFICATIONS I LAYER SHALL BEGIN AT EH WALL AND WORK ❑9, ALL SHORINGS FOR LINTELS SHALL REMAIN 2❑. THE CONTRACTOR SHALL VERIFY ALL AWAY FROM THE WALL TO PREVENT WEDGING UNDISTURBED FDR 7 DAYS AFTER POURING IN TY ICA NO PIPE ALLOW DIMENSIONS &JOB CONDITIONS RELATING TO OF THE WALLS. ALL CELLS, LINTELS SHALL BE FILLED WITH X TO PASS THROUGH THE PERFORMANCE OF THE WORK, ❑7, ALL GRADING SHALL BE ➢ONE UNIFORMLY GROUT, 3❑. SHOULD ANY CONDITION ARISE WHERE THE BETWEEN CONTROL ELEVATIONS & SUCH THAT 10, ALL HORIZONTAL BARS SHALL BE CHANNEL NO XCAVATIO FOOTING INTENT OF THE DRAWINGS IS IN DOUBT OR THE AREAS ARE DRAINED AS INDICATED ONT OR LINTEL BLOCKS, BEL W THESE v WHERE THERE APPAEARS TO BE AN ERROR ON HE PLANS, 9 ALL WALL CORNERS & INTERSECTIONS THE DRAWINGS OR A DISCREPANCY BETWEEN LINE 3'-0"MAX STEP FOOTING THE DRAWINGS & FIELD CONDITIONS, THE ALL GRADED AREAS SHALL HAVE THE ALL HAVE 1-#5 BAR VERTICALLY, O TOLERANCE OF PLUS OR MINUS 0.10 FEET. l VERYICAL CELLS TO HE FILLED SHALL SO THAT CONCRETE ENGINEER SHALL BE NOTIFIED AS SOON AS BUT OVERALL AREAS SHALL HAVE A VE VERTICAL ALIGHNMENT SUFFICIENT TO JC OFILL DOES NOT POSSIBLE FOR PROCEDURE TO BE FOLLOWED, TOLERANCE OF ZERO, MAINTAIN A CLEAR UNOBSTRUCTED VERTICAL IF THE CGNTRACTOR PROCEEDS WITH THE ❑9, ALL GRADES AROUND THE PERIMETER OF E CELL MEASURING 2'X3'. z. -5,; -EXCEED 3'-0" WORK SO AFFECTED WITHOUT INSTRUCTIONS BUILDING SHALL SLOPE AWAY FROM THE 1[4 UNLESS OTHERWISE INDICATED, ALL FROM THE ENGINEER, THE CONTRACTOR SHALL BUILDING TO PREVENT WATER FROM ENTERING EXTERIOR JOINTS SHALL BE TOOLED 90% 2 MAKE GOOD ANY RESULTING DAMAGES OR THE BUILDING OR PONDING A➢GACENT TO CONCAVE, & INTERIOR JOINTS SHALL BE DEFECTS, THIS INCLUDES TYPOGRAPICAL FOOTING, STRUCK FLUSH & BACKED, OPTIM U ERRORS IN THE SPECIFICATIONS & 10 THE CONTRACTOR SHALL BE REPONSIHLE 14 NO PIPING OTHER THAN CONDUIT SHALL z NOTATIONAL ERRORS IN THE DRAWINGS WHERE DENSITY CONCRETE FILL SAME FOR OBTAINING & PAYING FOR ALL REQUIRE➢ EMBEDDED IN THE BLOCK UNLESS DOUBTFUL THE OF INTERPRETATION. PERMITS &COMPLIANCE WITH ALL APPROVED THE ENGINEER. WIDTH FOOTING & IN THE CASE WHERE TWO DR MORE RPPLICAHLE CODES &ORDINANCES. IS ALL BOLTS, ANCHORS, ETC. INSERTED IN -SUFULL WIDID KITH OF TRENCH, DETAILS APPLYING TO THE SAME PART OF THE WALL SHALL BE SOLID GROUTED IN PLACE FILL BEFORE THE WORK ARE IN CONFLICT THE MOST DESIGN TRIT RIA, PLACE, RESTRICTIVE SHALL GOVERN UNLESS CLARIFIED OR OTHERWISE APPROVED BY THE 3Al SEISMIC: LAT.=gg71 ' LONG= -11789g7 16 SPACES AROUND METAL DOOR FRAMES & FOOTING IS PLACED ❑ ENGINEER, Ss=ll?$1 ;51=OI(,j7 ;Fa=1.0 ;Fr -1.5 OTHER BUILT-IN ITEMS SHALL BE FILLED Sds=IJr94;Sd1=6 G ;R Q5 SOLIDLY WITH GROUT DR MORTAR. 5, THE CONTRACTOR &EACH SUBCONTRACTOR 31 'I=(O ' 17 WHERE CONCRETE BLOCK WALLS ABUT SHALL CAREFULLY EXAMINE THE CONDITIONS Ce=0.165 (strength level);p=1.3 CONCRETE WALLS, THERE SHALL BE DOWELS NOTE: FOR PIPES MORE THAN '- TRENCH AFFECTING HIS WORK BEFORE PROCEEDING & 3 0" BELOW BOTTOM OF FOOTING TRE C WIND: ULT. WIND SPEED 190 mph; EXPOSURE C EMBEDDED IN & E%TENDING OUT FROM THE MAY BE BACKFILLEDSHALL REPORT TO THE ENGINEER ANY WITH COMPACTED FIL PER SPECIFICATION. DC CONDITION WHICH WOULD PREVENT THErf.ati�=e5m(�pwL4Wp- corvcRETE WALL WITH A MINIMUM OF 2•-0•, NOT TRENCH BENETH FOOTING AFTER FOOTING HAS BEEN POURED. PROPER & LEGAL COMPLETION OF HIS WORK, ROOF: DEAD LOAD=1''J.O psf; LIVE LOAD --70.0 psf THEY SHALL BE THE SAME SIZE & SPACING NOT REPORTING ANY SUCH UNSUITABLE FLOOR:DEAD LOAD=12;0 psf; LIVELOAD--10.0 psf AS THE HORIZONTAL BARS IN THE MASONRY PIPE SL EVE CONSITION WILL CONSTITUTE ACCEPTANCE OF PW'CI)VILOADs - WALLS TO WHICH THEY WILL HE LAPPED, ALL CONDITIONS BY THE CONTRACTOR AND/OR SUBCONTRACTOR. EQUIVALENT FLUID PRESSURE Cpsf/ftJ APPROVAL OF SHOP DRAWINGS MEANS ACTIVE (LEVEL) NONE I1, ALL STRUCTURAL STEEL SHALL CONFORM !A ACTIVE (2d) '�j PBRIC AI OF GENERAL METHOD OF ASTM A-36 &SHALL HE FABRICATED & FABRICATION ONLY. DIMENSIONS & PASSIVE ERECTED IN ACCORDANCE WITH AISC z POUR JOINT QUANTITIES MAY NOT BE CHECKED & ,.WECIFICATIONS. U.O,N. Q= APPROVAL OF SHOP DRAWINGS DOES NOT CONCRETE 12.1 ALL PIPE COLUMNS SHALL CONFORM TO a RELIEVE THE CONTRACTOR FROM COMPLIANCE ASTM A-53 GRADE 'B', WITH THE REQUIREMENTS OF THE DRAWINGS & 1, CONCRETE MIX DESIGNS SHALL BE MADE BY O ALL FABRICATION SHALL BE DONE BY ❑ SPECIFICATIONS UNLESS SPECIFICALLY SO LICENSED STEEL FABRICATORS, INDICATED IN THE APPROVAL. AN APPROVED LABORATORY FOR ALL Rif ALL WELDING SHALL BE DONE BY I7,WHERE SHOP DRAWING SAMPLES OR OTHER CONCRETE HAVING A COMPRESSIVE STRENGTH `CE'RTIFIED WELDERS, USING THE ELECTRIC '�J OF Pc -2500 sl OR MORE & SHALL BE HLL 13E S ARE REQUIRE➢ FIVE OF OF EACH P ARC PROCESS & E-70 ELCETRODES, SHALL BE SUBMITED. THREE (3) OF WHICH SUBMITTED TO THE ENGINEER FOR APPROVAL Q CONTINUOUS INSPECTION IS REQUIRED FOR -"' BEFORE USE, WILL BE RETURNED TOT HE CONTRACTOR. ALL FIELD WELDING. ALL CEMENT SHALL HE TYPE `W z ALLOW MINIMUM OF ONE WEEK CHECKING TIMECONTRACTOR SHALL BE RESPONSIBLE FOR ui BY THE ENGINEER. WATER/CEMENTE15Y/ALL TEMPORARY BRRCING, z F- 2❑. CONCRETE DESIGN SIGN U ULTIMATE COMPRESSIVE FSI O _ e❑, SEE MECHANICAL, PLUMBING & ELECTRICAL STRENGTH AT 28 DAY SHALL BE AS FOLLOWS' (-7_] BOLTS SHALL CONFORM TO ASTM A-307 PIPE SIZE DRAWINGS FOR SIZE &LOCATION OF ALL LESS OTHERWISE NOTED ON PLANS, o w ----- OPENINGS REQUIRED FOR DUCTS, PIPES & SLAB ON GRADE, CURB, ETC ..........Pc -1'Y',500 PSI NJ SHOP DRAWING SHALL BE SUBMITTED TO z PLUS 2" FOOTINGS ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,f'c�500 PSI PIPE SLEEVES, ELECTRICAL CONDUCTS, & s• STRUCTURAL ENGINEER &APPROVED PRIOR TO PILES & PILE CAPS,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,f'c= PSI OTHER ITEMS TO BE EMBEDDED IN CONCRETE FABRICATION. OR OTHERWISE INCORPORATED IN STRUCTURAL RAISED SLABS............................................f'c= PSI [OGALVANIZED STEEL SHALL CONFORM TO WORK. COLUMNS ........ ................... ......... ............. ......... f'c= PSI THE STANDARD SPECIFICATIONS FOR PUBLIC n WALLS...............................................................f'c= PSI `� ALL CONDITIONS SHOWN DR NOTED AS WORKS CONSTRUCTION, GALVANIZING SHALL 9" MI 9" MIN EXISTING ARE BASED ON BEST INFORMATION BE ACCOPMPLISHED AFTER STEEL PARTS CURRENTLY AVAILABLE AT THE TIME OF,HAVE BEEN GALVANIZED. PREPARATION OF THESE DRAWINGS. NO LUQ, ALL STRUCTURAL STEEL OF W, S, M 24" MIN WARRANTY IS IMPLIED AS TO THE ACCURACY THE MAXIMUM SIZE AGGREGATE SHALL BE SHAPES SHALL BE ASTM A299 - GRADE 50, OF SAME, HOWEVER, CONTRACTOR IS TO 3/4' FOR SLABS & WALLS LESS THAN 8' IN UA,N, FIELD VERIFY ALL CONDITIONS, SHOULD THICKNESS & 1' FOR WALLS B' OR THICKER, NOTE: FOOTING SHALL BE STEPPED. SO THIS DIMENSION DOES NOT IN LEAST DIMENSION, CONDITIONS THE BECOME APPARENT WHICH DIFFER rr�� WOOD EXCEED 3'-0" IN ANY CASE. FROM THE BROUGHT IDNS SHOWN HEREIN THEY L'•1 THE SLUMP OF TE CONCRETE SHALL HE � SHALL BE BROUGHT 70 THE IMMEDIATE THE MINIMUM THAT HE PRACTICAL, WHEN `17 6' LARGERBOLT SIN WOOD SHALL THAN THE NORMALBSOLT 2' TO ATTENTIOC� U ULY�V''�-.`LS IY�Lr'I� L=,.1LIV© �WL�IJV `�U'U ©L5�L�1�IS LJ ENGINEER). OTHETHE ARCHITECTt TRUCTURALRAL VIBRATORS ARE USED TO CONSOLIDATE THE CONCRETE, THE SLUMP SHALL EXCEED 4' DIAMETER. ALL BOLTS SHALL HAVE STANDARD ENGINEER) WILL THEN PREPARE ADDITIONAL OTHERWISE THE SLUMP SHALL NOT EXCEED 6" CUT WASHER UNDER HEAD & NUT UNLESS DRAWINGS AS MAY HE NEEDED TO 5❑. THE MAXIMUM SIZE OF THE AGGREGATE OTHERWISE NOTED. 2x STEM WALL 31,"MAX.(SEE NOTE 2) ACCOMMODATE THE CONDITIONS AS BROUGHT SHALL NOT BE LARGER THAN ONE-FIFTH OF 2❑, PROVIDE 2X SOLID BLOCKING BETWEEN FORMS TO THEIR ATTENTION, THE NARROWEST DIMENSION BETWEEN SIDES JOISTS & RAFTERS AT ALL SUPPORTS. CONTINUOUS MANDATORY CONSTRUCTION 10 ARCHTIECTURAL & MECHANICAL PLANS ARE OF THE FORMS WITHIN WHICH THE CONCRETE BLOCKING SHALL BE ONE PIECE & FULL MIN. CLEAN OUJT CONSIDERED A PART OF THE STRUCTURAL IS TO BE CAST, NOT LARGER THAN DEPTH OF THE JOIST OR RAFTER, JOINT DESIGN DRAWINGS & ARE TO BE USED TO THREE -FOURTH OF THE MINIMUM CLEAR I3,I ALL BOLTS SHALL BE RETIGHTENED PRIOR DEFINE DETAIL CONFIGURATIONS INCLUDING SPACING BETWEEN REINFORCING BARS & `T[j THE APPLICATION OF SHEATHING, 6" MIN 2x PLANKING TYP. BUT NOT LIMITED TO RELATIVE LOCATION OF FORMS. FOR UNREINFORCED SLAB THE PLASTER, ETC, MEMBERS, ELEVATION, LOCATION OF ALL MAXIMUM SIZE OF THE AGGREGATE SHALL NOT ® EACH SHEET OF PLYWOOD SHALL BE OPENINGS, ETC, BE LARGER THAN ONE-THIRD OF THE SLAB IDENTIFIED BY A REGISTERED STAMP OR 11. THE CONTRACT DRAWINGS & THICKNESS. BRAND DF THE DOUGLAS FIR PLYWOOD SPECIFICATIONS REPRESENT THE FINISHED © READY MIXED CONCRETE SHALL HE MIXED & ASSOCIATION. STRUCTURE UNLESS OTHERWISE SHOWN, THEY DELIVERD IN ACCORDANCE WITH THE Q PLYWOOD FOR ROOF SHEATHING SHALL BE DO NOi INDICATE THE METHOD OF REQUIREMENTS SET FORTH IN THE STANDARD CDX, USE EXTERIOR TYPE, MINIMUM -C- GRADE FORMWORK NOT - - CONSTRUCTION, THE CONTRACTOR SHALL SPECIFICATIONS FOR READY MIXED CONCRETE WHERE PLYWOOD IS EXPOSED TO WEATHER, PERMITTED BELOW 6" CUT BACK SUPERVISE & DIRECT THE WORK AND SHALL ASTM C-94', PLYWOOD FOR FLOOR SHEATHING SHALL HE GRADE UNLESS I- I BE SOLELY RESPONSIBLE FOR ALL SEQUENCES 7❑. REINFORCING BARS SHALL BE CDX & SHALL HAVE APPROVED TONGUE & FULLY FORMED - STALL & PROCEDURES, OBSERVATION VISITS TO INTERMEDIATE GRADE, DEFORMED BARS GROOVE. ALL PLYWOOD SHALL CONFORM TO THE SITE BY FIELD REPRESENTATIVES OF CONFORMING TO ASTM A615 GRADE 60. U.S. PRODUCT STANDARS DOC PS 20, STAKES NOT THE ARCHITECT (OR STRUCTURAL ENGINEER) UNLESS OTHERWISE NOTED.I6,I ALL WOOD BEARING ON CONCRETE OR DO NOT INCLUDE INSPECTIONS OF THE I� . EXCEPT WHERE INDICATED OTHERWISE ALL `M'A PERMITTED PROTECTIVE MEASURES OF THE PROCEDURES REINFORCING SHALL BE HENT & PLACED IN SDNRY SHALL BE PRESSURE TREATED WITHIN FOOTING FOR SUCH METHODS OF CONSTRUCTION, ANY ACCORDANCE WITH THE 'CODE OF STANDARD DOUGLAS FIR, SUPPORT SERVICES PRACTICE & THE SPECIFICATION FOR PLACING STRUCTURAL MEMBERS SHALL NOTBE CUT FOR PIPES ETC, UNLESS SPECIFICALLY SECTION AL PERFORMED BY THE ARCHITECT (DR REINFORCING STEEL OF THE CONCRETE . DETAILED, REINFORCING STEEL INSTITUTE'. STRUCTURAL ENGINEER) DURING CONTINUOUS & 9, MINIMUM CLEAR DISTANCE BETWEEN BARS Q CROSS BRIDGING SHALL BE PROVIDED AT EXCAVATION MUST BE SHALL BE DISTINGUISHED SER FROM CONTINUOUS & ❑ 8'-0' CENTER TO CENTER, MAXIMUM FOR ALL KEPT CLEAN AND FREE DETAIL INSPECTION SERVICES WHICH ARE SHALL BE WIRE. JOISTS & RAFTERS HAVING A DEPTH OF MORE FURNINSHED BY OTHERS, THESE SUPPORT 10 WELDED WIRE MESH SHALL CONFORM TO OF DEBRIS THAN 8'. SERVICES WHICH ARE FURNISHED BY THE ATM A165, Q ALL NRILS SHALL BE COMMON, NAILING NOTE: 1. FOUNDATION CONCRETE MAY BE PLACED DIRECTLY INTO NEAT ARCHITECT(STRUCTURAL ENGINEER), WHETHER 11 WHERE BARS ARE SPLICED THEY SHALL BE SHALL BE PER CHAPTER 23 OF THE OF MATERIAL OR WORK & WHETHER LAPPED PER CLASS H OF ACI CURRENT CODE,. CALIFORNIA BUILDING CODE, EXCAVATION, PROVIDED THE FOUNDATION TRENCH WALLS ARE PERFORMED PRIOR TO, DURING, OR AFTER 10 ALL STRUCTURAL LUMBER SHALL BE STABLE AN COMPLETION OF CONSTRUCTION ARE D DETERMINED BY ARCHTECT (STRUCTURAL ENGINEER) 12 MINIi4UM CONCRETE COVERAGE OF BARS DOUGLAS FIR LARCH OF THE POLLOWING SUBJECT TO THE APPROVAL OF THE OFFICE OF STATE ARCHITECT. PERFORMED SOLELY FOR THE PURPOSE OF ALL BE 3' WHERE CONCRETE IS POURED GRADE, CONFORMING TO STANDARD GRADING ASSISTING IN QUALITY CONTROL & IN AGAINST EARTH, 2' WHERE FORMED BUT IN RULES FOR WEST COAST LUMBER, UNLESS 2. PROVIDE 3q" STARTER WALL OR ALL CONCRETE AND MASONRY ACHIEVING CONFORMANCE WITH THE CONTRACT CONTACT WITH EARTH, 1' IN WALL BEAMS & NOTED OTHERWISE, (DOC P20) WALLS FOOTINGS BELOW GRADE. DRAWINGS & SPECIFICATIONS. BUT THEY DO COLUMNS AND 3/4' FOR FORMED SLABS. 2X RAFTERS OR JOISTS.. ..... ........ NO, 2 OR 7 NOT GUARANTEE CONTRACTOR'S PERFORMANCE 13STFORMS RURBEDSHALL 40 HOURS MOV SUPPORTING BETTER & SHALL NOT BE CONSTRUDED .( %�.�LT�U�QL [�O�D[n�DQ400[n� G�CGdC O[n�C SUPERVISION OF CONSTRUCTIONS 3K MEMBERS ................. ....NO. 2 DR LETTER °' d O D fl 0 Ol � C' VERTICAL SURFACES OR 7 DAYS WHEN 4X HEADERS OR BEAMS... ....,,,..NO, 2 OR BETTER 12 DRAWINGS INDICATE GENERAL & TYPICAL SUPPORTING BEAMS & SLABS, 6X OR GREATER., I OR BETTER DETAILS OF CONSTRUCTION, WHERE 1H ALL SLABS ON GRADE SHALL HAVE POST OR TIMBERS...................NO, 1 OR BETTER CONDITIONS ARE NOT SPECIFICALLY CONTRACTION JOINTS AT NOT MORE THAN LAMINATED BEAMS...................DF/DF 24F -V4 INDICATED BUT ARE OF SIMILAR CHARACTER 12'-0' APART, THESE JOINTS MAY BE POUR 11 STUDS MAY BE BORED TO 40Y OF WIDTH 2-tOdNAILS 2x PLATE TO DETAILS SHOWN, SIMILAR DETAILS OF JOINT WITH AT LEAST TWO HOURS BETWEEN MAXIMUM, EXCEPT INTERIOR NONBEARING PER BLOCKING CONSTRUCTION SHALL HE USED SUBJECT TO ABUTTING POURS OR 3/4' DEEP SAWED THE STUDS WHICH MAY BE BORED TO 60% OF REVIEW BY THE ARCHITECT (STRUCTURAL SAME DAY THE SLAB IS PUKED, OR A WIDTH MAXIMUM WHEN EACH BORED STUD IS 2x BLOCKING ENGINEER), WEAKENED JOINT MADE BY A STRIP OF DOUBLED WITH NOT MORE THAN TWO Z<B 4 i6d?JAI. 2X STUDS 13 U.N.O. INDICATED UNLESS NOTED PLASTIC EMBEDDED 1 1/2' MINIMUM INTO THE SUCCESSIVE DOUBLED STUDS, TYR PER PLA E: r OTHERWISE, SLAB, ❑12 IN NO CASE SHALL THE EDGE OF A BORED I 1 Y 15 ALL SLABS UNLESS OTHERWISE INDICATED H❑LE BE NEARER THAT 5/8' TO THE EDGE OF SH q ALL HAVE A STEEL TROWEL FINISH & BE THE STUD, SILL PLATE 1 /'I SOIL LEVEL TO WITHIN 3/16' IN ANY 10 FEET. 13 BORED HOLES SHALL NOT BE LOCATED AT © SLABS SHALL BE CURED BY KEEPING E SAME SECTION OF STUD AS CUT OR \ 2-166 END 1❑, FOR SUBSURFACE CONDITIONSCONTINUOUSLY WET FOR FOUR POUR DAYS NOTCH, & ' NAILS,T FOUNDATION RECOMMENDATIONS THE SOIL AFTER POURING DR BY SEALING SURFACE 141 PROVIDE MINIMUM DOUBLE JOISTS UNDER - - '- PRESSURE SHALL BE 1500 PSF PER CHAPTER WITH THOMPSON'S WATER SEAL, OR APPROVED PARALLELED PARTITIONS, , 18 OF THE C.R.C. UNLESS A WRITTEN REPORT EQUAL. 