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HomeMy WebLinkAbout228819_2_Corrections.docxRESIDENTIAL PLAN CHECK COMMENTS Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org PLAN CHECK NO: 10192519 PROJECT ADDRESS: 1930 N Westwood Ave PLAN CHECK ENGINEER: So, AnsonTEL:714 647-5830FAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): R-3, U PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 3/30/2017 INITIAL REVIEW 5/12/2017 EXPIRATION 9/26/2017 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Modesto Solis 3. TEL: (951)415-3485 FAX: VALUATION: $49,050.00 EMAIL: modesto@mycompleterenovations.com FLOOD ZONE: X-0602320144J Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2016 California Residential Code (CRC); 2016 California Building Code (CBC); CMC = 2016 California Mechanical Code; CPC = 2016 California Plumbing Code; CEC = 2016 California Electrical Code; T = Table; ICC = International Code Council.All items noted on this plan check report must be addressed. If you feel that an item is not applicable to your project, note “N/A” and discuss the reason with the plan checker.Please indicate the sheet number and detail to the right of each correction, or note the number on the plans where the correction is made. Resubmit marked original, calculations and this correction sheet. A separate sheet for response may be used.Resubmit 3corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5830 for an appointment.The drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2010 California Building Standards Code with local amendments and to clearly indicate the scope of work under this building permit application. There may be additional requirements when complete construction drawings and supporting data is submitted for Building Safety Division review. Please see corrections on submitted plans. Red marked set must be returned with revised plans. Plans resubmitted without the red markup set may result in delayed review time and additional plancheck fees. All drawings and supporting documents shall be prepared, stamped, and signed by a California licensed architect or registered professional engineer. (CRC R301.1.3, CBC 107.1 and 107.3.4.1).All persons preparing plans for others shall sign those plans. Business and Professions Code Chapter 3, Division 3, Section 5536.1 (a). This review does not include mechanical, plumbing or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, and electrical work. Call 647-5800 for information. The applicant shall obtain clearances/approvals for the following, prior to building permit issuance: -Planning Division approval on the corrected/final set of drawings (647-5804). Previously approved plans should be submitted to expedite the process. - Public Works Agency approval (647-5039). -Proof of Worker's Compensation Insurance shall be required at the time of permit issuance. Scale of Drawings must be large enough to insure legibility. Delete notes and details that do not apply to this project. (CBC 107) Specify finish floor elevation of first floor. (CBC 107.2.5) State Division of Occupational Safety Permit (Cal/OSHA) (939-0145). -Construction of trenches or excavations, which are five feet or deeper and into which a person is required to descend. -The construction or demolition of any building, structure, false-work, or scaffolding more than three stories high or the equivalent height. Prior to the issuance of building permit(s), tract maps, parcel maps, lot line adjustments, public way abandonments, covenant, conditions and restrictions (CC&R's), etc., related to the subject project must be legally recorded with the County of Orange.Show the complete legal description and assessor's parcel number on the plans. Provide building information on plans: - Occupancy type: R3 / U - Construction type: Type V – B - Fire sprinklered: Yes / No - Fire sprinkler type:(where applicable)Note on the Drawings: - Number of stories: - Existing building area: - New building area: - Area of existing garage: - Area of new garage: Provide a statement on the title sheet of the plans that this project shall comply with following codes: - 2016 California Residential Code (CRC) - 2016 California Building Code (CBC) - 2016 California Electrical Code (CEC) - 2016 California Mechanical Code (CMC) - 2016 California Plumbing Code (CPC) - 2016 California Green Building Standards Code (CGBS) or CALGreen - 2016 California Energy Code (CEnC) - City of Santa Ana Municipal Code List all deferred submittals on cover sheet. (CRC R106.3.3) Add a note on the cover sheet: “Separate permit(s) is/are required for accessory building, landscape, patio covers, fences, swimming pool, retaining walls, demolition, etc.” Provide building setbacks to finish of exterior walls to all property lines. Provide eave / overhang / projection setback to all property lines.Projections of dwelling units and accessory buildings without an automatic residential fire sprinkler protection are not permitted less than 2 feet to the property line and are required to be 1 hour fire rated on the underside with a fire separation distance between 2 feet and 5 feet. (CRC Table R302.1 (1)) Walls of dwelling units and accessory buildings without an automatic residential fire sprinkler protection with a fire separation distance less than 5 feet are required to have a full one hour rating. (CRC Table R302.1 (1)) Provide existing and proposed contours/spot elevations to indicate general site slope and drainage pattern. (CBC 107)Provide wall legend to distinguish between new / existing / demo walls.Show location of heating equipment on the plans. (CRC R303.8)Carbon monoxide alarms combined with smoke alarms shall comply with both sections R314 and section R315, all applicable standards, and requirements for listing and approval by the Office of the State Fire Marshal, for smoke alarms.All new construction, interior or exterior alterations, repairs, or additions requiring a permit and having a valuation in excess of $1,000, or when one or more sleeping rooms are added or created, the entire dwelling shall be provided with smoke detectors located as required for a new dwelling. (CRC R314.3) Smoke alarms shall be installed in the following locations: - In each sleeping room. - Outside