1© SIMPSON HARDWARE MAY SUBSTITUTE IS PROVIDED, 17 ALL EXPOSED SURFACES SHALL BE OTHER APPROVED HARDWARE, HARDWARE MUST Q WHEN A WRITTEN REPORT OF THE FORMED WITH SANDED PLYWOOD & ANY FINS HAVE ICC APPROVAL, INVESTIGATIONS IS REQUIRED BY THE OR OTHER PROJECTIONS SHALL BE REMOVED, 16 ALL LUMBER SHALL HAVE MOISTURE BUILDING OFFANY VOIDS SHALL BE FILLED. THE ENTIRE CONTENT OF 19% OR LESS AT TIME OF OFFICIAL IT SHALL INCLUDE BUT z NOT LIMITED IC SUBSURFACE CONDITIONS, SURFACE SHALL BE 'SACKED' TO PROVIDE A INSTALLATION. UNIFORM ATTRACTIVE FINISH, ®7 ANCHOR BOLTS SHALL HE ZMAX (GI85 RECOMMENDATIONS FOR FOUNDATION TYPE, 18 BOLT INSERTS IN EXISTING CONCRETE ASTM A653) OR HOT -DIP GALVANIZED (ASTM DESIGN CRITERIA, BEARINGCAPACITY, EXPANSIVE SOILS & THE EFFECT OF SHALL BE OF THE TITAN HD TYPE IN AI53). PREDRILL HOLE AS MANUFACTURED APPROV BY ADJACENT LOADS & DIFFERENTIAL 08 ALL WOOD SHALL COMPLY WITH NDS 2007, SETTLEMENT, SIMPSON STRONG TIE, DR APPROVED EQUAL CDMPANY(r-A-IC�iALAS APPROVED BY THE STRUCTURAL ENGINEER GLU-LAM BEAM REPORT #__________ DATE & BUILDING DEPARTMENT, THOSE BOLTS MUST HAVE I,C,C, APPROVAL, DESIGN HEARING CAPACITY_ i�C-_0_L�5_ _ ¢ ___ I1.IALL FABRICATION &WORKMANSHIP SHALL ANCHOR BOLT AND THE REPORT SHALL HEA PART OF THE MASONRY '1g0 IN CONFORMANCE WITH THE CURRENT FOOTING COINCIDED PROJECT, EDITION OF THE STANDARD SPECIFICATIONS UNTH STUD 3❑, STIE PREPARTATION SHALL BE IN nFOR STRUCTURAL GLUED LAMINATED DOUGLAS ACCORDANCE WITH RECOMMENDATIONS '9](A LIGHTWEIGHT UNITS CONFORMING TO ASTM FIR (COAST REGION) LUMBER BY THE WEST CONTAINED IN THE FOUNDATION COAST LUMBERMAN'S ASSOCIA-TI.°Bc,F� INVESTIGATION. CURRENT EDITION OF TIMBER c:unSS1IRR IDN. ❑ 2. REINFORCING STEEL SHALL BE AS PER ALL GLUED LAMINATED MEMBERS SHALL n SITE,THE INVESTIGATION iN COMBINATION 24F -V4 WITH WATERPROOFE NCRETE WORK. _ IF��1(1/�/� _f1 f1 /Irr /��r��\CC�����c F-�f1 f1 /n� �f7 /�_ ,IS3. ALL CELLS HERE OTHERWISE REINFORCING ALL (3 7171 IJ\`'.>!'_\L vUMD V(JUV QTNu vuoo IM QU SPECIFICATIONS ICATIONS &UIOTHERWISE INFORM CANS & TTNTELS, OR WHERE OTHERWISE NGROU CONFORMING OTO THENOCBC RSTAN➢ RD. GLUE CP� ��i SHALL BE FILLED SOLIDLY WITH GROUT IN OTHERWISE HIMSELF OF THE CONDITIONS AFFECTING HIS LIFTS NOT EXCEEDING 8' WITH CLEANOUT `{{'{ENLESS MEM ERSECIFIED SHALL13E INDUSTRIALNISH OF WORK & HIS SUBMISSION OF A HID SHALL BE HOLE. INDICATIVE OF TPE ACCEPTANCE OF THE MORTAR SHALL CONSIST OF ONE PART APPEARANCE GRADE IN CONFORMANCE WITH TE CONDITIONS, RTLAND CEMENT, TWO PARTS HYDRATED THE STANDARD APPEARANCE GRADES OF THE 15.1 TESTS & INSPECTIONS AS COALLED FOR IN Ad.T,C. COUNTERSINK BOLT CUT 16d 4"O.C. ifi COME OR LIME PUTTY & VOLUME OF SAND E.N. @ E FOUNDATION INVESTIGATIONS SHALL BE NOT LESS THAN 2, NOR MORE THAN 3 TIMES 4, MANUFACTURER SHALL SUBMIT COMPLETE PLYWOOD SHEAR TYP. CARRIED OUT THROUGHOUT THE COURSE OF OP DRAWINGS TOTE ENGINEER FOR THE SUM OF THE VOLUMES OF CEMNT & LIME WALL TYP. THIS WORK BY A FOUNDATION ENGINEER, THE USED, MORTAR SHALL BE TYPE 'M' OR 'S" APPROVAL PRIOR TO ANY FABRICATION & COST OF SUCH TESTS WILL BE BORNE BY SHALL SUBMIT CERTIFICATES OF COMPLIANCE 5, GROUT SHALL CONSIST OF ONE PART THE CONTRACTOR, COPIES OF ALL TEST RTLAND CEMENT, 3 PARTS SAND, 2 PARTS FOR EACH MEMBER IN ACCORDANCE WITH THE REPORTS SHALL BE DISTRIBUTED BY THE GRAVEL, GROUT SHALL HAVE A MINIMUM C.B.C. 2x STUD TYP. OWNER, ARCHITECT, ENGINEER, CONTRACTOR & PARALLAM (2.OE) PSL ICC#Ij'""j BUILDING DEPARTMENT. COMPRESSIVE STRENGTH fc-2000 PSI. 6x POST 6" WALL \ ISI VERTICAL REINFORCING SHALL BE LOCATED Fv = 290 psi @ E N 'OT THE CENTER OF THE WALL UNLESS Flo - 2900 psi 4x POST@4" WALL OTHERWISE INDICATED &SHALL BE HELD IN E = 2.0X10^6 psi POSITION AT NOT TO EXCEED 8'-0', SIMPSON HOLD DOWN MirRbl.O�'i.(IAE) ICe#I'a"i PER 2X4 LAT CLIPS@48"O.C. TUBE COLUMN 2x STUD PIPE COLUMN 2x STUD \ 4 v SOLID WOOD BLOCKING 10"LONG@EACH BOLT I E.N_ COUNTERSINK BOLT CUT - TYP. _J -PLYWOOD SHEAR WALL TYP. EN W COLUMN x4FLAT 1 /2"CLEAR - 16d@4"O.C.TYP. ��'IxNAILER 24"O. C. PLATE TO JOIST DOUBLE DOUBLE 2z STUD TYP. PLATE W/16d NAILS PLATE 6x6 POST@6" WALL STUD WALL @16-O.C. STUD WALL 5/8"DIA. STUD BOLTS WELDED 4x4 POST@4" WALL TO COLUMN@48"O.C.MAX.3 SIMPSON HOLD DOWN BOLTS MIN. PER COLUMN JOIST PARALLEL TO WALL JOIST PERPENDICULAR TO WALL "VV' COLUMN 7Ip0cc, L wo U -B. [gin H(AWHO K -10m, l_rai9 null �' � � e d 77 p�C� a L� (: L ]CSG �C , �.�Cr� fv�fi1 u. -- I (C�U[LUM �C�jUd � 5 5i �77[�OC�LaC� ��[�C�L C�C�LC�J�iI[� �[� � u MD �LaLL Moo LDD(ODMH IV'N [2- THE ABOVE DRAWINGS AND SPECIFICATIONS TYP. AND IDEAS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF DEJ AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT E.N. FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF DEJ STRUCTURAL CONSULTING. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CDNSTITUDE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS, WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE �`6 OVER SCALED DIMENSIONS, CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSION`• AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING WITH THE FABRICATION, REMSONS / E.N. - 62XBLOCKING TYP. U EILING JSTS E. N. j @16' -OC TYP. W13 - 16d NAILS J PER STUD 2X FIRE 2X FIRE BLKG BLKG CEILING JOISTS 0 16"OC 2X CEILING JSTS @24" MAX USE SIMPSON "U" HANGER FOR SPAN OVER 12'-0" CEILING JOISTS (0) 24"OC �CEULU[Nl C`�?{ MQLL LPEJL�J(JH DD LEUJOL 3 /8"DIA. STUD BOLTS WELDED TO COLUMN@48"O.C.MAX.3 BOLTS MIN. PER COLUMN STEELTUBE COLUMN STEEL PIPE COLUMN 6. BACKFILLING SHALL NOT BEGIN UNTIL ALL 7, ADJACENT TO ALL OPENINGS THERE SHALL 10'-0"ol FORMWORK & DEBRIS HAVE BEEN REMOVED & BE 2-#5 BAR VERTICALLY THE FULL HEIGHT PLUMBING OR GENERAL UNTIL ADEQUATE LATERAL SUPPORT FOR THE OF THE WALL AND 2-145 BARS HORIZONTALLY GROUND LINE CONDUIT WALL BEING BACKFILLED HAS BEEN PROVIDED EXTENDING 2'-0' MINIMUM BEYOND THE EDGES 8"MIN (EXCEPT WALLS DESIGNED AS FREESTANDING OF THE OPENING, THIS SHALL INCLUDE DOOR CAST IRON SLEEVE 1❑. IT IS INTENDED THAT ALL WORK CONFORM TO THE RETAINING WALLS) AND SHALL HE POLACED IN OPENINGS, REQUIREMENTS OF THE APPLICABLE CODE, 201 6 LAYERS NOT EXCEEDING 8' IN DEPTH & Q PROVIDE DOWELS IN THE FOOTING FOR II I III 2"LARGER THAN PIPE EDITION OF CALIFORNIA BUILDING CODE AND TO COMPACTED AS FOR FILLING USING HAND OR EACH VERTICAL BAR, DOWELS SHALL HE THE OTHER APPLICABLE STATE AND LOCAL CODES BA K FILL PER TYPICAL AND ORDINANCES PNEUMATIC TAMPER. COMPACTION OF EACH SAME SIZE AS THE BPR ABOVE, SP CIFICATIONS I LAYER SHALL BEGIN AT EH WALL AND WORK ❑9, ALL SHORINGS FOR LINTELS SHALL REMAIN 2❑. THE CONTRACTOR SHALL VERIFY ALL AWAY FROM THE WALL TO PREVENT WEDGING UNDISTURBED FDR 7 DAYS AFTER POURING IN TY ICA NO PIPE ALLOW DIMENSIONS &JOB CONDITIONS RELATING TO OF THE WALLS. ALL CELLS, LINTELS SHALL BE FILLED WITH X TO PASS THROUGH THE PERFORMANCE OF THE WORK, ❑7, ALL GRADING SHALL BE ➢ONE UNIFORMLY GROUT, 3❑. SHOULD ANY CONDITION ARISE WHERE THE BETWEEN CONTROL ELEVATIONS & SUCH THAT 10, ALL HORIZONTAL BARS SHALL BE CHANNEL NO XCAVATIO FOOTING INTENT OF THE DRAWINGS IS IN DOUBT OR THE AREAS ARE DRAINED AS INDICATED ONT OR LINTEL BLOCKS, BEL W THESE v WHERE THERE APPAEARS TO BE AN ERROR ON HE PLANS, 9 ALL WALL CORNERS & INTERSECTIONS THE DRAWINGS OR A DISCREPANCY BETWEEN LINE 3'-0"MAX STEP FOOTING THE DRAWINGS & FIELD CONDITIONS, THE ALL GRADED AREAS SHALL HAVE THE ALL HAVE 1-#5 BAR VERTICALLY, O TOLERANCE OF PLUS OR MINUS 0.10 FEET. l VERYICAL CELLS TO HE FILLED SHALL SO THAT CONCRETE ENGINEER SHALL BE NOTIFIED AS SOON AS BUT OVERALL AREAS SHALL HAVE A VE VERTICAL ALIGHNMENT SUFFICIENT TO JC OFILL DOES NOT POSSIBLE FOR PROCEDURE TO BE FOLLOWED, TOLERANCE OF ZERO, MAINTAIN A CLEAR UNOBSTRUCTED VERTICAL IF THE CGNTRACTOR PROCEEDS WITH THE ❑9, ALL GRADES AROUND THE PERIMETER OF E CELL MEASURING 2'X3'. z. -5,; -EXCEED 3'-0" WORK SO AFFECTED WITHOUT INSTRUCTIONS BUILDING SHALL SLOPE AWAY FROM THE 1[4 UNLESS OTHERWISE INDICATED, ALL FROM THE ENGINEER, THE CONTRACTOR SHALL BUILDING TO PREVENT WATER FROM ENTERING EXTERIOR JOINTS SHALL BE TOOLED 90% 2 MAKE GOOD ANY RESULTING DAMAGES OR THE BUILDING OR PONDING A➢GACENT TO CONCAVE, & INTERIOR JOINTS SHALL BE DEFECTS, THIS INCLUDES TYPOGRAPICAL FOOTING, STRUCK FLUSH & BACKED, OPTIM U ERRORS IN THE SPECIFICATIONS & 10 THE CONTRACTOR SHALL BE REPONSIHLE 14 NO PIPING OTHER THAN CONDUIT SHALL z NOTATIONAL ERRORS IN THE DRAWINGS WHERE DENSITY CONCRETE FILL SAME FOR OBTAINING & PAYING FOR ALL REQUIRE➢ EMBEDDED IN THE BLOCK UNLESS DOUBTFUL THE OF INTERPRETATION. PERMITS &COMPLIANCE WITH ALL APPROVED THE ENGINEER. WIDTH FOOTING & IN THE CASE WHERE TWO DR MORE RPPLICAHLE CODES &ORDINANCES. IS ALL BOLTS, ANCHORS, ETC. INSERTED IN -SUFULL WIDID KITH OF TRENCH, DETAILS APPLYING TO THE SAME PART OF THE WALL SHALL BE SOLID GROUTED IN PLACE FILL BEFORE THE WORK ARE IN CONFLICT THE MOST DESIGN TRIT RIA, PLACE, RESTRICTIVE SHALL GOVERN UNLESS CLARIFIED OR OTHERWISE APPROVED BY THE 3Al SEISMIC: LAT.=gg71 ' LONG= -11789g7 16 SPACES AROUND METAL DOOR FRAMES & FOOTING IS PLACED ❑ ENGINEER, Ss=ll?$1 ;51=OI(,j7 ;Fa=1.0 ;Fr -1.5 OTHER BUILT-IN ITEMS SHALL BE FILLED Sds=IJr94;Sd1=6 G ;R Q5 SOLIDLY WITH GROUT DR MORTAR. 5, THE CONTRACTOR &EACH SUBCONTRACTOR 31 'I=(O ' 17 WHERE CONCRETE BLOCK WALLS ABUT SHALL CAREFULLY EXAMINE THE CONDITIONS Ce=0.165 (strength level);p=1.3 CONCRETE WALLS, THERE SHALL BE DOWELS NOTE: FOR PIPES MORE THAN '- TRENCH AFFECTING HIS WORK BEFORE PROCEEDING & 3 0" BELOW BOTTOM OF FOOTING TRE C WIND: ULT. WIND SPEED 190 mph; EXPOSURE C EMBEDDED IN & E%TENDING OUT FROM THE MAY BE BACKFILLEDSHALL REPORT TO THE ENGINEER ANY WITH COMPACTED FIL PER SPECIFICATION. DC CONDITION WHICH WOULD PREVENT THErf.ati�=e5m(�pwL4Wp- corvcRETE WALL WITH A MINIMUM OF 2•-0•, NOT TRENCH BENETH FOOTING AFTER FOOTING HAS BEEN POURED. PROPER & LEGAL COMPLETION OF HIS WORK, ROOF: DEAD LOAD=1''J.O psf; LIVE LOAD --70.0 psf THEY SHALL BE THE SAME SIZE & SPACING NOT REPORTING ANY SUCH UNSUITABLE FLOOR:DEAD LOAD=12;0 psf; LIVELOAD--10.0 psf AS THE HORIZONTAL BARS IN THE MASONRY PIPE SL EVE CONSITION WILL CONSTITUTE ACCEPTANCE OF PW'CI)VILOADs - WALLS TO WHICH THEY WILL HE LAPPED, ALL CONDITIONS BY THE CONTRACTOR AND/OR SUBCONTRACTOR. EQUIVALENT FLUID PRESSURE Cpsf/ftJ APPROVAL OF SHOP DRAWINGS MEANS ACTIVE (LEVEL) NONE I1, ALL STRUCTURAL STEEL SHALL CONFORM !A ACTIVE (2d) '�j PBRIC AI OF GENERAL METHOD OF ASTM A-36 &SHALL HE FABRICATED & FABRICATION ONLY. DIMENSIONS & PASSIVE ERECTED IN ACCORDANCE WITH AISC z POUR JOINT QUANTITIES MAY NOT BE CHECKED & ,.WECIFICATIONS. U.O,N. Q= APPROVAL OF SHOP DRAWINGS DOES NOT CONCRETE 12.1 ALL PIPE COLUMNS SHALL CONFORM TO a RELIEVE THE CONTRACTOR FROM COMPLIANCE ASTM A-53 GRADE 'B', WITH THE REQUIREMENTS OF THE DRAWINGS & 1, CONCRETE MIX DESIGNS SHALL BE MADE BY O ALL FABRICATION SHALL BE DONE BY ❑ SPECIFICATIONS UNLESS SPECIFICALLY SO LICENSED STEEL FABRICATORS, INDICATED IN THE APPROVAL. AN APPROVED LABORATORY FOR ALL Rif ALL WELDING SHALL BE DONE BY I7,WHERE SHOP DRAWING SAMPLES OR OTHER CONCRETE HAVING A COMPRESSIVE STRENGTH `CE'RTIFIED WELDERS, USING THE ELECTRIC '�J OF Pc -2500 sl OR MORE & SHALL BE HLL 13E S ARE REQUIRE➢ FIVE OF OF EACH P ARC PROCESS & E-70 ELCETRODES, SHALL BE SUBMITED. THREE (3) OF WHICH SUBMITTED TO THE ENGINEER FOR APPROVAL Q CONTINUOUS INSPECTION IS REQUIRED FOR -"' BEFORE USE, WILL BE RETURNED TOT HE CONTRACTOR. ALL FIELD WELDING. ALL CEMENT SHALL HE TYPE `W z ALLOW MINIMUM OF ONE WEEK CHECKING TIMECONTRACTOR SHALL BE RESPONSIBLE FOR ui BY THE ENGINEER. WATER/CEMENTE15Y/ALL TEMPORARY BRRCING, z F- 2❑. CONCRETE DESIGN SIGN U ULTIMATE COMPRESSIVE FSI O _ e❑, SEE MECHANICAL, PLUMBING & ELECTRICAL STRENGTH AT 28 DAY SHALL BE AS FOLLOWS' (-7_] BOLTS SHALL CONFORM TO ASTM A-307 PIPE SIZE DRAWINGS FOR SIZE &LOCATION OF ALL LESS OTHERWISE NOTED ON PLANS, o w ----- OPENINGS REQUIRED FOR DUCTS, PIPES & SLAB ON GRADE, CURB, ETC ..........Pc -1'Y',500 PSI NJ SHOP DRAWING SHALL BE SUBMITTED TO z PLUS 2" FOOTINGS ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,f'c�500 PSI PIPE SLEEVES, ELECTRICAL CONDUCTS, & s• STRUCTURAL ENGINEER &APPROVED PRIOR TO PILES & PILE CAPS,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,f'c= PSI OTHER ITEMS TO BE EMBEDDED IN CONCRETE FABRICATION. OR OTHERWISE INCORPORATED IN STRUCTURAL RAISED SLABS............................................f'c= PSI [OGALVANIZED STEEL SHALL CONFORM TO WORK. COLUMNS ........ ................... ......... ............. ......... f'c= PSI THE STANDARD SPECIFICATIONS FOR PUBLIC n WALLS...............................................................f'c= PSI `� ALL CONDITIONS SHOWN DR NOTED AS WORKS CONSTRUCTION, GALVANIZING SHALL 9" MI 9" MIN EXISTING ARE BASED ON BEST INFORMATION BE ACCOPMPLISHED AFTER STEEL PARTS CURRENTLY AVAILABLE AT THE TIME OF,HAVE BEEN GALVANIZED. PREPARATION OF THESE DRAWINGS. NO LUQ, ALL STRUCTURAL STEEL OF W, S, M 24" MIN WARRANTY IS IMPLIED AS TO THE ACCURACY THE MAXIMUM SIZE AGGREGATE SHALL BE SHAPES SHALL BE ASTM A299 - GRADE 50, OF SAME, HOWEVER, CONTRACTOR IS TO 3/4' FOR SLABS & WALLS LESS THAN 8' IN UA,N, FIELD VERIFY ALL CONDITIONS, SHOULD THICKNESS & 1' FOR WALLS B' OR THICKER, NOTE: FOOTING SHALL BE STEPPED. SO THIS DIMENSION DOES NOT IN LEAST DIMENSION, CONDITIONS THE BECOME APPARENT WHICH DIFFER rr�� WOOD EXCEED 3'-0" IN ANY CASE. FROM THE BROUGHT IDNS SHOWN HEREIN THEY L'•1 THE SLUMP OF TE CONCRETE SHALL HE � SHALL BE BROUGHT 70 THE IMMEDIATE THE MINIMUM THAT HE PRACTICAL, WHEN `17 6' LARGERBOLT SIN WOOD SHALL THAN THE NORMALBSOLT 2' TO ATTENTIOC� U ULY�V''�-.`LS IY�Lr'I� L=,.1LIV© �WL�IJV `�U'U ©L5�L�1�IS LJ ENGINEER). OTHETHE ARCHITECTt TRUCTURALRAL VIBRATORS ARE USED TO CONSOLIDATE THE CONCRETE, THE SLUMP SHALL EXCEED 4' DIAMETER. ALL BOLTS SHALL HAVE STANDARD ENGINEER) WILL THEN PREPARE ADDITIONAL OTHERWISE THE SLUMP SHALL NOT EXCEED 6" CUT WASHER UNDER HEAD & NUT UNLESS DRAWINGS AS MAY HE NEEDED TO 5❑. THE MAXIMUM SIZE OF THE AGGREGATE OTHERWISE NOTED. 2x STEM WALL 31,"MAX.(SEE NOTE 2) ACCOMMODATE THE CONDITIONS AS BROUGHT SHALL NOT BE LARGER THAN ONE-FIFTH OF 2❑, PROVIDE 2X SOLID BLOCKING BETWEEN FORMS TO THEIR ATTENTION, THE NARROWEST DIMENSION BETWEEN SIDES JOISTS & RAFTERS AT ALL SUPPORTS. CONTINUOUS MANDATORY CONSTRUCTION 10 ARCHTIECTURAL & MECHANICAL PLANS ARE OF THE FORMS WITHIN WHICH THE CONCRETE BLOCKING SHALL BE ONE PIECE & FULL MIN. CLEAN OUJT CONSIDERED A PART OF THE STRUCTURAL IS TO BE CAST, NOT LARGER THAN DEPTH OF THE JOIST OR RAFTER, JOINT DESIGN DRAWINGS & ARE TO BE USED TO THREE -FOURTH OF THE MINIMUM CLEAR I3,I ALL BOLTS SHALL BE RETIGHTENED PRIOR DEFINE DETAIL CONFIGURATIONS INCLUDING SPACING BETWEEN REINFORCING BARS & `T[j THE APPLICATION OF SHEATHING, 6" MIN 2x PLANKING TYP. BUT NOT LIMITED TO RELATIVE LOCATION OF FORMS. FOR UNREINFORCED SLAB THE PLASTER, ETC, MEMBERS, ELEVATION, LOCATION OF ALL MAXIMUM SIZE OF THE AGGREGATE SHALL NOT ® EACH SHEET OF PLYWOOD SHALL BE OPENINGS, ETC, BE LARGER THAN ONE-THIRD OF THE SLAB IDENTIFIED BY A REGISTERED STAMP OR 11. THE CONTRACT DRAWINGS & THICKNESS. BRAND DF THE DOUGLAS FIR PLYWOOD SPECIFICATIONS REPRESENT THE FINISHED © READY MIXED CONCRETE SHALL HE MIXED & ASSOCIATION. STRUCTURE UNLESS OTHERWISE SHOWN, THEY DELIVERD IN ACCORDANCE WITH THE Q PLYWOOD FOR ROOF SHEATHING SHALL BE DO NOi INDICATE THE METHOD OF REQUIREMENTS SET FORTH IN THE STANDARD CDX, USE EXTERIOR TYPE, MINIMUM -C- GRADE FORMWORK NOT - - CONSTRUCTION, THE CONTRACTOR SHALL SPECIFICATIONS FOR READY MIXED CONCRETE WHERE PLYWOOD IS EXPOSED TO WEATHER, PERMITTED BELOW 6" CUT BACK SUPERVISE & DIRECT THE WORK AND SHALL ASTM C-94', PLYWOOD FOR FLOOR SHEATHING SHALL HE GRADE UNLESS I- I BE SOLELY RESPONSIBLE FOR ALL SEQUENCES 7❑. REINFORCING BARS SHALL BE CDX & SHALL HAVE APPROVED TONGUE & FULLY FORMED - STALL & PROCEDURES, OBSERVATION VISITS TO INTERMEDIATE GRADE, DEFORMED BARS GROOVE. ALL PLYWOOD SHALL CONFORM TO THE SITE BY FIELD REPRESENTATIVES OF CONFORMING TO ASTM A615 GRADE 60. U.S. PRODUCT STANDARS DOC PS 20, STAKES NOT THE ARCHITECT (OR STRUCTURAL ENGINEER) UNLESS OTHERWISE NOTED.I6,I ALL WOOD BEARING ON CONCRETE OR DO NOT INCLUDE INSPECTIONS OF THE I� . EXCEPT WHERE INDICATED OTHERWISE ALL `M'A PERMITTED PROTECTIVE MEASURES OF THE PROCEDURES REINFORCING SHALL BE HENT & PLACED IN SDNRY SHALL BE PRESSURE TREATED WITHIN FOOTING FOR SUCH METHODS OF CONSTRUCTION, ANY ACCORDANCE WITH THE 'CODE OF STANDARD DOUGLAS FIR, SUPPORT SERVICES PRACTICE & THE SPECIFICATION FOR PLACING STRUCTURAL MEMBERS SHALL NOTBE CUT FOR PIPES ETC, UNLESS SPECIFICALLY SECTION AL PERFORMED BY THE ARCHITECT (DR REINFORCING STEEL OF THE CONCRETE . DETAILED, REINFORCING STEEL INSTITUTE'. STRUCTURAL ENGINEER) DURING CONTINUOUS & 9, MINIMUM CLEAR DISTANCE BETWEEN BARS Q CROSS BRIDGING SHALL BE PROVIDED AT EXCAVATION MUST BE SHALL BE DISTINGUISHED SER FROM CONTINUOUS & ❑ 8'-0' CENTER TO CENTER, MAXIMUM FOR ALL KEPT CLEAN AND FREE DETAIL INSPECTION SERVICES WHICH ARE SHALL BE WIRE. JOISTS & RAFTERS HAVING A DEPTH OF MORE FURNINSHED BY OTHERS, THESE SUPPORT 10 WELDED WIRE MESH SHALL CONFORM TO OF DEBRIS THAN 8'. SERVICES WHICH ARE FURNISHED BY THE ATM A165, Q ALL NRILS SHALL BE COMMON, NAILING NOTE: 1. FOUNDATION CONCRETE MAY BE PLACED DIRECTLY INTO NEAT ARCHITECT(STRUCTURAL ENGINEER), WHETHER 11 WHERE BARS ARE SPLICED THEY SHALL BE SHALL BE PER CHAPTER 23 OF THE OF MATERIAL OR WORK & WHETHER LAPPED PER CLASS H OF ACI CURRENT CODE,. CALIFORNIA BUILDING CODE, EXCAVATION, PROVIDED THE FOUNDATION TRENCH WALLS ARE PERFORMED PRIOR TO, DURING, OR AFTER 10 ALL STRUCTURAL LUMBER SHALL BE STABLE AN COMPLETION OF CONSTRUCTION ARE D DETERMINED BY ARCHTECT (STRUCTURAL ENGINEER) 12 MINIi4UM CONCRETE COVERAGE OF BARS DOUGLAS FIR LARCH OF THE POLLOWING SUBJECT TO THE APPROVAL OF THE OFFICE OF STATE ARCHITECT. PERFORMED SOLELY FOR THE PURPOSE OF ALL BE 3' WHERE CONCRETE IS POURED GRADE, CONFORMING TO STANDARD GRADING ASSISTING IN QUALITY CONTROL & IN AGAINST EARTH, 2' WHERE FORMED BUT IN RULES FOR WEST COAST LUMBER, UNLESS 2. PROVIDE 3q" STARTER WALL OR ALL CONCRETE AND MASONRY ACHIEVING CONFORMANCE WITH THE CONTRACT CONTACT WITH EARTH, 1' IN WALL BEAMS & NOTED OTHERWISE, (DOC P20) WALLS FOOTINGS BELOW GRADE. DRAWINGS & SPECIFICATIONS. BUT THEY DO COLUMNS AND 3/4' FOR FORMED SLABS. 2X RAFTERS OR JOISTS.. ..... ........ NO, 2 OR 7 NOT GUARANTEE CONTRACTOR'S PERFORMANCE 13STFORMS RURBEDSHALL 40 HOURS MOV SUPPORTING BETTER & SHALL NOT BE CONSTRUDED .( %�.�LT�U�QL [�O�D[n�DQ400[n� G�CGdC O[n�C SUPERVISION OF CONSTRUCTIONS 3K MEMBERS ................. ....NO. 2 DR LETTER °' d O D fl 0 Ol � C' VERTICAL SURFACES OR 7 DAYS WHEN 4X HEADERS OR BEAMS... ....,,,..NO, 2 OR BETTER 12 DRAWINGS INDICATE GENERAL & TYPICAL SUPPORTING BEAMS & SLABS, 6X OR GREATER., I OR BETTER DETAILS OF CONSTRUCTION, WHERE 1H ALL SLABS ON GRADE SHALL HAVE POST OR TIMBERS...................NO, 1 OR BETTER CONDITIONS ARE NOT SPECIFICALLY CONTRACTION JOINTS AT NOT MORE THAN LAMINATED BEAMS...................DF/DF 24F -V4 INDICATED BUT ARE OF SIMILAR CHARACTER 12'-0' APART, THESE JOINTS MAY BE POUR 11 STUDS MAY BE BORED TO 40Y OF WIDTH 2-tOdNAILS 2x PLATE TO DETAILS SHOWN, SIMILAR DETAILS OF JOINT WITH AT LEAST TWO HOURS BETWEEN MAXIMUM, EXCEPT INTERIOR NONBEARING PER BLOCKING CONSTRUCTION SHALL HE USED SUBJECT TO ABUTTING POURS OR 3/4' DEEP SAWED THE STUDS WHICH MAY BE BORED TO 60% OF REVIEW BY THE ARCHITECT (STRUCTURAL SAME DAY THE SLAB IS PUKED, OR A WIDTH MAXIMUM WHEN EACH BORED STUD IS 2x BLOCKING ENGINEER), WEAKENED JOINT MADE BY A STRIP OF DOUBLED WITH NOT MORE THAN TWO Z<B 4 i6d?JAI. 2X STUDS 13 U.N.O. INDICATED UNLESS NOTED PLASTIC EMBEDDED 1 1/2' MINIMUM INTO THE SUCCESSIVE DOUBLED STUDS, TYR PER PLA E: r OTHERWISE, SLAB, ❑12 IN NO CASE SHALL THE EDGE OF A BORED I 1 Y 15 ALL SLABS UNLESS OTHERWISE INDICATED H❑LE BE NEARER THAT 5/8' TO THE EDGE OF SH q ALL HAVE A STEEL TROWEL FINISH & BE THE STUD, SILL PLATE 1 /'I SOIL LEVEL TO WITHIN 3/16' IN ANY 10 FEET. 13 BORED HOLES SHALL NOT BE LOCATED AT © SLABS SHALL BE CURED BY KEEPING E SAME SECTION OF STUD AS CUT OR \ 2-166 END 1❑, FOR SUBSURFACE CONDITIONSCONTINUOUSLY WET FOR FOUR POUR DAYS NOTCH, & ' NAILS,T FOUNDATION RECOMMENDATIONS THE SOIL AFTER POURING DR BY SEALING SURFACE 141 PROVIDE MINIMUM DOUBLE JOISTS UNDER - - '- PRESSURE SHALL BE 1500 PSF PER CHAPTER WITH THOMPSON'S WATER SEAL, OR APPROVED PARALLELED PARTITIONS, , 18 OF THE C.R.C. UNLESS A WRITTEN REPORT EQUAL. 1© SIMPSON HARDWARE MAY SUBSTITUTE IS PROVIDED, 17 ALL EXPOSED SURFACES SHALL BE OTHER APPROVED HARDWARE, HARDWARE MUST Q WHEN A WRITTEN REPORT OF THE FORMED WITH SANDED PLYWOOD & ANY FINS HAVE ICC APPROVAL, INVESTIGATIONS IS REQUIRED BY THE OR OTHER PROJECTIONS SHALL BE REMOVED, 16 ALL LUMBER SHALL HAVE MOISTURE BUILDING OFFANY VOIDS SHALL BE FILLED. THE ENTIRE CONTENT OF 19% OR LESS AT TIME OF OFFICIAL IT SHALL INCLUDE BUT z NOT LIMITED IC SUBSURFACE CONDITIONS, SURFACE SHALL BE 'SACKED' TO PROVIDE A INSTALLATION. UNIFORM ATTRACTIVE FINISH, ®7 ANCHOR BOLTS SHALL HE ZMAX (GI85 RECOMMENDATIONS FOR FOUNDATION TYPE, 18 BOLT INSERTS IN EXISTING CONCRETE ASTM A653) OR HOT -DIP GALVANIZED (ASTM DESIGN CRITERIA, BEARINGCAPACITY, EXPANSIVE SOILS & THE EFFECT OF SHALL BE OF THE TITAN HD TYPE IN AI53). PREDRILL HOLE AS MANUFACTURED APPROV BY ADJACENT LOADS & DIFFERENTIAL 08 ALL WOOD SHALL COMPLY WITH NDS 2007, SETTLEMENT, SIMPSON STRONG TIE, DR APPROVED EQUAL CDMPANY(r-A-IC�iALAS APPROVED BY THE STRUCTURAL ENGINEER GLU-LAM BEAM REPORT #__________ DATE & BUILDING DEPARTMENT, THOSE BOLTS MUST HAVE I,C,C, APPROVAL, DESIGN HEARING CAPACITY_ i�C-_0_L�5_ _ ¢ ___ I1.IALL FABRICATION &WORKMANSHIP SHALL ANCHOR BOLT AND THE REPORT SHALL HEA PART OF THE MASONRY '1g0 IN CONFORMANCE WITH THE CURRENT FOOTING COINCIDED PROJECT, EDITION OF THE STANDARD SPECIFICATIONS UNTH STUD 3❑, STIE PREPARTATION SHALL BE IN nFOR STRUCTURAL GLUED LAMINATED DOUGLAS ACCORDANCE WITH RECOMMENDATIONS '9](A LIGHTWEIGHT UNITS CONFORMING TO ASTM FIR (COAST REGION) LUMBER BY THE WEST CONTAINED IN THE FOUNDATION COAST LUMBERMAN'S ASSOCIA-TI.°Bc,F� INVESTIGATION. CURRENT EDITION OF TIMBER c:unSS1IRR IDN. ❑ 2. REINFORCING STEEL SHALL BE AS PER ALL GLUED LAMINATED MEMBERS SHALL n SITE,THE INVESTIGATION iN COMBINATION 24F -V4 WITH WATERPROOFE NCRETE WORK. _ IF��1(1/�/� _f1 f1 /Irr /��r��\CC�����c F-�f1 f1 /n� �f7 /�_ ,IS3. ALL CELLS HERE OTHERWISE REINFORCING ALL (3 7171 IJ\`'.>!'_\L vUMD V(JUV QTNu vuoo IM QU SPECIFICATIONS ICATIONS &UIOTHERWISE INFORM CANS & TTNTELS, OR WHERE OTHERWISE NGROU CONFORMING OTO THENOCBC RSTAN➢ RD. GLUE CP� ��i SHALL BE FILLED SOLIDLY WITH GROUT IN OTHERWISE HIMSELF OF THE CONDITIONS AFFECTING HIS LIFTS NOT EXCEEDING 8' WITH CLEANOUT `{{'{ENLESS MEM ERSECIFIED SHALL13E INDUSTRIALNISH OF WORK & HIS SUBMISSION OF A HID SHALL BE HOLE. INDICATIVE OF TPE ACCEPTANCE OF THE MORTAR SHALL CONSIST OF ONE PART APPEARANCE GRADE IN CONFORMANCE WITH TE CONDITIONS, RTLAND CEMENT, TWO PARTS HYDRATED THE STANDARD APPEARANCE GRADES OF THE 15.1 TESTS & INSPECTIONS AS COALLED FOR IN Ad.T,C. COUNTERSINK BOLT CUT 16d 4"O.C. ifi COME OR LIME PUTTY & VOLUME OF SAND E.N. @ E FOUNDATION INVESTIGATIONS SHALL BE NOT LESS THAN 2, NOR MORE THAN 3 TIMES 4, MANUFACTURER SHALL SUBMIT COMPLETE PLYWOOD SHEAR TYP. CARRIED OUT THROUGHOUT THE COURSE OF OP DRAWINGS TOTE ENGINEER FOR THE SUM OF THE VOLUMES OF CEMNT & LIME WALL TYP. THIS WORK BY A FOUNDATION ENGINEER, THE USED, MORTAR SHALL BE TYPE 'M' OR 'S" APPROVAL PRIOR TO ANY FABRICATION & COST OF SUCH TESTS WILL BE BORNE BY SHALL SUBMIT CERTIFICATES OF COMPLIANCE 5, GROUT SHALL CONSIST OF ONE PART THE CONTRACTOR, COPIES OF ALL TEST RTLAND CEMENT, 3 PARTS SAND, 2 PARTS FOR EACH MEMBER IN ACCORDANCE WITH THE REPORTS SHALL BE DISTRIBUTED BY THE GRAVEL, GROUT SHALL HAVE A MINIMUM C.B.C. 2x STUD TYP. OWNER, ARCHITECT, ENGINEER, CONTRACTOR & PARALLAM (2.OE) PSL ICC#Ij'""j BUILDING DEPARTMENT. COMPRESSIVE STRENGTH fc-2000 PSI. 6x POST 6" WALL \ ISI VERTICAL REINFORCING SHALL BE LOCATED Fv = 290 psi @ E N 'OT THE CENTER OF THE WALL UNLESS Flo - 2900 psi 4x POST@4" WALL OTHERWISE INDICATED &SHALL BE HELD IN E = 2.0X10^6 psi POSITION AT NOT TO EXCEED 8'-0', SIMPSON HOLD DOWN MirRbl.O�'i.(IAE) ICe#I'a"i PER 2X4 LAT CLIPS@48"O.C. TUBE COLUMN 2x STUD PIPE COLUMN 2x STUD \ 4 v SOLID WOOD BLOCKING 10"LONG@EACH BOLT I E.N_ COUNTERSINK BOLT CUT - TYP. _J -PLYWOOD SHEAR WALL TYP. EN W COLUMN x4FLAT 1 /2"CLEAR - 16d@4"O.C.TYP. ��'IxNAILER 24"O. C. PLATE TO JOIST DOUBLE DOUBLE 2z STUD TYP. PLATE W/16d NAILS PLATE 6x6 POST@6" WALL STUD WALL @16-O.C. STUD WALL 5/8"DIA. STUD BOLTS WELDED 4x4 POST@4" WALL TO COLUMN@48"O.C.MAX.3 SIMPSON HOLD DOWN BOLTS MIN. PER COLUMN JOIST PARALLEL TO WALL JOIST PERPENDICULAR TO WALL "VV' COLUMN 7Ip0cc, L wo U -B. [gin H(AWHO K -10m, l_rai9 null �' � � e d 77 p�C� a L� (: L ]CSG �C , �.�Cr� fv�fi1 u. -- I (C�U[LUM �C�jUd � 5 5i �77[�OC�LaC� ��[�C�L C�C�LC�J�iI[� �[� � u MD �LaLL Moo LDD(ODMH IV'N [2- THE ABOVE DRAWINGS AND SPECIFICATIONS TYP. AND IDEAS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF DEJ AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT E.N. FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF DEJ STRUCTURAL CONSULTING. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CDNSTITUDE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS, WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE �`6 OVER SCALED DIMENSIONS, CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSION`• AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING WITH THE FABRICATION, REMSONS BY U Z J z 0 CD CL C4 N U W CN LL_ Q �- � C J 0 v) LLJ W w z d W c� �- - z W �J, i Z LD W 0 a - DAM SCALE NOT TO SCALE 2a OB NO. SNEEL STRUCTURAL GENERA'_ NOTES LJ 41 I PLYWOOD SHEAR WALL PER PLANS. SIMPSON H2 ® 48" O.C. 2X LEDGER W/2 -16d PER STUD & 3-16d PER BLOCK. 2X STUDS ® 16" O.C. 2X RAFTERS ROOF SHEATHING I 2X PLATE W/16d B.N. TYP. I ®8" O.C., UNO. FLOOR SHEATHING EN, TYP. 8N, TYP. 2X BLOCKING I IN � / BEAM 0 172X FJ // TO WALL SEE PLAN ® 17p 2X BLOCKING ® 48" O.C. 2X BLOCKING W/ 3-16d, UNO. I '�M[F=Z%n v[R3/%M31r1F=n -2X PLATE W/ 16d 0 8"ac. SIMP,LTP5 024" O.C. UNO. SEE SHEAR WALL SCHEDULE. - 2X BLOCKING 7=ly FLOOR SHEATHING 2X FLOOR JOISTS 2-2X JOISTS (3 -JOISTS) W/16d ® 12" O.C. ® TOP & BOTTOM. — -2X PLATEW/ ® e" O.C., UI FLOOR SHEATH 2X BLOCKING 3-16d, UNO. FLOOR SHEATHING 2X FLOOR JOISTS � 2X BLOCKING 0 48" O.C. 2X BLOCKING W/ 3-16d, UNO. — 2X STUDS ® 16" O.C. - 2X PLATE W/16d ® 8" O.C., UNO. FLOOR SHEATHING 2X FLOOR JOISTS -, SIMP.LTP5 1 024" D.C. UNO. SEE SHEAR WALL SCHEDULE. 2X BLOCKING W/ 3-15d, UNO. — EN, TYP. BN, TYP. 2X BLOCKING SIMP.LTP5 024" O.C. UNO. SEE SHEAR WALL SCHEDULE. AY POST. U.O.N. I SHEAR WALL NAILS TO POST OF HD. HDU, SEE PLANS — J SSTB. UNO. —1 2X STUDS ® 16" O.C. - 2X PRESSURE TREATED °W/5/8"O ANCHOR BOLTS o ° W/3'X3"X0.25" STEEL ° o PLATE WASHERS °a01 II N 48" O.C. U.O.N ® X 1.875 o •- j • o - r/ O J o • m o SSTB ESR 2611 Le HOLDDOWN 5 8 dia. S5T620 21 HDU2 OR HDU5 17/8" dia. SSTB28 25" HDUB 17/8" dia. SSTB34 29" HDUII 15;' MIN. 1.5" MIN. U J 2#5 ®TOP &BOTTOM TYP. SEE PLA X24" LONG. MIN. M NOTE: DEEPEN FOOTING IS REQUIRED FOR THE LONGER HOLDDOWN BOLT(SSTB). MINIMUM 8" EXTENDED ON EACH SIDE FROM THE BOLT AND MINIMUM 3.5" CLEAR FROM BOTTOM OF THE BOLT. SIMPSON STRAP SEE PLANS. rEg 2-2X STUDS OR 4X POST, SEE PLANS 2X STUDS ® 16" O.C.POST SEE PLAN FLOOR SHEATHING 2X STUDS ® 16" O.C. SIMP. CBSQ 2X PLATE W/16d 2X PLATE W/16d ®8" O.C.. UNO. ®8" O.C., NO. CONCRETE SLAB X FLOOR SHEATHING FLOOR SHEATHING FLOOR SHEATHING J E 00 _ 2X FLOOR JOISTS EN, TYP. EN, TYP. BN, TYP. BN, TYP. i BN, TYP. ! 3" min. BENT 2X BLOCKING 2X BLOCKING BEAN, SEE PLAN FLOOR JOISTS -i #4 BENT PASS SIMP.LTP5 SIMP.LTP5 SIMP.LTP5 THRU BASE CAP ®24" O.C. 024" O.C. ®24" O.C. UNO. SEE UNO. SEE #4 ® 1O" O.C. STRAP AT BEAM STRAP BETWEEN FLOOR UNO. SEE 2X BLOCKING EACH WAY. UNu. - SIMPSON SD COMMON SHEAR WALL a 48" O.C. SHEAR WALL SHEAR WALL STRAP L1 (MIN) SCREW ® L1 ALLOW (#) STRAP L NAILS PER L ALLOW (#) / SCHEDULE. SCHEDULE. TYP. SCHEDULE. MST48 11.25" 13- 10X2.5 4472 MST48 15" 16-16d 3609 2X BLOCKING W/ 2X BLOCKING W/ 2X BLOCKING W/ # # I # 3-16d, UNO. 3-16d, UNO. 3-16d, UNO. BEAM OR HEADER MST48 9,25' 10-#10X2.5 3440# MST60 21" 23-16d 4800# WHERE OCCURS I SEE PLAN MSTC66 24" 32-16d 5860# MSTC66 24" 32-16d 5860# _ LINE OF SOIL Z N C rt 2X STUDS ® 16" O.0 PLYWOOD WHERE OCCURS EN. WEEP SCREED z 7" MIN. 1.75"MIN. co I I IF, I—I h Z II • II IIIII N 11 11 I -TTI III—III 0 U 15" MIN 2X PRESSURE TREATED W/5/8"¢' ANCHOR BOLTS W/3'X3'XO.25" STEEL PLATE WASHERS 48" O.C. U.O.N. -36" MIN. LAP, TYP. 2#5 0 TOP & PLYWOOD WHERE OCCURS 15" MIN _ 03C M wmp o numo 1�umm Oman umm) En (�5 oaiFun unam"apla o oa 0) 9 Mvlc noon IMQTMc� R HANDRAIL n X O 0 0 _ 24" MIN LAP 2X STUDS ®16" D.C. 2X STUDS ® 16" O.C. 2X STUDS ® 16" O.C. 2X PRESSURE TREATED PLYWOOD WHERE OCCURS N 6" MIN. #a ®ae" O.C. CONCRETE SLAB 1-1/2" SQ. X 10 GA. OTHERWISE O T AT O O 2X PLATE W/16. 2X PLATE W/16d (E)CONCRETE FOOTING. W/5/8"0 ANCHOR BOLTS 48" O.C. UNLESS OTHERWISE NOTED. ®8" O.C., UNO. BN• TYP. ®8" O.C., UNO. W/3•X3 ASHER STEEL EN, TYP. PLATE WASHERS 48" O.C. U.O.N- z FLOOR SHEATHING FLOOR SHEATHING EN. z 0.75" TYP. FLOOR SHEATHING 5Eve O 2X FLOOR JOISTS 2X DECK JOISTS 2X FLOOR JOISTS > - EN, TYP. 36' MIN. LAP, TYP. 3.5"X3.5"X0.375" THICK BN, TYP. N N1 STEEL PLATE W/4-0.375" i" MAX. Q FLOOR JOISTS DIA. X 8" LONG LAG SCREWS. I p I 2X FLOOR JOISTS CJ 2X CAP W/ EASED EDGES PARALLEL TO WALL. c � I #3 ®18" O.C. UNO. — SIMPSON EPDXY 11- 2X BLOCKING 2X BLOCKING —1 I I—) 2X BLOCKING W/ 16 NAILER O- I 1 1-111 1 1 4-16d. 16d ®12" O.C. SOLID BEAM. I I ® N SIMP.LTP5 SIMP.LTPS ®24" O.C. 024" O.C. x 2X BLOCKING JW/ UNO. SEE 2X BLOCKING JW/ UNO. SEE —31 3-16d, UNO. SHEAR WALL 3-16d, UNO. SHEAR WALL FINISHED SURFACE. SCHEDULE. SCHEDULE. 2#5 ®TOP BOTTOM SIMPSON HANGER Z I III—III -t 2X STUDS ® 16" O.C. WALL BELOW WHERE OCCURS ®� 15" MIN —J — T �aooao M �a [Ea[2 U[RjaHg[Foa[Ean U[R]affloF �n M 4X POST. U.O.N. 2X STUDS ® 16" O.C. 24" MIN LAP 2X STUDS ®16" O.C. FLOOR SHEATHING 2X PLATE W/16d (E)CONCRETE Fl)OTING.-- PLYWOOD SHEAR WALL 2X FIOOft JOISTS ® 8" O.C., UNO. PLYWOOD WHERE OCCURS W/ EDGE NAILS TO POST OF HD. 2X PRESSURE TREATED - 2X STUDS ® 16" D.C. SIMPSON U HANGER. 6" MIN. W/5 8"0 ANCHOR BOLTS SIMPSON HDU, SEE PLANS - U.N.O. SEE PLAN EN, TYP. #4 ®48" O.C. W/3'X3 ASHER STEEL BN, TYP, TYP CONCRETE PLATE WASHERS FOOTING 48" O.C. U.O.N. 2X PLATE W/16d Z B" O.C., N0. BN, TYP. EN. SIMPSON SET -XP UNO.- THREAD ROD SIZE PER HDU. EN, TYP. - �— (E) CONT. FOOTING 2#4 ®TOP AND BOTTOM, TYP. FLOOR SHEATHING BEAM, SEE PLANS. F 4 iD 2X FLOOR JOISTS 2X DECK JOISTS - , 36" MIN. LAP, TYP. 12" MIN. LONG EACH SIDE FROM W/ SIMPSON U HANGER. EN, TYP. CENTER OF THREAD ROD. 1" v__ x MAX. T a. 1.875" i. 1.75 MIN. JOISTS Q TO BEAM 4 I . �1 � a III III— • —III—III —III—I z 2X BLOCKING W/ I I—III I I-1111 a o i0 SOPS N U HANGER. UNO. BEAM, SEE PLAN. I I I I _— • N #3 0 18" O.C. UNO. 3" C T MPPSON EPDXY 2#5 ®TOP &BOTTOM III—III Z s" MIN. TYP. 15" MIN. JOISTS h TO BEAM JOISTS // TO BEAM@ SEE ABOVE FOR BALANCE INFO. SEE ABOVE FOR BALANCE INFO. 15" MIN .. .. M ccs RENSIONS BY z z D 77 O U Ln N —.I O cj:� -0 a cr) N Ct M ll� 6) — W U O+ L z� �tW z W s U k T W W ' U w D_ LATE. SCALE NON'- ✓? JOB Na SITY.FT 42 REVISIONS BN 2X RIDGE MIN, SEE STRUC. PLANS BEAM, SEE PLANS. SIMPSON MSTA36 PLYWOOD SHEATHING - B.N. N MST 48. UNO. 2K RAFTERS W/3 -16d RIDGE BEAM 2X RIDGE BOARD SEE PLAN 2X RIDGE MIN, SEE STRUC. PLANS 7SIDE 12-10d ® EACH SIDE 5-16d, UNO. TYP. TOE NAILS TO RIGDE. ; SIMPSON MSTA36 ®48" O.C. rslmps(" - 2-10d AT EACH OF TOP PLATE SPLICE. z %_" 4X KING POST BELOW W/SIMPSON PC. UNO. PLYWOOD SHEATHING OF LOWER SPLICE ALTER: USE SIMPSON MSTA 36. SIMPSON MST'A36, TYP. 2X RAFTERS W/3 -16d TOE NAILS TO RIGDE. SIMPSON MST36 Ln CNI J n SON HW OFFSET TYPICAL EA. SIDE. C7 00 Cl DOUBLE TOP PLATE 2X RAFTERS W/3-16dER. SIMPSON HW OFFSET FSEEP m 1 MIN 2X BLOCK & SKEWED HANGER. LL Q CCD. UNO. LLJ L 1 N. 1 2K PURLIN, TYP. _ LJ B.N. IMPSON ECCO. UNO. EE PLAN. — 2X STUDS ® 16" O.C. 2X KICKER W/5 -16d, UNO. ^W//A35 C.7 TYP. z W RIDGE BEAM, SEE STRUC, PLANS SrE PLAN. 2X BRACES ®'48" O.C., UNO. TYP W/SIMPSON A35 TO TOP PLATE 4X HIP, SEE PLAN SIMPSON MSTA36 ® 48" O.C. PLYWOOD SHEATHING W 2X RAFTERS W/3 -16d TOE NAILS TO RIGDE. .. z 2X CEILING JOISTS 2X RIDGE BD/4X HIP RIDGE 3M/4X HIP MIN. 2X STUDS ® 16" O.C. L�d/ DDD �i O CDOD� DDDCD]o it D 400 000��0 0000 Flo C(�-& DDD D 0000 1 BEAM, SEE PLANS. PLYWOOD SHEATHING BN. PLYWOOD SHEATHING DATE 2X RAFTERS, SEE PLAN SCALE NONE 2X RAFTERS, TYP. 2X BLOCKING ®4H" O.C. OB NO. SIMPSON MST 48. UNO. S SHEET AT 4X KING POST 4X KING POST e 2-5/8" DIA. BOLTS PER SIDE. A307) BEAM, SEE PLANS.ANGLE ( 2X BLK. ®48" D.C.OC SEE PLAN TYP. U.N. 1/4" THK. END STIFF B.N. BOTHSIDES. � 2X CEILING JOISTS I NN `� 2X BLOCKING W/3 -16d. TYP. 17' L� \� 1/4" TYP. UNO. SEE SHEAR WALL SCHEDULE N, -- -- FOR SIMPSON LPT5 OR A35. TYP PLYWOOD SHEAR TO MATCH BELOW. _� o �) 1,5" 1/2" THK X FLANGE 2X STUDS ® 16" O.C. \NN° 1.5 TYP. STEEL PLATE. TYP. U,N.O. 2X CEILING JOISTS 2x PLATE W/16d ® 8" O.C. UNO. 2X CEILING JOISTS PARALLEL TO WALL V AT SEE SHEAR WALL SCHEDULE. B / STEEL POSTSIMPSON SEE PLANS. A35 2X CEILING JOISTS / DOUBLE TOP PLATE ®BOTHSIDES. SIMPSON A35 901HSIDES. 2-2X STUDS ® KING POST. 4-10d. U.N.O. E.N. 2-2X STUDS W/10d ® 8" O.C.2X UNO. SEE PLANS. . .. BLK®48" OC UNO. SEE PLAN. 2X BLOCKING W/3 -16d. TYP. BEAM WHERE OCCURS, SEE PLAN. UNO. SEE SHEAR WALL SCHEDULE FOR SIMPSON LPT5 OR A35. Li PLYWOOD SHEAR, SEE STRUCT. 2X STUDS ® 16" O.C. 2X STUDS ®16" D.C. PLYWOOD SHEAR WALL, SEE PLAN. . CONT. BM END BM. B 00❑ 12 Do U0 00o C Q)%V� g D000 @ D Uo DDD Deo 00000 @ 0000 D Dm0 CDoOu @ 0000 D 00000 u0000000 D PLYWOOD SHEATHING 2X4 OUTRIDGE ® 48" O.C. BEAM, SEE PLANS. B.N. 2X RAFTERS, SEE PLAN BN. 2X STUDS ® 16" O.C. 4X POST. U.O.N. SIMPSON MSTA36. A RIDGE BEAM, SEE STRUC. PLANS SIMPSON HDU, SEE PLANS (OR STEEL STRONG WALL) 2X BLK. ® 48" O.C. SIMPSON MSTA36 ® 48" O.C. PLYWOOD SHEATHING 2X PLATE W/16d ° ® B" O.C., UNO. ° PLYWOOD SHEAR WALL a 2X4 OUTRIDGE 0 43" O.C. 2X BLOCKING W/3 -18d. TYP. TYP ROOF MEMBERS, SEE PLANS B.N. PLYWOOD SHEATHING ° ANCHOR BOLT PER FLOOR SHEAhiING HOLDDOWN W/WASHER UNO. SEE SHEAR WALL SCHEDULE BN. FOR SIMPSON LPT5 OR A35. 2X RAFTERS, TYP. & NUTS. 2X FLOOR JOISTS TYP' PLYWOOD SHEAR TO MATCH BELOW. EN, TYP.1/4" BN, TYP, 2X STUDS ® 16" O.C. SIMPSON A35 63 CORNERS. 2X4 BRACE ®48" O.C. �°— EN. 2-2X STUDS W/1 Od ® 8" O.C. 3–lOd PER BRACE.TYP. -OwFcv UNO. SEE PLANS. 2x PLATE W/16d ® 8" O.C. UNO. ° SIMPSON LB, UNO. SEE SHEAR WALL SCHEDULE. ° KING POST, SEE PLAN 2X CEILING JOISTS SIMPSON PC, UNO. 3X NAILER WJ STEEL BEAM. 1/2 dia. WELDED 2X BILK. ® 48" O.C. BEAM, SEE PLAN 2X RAFTERS, TYP. BOLTS ® 16" O.C. SEE PLAN. 2X BLOCKING SIMPSON BA HANGER. STEEL BEAM,. U.N.O. SEE PLAN SEE PLAN. HDU @ S TL. B M /� PLYWOOD SHEAR WALL, SEE PLAN. 2XSLEEPER . 2X STUDS ® 16" O.C. W/2 -16d PER RAFTER & 3-16d PER BILK. RAFT./CLG. TO WALL RAFTERS TO WALL SEE A FOR BALANCE INFO. Du000 � DDD @ 0000 � T D DDD D Da00 � � 000o 0000 @ 0000 0000 000 0 @ CDOD� D 0000 DDDC�DIODCO D PLYWOOD SHEATHING BN. BEAM, SEE PLANS. 2X RAFTERS, SEE PLAN SIMPSON MST 48. UNO. 2X BLK. ®-�4H" O.C. BEAM, SEE PLANS. SIMPSON MST 48. AT BACKSIDE. UNO. EN. PLYWOOD SHEAR, SEE STRUCT. 1/4" 7-1K. END STIFF. BOTHSIDES. I 2X BLOCKING WALL. TYP. TYP. 4K HIP, SEE PLAN UNO. SEE SHEAR WALL SCHEDULE AR PLYWOOD SHEAR TO MATCH SIMPSON H2 PLYWOOD SHEATHING B.N. FOR SIMPSON LPT5 OR A35. TYP.SHEAR WALL BELOW. MIN. TYPE 8. ® 48" O.C. /4" TYP. SIMPSON MST48 ® BACKSIDE. -- -- --- ----- --___ — — — — — 2X STUDS 0 16' O.C. TYP. SIMPSON MSTA24 @ 48" O.C. 2X RAFTERS, SEE PLAN 2X RAFTERS DOUBLE TOP PLATES. — — - 4X RIPPED TO SLOPE W/ 7Yp. 2X BLOCKING - SIMPSON EPC. UNO. 3-SIMPSON SDS1/4X6 PER BILK &Z-SIMPSON SD51/4X6 PER RAFTER. 1 /4" TIP in SEE PLAN. 3" X 1/4" STEEL PLATE H%-17 W/2-3/4"dia. THRU BOLTS. TYP. SIMPSON EPC. UNO. — — — — — oI DOUBLE TOP PLATE SEE PLAN. 2X BLOCKING TYP. 2X STUDS 0 16" O.C. NO GAP, FULL BEARING 2-2X STUDS W/10d ® 8" O.C. UNO. SEE PLANS. ' 4X6 POST MIN. UNO. SEE PLANS. 2-2X STUDS OR BEAM SEE PLAN. 2X CEILING JOISTS PARALLEL TO WALL ATeA 2X RAFTERS, TYP. / W/ U HANGER 2X CEILING JOISTS 4-10d. U.N.O. E.N. - 2X LEDGER W/2 -16d PER STUD 2X BLOCKING W/3WI6L. TYP. & 3-15d PER BLOCK UNO. SEE SHEAR WALL SCHE FOR SIMPSON LPT5 OR A35. � BEAM WHERE OCCURS, SEE PLAN. PLYWOOD SHEAR, SEE STRUCT. DSD� D @DDD DDDi 000 u DDD UD 0000 T 0D [E=o 00 DUE @ [D©c00 D DAG D @ D CDD 00 DDG x[0000000 4 REVISIONS BY z z z O Ln CNI J n C7 00 Cl U W m LL LL Q LLJ L Ti _ LJ W z LJ CN --1 't W C.7 z W W z LJ L�d/ v w O 0_ G_ DATE SCALE NONE OB NO. SHEET DDD 4s - SSWAB SSWAB SHEAR REINFORCEMENT MINIMUM CURB/STEMWALL PER 4/SSW1 WHEN WIDTH PER 4/SSW1. 3 REQUIRED. 3 ° SHEAR REINFORCEMENT o PER 4/SSW1 WHEN H H REQUIRED. de ° de _.4 'a4. ° ° 4 a a o 3" CLR. MIN. - - ° 3" CLR. MIN. ° ° a 4, 1/2 W 1/2 W 1/2 VV 1/2 W W W SLAB ON GRADE FOUNDATION CURB OR STEMWALL FOUNDATION NOTES: 1. ANCHORAGE DESIGNS CONFORM TO ACI 318-14 AND ACI 318-11 APPENDIX D WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR UNCRACKED CONCRETE AS NOTED. 2. ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR BOLT. STANDARD (ASTM FI554 GRADE 36) OR HIGH STRENGTH (HS) (ASTM A449). REGISTERED DESIGN PROFESSIONAL 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-14 SECTION 17.2.3.4.3 AND ACI 318-11 SECTION D.3.3.4. IS PERMITTED TO MODIFY DETAILS SSWAB 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C. FOR SPECIFIC CONDITIONS. 5. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT) BY OTHERS. THE REGISTERED DESIGN PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT. -MINIMUM CURB/STEMWALL 6. SEE 1/SSWIAND 2/SSW1FORWANDde. WIDTH PER 4/SSW1. - SSWAB 3„ SHEAR REINFORCEMENT SSWAB TENSION ANCHORAGE SCHEDULE 3500/4500 PSI -�_3 PER 4/SSW1 WHEN Lh MIN Lt 3" ° REQUIRED. H 4" MIN a ° 4 ° 4 ` de de 3„ 3„ �. .44 a ° ° ° ME a ° ° °4 #3 HAIRPIN, #3 TIE, GRADE 60 3" CLR. MIN. 4 ° ° 3 CLR. MIN. ° GRADE 60 REBAR (MIN.) REBAR (MIN.) A11111 111 1111199111111 11100 1 m FIELD TIE AND SECURE DURING FIELD TIE AND SECURE DURING 1/2 W 1/2 W 1/2 W 1/2 W CONCRETE PLACEMENT. OVERLAP CONCRETE PLACEMENT. VARIES WITH BOLT SPACING. SSWAB -•- SSWAB W W HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT SSWAB INTERIOR FOUNDATION BRICK LEDGE FOUNDATION #3 HAIRPIN#3TIESIMILAR STEEL STRONG -WALL SHEAR ANCHORAGE STEEL STRONG -WALL ANCHORAGE SOLUTIONS FOR 3500 PSI CONCRETE SEISMIC' WIND" DESIGN CRITERIA CONCRETE CONDITION ANCHOR STRENGTHALLOWABLE SSWAB 3/4" ANCHOR BOLT SSWAB 1"ANCHOR BOLT_ ASD ASD W de ALLOWABLE W UPLIFT (Ibs) (in) (in) UPLIFT (Ibs)- (in) de .(in) SEISMIC CRACKED STANDARD 9,000 20 7 15,700 29 10 9,600 21 7 17,100 31 11 HIGH STRENGTH 181200 32 11 33,000. 46 16 19,900 34 12 35,300 48 16 42 UNCRACKED STANDARD 8,800 17 6 _ 15,700 25 9 9 500 19 7 17,100 27 9 HIGH STRENGTH 18,600 28 10 32,600 40 14 19,900 30 10 35,300 42 14 WIND CRACKED STANDARD 6,000 14 6 7,300 16 6 7,300 16 6 13,500 24 8 9.600 20 7 17,100 29 10 HIGH STRENGTH 11,800 22 8 22,700 34 12 13,500 24 8 27,400 38 13 17,000 28 10 32,300 42 14 19,900 32 11 35,300 45 15 _ 9 UNCRACKED STANDARD 6,000 12 6 7,500 14 6 7,500 14 6 12,800 20 7 9,600 17 6 17,100 25 9 HIGH STRENGTH 12,800 20 7 21,300 28 10 14,800 22 8 26,000 32 11 16,900 24 8 31,300 36 12 19,900 1 27 9 35,300 39 13 NOTES: 1. ANCHORAGE DESIGNS CONFORM TO ACI 318-14 AND ACI 318-11 APPENDIX D WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR UNCRACKED CONCRETE AS NOTED. 2. ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR BOLT. STANDARD (ASTM FI554 GRADE 36) OR HIGH STRENGTH (HS) (ASTM A449). REGISTERED DESIGN PROFESSIONAL 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-14 SECTION 17.2.3.4.3 AND ACI 318-11 SECTION D.3.3.4. IS PERMITTED TO MODIFY DETAILS SSWAB 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C. FOR SPECIFIC CONDITIONS. 5. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT) BY OTHERS. THE REGISTERED DESIGN PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT. -MINIMUM CURB/STEMWALL 6. SEE 1/SSWIAND 2/SSW1FORWANDde. WIDTH PER 4/SSW1. - SSWAB 3„ SHEAR REINFORCEMENT SSWAB TENSION ANCHORAGE SCHEDULE 3500/4500 PSI -�_3 PER 4/SSW1 WHEN Lh MIN Lt 3" ° REQUIRED. H 4" MIN a ° 4 ° 4 ` de de 3„ 3„ �. .44 a ° ° ° ME a ° ° °4 #3 HAIRPIN, #3 TIE, GRADE 60 3" CLR. MIN. 4 ° ° 3 CLR. MIN. ° GRADE 60 REBAR (MIN.) REBAR (MIN.) A11111 111 1111199111111 11100 1 m FIELD TIE AND SECURE DURING FIELD TIE AND SECURE DURING 1/2 W 1/2 W 1/2 W 1/2 W CONCRETE PLACEMENT. OVERLAP CONCRETE PLACEMENT. VARIES WITH BOLT SPACING. SSWAB -•- SSWAB W W HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT SSWAB INTERIOR FOUNDATION BRICK LEDGE FOUNDATION #3 HAIRPIN#3TIESIMILAR STEEL STRONG -WALL SHEAR ANCHORAGE STEEL STRONG -WALL ANCHORAGE SOLUTIONS FOR4600 PSI CONCRETE SEISMIC' WIND" iDESIGN CRITERIA CONCRETE CONDITION ANCHOR STRENGTH SSWAB 3/4" ANCHOR BOLT SSWAB 1" ANCHOR BOLT ASD ASD ALLOWABLE W de ALLOWABLE UPLIFT (Ibs) (in) (in) UPLIFT (Ibs) W (in) de (in) SEISMIC CRACKED STANDARD 8,700 18 6 16,000 27 9 - 9,600 20 7 17,100_ 29 10 HIGH STRENGTH 17,800 29 10 32,100 42 14 19,900 32 11 35,300 45 15 1590 UNCRACKED STANDARD 9,100 16 _ 6 15,700 23 8 9,600 17 6 17,100 25 9 HIGH STRENGTH 17,800 25 9 32,500 85 13 19,900 27 9 35,300 _37 39 _ 13 WIND CRACKED STANDARD 5,400 12 6 6,800 14 6 8,300 16 6 11,600 20 7 9,600 18 6 17,100 16 _ 9 HIGH STRENGTH 11,600 20 7 21,400 _26 30 10 13,400 22 8 25,800 34 12 _ 17,300 26 9 31,000 - 38 13 19,900 29 10 35,300 42 14 21,100 UNCRACKED STANDARD 6,800 12 6 6,800 12 6 8,500 14 6 12,400 18 6 9,600 16 6 17,100 23 8 HIGH STRENGTH 12,400 18 6 21,600 26 9 14,500 20 7 26,700 30 10 16,800 22 8 32,200 34 12 19,900 25 9 35,300 36 12 NOTES: 1. ANCHORAGE DESIGNS CONFORM TO ACI 318-14 AND ACI 318-11 APPENDIX D WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR UNCRACKED CONCRETE AS NOTED. 2. ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR BOLT. STANDARD (ASTM FI554 GRADE 36) OR HIGH STRENGTH (HS) (ASTM A449). REGISTERED DESIGN PROFESSIONAL 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-14 SECTION 17.2.3.4.3 AND ACI 318-11 SECTION D.3.3.4. IS PERMITTED TO MODIFY DETAILS SSWAB 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C. FOR SPECIFIC CONDITIONS. 5. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT) BY OTHERS. THE REGISTERED DESIGN PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT. -MINIMUM CURB/STEMWALL 6. SEE 1/SSWIAND 2/SSW1FORWANDde. WIDTH PER 4/SSW1. - SSWAB 3„ SHEAR REINFORCEMENT SSWAB TENSION ANCHORAGE SCHEDULE 3500/4500 PSI -�_3 PER 4/SSW1 WHEN Lh MIN Lt 3" ° REQUIRED. H 4" MIN a ° 4 ° 4 ` de de 3„ 3„ �. .44 a ° ° ° ME a ° ° °4 #3 HAIRPIN, #3 TIE, GRADE 60 3" CLR. MIN. 4 ° ° 3 CLR. MIN. ° GRADE 60 REBAR (MIN.) REBAR (MIN.) A11111 111 1111199111111 11100 1 m FIELD TIE AND SECURE DURING FIELD TIE AND SECURE DURING 1/2 W 1/2 W 1/2 W 1/2 W CONCRETE PLACEMENT. OVERLAP CONCRETE PLACEMENT. VARIES WITH BOLT SPACING. SSWAB -•- SSWAB W W HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT SSWAB INTERIOR FOUNDATION BRICK LEDGE FOUNDATION #3 HAIRPIN#3TIESIMILAR STEEL STRONG -WALL SHEAR ANCHORAGE DESIGN CRITERIA SEISMIC' WIND" MODEL Lt OR Lh (in.) SHEAR REINFORCEMENT MIN. CURB/ STEMWALL WIDTH (in.) SHEAR REINFORCEMENT MIN. CURB/ STEMWALL WIDTH (in.) ASD ALLOWABLE SHEAR LOAD V (Ibs.)' __ 6" MIN CURB /STEMWALL __._ 8" MIN CURB /STEMWALL UNCRACKED - - CRACKED UNCRACKED - CRACKED SSW12 9 (1) #3 TIE 6 NONE REQUIRED - 1230 880 1440 1030 SSW15 1 12 (2) #3 TIES 6 NONE REQUIRED - 1590 1135 1810 1295 SSW18 14 (1) #3 HAIRPIN 85 (1) #3 HAIRPIN 6 HAIRPIN REINFORCEMENT ACHIEVES MAXIMUM ALLOWABLE SHEAR LOAD OF THE STEEL STRONG -WALL PANEL SSW21 15 (2) #3 HAIRPIN 85 (1) #3 HAIRPIN 6 SSW24 17 (2) #3 HAIRPIN 85 (1) #3 HAIRPIN 6 ( ) SSWAB NOTES: SEE TABLE FOR REQUIRED QUANTITY. - ) NOTES: 1. SEE 2/SSW1 AND 3/SSW1 FOR DIMENSIONS AND ADDITIONAL NOTES. 1Yz' CLR r A 11/2" CLR #3 HAIRPIN (#3 TIE SIMILAR SEE TABLE FOR REQUIRED QUANTITY. 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-14 AND ACI 318-11 AND ASSUME MINIMUM fc=2,500 PSI CONCRETE. 2. SEE 4lSSW1 FOR SHEAR REINFORCEMENT WHEN REQUIRED. 1Y2" SPACING SEE DETAILS 1/SSW1 TO 3/SSW1 FOR TENSION ANCHORAGE. 3. MAXIMUM H = le - de. SEE 5/SSW1 AND 6/SSW1 FOR le. 2. SHEAR REINFORCEMENT IS NOT REQUIRED FOR PANELS INSTALLED ON A WOOD FLOOR, INTERIOR FOUNDATION APPLICATIONS (PANEL INSTALLED AWAY FROM EDGE OF CONCRETE), OR BRACED WALL PANEL APPLICATIONS. ® �y Mm 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY TEEL TRONG-WALL ANCH,1 ORAGE -TYPICAL SECTIONS ® `' b ° USE WIND ANCHORAGE SOLUTIONS, REGISTERED DESIGN PROFESSIONAL 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B. IS PERMITTED TO MODIFY DETAILS 5. MINIMUM CURB/STEMWALL WIDTH IS 6" WHEN STANDARD STRENGTH SSWAB IS USED. SLAB OR CURB AND 4 FOR SPECIFIC CONDITIONS. 6. USE (1) #3 TIE FOR SSW12 AND SSW15 WHEN THE STEEL STRONG -WALL PANEL DESIGN SHEAR FORCE EXCEEDS THE SIMPSON STEEL SURROUNDING FOUNDATION ,° TABULATED ANCHORAGE ALLOWABLE SHEAR LOAD. STRONG -WALL NOT SHOWN FOR CLARITY 7. CONCRETE EDGE DISTANCE FOR ANCHORS MUST COMPLY WITH ACI 318-14 SECTION 17.7.2 AND ACI 318-11 D.8.2. LA HAIRPIN INSTALLATION SECTION A -A W 2 (GARAGE CURB SHOWN. OTHER FOOTING TYPES SIMILAR.) • r z W STEEL STRONG -WALL ANCHOR BOLT SHEAR ANCHORAGE 4 SSWAB SSWHSR z W z W SSWHSR_KT AND SSWAB SSWT EXTERIOR INSTALLATION LzIlL AMETER - ASSEMBLY SEE TABLES BELOW FOR DIMENSIONS -�_� - SSWTPF PANEL FORM INSTALLATION LENGTH � � - - FOUNDATION PLAN VIEW // Hx43" _ - TOP OF CONCRETE STEEL STRONG -WALL ANCHORAGE SOLUTIONS FOR 2500 PSI CONCRETE DESIGN CRITERIA CONCRETE CONDITION ANCHOR STRENGTH SSWAB 3/4"ANCHOR BOLT SSWAB 1" ANCHOR BOLT ASD ALLOWABLE UPLIFT (Ibs) W de (in} (in) ASD ALLOWABLE UPLIFT (Ibs) W (in) de (in) 3/4" CRACKED STANDARD 8,800 22 8 16,100 33 11 9,600 24 8 17,100 35 12 HIGH STRENGTH 18,500 36 12 33,000 51 17 19,900 38 13 35,300 54 18 SEISMIC UNCRACKED STANDARD 8,800 19 7 15,700 28 10 9,600 21 7 17,100 30 10 HIGH STRENGTH 18,300 31 11 32,300 44 15 - 19,900 33 11 35,300 47 16 WIND CRACKED STANDARD 5,100 14 6 6,200 16 6 7,400 18 6 11,400 24 8 9,600 22 8 17,100 32 _ 11 HIGH STRENGTH 11,400 24 8 21,100 36 12 13,600 27 9 27,300 42 14 15,900 30 10 31,800 46 16 19,900 _ 35 12 35,300 50 17 v UNCRACKED STANDARD 5,000 12 1 6 6,400 14 6 7,800 16 6 12,500 22 8 9,600 19 7 17,100 28 10 HIGH STRENGTH 12,500 22 8 21,900 32 V1 _ 14,300 24 8 26,400 36 12 17,000 27 9 31,500 4014 19,900 30 10 35,300 43 __ 15 NOTES: 1. ANCHORAGE DESIGNS CONFORM TO ACI 318-14 AND ACI 318-11 APPENDIX D WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR UNCRACKED CONCRETE AS NOTED. 2. ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR BOLT. STANDARD (ASTM F1554 GRADE 36) OR HIGH STRENGTH (HS) (ASTM A449). 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS, SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-14 SECTION 17.2.3.4.3 AND ACI 318-11 SECTION D.3.3.4. 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C. 5. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT) BY OTHERS. TNF RFGI.STFRFII IIFHIC;N PRnFFHSIONAI MAY RPFCIIFY At TFRNATF PRARMMFNT GnnTINr:.CI7F nR oNr.Pr)P Rnl T HS 3„ HX ON.° 3 EXTENSION KIT TOP _ HS ON HIGH �-� CONCRETE x� STRENGTH MODELS a TOP OF CONCRETE (2) 3/4" SSWAB for SSW12 ° SSWHSR (2) 1" SSWAB for SSW15, HEAVY HEX NUT SSW18, SSW21, SSW24 FIXED IN PLACE ON - (2) 3/4" SSWAB for SSW12 z ALL SSWAB ANCHOR (2) I"SSWAB for SSW15, w BOLTS CUT TO LENGTH SSW18, SSW21, SSW24 HEAVY HEX NUT Ie AS NECESSARY zFIXED IN PLACE ON w le ALL SSWAB - 3/4" OR 1" HIGH STRENGTH ROD ROD _ ANCHOR BOLTS ASSEMBLY le SSWABIe SSWHSR le +3" HIGH STRENGTH HEAVY HEX NUT COUPLER NUT PLATE WASHER SSWAB SSWT INTERIOR INSTALLATION ' - n v -- HEAVY HEX NUT HIGH STRENGTH COUPLER NUT SSWTBL BRICK LEDGE INSTALLATION STEEL STRONG- WALL WIDTH MODELNO. DIAMETER LENGTH e 12" MODEL SSWAB3/4x24 3/4" 24" 19" SSWAB3/4x24HS 3/4" 24" 19" SSWAB3/4x30 3/4" 30" 25" SSWAB3/4x30HS 3/4" 30" 25" SSWAB3/4x36HS 3/4" 36" 31" 15", 21 AND 24" M MODELS SSWAB1x24 1" 24" 19" SSWAB1x24HS 1" 24" 19" SSWAB1x30 T. 30" 25" SSWAB1x30HS 1" - 30" 25" SSWAB1x36HS 1" 36" 31" SSW WIDTH MODEL NO. DIAMETER TOTAL LENGTH e 12" MODEL SSWHSR3/4-2KT 3/4" 24" 21_ SSWHSR3/4-3KT 3/4" 36" 33" 15", 18", 21 AND 24" MODELS SSWHSRI-2KT 1" 24" 21" SSWHSRI-3KT 1" 36" 33" - -- (2) 3/4" SSWAB for SSW12 (2) 1" SSWAB for SSW15, - SSW18, SSW21, SSW24 (2) 3/4" SSWAB for SSW12 (2) 1" SSWAB for SSW15, 1 Fm 1 -2x12 \� SSW18, SSW21, SSW24 • REFER TO FOR •- SSWAB TENSION ANCHORAGE SCHEDULE 2500 PSI 13 SW AN�CHORBOLT�S 5� SSW ANCHOR BOLT EXTENSION SSW ANCHOR BOLT TEMPLATES 7 Z z J -r Z z z Z Z 60 vLu O O O ORI o Q O0-) G 3 cs) Z W (n � _-O) G -JL^ IF- L O Z w w UJco v) c SLc) W ) O Q J -j W a a 0-' Y • 0 g H K � W w P 0 N 0 0 0 N N N rn v co O w O 0 O 0 O Ee IN d ,r cn co m v co NL..j M z Z C� J -r 00 60 vLu n �6 ORI o Q O0-) G 3 cs) Z W (n � _-O) G -JL^ IF- L O U Q O oj lu UJco v) c SLc) W ) O Q J -j a • 0 g r K � W NAME DATE 8-8-2016 SCALE N.T.S. _ CHECKED SHEET sW OF SHEETS -r lu a • lu Lu a NAME DATE 8-8-2016 SCALE N.T.S. _ CHECKED SHEET sW OF SHEETS STEEL STRONG -WALL MODELSU U U U PLACE SSW PANEL OVER DRILL 2" DIAMETER x V PLACE SSW PANEL OVER THREADED THE ANCHOR BOLTS AND DEEP HOLE OR NOTCH RODS AND SECURE WITH HEAVY HEX W W STD. WALL STK WALL HOLDOWN QTY. OF SECURE WITH HEAVY STEEL 2"x2"x1"DEEP MAX. IN NUTS (PROVIDED). USE MODEL MODEL H in Tin ANCHOR TOP OF WALL HEX NUTS. (PROVIDED) 1 1/4" WRENCH/SOCKET FOR 3/4" NUT I I (in) STRONG -WALL SHEATHING & RIM JOIST. 1 5/8" WRENCH/SOCKET FOR 1"NUT NO. NO. BOLTSZ SCREWS USE 1y4" WRENCH /SOCKET FOR 3/4" NUT NAILING SET LOWER NUT FLUSH o 0 0 0 USE 15/" WRENCH / SOCKET FOR V NUT WITH TOP OF SHEATHING. NUTS SHALL BE SNUG TIGHT. SSW12x7 80 3 1/2 {2) 314" 4 BY OTHERS DO NOT USE AN IMPACT WRENCH. 0 0 � SSW15x7 -- 80 3 1/2 2 1" 6 NUTS SI -'ALL BE SNUG TIGHT. SSW BASE PLATE SHALL (} DO NOT USE AN IMPACT WRENCH, FRAMING BY SIT FLUSH & LEVEL ON NUTS. SSW24 SSW18x7 80 31/2 (2) 1" 9 OTHERS, JOIST HANGER SSW2lx7 80 3 112 (2) 1" 12 ° ° ° ° TYPICAL o (IF REQUIRED) SIMPSON A34 EACH SIDE U 0 SSW24X7 80 31/2 (2) 1" 14 4, ° a ° 1 4 SSW24 a SSW1 SSW1 STEEL STRONG -WALL SSW12x7.4 85112 31/2 (2)314" 4 0 1I SEE TO SSW15x7.4 851/2 31/2 (2) 1" 6 d ANCHORAGE SOLUTIONS U v U U. 0 0- SSW18x7.4 851/2 3112 (') 1" 9 4°° .0 ° ° . ° ° d WOOD FIRST -FLOOR SSW21 S_SW21x7.4 85 1/2 3112 (2) 1" 12 ° a REGISTERED DESIGN PROFESSIONAL WALL CONNECTION KIT IS PERMITTED TO MODIFY DETAILS SSW24x7.4 851/2 31/2 (2) 1" 14 Q FOR SPECIFIC CONDITIONS. j . ° jI a WALL -- ° I 1I a I ° WIDTH MODEL CONTENTS SSW21 SSW12x8 931/4 3 1/2 (2) 3!4" 4 ° ° a l a. a NO. SSW15x8 SSW15x8-STK 931/4 31/2 (2) 1" 6 CONCRETE �y a I COUPLER NUT t Qa all v (in) 0 0 SSW18x8 SSW18x8-STK 931/4 31/2 (2)1" 9 STRONG -WALL ON CONCRETE 4 I ° ° AND THREADED �� _ 1 L. 12 SSW12-1 KT EACH KIT CONTAINS: SSW21 x8 SSW2lx8-STK 931/4 31/2 (2) 1" 12 RODS (INCLUDED 4 a (1) SHEAR TRANSFER PLATE = 5SW18 $ECTI®N WITH SSW -1 KT) 1 6 . ° - 6 a 15 SSW15-1 KT (with #14 SCREWS) SSW24x8 SSW24x8-STK 931/4 31/2 (2) 1" 14 FOR 8" TO 1T BLOCK DEPTHS: PLACE SSW PANEL OVER (2) 314"x18" or V x 18" THREADED SEE SHEET 0 0 SSW12x9 105 1/4 31/2 (2) 3/4" 4 SIMPSON CSIs STRAPS REQUIRED THE ANCHOR BOLTS AND .8 a 18 SSW18-1 KT RODS (ASTM A36) SSW15x9 SSW15x9-STK 1051/4 31/2 (2)1" 6 WITH 10dx1Y2NAILS (0.148"x1.5") SECURE WITH HEAVY SEE SSW1 TO SSW1 2 5SW18 - SHIM BLOCK HEIGHTS GREATER FOR SSW1 FOR d 21 SSW21-1 KT {) COUPLER NUTS SSW18x9 SSW18x9-STK 105 114 31/2 (2) 1" 9 HEX NUTS. (PROVIDED) (2) HEAVY HEX NUTS THAN ANCHORAGE SOLUTIONS ANCHORAGE INTERIOR ELEVATION 0 0 SSW21 x9 SSW2lx9-STK 105 114 31/2 (2) 1" 12 8NAILS INTO BLOCK USE 1y4' WRENCH /SOCKET FOR 3/4" NUT SOLUTIONS. 24 SSW24-1 KT INSTALLATION INSTRUCTIONS SSW24x9 SSW24x9-STK 105 114 3 1!2 2 1" 14 81NTO SSW NAILER STUD USE 1%" WRENCH / SOCKET FOR V NUT REGISTERED DESIGN PROFESSIONAL SSW15 {) SHIM BLOCK HEIGHTS GREATER NUTS SHALL BE SNUG TIGHT, ORDER FIRST FLOOR CONNECTOR KIT SEPARATELY. SSW12x10 _- - 117 1/4 3 112 (2) 314" 4 THAN 10" AND UP TO 12". DO NOT USE AN IMPACT WRENCH. IS PERMITTED TO MODIFY DETAILS MODEL SSW_ 1 KT . EXAMPLE: SSW21-1 KT v v 0 0 SSW15x10 SSW15x10-STK 117 1/4 31/2 (2) 1" 6 10 NAILS INTO BLOCK FOR SPECIFIC CONDITIONS. 2X FLAT SHIM BLOCK 101NTO SSWNAILER STUD 55W15 SSW18x10 SSW18x10-STK 1171/4 31/2 (2) 1" 9 #14 SCREWS TO o 0 0 0 SSW21x10 SSW21x10-STK 117 114 3 112 (2) 1" 12 ALTERNATE 1ST FLOOR .®OOD FRAMING 7 PANEL WITH SSW (PROVIDED PLATE. (PROVIDE STEEL 0 0 SSW24x10 SSW24x10-STK 1171/4 3 112 (2) 1" 14 LTP4 SPACINGS 4x SHIM BLOCK _ WITH SSW -1 KT) STRONG -WALL SSW12 SSW15xl1 SSW15xll-STK 1291/4 51/2 (2) 1" 6 BY OTHERS WALL PROFILES SSW18x11 SSW18xl l -STK 1291/4 5 112 (2) 1" 9 ATTACH WITH SDS)/4" x 4yz' ' ' ' ' ' ' ' RIM JOIST BLOCKING SSW21xl l SSW21xl l -STK 129 1/4 5 1/2 2 1" 12 ATTACH SDS SCREWS 2nd STORY - REGISTERED DESIGN PROFESSIONAL () SCREWS TO SHIM BLOCK �_ L BELOW SSW TO SHIM BLOCK STEEL STRONG -WALL IS PERMITTED TO MODIFY DETAILS SSW24x11 SSW24x11-STK 1291/4 51/2 (2) 1" 6 INSTEAD OF VIDE x 3�" FOR SPECIFIC CONDITIONS. JOIST HANGER SSW15x12 SSW15x12-STK 141 1/4 51/2 (2) 1" 6 ° ° ° ° SCREWS PROVIDED. 0 0 ° 0 ADJACENT FRAMING (IF REQUIRED) SSW18xl2 SSW18x12-STK 141 114 51/2 (2) 1" 9 0 a 0 a 0 0 0 0 SSW2lxl2 SSW2lxl2-STK 141 114 51/2 (2) 1" 12 BY OTHERS SHEAR TRANSFER PLATE FLOOR SHEATHING SSW24x12 SSWNxl2-STK 141 1/4 51/2 (2) 1" 14 AND #14 SELF -DRILLING SCREWS TABLE NOTES: (PROVIDED WITH SSW- 2KT). 4 ' 1. SDS'/" x 3'/" SCREWS PROVIDED WITH WALL. SSW18x13 SSW18x13-STK 153 114 5 112 {2} 1" 9 ZX FLAT SHIM BLOCK 4X SHIM BLOCKrr SSW21x13 SSW21X13-STK 153 114 51/2 (2) 1" 12 VG 11 a 4 -FLOOR FRAMING AT 2'-0" 2 SEE SHEET SSWI FOR ANCHORAGE SOLUTIONS. 4x SHAPED o 4 1 a OC MAX. WHERE FRAMING SSW24x13 SSW24xl3-STK 153 1/4 51/2 (2) 1" 14 SOLID BLOCKING BELOW SHIM BLOCK CRIPPLE SHEAR WALL, STEEL STRONG -WALL 10d COMMOq ° .°, a a IS PARALLEL TO WALL, (12" MAX. DEPTH BLOCKING AND STRAP BETWEEN FLOOR FRAMING TO FRAMININSTALL BLOCKING WITHIN STRONG -WALL MODELS A AT TALL END) BY OTHERS10d COMMON NAILS (NOT PROVQ b SHEAR TRANSFER � 6" OF EACH END OF SSW. STEEL iU® ® (NOT PROVIDED) BY OTHERS BLOCKING DEPTH SHALL LTP4 SPACING (LTP4 SHOWN) MATCH FLOOR FRAMING. RIM JOIST, BEAM, OR BLOCKING TOP PLATE BY OTHERS ATTACH SDS SCREWS EXTERIOR ELEVATION SECTION IF APPLICABLE ATTACH SDS SCREWS TO BLOCKING RIM JOIST - TOSHIM BLOCK FIRST FLOOR AT WOOD FRAMING NOTES: 7/" MAXIMUM WOOD SHIM o 0 v v SHEAR TRANSFER 1. USE WOOD FIRST -FLOOR ALLOWABLE LOAD TABLES FROM THE WTH FOR SHIDMS GREATER () (� (� 0 ADJACENT 0 (� (] (] ADJACENT FRAMING BY OTHERS STRONG -WALL CATALOG/FOR THIS INSTALLATION. BY OTHERS (SIMPSON LTP4 SHOWN FOR PERPENDICULAR FLOOR FRAMING SPACED 7 /� FRAMING ILLUSTRATION) AT Z-0" OC MAXIMUM. WHERE FRAMING 2. USE ALTERNATE DETAIL TO ACHIEVE MAXIMUM ON -CONCRETE REGISTERED DESIGN PROFESSIONAL 1/4" HOLES TO ATTACH THAN /8 , SEE (\ °�) BY OTHERS ALLOWABLE LOADS. SSW2 IS PERMITTED TO MODIFY DETAILS SSW2 IS PARALLEL TO WALL, INSTALL 3. FOR TWO-STORY STACKED STEEL STRONG -WALLS WITH WOOD FOR SPECIFIC CONDITIONS. OPTIONAL BLOCKING OR RAKE WALL CRIPPLE WALL FRAMING SDS y4' x 3y2" SCREWS BLOCKING WITHIN 6" OF EACH END OF REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR: (INCLUDED WITH WALL) STEEL STRONG -WALL. BLOCKING DEPTH 7 -ATTACH TOP OF WALL TO TOP PLATES 1 SHEAR TRANSFER REGISTERED DESIGN PROFESSIONAL SHALL MATCH FLOOR FRAMING DEPTH. FIRST FLOOR, USE ALTERNATE DETAIL PRE -ATTACHED WITH SDS %4" x 3'/z" SCREWS (PROVIDED) 2. OUT OF PLANE LOADING EFFECT IS PERMITTED TO MODIFY DETAILS FIRST STORY 4. REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR SHEAR TRANSFER WOOD STUDS 3. INCREASED OVERTURNING AND DRIFT FOR SPECIFIC CONDITIONS. STEEL STRONG -WALL FROM RIM JOIST" TO SILL PLATE AND SILL PLATE TO FOUNDATION. STEEL PANEL DUE TO ADDITIONAL HEIGHT. HOLES PREDRILLED IN OPTIONAL PILOT HOLE TOP OF WALL HEIGHT ADJUSTMENTS 5 TWO-STORY STACKED FLOOR SECTION 5 FIRST FLOOR AT WOOD FRAMING 10 STUDS FOR WIRING. PREFABRICATED HOLES IN STEEL _ DRILL 2" DIAMETER x 1" PLACE SSW PANEL OVER THREADED PANEL. (VARY WITH EACH MODEL) RODS AND SECURE WITH HEAVY HEX ( DEEP HOLE OR NOTCH ADDITIONAL 1-1/8" DIAMETER ADDITIONAL CUTTING OF STEEL NUTS (PROVIDED). USE 16d COMMON NAILING, SEE SIDE 2"x2"x1"DEEP MAX. IN } HEADER BY OTHERS. WALL OR ENLARGING OF EXISTING 1 5/8" WRENCH/SOCKET FOR 1" NUT VIEWS FOR SPACING. HOLES MAY BE DRILLED THRU SHEATHING &RIM JOIST. 2 PLY 2x12 MIN WITH/Z' WOOD STUDS AT ANY HOLE 0 0 0 (� HOLES NOT PERMITTED. SET LOWER NUT FLUSH o 0 0 o NUTS SHALL BE SNUG TIGHT. SHEATHING BETWEEN PLYS LOCATION MATCHING AN . , . ° . • • WITH TOP OF SHEATHING. DO NOT USE AN IMPACT WRENCH. OR 2 PLY 1%4'x11%" MIN. LVL OBROUND HOLE IN SSW BASE PLATE SHALL (2 PLY LVL SHOWN) INSTALL SDSy4"x3y2" STEEL PANEL FLANGE. � OR 5 SIT FLUSH & LEVEL ON NUTS. SCREWS. SEE SIDE VIEWS SSW2 SSW2 ALTERNATE SIMPSON A34 EACH SIDE FOR NUMBER & SPACING NOTE: SCREWS BY INSTALLER) ELECTRICAL BUSHINGS MULTI -PLY HEADERS MAY BE AT ALL ROUND MECHANICAL HOLES. __- � -- ----- USED WITH STEEL STRONG- -- - STANDARD 1" DIAMETER -- ` ° SOLID BLOCKING BELOW WALL FOR WIND DESIGNS OR 1 REGISTERED DESIGN PROFESSIONAL REGISTERED DESIGN PROFESSIONAL 0 0 O O THREADED RODS STEEL STRONG -WALL IN SEISMIC DESIGN CATEGORIES z IS PERMITTED TO MODIFY DETAILS STEEL STRONG -WALL ROD r FOR SPECIFIC CONDITIONS. IS PERMITTED TO MODIFY DETAILS ° ° ° ° " - - AT 2nd FLOOR LENGTH (PROVIDED WITH A C (IBC &IRC) ONLY FOR SPECIFIC CONDITIONS. SSW 2KT) _ - -- U: 4 OR 7 = 0 0 0 0 SDS 4'x3y2" SCREWS SSW2 SS ALTERNATE --- PROVIDED WITH WALL W - DRILL 1 1116" MAX DIAMETER -- SSW //�� C C - FOR SHIMS GREATER HOLE IN DOUBLE TOP SSW MULTI -PLY HEADER CROSS SECTION SINGLE -STORY SSW �® CONCRETE SSSWP 8 PLATE FOR RODS - - ®V THAN 7/8" SEEy ATTACH TOP OF SSW TO 1" MIN _ TOP PLATES WITH TYP• 9 " ° " ° MAXIMUM UPPER PANEL SHEAR SDS%" x 3Yi' SCREWS 2 2 3 INSTALL SDS 1/4"x3 1/2" SCREWS GARAGE HEADER 2 OR SHEAR TRANSFER SSW2 ROD LENGTH REDUCTION FACTOR (PROVIDED WITH SSW) � 3 HORIZONTALLY THROUGH LVL OR ROUGH OPENING HEIGHT SSW2 SSW2 ALTERNATE DESIGN & DETAILS - 2 x LUMBER HEADER PLYS. 4 SCREWS _ 18 INCHES 1,00 BY OTHERS -- TOTAL FOR SSW12, 6 SCREWS TOTAL ROUGH 21 INCHES 0.94 HEAVY HEX NUTS TOP MODEL H - (4 FOR SSW15, SSW18, SSW21 AND SSW24. No. CURB OPENING - SSW -STK OPTION RUD LENGTH IS TOTAL OF FLOOR AND BOTTOM (PROVIDED ` HEIGHT (FACTORY INSTALLED) JOIST DEPTH PLUS TOP PLATES _ WITH SSW -2KT). NUTS SHALL �� SDS 1/4"x3 112" SCREWS PROVIDED SSW12x7 3y8' MIN WIDTH PLUS SHIM THICKNESS, BE SNUG TIGHT. DO NOT WITH WALL SSW15x7 5%" 7' - 1y2' - HEADER BY __.._._ USE AN IMPACT WRENCH. 1 z SSW18X7 OTHERS. FOR = ° ° ° 3� FASTEN PLYS TOGETHER WITH 16d MULTI PLY HEADER INTERIOR ELEVATION COMMON NAILS AT 16" O.C. ALONG EACH SSW21x7 6" 7' - 2" REQUIREMENTS - EDGE OF BEAM. SSW24x7 Q (] Q 0 SSW12x2 l 2x HEADER PLYS SHALL MATCH HEADER 11 SSW15x8 5Yz" 8' - 2%4" (� 0 SEE SHEAR TRANSFER PLATE �J 15132" SHEATHING BETWEEN _ AND #14 SELF -DRILLING SCREWS SSW18x8 0 0 0 0 (PROVIDED WITH SSW_ 2KT) 0 0 0 o DEPTH AND EXTEND FULL WIDTH OF SSW24x8 ORDER TWO-STORY (SSW18 SHOWN) SSW2lx8 6" 8' -3%4' STEEL STRONG -WALL SSW, MINIMUM. (� (� \\ STACKED WALL SEE SHEET SSW 4 -RIM JOIST SIDE VIEW 1. THE HEIGHT OF THE GARAGE CURB CONNECTOR KIT FOR GARAGE PORTAL FIRST STORY WALL: SEPARATELY. SSW WITH MULTI -PLY HEADER ABOVE THE GARAGE SLAB IS CRITICAL ROUGH SYSTEM WHEN SSWP-KT ADD -STK TO MODEL MODEL SSW -2KT. FOR THE ROUGH HEADER OPENING AT OPENING IS SPECIFIED NAME. EXAMPLE: SSW21-2KT SHEAR TRANSFER GARAGE RETURN WALLS. HEIGHT EXAMPLE: SSW2lx9-STK 0 0 0 0 ` BY OTHERS 2. SHIMS ARE NOT PROVIDED WITH STEEL STRONG -WALL. 0 0 0 0 (LTP4 SHOWN) s, 3. FURRING ON UNDERSIDE OF GARAGE MULTI -PLY HEADERS 111 HEADER MAY BE NECESSARY FOR POST & POST 4 REGISTERED DESIGN PROFESSIONAL LESSER ROUGH OPENING HEIGHTS. BASE DETAIL SSW2 (� 0 [] (J IS PERMITTED TO MODIFY DETAILS BY OTHERS -" I FOR SPECIFIC CONDITIONS. 1. STEEL STRONG -WALL SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG -TIE COMPANY, INC." REGISTERED DESIGN PROFESSIONAL H 1 O COMMON NAILS HOME OFFICE: 5956 W. LAS POSITAS BLVD., PLEASANTON, CA 94588 TEL: (800) 999-5099, FAX: (925) 847-1597. IS PERMITTED TO MODIFY DETAILS - - CURB (NOT INCLUDED) "SIMPSON STRONG -TIE COMPANY, INC." IS AN ISO 9001 REGISTERED COMPANY. FOR SPECIFIC CONDITIONS. �Ih TWO-STORY STACKED 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. a 0 WALL CONNECTION KIT 0 O O (} 3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING SYSTEM INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM WALL MODEL 4 WIDTH CONTENTS THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SPECIFIER. (in) NO. 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. GARAGE WALL OPTION 1 GARAGE WALL OPTION 2 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY 15 SSW15-2KT EACH KIT CONTAINS: ° II, ° I II . , .. COMPONENTS FOR THE STEEL STRONG -WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT NOTE: FOR GARAGE WALL OPTION 2 11 j (1) SHEAR TRANSFER PLATE TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION. (L .I r 11 t4 18 SSW18-2KT (with #14 SCREWS) 7 -FT. HIGH STEEL STRONG -WALL MODELS REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR: 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF - ( MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE SPECIFIER, ARE 80", 2" TALLER THAN 7 -FT. HIGH WOOD 1. SHEAR TRANSFER 4 OR 7 9 1�-_° li . 21 SSW21-2KT (2) 1"x 48" THREADED RODS ASTM A36) STRONG -WALL SHF_ARWALLS Z OUT OF PLANE LOADING EFFECT SSW2 SSW2 ALTERNATE REGISTERED DESIGN PROFESSIONAL (6) HEAVY HEX NUTS 7. SIMPSON STRONG -TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS 3. INCREASED OVERTURNING AND DRIFT DUE IS PERMITTED TO MODIFY DETAILS 24 8SW24-2KT INSTALLATION INSTRUCTIONS EXTERIOR ELEVATION WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. TO ADDITIONAL HEIGHT. FOR SPECIFIC CONDITIONS. --- 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE. ALTERNATE R L OPTIONS 3 TWO-STORY STACKED 6 TWO-STORY STACKED FLOOR FRAMING NOTES 1 NAME DATE 8-8-2016 SCALE N.T.S. CIIECKEll _ SHEET --- --_ W OF SHEETS TOB NO 4 z r I i O�O z z O i p W I W W i l'fl� ■ D� W m m m - W ZH o O O If N V CO i a O O ( O Q N N O N W Q N O rn v co O N M NAME DATE 8-8-2016 SCALE N.T.S. CIIECKEll _ SHEET --- --_ W OF SHEETS TOB NO 4 r • i i ■ - W ZH WOIt a r 5 - If NAME DATE 8-8-2016 SCALE N.T.S. CIIECKEll _ SHEET --- --_ W OF SHEETS TOB NO 4 LANDSCAPE DESIGNER � RYAN J B_ 1rrR LANDSCAPE DESIGN & BUILD mn# mmiumplowwomw-wo ml 714-975-1434 NOTICE TO CONTRACTORS: • CONTRACTORS SHALL NOTIFY RYAN BURRESS INC. OF ANY ERRORS, OMISSIONS, DISCREPANCIES, OR SPECIFICATIONS SO THAT RYAN BURRESS INC CAN CORRECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. • ALL WORK SHALL BE DONE IN COMPLIANCE_ OF LOCAL CODES AND STANDARD INDUSTRY PRACTICE. • ALL WORKMANSHIP SHALL BE OF QUALITY TO PASS INSPECTIONS BY APPLICABLE LOCAL AUTHORITIES. • THE CONTRACTOR SHALL SUBMIT ALL "SUBSTITUTIONS OR EQUALS" FOR APPROVAL TO RYAN BURRESS INC • DO NOT SCALE DRAWINGS PROJECT DESCRIPTION 1555 E. OCEAN BLVD WILL BE A NEW LANDSCAPE PROJECT. THE STYLE OF LANDSCAPE WILL COMPLIMENT THE TRADITIONAL STYLE OF THE HOME. ALL PLANTING WILL ADHERE TO WATER RESTRICTIONS. LANDSCAPE AREA TOTALS • TOTAL LOT AREA = 2,450 • TOTAL HOUSE FOOTPRINT (INCLUDING GARAGE) =1578 sqft • TOTAL IMPERVIOUS AREA = 797 sqft • TOTAL PERMIABLE AREA = 75 sqft SHEET INDEX L-00 COVER SHEET L-01 CONSTRUCTION PLAN vi C� ( N 1 t .y MAP 40 APPENDIX H PRESCRIPTIVE COMPLIANCE OPTION (A) This appendix contains prescriptive requirements which may be used as a compliance option to the Ordinance. (B) Compliance with the following items is mandatory and must be documented in a landscape plan in order to use the prescriptive compliance option: (1) Submit a Landscape Documentation Package which includes the following elements: (a) Date (b) Project applicant (c) Project address (if available, parcel and/or lot number (s)) (d) Total landscape area (square feet), including a breakdown of turf and plant material (e) Project type (e.g., new, rehabilitated, public, private, cemetery, homeowner - installed) (f) Water supply type (e.g., potable, recycled, well) and identify the local retail water purveyor if the applicant is not served by a private well (g) Contact information for the project applicant and property owner (h) Applicant signature and date with statement, " I agree to comply with the requirements of the prescriptive compliance option to the MWELO" (2) Incorporate compost at a rate of at least four cubic yards per 1,000 square feet to a depth of six inches into landscape area (unless contra-indicated by a soil test); (3) Plant material shall comply with all of the following: (a) For residential areas, install climate adapted plants that require occasional, little or no summer water (average WUCOLS plan factor 0.3) for 75% of the plant area excluding edibles and areas using recycled water; For non-residential areas, install climate adapted plants that require occasional, little or no summer water 38 (average WUCOLS plan factor 0.3) for 100% of the plant area excluding edibles and areas using recycled water; (b) A minimum three inch (3") layer of mulch shall be applied on all exposed soil surfaces of planting areas except in turf areas, creeping or rooting groundcovers, or direct seeding applications where mulch is contraindicated. (4) Turf shall comply with all of the following: (a) Turf shall not exceed 25% of the landscape area in residential areas, and turf shall not be planted in non-residential areas (b) Turf shall not be planted on sloped areas which exceed a slope of 1 foot vertical elevation change for every 4 feet of horizontal length; (c) Turf is prohibited in parkways less than 10 feet wide, unless the parkway is adjacent to a parking strip and used to enter and exit vehicles. Any turf in parkways must be irrigated by sub -surface irrigation, or by other technology that creates no overspray or runoff. (5) Irrigation systems shall comply with the following: (a) Automatic irrigation controllers are required and must use evapotranspiration or soil moisture sensor data (b) Irrigation controllers shall be of a type which does not lose programming data in the event the primary power source is interrupted. (c) Pressure regulators shall be installed on the irrigation system to ensure the dynamic pressure of the system is within the manufacturers recommended pressure range. (d) Manual shut-off valves (such as a gate valve, ball valve, or butterfly valve) shall be installed as close as possible to the point of connection of the water supply. (e) All irrigation emission devices must meet the requirements set in the ANSI standard, ASABE/100802-2014. "Landscape irrigation Sprinkler and Emitter Standard." All Sprinkler heads installed in the landscape must document a distribution uniformity low quarter of 0.65 or higher using the protocol defined in ASABE/ICC 802-2014. (C) At the time of final inspection, the permit applicant must provide the 39 owner of the property with a certificate of completion, certificate of installation, irrigation schedule and a schedule of landscape and irrigation maintenance BY SIGNING BELOW I AGREE TO ALL PROVISIONS PROVIDED IN THE APENDIX "H" OF THE NEWPORT BEACH LANDSCAPE ORDINANCE SIGN�r DATE SYMBOL COMMON NAME BOTANICAL NAME QUANTITY SIZE HEIGHT AT MAT. PF (ft) SL SEA LAVENDER L IMONIUM PERE ZII 5 5 GAL .2 2' NP NANA PIT1 ISPORUM P(I T ISPORUM CfOMPACI"L!M NANA 7 6 GAL .2 2' AG FOX "T"AIL.. AGAVE ACGAVE A I I ENUI `I'A BLUE FVaME 7 1 i GF.L 2 2' DA AEONiUM AEcONIUM ABOREUM 12GAL_ ?. 5' E3\N B0XINOOD SPT ERE HUXUS WINTERGE M SPI11E_.RE:, 10, ; GAI.." .2 3' ;RIGA 17N \ L 1, MA I nN v� ; G) 11) WA'1 E.RSLJ PLYISA_PC) TA r AAFt1N S"'AUIRf E -ON IT JISSIIE � O 2) ARACl 110185VPON CON TRO tERWIII NFIi SlrEl_ J ITISCONTROLLER n`0 0 $W � p )'VI'IISSW'THA'I `,ISI AN[�CIIYOI< I�AN:,.LS > F- 3) A PAIN t S'.1tYWl ,..:' `TAI l f) ,,';)MP`l'•NITL, CIAPTER?4' / n F L r'rl �:6" 'NEER � � I� j 4) AI VAI VES WIE i BE., 8/4. , AN I I r!PE i^N V/V._VE VESA u +.lS COMPI IES VVI IT -1 CITY � TJ � J T �� 1 . I _ r�" GMU 1=1(�E' ISI'T. S I C'V Vk VJ,/ (�REC AS� I CAL' � ORDINANCE C r _ m ADD NEW 42' "1 ALL PI' c 1 ERS. INST" STONE VENEER'•,N/ PR' - 'AST CAP STANDA.41 „RAY CONCE WI T ACI) JA SH RNISI-1 NEW 36' TALL_ BLOCK WALL. iN,S I ALL NEW CT TALL. WOOD GA TF ING` SCHEDULE hAODcLtt T:OP-UL.-"48 f -OP L Ilii"+:T9Y _EC: NrJDEt_i TOP -PL -414,710 PLiCh-ITS)–ED _ —MODE1.:r, ::�.)r-SL:"bf34 (TOPi_.,ar-liji_i:_D ORDEF?Pi�01t4 CT%L!CdF-!F3 '`'r3ANSFOF9NiEli NEEC`S TG E:`✓:C:DE-f;+?:-.OP GI_' J ONE- f v.) Pl�. ;�/ ' i F0'ri FONT, AND ONE FOR ::-,ACK ADJACENT NEIGHBOR EXISTING 6' n"ALL BLOCK NA . WAU... 10 E;EMAIN /`,,,'3-!S 3/8" DEI Rio GRAVED.... PROViDE'vVEED BARRIER NSTAL_L.. NEW 6'AL.L.. WOOD GATE A(;-ID''IONA!... "')IE,S r, I A, isA fr.: i P:T ..lC'A:ST . t.r..131 ', YARDS o PER 1,000 SOJA, "It r it t 6 !NC;E iEC) IN"IOL vUSCAF"'E. AREA (UNLESS CON TRA-INE:)IC',A ED BY AS( A I ES T1 2) A MINIM: iM 3 INC! ,1 `,v EI` J1 \/.:L .0 , : S1 AI-,- BE APPLIEf ON ALL T..-XPOS1.. D1 S'03... S"!RF ACI.'S 0; F'L_AN INC a AFIEiSAS E:XCE'('T" IN TURF AREAS. CREEE'!NG- Of; R001INC; i:aFOUNDCC:;�,/EF3S, OFi Dli�?E')'T SEF..:DEING AF'F'L.-!CA"l ON:i `/VL aLcE-sE Mt.J_(.;:+ IE i":CiN i i=i/'VPTL )IC:/\"I"ED. 3) sI DO._) N,.: �; F XC ET 'i: r 25 rn C,r r ( W I_» .,,AF -r_ AREA/;N?.) Tui URF W!L-L. NO -I E I:_PI,ANI EJ)INNON -RESIDENT'IAI_AREAS PIRORI "rO PLAN i':N" ; jr ANY MAT i:i IAI..".S, CXJMF'AC'I-ED SOILS SHALL BE E3ANSE=r l: iTME::(:) T+O A FF,'.1 1=. CGNDITIC%N. C:%F V ENGIFiEE iEC SLC>PES. ONLY AMENC)I:_.C) PI AN T1IVC:a H01 ES NE_ CED T 0 ME EE I I HIS RE.C<i_IIRE::"ME"N r". NEW 36" HIGH BLOCK WALL. AGREEMENT IS REOUIRED. S VENEER ARTIFICIAL_ TURF I!NSI"At_L NEW 6' TAL IL WOOD CRATE 'REPt_AC� EXISTING BLOCK WALL36" CLOCK VJAU _ ADJACENT NEIGHBOR INSTALL NEW U TALL WOOD GATE ,>» w.. ... ,Y.„ 3. L �,a. ... ! sL ,y^ ,.. f : ': l.. F. : sv. y .. ....,. m ,,: «� .a ✓xro" a-ro. ,.s ;.. i:. --� o .. ,........ .. .✓ .,`�.. , a,�. -.. �V.. r, O" ,. <.. 9 ,.. ,.>"§'i. , 3 H' ( R4 ."ry Y A a(.. a ..,.vx ,.. \> .a .<.. ....v.>v a . .. .u.("`ye S A l > .<: 4 R•'^r. $ V..., k.> tR .. ,.::. .. A .. : - '... r .., .:-- .M.. ,. , na. u Ke.. .r. �'�( \J .�,u .. ..,. ., ,k, .,a.,e �. i5::31i Y .� '. <p x. ..,.. ..✓ .., .. \ A.c o iS>. ... 7a ,.e.aca. .... .. ,✓, r, ,�,... r ;. , .. ".. a h. T'' .. ...,, .. .. .>... z, a. T,.�,k \\...a. r � .' ., if, .. t: >.... ✓ t.. . , 4,e 1 ?. E.c r .Y c . � .. �1. ._ .. ..' yy� ..>.. > r,:.... 7 .. .0 .» ......... ., ';.. .. _. _..- _..----- X (10 ;RIGA 17N \ L 1, MA I nN v� ; G) 11) WA'1 E.RSLJ PLYISA_PC) TA r AAFt1N S"'AUIRf E -ON IT JISSIIE � O 2) ARACl 110185VPON CON TRO tERWIII NFIi SlrEl_ J ITISCONTROLLER n`0 0 $W � p )'VI'IISSW'THA'I `,ISI AN[�CIIYOI< I�AN:,.LS > F- 3) A PAIN t S'.1tYWl ,..:' `TAI l f) ,,';)MP`l'•NITL, CIAPTER?4' / n F L r'rl �:6" 'NEER � � I� j 4) AI VAI VES WIE i BE., 8/4. , AN I I r!PE i^N V/V._VE VESA u +.lS COMPI IES VVI IT -1 CITY � TJ � J T �� 1 . I _ r�" GMU 1=1(�E' ISI'T. S I C'V Vk VJ,/ (�REC AS� I CAL' � ORDINANCE C r _ m `�) MAINS! JT , �� , VAi VL S WIE '.. F -i`— .NS I'AI I .EDA"T MAIN C"IJN\IECI 10N AND 5; > JE I MAIL �: L0 \,1ilUN v7) �>"IATtr N/,ra >1Pl�F-`a Jr; cL'r;r'<' SSI E 6 of 7) A`✓A'LA �I z \,,VA; I T R GPM ARE 6 ', 8 r 8) 1 1A`✓C COMPI �E D WI I I `11 :I. CRI ! E HIF OI 11'E WA I H ; EF (LCIE 3 T LANDSCAPE C z > _ Z 7 0 0 C $W NF "T UJ ORI )INANCE ANE? DESIGN SI ANDAI D AND I 1 °,VE A"'1'L IIT)'" I IFM FOR I iF = I-FEC"IEN I USE. OF WA I El IN 1-1 IF:: LANDSCAPE I l I }._SIO'\ PLAN _05 $W 6 ^ ;Ml, S`•?CUCTr,HF VV/ STONE VENEER'C";Jl 1N A(;-ID''IONA!... "')IE,S r, I A, isA fr.: i P:T ..lC'A:ST . t.r..131 ', YARDS o PER 1,000 SOJA, "It r it t 6 !NC;E iEC) IN"IOL vUSCAF"'E. AREA (UNLESS CON TRA-INE:)IC',A ED BY AS( A I ES T1 2) A MINIM: iM 3 INC! ,1 `,v EI` J1 \/.:L .0 , : S1 AI-,- BE APPLIEf ON ALL T..-XPOS1.. D1 S'03... S"!RF ACI.'S 0; F'L_AN INC a AFIEiSAS E:XCE'('T" IN TURF AREAS. CREEE'!NG- Of; R001INC; i:aFOUNDCC:;�,/EF3S, OFi Dli�?E')'T SEF..:DEING AF'F'L.-!CA"l ON:i `/VL aLcE-sE Mt.J_(.;:+ IE i":CiN i i=i/'VPTL )IC:/\"I"ED. 3) sI DO._) N,.: �; F XC ET 'i: r 25 rn C,r r ( W I_» .,,AF -r_ AREA/;N?.) Tui URF W!L-L. NO -I E I:_PI,ANI EJ)INNON -RESIDENT'IAI_AREAS PIRORI "rO PLAN i':N" ; jr ANY MAT i:i IAI..".S, CXJMF'AC'I-ED SOILS SHALL BE E3ANSE=r l: iTME::(:) T+O A FF,'.1 1=. CGNDITIC%N. C:%F V ENGIFiEE iEC SLC>PES. ONLY AMENC)I:_.C) PI AN T1IVC:a H01 ES NE_ CED T 0 ME EE I I HIS RE.C<i_IIRE::"ME"N r". NEW 36" HIGH BLOCK WALL. AGREEMENT IS REOUIRED. S VENEER ARTIFICIAL_ TURF I!NSI"At_L NEW 6' TAL IL WOOD CRATE 'REPt_AC� EXISTING BLOCK WALL36" CLOCK VJAU _ ADJACENT NEIGHBOR INSTALL NEW U TALL WOOD GATE ,>» w.. ... ,Y.„ 3. L �,a. ... ! sL ,y^ ,.. f : ': l.. F. : sv. y .. ....,. m ,,: «� .a ✓xro" a-ro. ,.s ;.. i:. --� o .. ,........ .. .✓ .,`�.. , a,�. -.. �V.. r, O" ,. <.. 9 ,.. ,.>"§'i. , 3 H' ( R4 ."ry Y A a(.. a ..,.vx ,.. \> .a .<.. ....v.>v a . .. .u.("`ye S A l > .<: 4 R•'^r. $ V..., k.> tR .. ,.::. .. A .. : - '... r .., .:-- .M.. ,. , na. u Ke.. .r. �'�( \J .�,u .. ..,. ., ,k, .,a.,e �. i5::31i Y .� '. <p x. ..,.. ..✓ .., .. \ A.c o iS>. ... 7a ,.e.aca. .... .. ,✓, r, ,�,... r ;. , .. ".. a h. T'' .. ...,, .. .. .>... z, a. T,.�,k \\...a. r � .' ., if, .. t: >.... ✓ t.. . , 4,e 1 ?. E.c r .Y c . � .. �1. ._ .. ..' yy� ..>.. > r,:.... 7 .. .0 .» ......... ., ';.. .. _. LEGEND I I DESCRIPTION I # DECK BRICK WALL BUILDING ------------- - - - - - - - - - - PROPERTY LINE 949 FENCE FAX 949 N.G. NATURAL GRADE P.P. POWER POLE WM WATER METER F.F. FINISH FLOOR G.F. GARAGE FLOOR CONC. CONCRETE F.S. FINISH SURFACE M.H. MAN -HOLE P PLANTER A.C. ASPHALT T.G. TOP -GRATE ARCHITECTURE JAY S. CRAWFORD, A,IA, 470 WALD IRVINE, CA. 92618 949 453-9893 FAX 949 453-9895 TEMPORARY SHORING PLAN 2911 E. LA PALMA AVE. ANAHEIM, CA 92806 LEGAL DESCRIPTION: LOT 32, TRACT NO. 518, BLOCK B BENCH MARK: SHORING NOTES: 1. EXCAVATIONS AND SHORING SHALL BE MADE ENTIRELY WITHIN THE PROPERTY LINES. 2. "LICENSED SURVEYOR TO PROVIDE MONITORING OF SHORING AND IMPROVEMENTS ON ADJACENT PROPERTIES AND SUBMIT RESULTS WITH A REPORT TO THE SHORING DESIGN ENGINEER AND TO THE BUILDING INSPECTOR ON A DAILY BASIS DURING EXCAVATION AND SHORING AND WEEKLY BASIS THEREAFTER. WHERE DEWATERING IS REQUIRED, MONITORING SHALL CONTINUE UNTIL DEWATERING IS STOPPED." 3. GEOTECHNICAL ENGINEER TO STAMP AND SIGN THE SHORING PLAN, CERTIFYING THAT THE DESIGN IS IN COMPLIANCE WITH HIS SOILS REPORT RECOMMENDATION. 4. "IN LIEU OF SPECIAL INSPECTION BY DEPUTY BUILDING INSPECTOR, GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS INSPECTIONS DURING SHORING AND EXCAVATION OPERATIONS AND DURING REMOVAL OF SHORING." 5. "CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING THE SHORING OR EXCAVATION WORK." 6. SHORING INSTALLATION IS GENERALLY DONE WHEN YOU FIRST, PREDRILL TO THE APPROXIMATE DESIGN DEPTH TO FACILITATE THE INSTALLATION OF THE PILES. IF ADDITIONAL DEPTH IS REQUIRED, DOWN FORCE APPLIED WITH A BACKHOE OR SIMILAR DEVICE CAN BE USED TO PUSH THE PILES TO THE INTENDED DEPTH. LIGHT TAMPING CAN ALSO BE USED. IN NO CASE, SHALL VIBRATORY METHODS BE USED TO INSTALL THE PILES DUE AS THIS MAY INDUCE A POTENTIAL FOR VERTICAL MOVEMENT ON ADJACENT PROPERTIES. SECOND, LAGGING BOARDS ARE PLACED IN 12" INCREMENTS FROM TOP TO BOTTOM TO HOLD THE SOIL IN PLACE. BACK FILL ANY VOIDS CREATED BEHIND WOOD LAGGING. IN NO CASE SHALL THE SHORING DESIGN DEPTH BE EXCEEDED AT ANY TIME. 7. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND/OR UNDERPINNING. LEGEND !P 1i TEMPORARY SHORING AND PIPE SPACING -b ----o - - o-- -----�vZ' CPUNTY OF ORANGE BENCH MARK 3 NB1 4 71 ELEVATION = 7.828 NAVD 88 DATUM ,, le I I i t vo;L w ADDRESS OF PROJECT: IN • '699 42 GENERAL 1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE. NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL 2. DUST SHALL BE CONTROLLED BY WATEERING AND/dR. DUST PALLITIVE. 3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD, 4, WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 6.00 PM. SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10.28 OF THE NBMC. 5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONSTROLLED PER SECTION 10,28 OF THE NBMC. 6, THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL. TIMES. 7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES, 8. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED. TO PROTECT ADJOINING PROPERTIES DURING 'THE GRADING OPERATION. 9, CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING COLE AND APPROVED BY THE BUILDING OFFICIAL, 10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGIS r AW) PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. 11, POSITIVE .DRAINAGE SI-IAL.L BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS, 12„ FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE, AT THE; 3PPP,:O- PRIATE TIMES SHALL RESULT IN FORFEITURE OF THE CONSTRUCTION SITE CLEANUP DEPOSIT, 13, ALL PLASTIC DRAINAGE PIPE SHALL CONSIT OF PVC OR ABS PLASTIC AND EITHER ASTM 27519 ASTIr1 D1 527, ASTM D3034 OR ASTM D1785,, 14, NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURDS, GUTTERS OR STORM DRAINS„ ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE, NBMC 17632.020 EROSION CONTROL 1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE BETWEEN OCTOBER 15 TO MAY 15, 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES. SHALL BE IN PALCE AT THE END OF EACH WORXING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT, DURING THE RE14AINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHENEVER TETE DAILY RAINFALL PROBABILITY EX- CEEDS 50 PERCENT. 4, LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED AND A CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAIVED BY THE CITY GRADING ENGINEER, 5, TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT, .......... .. . REQUIRED INSPECTIONS 1, A PRE -GRADE MEETING SHALT BE SCHEDUITED 48 HOUR,s PRIOR T'0 START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT; OVJSB'R, GRADING COATIRACTCR, D]TSItS CIVLL ENGINIM, SOILS ENGINEER, CEt7IOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES, REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MFMING. 2, A PRE -GRADE MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB -GRADE; PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT; OWNER, PAVING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY GRADING ENGUNT...ER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WALL BE OUT'FrINECI AT THE MEETING. GRADING FILLS/CUTS 1 GRADED SLOPES SIRAT,T, BE NO STEEPER THAN 2 HORIZONTAL TO 1 VEFJ'ICAL. 2. FITT,, SDOPES `>RALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE, 3, ALL PILLS `. HALL BE COOPACTF7 THROUGHOUT TO A MINIMIU4 OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST IVETHOD 1557, AND APPROVED BY TT3E SOILS F,NGINEM. CC1vIPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIMM QUMTITY TO A�T TO THE OVBRATaT, CC�IPACTION EFFORT APPLIED TO THE FILL AREAS, 4.. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE, FILL, 5. FLIES SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL, 6, ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED, 7, ANY EXISTING IRRIGATION LINES AND CISTERN; SHALL BE R 4NM OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED 13Y THE SOILS ENGINEER. 8, THE. ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYON'S, INSPECT EACH CANYON, FOR :AREAS OF ADVERSE STABILITY' AND DE`CERMINE TBE PRDSENCE OF, OR POSSIBILITY OF FUTURE AC- CUvOIRrION OF, S(LBSURFACE WATER OR SPRING FLOW, IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FML M .EACH RESPECTIVE CANYON. 9. TUE EXACT LOCATION OF `'ERE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 10, ALL TRENCH BACITILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING. 11., THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY GRADING ENGINEER, 12. LANDSCAPING OF.ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC. 13, ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMIlVE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL' GEOLOGICAL HAZARDS, TREATMENT TO THE CITY GRADING ENGINEER FOR APPROVAL. THE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARYi3FA 14, WHERE SUPPORT OR BUTTRESSING OF CUT 2 NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND ,SOILS ENGINEER, 'M SOILS ENGIMF9Z WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE CITY GRADING :ENGINEER PRIOR TO CONSTRUCTION, 15. TIE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHAU INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND :ADJACENT STRUCTURES UPON COMPLETION, 16. WHEN CUT' PADS ,ARE BRO0GfIT TO NEAR. GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE.BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER., IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SPOILS ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING, 18, NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGIN R, THE SQ11,03 ENG NEER, THE; ENGINEERING GEOLOGIST OR THE TESTING ACMCY FINDS THAT THE WORK IS NOT BEING LONE IN CON- FORMANCE WITH T`I,E 7TPRQVVED GRADING PLANS, THE DISCREPANCIES SMALL BE REPORTED D94EDIATELY IN WRITING TO THE' PER- SON IN CHARGE OF THE GRADING WORK AND TO TEM CITY GRADING ENGINIMR. RSCCUeENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SLBMITT'L,D TO TTIB CITY GRADING FNGINF;ER FOR APPROVAL, <10O'CUMENTAT I ON AN ASS, ILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, 1, .Q . BU C AS -GRADED GROUND SURFACE .EI,EVATTONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUB - SU 'ACF DRAINAGE FACILITIES. WE SHALL, P",a.DE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCW WITH THE FINAL APPROVED GIUM)ING PLAN ARID STATE THE NUMBER OF YARDS OF CUT AND;OR FILL MOWED DURING THE OPERA'T'ION. 2, A SOILS GRADING REPORT PREPAREO BY' 9T3E SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATIONS OF FIELD DENSITY TESTS, SUi:>'a?4ARIES OF FIELD AND LABORATORY ? SULTS AND OTHER SURSTATIATED DATA AND CO!+ENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EPIPBOT Oto 'THE RE-C:OIr`IME`bU4GJ0X$ MADE IN TIM, SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF Tle SITE FOR THE IN111DED USE AND COMPLETION OP WORK IN ACCOR- DANCE WITH THE JOB SPECIFICATIONS. 3. to GEOLOGIC GRADING RE:POFn' PREPiARF3 BY T'IIE ENOA1C .f1 k l n INCLUDING A FI%1€ L DESCRIPTIC)N OF THE GEOLOGY OF THE SITE, IiVCLUDING ANY IMEW INFORgT, I'01T DI #'. , 13IJRING TIRE G�TNG AND THE EFFECT OF S3hT ON RECC�)CATIONS INCORPORATED N1 THE ?kUPROVED Gf2AgILT G PLAN. MI ,P( 11DE WR12TTZN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS Ari kX:'I'ED BY G�±Ck3GT4�, li� . THE FOLLOWING SPECIAL GRADING PROVISIONS ARE RECOMMENDED FOR THE GRADING OF THIS PROJECT IN ADDITION TO THE GRADING SPECIFICATIONS, GENERAL PROVISIONS INCLUDED IN THE APPENDIX OF THIS REPORT. 1. THE CONSTRUCTION MAY INCLUDE RETAINING OR GARDEN WALLS WHICH MAY OR MAY NOT BE SHOWN ON THE CURRENTLY AVAILABLE PLANS. SUCH WALLS SHOULD BE CONSIDERED AS PART OF THE STRUCTURES TO BE CONSTRUCTED, AND FOUNDATION DESIGN,, CONSTRUCTION, AND, GRADING RECOMMENDATIONS PRESENTED IN THIS REPORT SHOULD APPLY TO THESE WALLS AS IF THEY WERE PART OF THE BUILDING. 2. THE NATURAL SOILS IN AREAS TO RECEIVE FILL OUTSIDE THE BUILDING PADS SUCH AS HARDSCAPE AREAS SHALL BE SCARIFIED AND COMPACTED TO A DEPTH OF 12 INCHES BELOW THE EXISTING SURFACE AFTER CLEARING AND GRUBBING. 3. ANY VOIDS CREATED DURING THE REMOVAL OF THE EXISTING HOME, FOUNDATION, EXISTING UTILITY LINES OR ROOTS WILL NEED TO BE PROPERLY EXCAVATED AND BACKFILL WITH COMPACTED SOILS AS PART OF THE SITE GRADING. 4. SHORING MUST BE PROVIDED PRIOR TO OVEREXCAVATION OF THE LOT. RECOMMENDED SHORING PROCEDURES/METHOD ARE PROVIDED IN SECTION 5.7.1 OF THIS REPORT. 5. ONCE SHORING IS IN PLACE, THE EXISTING SOILS BELOW THE BUILDING PAD AND HARDSCAPE AREAS SHALL BE OVEREXCAVATED TO A DEPTH OF 36 INCHES BELOW EXISTING GRADE AND THE RESULTING SURFACE SCARIFIED/RECOMPACTED TO A DEPTH OF 12 INCHES PRIOR TO REPLACING WITH SOIL -CEMENT COMPACTED FILL. SOIL -CEMENT WILL INCREASE THE COHESION AND WORKABILITY OF THE SOILS. PORTLAND CEMENT SHALL BE ADDED AND BLENDED INTO THE SOILS IN A RATIO OF 2 SACK CEMENT PER ONE CUBIC -YARD OF SOIL. THE STIFFENED SOIL WILL REDUCE CAVING POTENTIAL OF THE SOILS WHICH WILL ALLOW THE FOOTING, EXCAVATION TO REMAIN NEAT AND SQUARE UPON EXCAVATION. SOIL - CEMENT WILL ALSO CREATE A RIGID SOIL MASS SIGNIFICANTLY MORE RESISTANT TO THE EFFECTS.OF LIQUEFACTION AND SEISMIC SETTLEMENT. 6, ALL SCARIFICATION AND REMOVALS SPECIFIED HEREIN SHALL EXTEND TO A DISTANCE OF AT LEAST 2 FEET BEYOND .ALL FOOTING, BUILDING, AND HARDSCAPE EDGES UNLESS PROPERTY LINE OR OTHER CONSTRAINTS EXIST. SPECIAL RECOMMENDATIONS WILL BE PRESENTED DURING GRADING FOR GRADING IN THOSE AREAS WHERE CONSTRAINTS ARE PRESENT. 7. SOIL UTILIZED FOR FILLING SHALL CONSIST OF APPROVED ON-SITE OR IMPORTED SOIL. ON-SITE SOILS WHICH ARE FREE OF TRASH, DEBRIS, AND ORGANIC MATERIALS CAN BE CONSIDERED AS SUITABLE. 8. ANY IMPORTED SOIL SHALL BE APPROVED BY THE SOIL ENGINEER FOR BOTH EXPANSIVE AND STRENGTH QUALITIES PRIOR TO IMPORTATION TO THE PROJECT SITE. FINAL ACCEPTANCE OF ANY IMPORTED SOIL WILL BE BASED ON OBSERVATION OF THE SOIL ACTUALLY DELIVERED TO THE SITE. 9. ALL FILL SHALL BE COMPACTED TO AT LEAST 90 PERCENT RELATIVE COMPACTION. 10. THE MAXIMUM DENSITY OF ALL SOILS SHALL BE DETERMINED IN ACCORDANCE WITH A.S.T.M. TEST METHOD D-1557. THE MAXIMUM DENSITY OF AGGREGATE BASE SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST METHOD 216. 11. THE SOIL PLACED IN THE UPPER 12 INCHES OF THE STRUCTURE AND HARDSCAPE AREAS SHALL BE PLACED AT A MOISTURE CONTENT OF AT LEAST 1-2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT IF EXISTING ON-SITE OR SIMILAR SOILS ARE USED. IF SIGNIFICANT DRYING OCCURS PRIOR TO SLAB OR HARDSCAPE PLACEMENT, MOISTURE CONDITIONING OF THE SLAB AREA BY FLOODING OR OTHER MEANS MAY BE NEEDED PRIOR TO SLAB PLACEMENT. 12. ALL OTHER FILL SHALL BE PLACED WITH A MOISTURE CONTENT OF OPTIMUM OR GREATER. 13. ALL GRADING PLANS SHALL BE FORWARDED TO THE SOIL ENGINEER FOR REVIEW AND COMMENT PRIOR TO THE START OF CONSTRUCTION. 5. DESIGN AND CONSTRUCTION RECOMMENDATIONS 5.1 Foundation Design and Construction The earth materials on this site when property prepared are considered suitable for the support of the proposed structures using a mat foundation system, as allowed by the city of Newport Beach Liquefaction mitigation policy. It is our opinion that Options 1 or 2 are appropriate methods which will be most economical for the project when considering grading and material costs. These options are provided below: RESIDENTIAL MINIMUM SHALLOW LIQUEFACTION MITIGATION METHODS:' 1. Strengthened slab on grade foundation system (minimum requirements). a. Foundation slab: 1. Concrete slab shall be a minimum of 5 inch actuat thickness; H. Reinforcement equivalent to N bars at 12 inches on center each way, equivalent bar spacing shall not exceed 18incheson center, located at the center of the slab; and iii. Doweled connections between the slab and footings with #4 bars at 24 inches on center maximum spacing. b. Foolmgs: 1. Embedded 24 inches or more below the finish grade; and ii. Reinforced with 2-#5 bars at tap and bottom. c. All pad footings shall be tied by grade beams in not less than two directions. I. Embedded 24 inches or more below finish grade. 2. Structurat Mat Foundation. a. Minimum 12 inch thick engineered slab. 3. Posmension Slab Foundation System. 4. Modified Soil Mat. - a. The top 5 feet of soil shall be mixed with cement at a ratio of 2 sacks per cubic yard of soil; b. The soil -cement mix shall be recompacted in place; and c. All pad footings shall be tied by grade beams. S. Other Engineered Foundation System. A foundation system designed by a licensed civil engineer based on soils or geotechnical report recommendations, which meets or exceeds the mitigation measures above, and is approved by the Chief Building Official. _ Design parameters for Options 1 and 2 are provided below. A 12" mat foundation may be designed using an allowable bearing value of 800 pounds per square foot. An increase of 1/3 of the aforementioned bearing value is permissible for short duration wind or seismic loading. Retaining wall parameters are shown in the following section. These bearing values are considered to be net values and as a result the weight of the mat may be ignored in calculating the footing loads. A conventional footing and slab system may be designed using an allowable bearing value of 1,200 pounds per square foot for footings placed to a minimum width of 12 inches and a minimum depth of 24 inches below the lowest adjacent finished grade. This value was calculated assuming no cohesion. This value is considered conservative due to the fact that the soils will be stiffened with the addition of cement. An increase of 113 of the aforementioned bearing value is permissible for short duration wind or seismic loading. The above bearing values have been based on footings placed into approved compacted fill. These bearing values are considered to be net values and as a result the weight of the footings and/or backfill above the footings may be ignored in calculating the footing loads. Lateral For purposes of resisting lateral forces, an allowable lateral soil pressure of 177 pounds per square foot per foot of depth may be used for the design. A coefficient of friction of 0.31 may be used for concrete placed directly on the natural soils or compacted fill. These values may be combined without reduction for resisting lateral forces. The above values are based on footings placed directly against previously compacted fill. In the case where footing sides are formed, all backfill against footings should be compacted to at least 90 percent of maximum density. Foundation Construction All foundation excavations should be observed by the project soils engineer prior to the placement of forms, reinforcement, or concrete. The excavations should be trimmed neat, level, and square. All loose, sloughed, or moisture softened soil should be removed prior to concrete placement. Excavated material from footing excavations should not be placed in slab -on -grade areas unless properly compacted and tested. 5.1.2 Settlement Based on the general settlement characteristics of the in-situ soil types, the use of soil/cement and the anticipated loading, it has been estimated that footings will settle approximately 118-1/4 inches due to static settlement. Differential settlement is expected to be about 112 of the total settlement. It is anticipated that the majority of the settlement will occur during or shortly following the completion of construction as the loads are applied. Differential settlement is not expected to exceed one- quarter inch in any 20 foot horizontal distance. The above settlement estimates are based on the assumption that the grading will be performed in accordance with the grading recommendations presented elsewhere in this report and that representatives of this firm will observe or test the bearing conditions in the footing excavations. 5.1.3 Seismic Design Seismic design of the structures should be performed using criteria presented in the 2016 California Building Code (CBC). Seismic Design Parameters Design Parameter Recommended Value Design Fault Newport -Inglewood (Offshore) Fault Fault/Site Distance 1-2 miles PGAM .72g FPGA 1.0 PGA .72g The (PGA) is a probabilistic value based on a 2% probability of being exceeded in 50 years. This value was determined using a Ground Motion model supplied by the US Geological Survey on their website. The following geotechnical design parameters are presented, as defined in 2016 CBC 2016 CBC Seismic Design Parameters (Based on ASCE 7-10 Standards) Site Location: 1556 Ocean Boulevard, Newport Beach, CA Site Class: _D From CBC 2016 Fa = 1.0 From CBC 2016 Fv = 1.5 From CBC 2016 Ss = 1.730g USGS Seismic Design Website (Site Class B) S1 = 0.637g USGS Seismic Design Website (Site Class B) ' !%, •`gets ima ; FINISH SURFACE . � D SMS = FaSs = 1.730, SM1=FvS1=0.956, .5p, 2/3 SMI = 0.637, 1 213 SMs =1..1549 1 5491 5.2 Retaining Walls (If Any) Retaining walls may be designed using the following parameters: Bearing - See Section 5.1 Active Earth Pressure (Cantilevered Walls) Level Backfill - 44 psf/ft At -Rest Earth Pressure (Restrained At Top'Walls) Level Backfill - 62 psf/ft Passive Earth Pressure - 177 psf/ft Sliding Coefficient - 0.31 Soil Density- 120 pcf Sliding friction and passive resistance may be combined without reduction in calculating the total lateral resistance. Passive pressures may be assumed to become constant at a value of 5 times the above values below a depth of 5 feet. All retaining wall backfill should consist of soil with an expansion index of 20 or less. The soils existing on the site were found to possess very low expansion potential. These soils can be used for backfill of retaining walls. Retaining walls should be provided with a subdrain to reduce hydrostatic pressures. 5.3 Concrete Slabs All slab -on -ground floor slabs shall be constructed over a 15 mil (or equivalent puncture resistant, such as Stego Wrap) plastic membrane. The plastic membrane should be properly lapped, sealed, and protected with at least a two inch thick layer of sand below the plastic membrane; however the concrete can be placed directly on the plastic membrane or optionally over a 2 inch layer of clean sand. This construction detail will reduce future vapor movement upward through the slab. Slab placement using proper concrete mix slump and careful proper curing of the slab must be implemented. In addition, the 2016 California Green Code requires the placement of a 4 inch layer of gravel below the slab to act as a capillary break. It is cautioned that slabs in areas to receive ceramic tile or other rigid, crack sensitive floor coverings must be designed and constructed to reduce hairline cracking. Extra reinforcing and careful control of concrete slump to reduce concrete shrinkage are recommended. The following geotechnical recommendations are presented for your consideration: 1. The finished grade of the building pad should be made by overfilling and cutting back to a firm, compact surface. The required depth of overfilling will depend on the soil types, contractors equipment, and other factors. 2. The concrete contractor and underground subcontractors should be prohibited from placing excess soil from excavations on the building pad unless these materials are compacted and tested. VICINITY M 75 LEGEND T, .W TOP OF WALL 7 F. TOP OF FOOTING l5 FINISH SURFACE r. G., FINISH GROUND F,'!' FINISH FLOOR A6. TOP OF GRATE I9W. BACK. OF WALK 77C. TOP Or CURB T,6. TOP OF BERM G.F. GARAGE FLOOR /7 t4 FLOW LINE INVERT (lag, EXIST. ELEV. /Of PROP. ELEV. 7-6. TOP OF GRATE . PLANTER AREA =� EXIST. WALL - PROF? GARDEN WALL PROP. RETAINING WALL . 0 5, 0 0O1.rA N 5,OOU7' CU RW CU YD. 3. The project structural engineer should be consulted regarding the design of the slab thickness, reinforcing, and joint design spacing and details. A coefficient of subgrade reaction (K value) of 150 psilinch may be used for design of the concrete floor slabs. 5.4 Soil Plasticity The results of Atterberg Limits classification tests are a$ follows: Sample Liquid Plastic Plasticity Location Limit LL Limit PL Index PI B-1 @ 0-2' "Sample could not be rolled into a 1/8 thread " PI = 0 The near -surface soils on this site are considered non -plastic. 5.5 Expansive Soils The results of tests indicate that the mostly granular near•surface soils on the site possess very low expansion potential. The test results are as follows: Sample Expansion Location Index B-1 @ 0-2' 0 As the soils on the site are considered non -expansive and have an Expansion Index of less than 20, no special foundation or slab design is considered necessary for this site. Minimum designs are provided in Section 5.1 of this report. Additional testing will be performed during grading and final recommendations will be presented in our Geotechnical Report of Rough Grading. It should be noted that slab, footing, and other construction details may change based on testing during grading. T t.�� CIA?, A?, J\F Fd..�.n f f."-� 1. CONSTRUCTIONCONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON PROJECT. 2. ALL EXISTING TOPOGRAPHY AND PROPOSED GRADES SHOULD BE FIELD VERIFIED PRIOR TO CONSTUCTION. 3. EARTHWORK AND OTHER CONSTRUCTION ITEM QUANTIES ARE ESTIMATES FOR AGENCY SUBMITTAL OF THIS PLAN AND ARE NOT TO BESUSED FOR CONSTRUCTION COST ESTIMATES FOR BIDDING PURPOSES. CONTRACTOR(S) TO DEVELOP OWN QUANTITIES FOR BIDDING PURPOSES. 4. A SOILS INVESTIGATION MUST BE MADE BY A QUALIFIED SOILS ENGINEER AND/OR GEOLOGIST. SOILS AND EARTH ACCEPTABILITY ARE NOT UNDER PERVIEW OF THE RESPONSIBILITY OF DESIGN PROFESSIONAL FOR THIS GRADING PLAN. ANY SOILS RECOMMEDATIONS NOTED OR PLACED ONTO THIS PLAN ARE DIRECTLY FROM THE SOILS REPORT AND ARE NOT THE DETERMINATION OR RECOMMEDATIONS OF THE PLAN DESIGN PROFESSIONAL. 5. ALL RETAINING WALL DESIGNS, T.W., T.F., STRUCTURAL, THICKNESS, SUBDRAINS, ETC. ARE TO BE BUILT PER STRUCTURAL ENGINEER AND NOT BY INFORMATION SHOWN ON THIS PLAN. DESIGN OF RETAINING WALLS IS BY OTHERS, NOT THE DESIGN PROFESSIONAL OF THIS GRADING PLAN. 6. HOUSE WATERPROFFING AND WEEP SCREED FUNCTION PROTECTION SHALL BE A DESIGN AS PER THAT SHOWN BY THE ARCHITECT OF THIS PROJECT. 7. THE SURVEY,..OF THIS PROJECT IS NOT THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL FOR THIS GRADING PLAN, THE SIGNATORY PROFESSIONAL WILL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS THAT COULD HAVE BEEN CORRECTED DURING THE CONSTRUCTION OF THIS PROJECT BY EITHER THE SURVEYOR OR BYY:THE CONTRACTOR. 4" Cosicrele Of 6- 101350'1 3" French drain porforollon 0 bottom. Crushed Rock Filter :Cloth Lap 6" 0 lop) 12' .Perforated drain/trench detail AV/, CITY OF NE,4?ORT BEACH REQUIRED FOR PERMITTING cove. II CONSTRUCTION N07 -E5 1W3 10 INSTL, 4" DIA. DECK DRAIN, NDS OE EQUAL I (D NSTL. 4" DIA. PLANTER DRAIN W/ATRIUM, NDS OR EQUAL @ INSTL. 4" DIA. DRAIN PIPE, SDR. 35 PVC CON,-. (D INSTL. 3" DIA. DRAIN PIPE, SCH. 40 0 CONST. CURB GORE PER CITY STD. 184-L fs 18 CONST. PERFORATED DRAIN/TRENCH PER CITY, DETAIL HEREON C7) PROTECT EXIST. WATER METER 08, INSTL. SEWER CLEAN-OUT PER CITY STD. 406-L 0 0 I< /.C7 ,�WSr 15 F'OfJIVP 70 04eA7R(1Lr'y' 9 4" TO 3" DIA. PIPE TRANSION W/BUBBLER, 9.75 INV? 40 9.17 cp -j 9,11 co/vc. 15, 12.66 C, cove F.6 141 C,scolvc. IN't 6 u Jj 12.7TW In t9.ee P A> VC I I 77' //VV9 201 19 00, 4�!!,�Iv- 361no Fee ® , U. 111,5T—W 9.85FS I �v PROPERTY #1 82*' / •N; ',12� 5 it - I I I I co -vc, m N, p LINE 00 30.0 CNNC A # 3 # fS 46 b,# 9,63 .7�7 14* 7 10.06 �p Q 49FS c I A covc. 0 40 v I 1.0 12.75 CON v 13.28FE xk�l ItN _9 12.72 r- 0. > 0 1> 32 n% # 1#2 `1% % IF Q� 1.02 Leod to Ull PROPERTY # e 4F LINE NORTH 01 161 SCALE: 1 "=8' NOTE: RECORD EASEMENTS ARE NOT PLOTTED IF ANY. SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. r FOR FZ 19SIWA16, �r ii5 vVR L WEEi* SCREED?-' W,97 -ER PROOFYN6 5'ffE ARCH, PLAA15: Ll Av 0, 7 e' IV -T '71109 /W91V - IA16 jr) T j 3! Wq /4 10.0 0 8 fs , X, 4. fs # # 1115 S 50 6'1'qe ROPERTY 51-10,1011V6 R4 -19 LINE /01 17.2T'c 917 # LEAD & TAC31 59 - W117"7�511 11.48 ng NEW SLAB SHALL INSTALL A CAPILLARY BREAK 12VP # 11,E 0 A 2—INCH THICK LAYER OF SAND OVER A VAPOR # fs /0 BARRIER MEETINT ASTM 1745 (15 MIL) OVER 2— 3 1 %11�/ 341 INCHES OF SAND, OVER 4—INCH THICK BASE OF 1/2 INCH OR LARGER CLEAN AGGREGATE 3+ 9 fs o -9 90 # 00, # cl, . F 69 4r I / / - I # 4 5F 18 # SPECIAL NOTES �r4> 303 so 010.78 sewer co A. 302 10.87 ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS 0 MAY I I I "`� OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS,.CONDITIONS AND RESTRICTIONS WHICH10, 1 1 BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACTYYOUR COMMUNITY m # A99011TATTON9 PRTOR Tn rnMMVNrV.M7WT nV AMV 110MQTWTrMTnAT ATTMUnDT7Vn Vv MUT9 nV`nn,,, W 150 i2o CO CN (> 2 r u0- 0 5 1 1 1H x a< LL C �U is U (y) co C), < cy) 3: Lo 0,0- C R _9 C001) 150 is 150 P"'RELIMINARY EROSION CONTROL PLAN THE FOLLOWING BEST MANAGEMENT PRACTICES ARE TO BE ABIDED WITH IN ACCORDANCE TO THE LATEST CALIFORNIA STORMWATER QUALITY ASSOCIATION BEST MANAGEMENT PRACTICES HANDBOOK ("CASQA BMP HANDBOOK") SE -1 SILT FENCE PER CASQA BMP HAN[ - SE -8 GRAVEL BAG BERM f HIGH PER CASQA BMP HANDBOOK SE -10 STORM DRAIN INLET PROTECTION TC -1 TEMPORARY CONSTRUCTION ENTRAN FILTER FABRIC DEPTH=B" PER CA' EC -7 GEOTEXTILES AND MATS (JUTE r SE -7 STREET SWEEPING WM-3 STOCKPILE MANAGEMENT PER CAc WM-1 MATERIAL DELIVERY AND STORAG VVAq"8 WM-8 TEMPORARY CONCRETE WASHOUT P SANITARY MANAGEMENT (PORTASL THE FOLLOWING BEST MANAGEMENT PRACTICES ARE TO BE I VEHICLE AND EQUIPMENT CLEANING VEHICLE AND EQUIPMENT FUELING VEHICLE AND EQUIPMENT MAINTENANCE THE FOLLOWING BEST MANAGEMENT PRACTICES ARE TO BE 1 PROJECT DURATION. SCHEDULING MATERIAL USE WATER CONSERVATION NORTH 0' 8° 16' r -; � p SCALE. 1 "=8' P AND EROSION CONTROL TES: 1 . IN CASE OF EMERGENCY CALL: 1' k) -v" 4A4bbll c v WORK TELEPHONE NO.: ClLt 1— I � a HOME TELEPHONE NO.: 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL OR CITY ENGINEER. 4. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5—DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. 5. AFTER A RAINSTORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM STREETS, CHECK BERMS AND BASINS. 6. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE TO BE DIRECTED TOWARD DESILTING FACILITIES. 7. THE PERMITTEE SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. 8. ALL TEMPORARY GRADING HAUL ROADS WITHIN AREAS WHICH ARE TO REMAIN UNDEVELOPED AND NATURAL SHALL BE RESTORED TO NATURAL CONDITIONS AND REVEGETATED WITH NATIVE GRASSES UPON COMPLETION OF GRADING OPERATIONS. 9, ALL CONSTRUCTION'VEHICLES OR EQUIPMENT, FIXED OR MOBILE OPERATED WITHIN 1000' OF A DWELLING SHALL BE EQUIPPED WITH PROPERLY OPERATING AND MAINTAINED MUFFLERS. 10. ALL OPERATIONS SHALL COMPLY WITH ORANGE COUNTY CODIFIED ORDINANCE DIVISION 6 (NOISE CONTROL). 11. STOCKPILING AND/OR VEHICLE STAGING AREAS SHALL BE LOCATED AS FAR AS PRACTICABLE FROM DWELLINGS. 12. EROSION CONTROL DEVICES WILL BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES, AND PLANS OF THESE CHANGES SUBMITTED FOR PLAN CHECK AS REQUIRED. 13. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN THE SITE IS LEFT TO THE DISCRETION OF THE FIELD ENGINEER. 15i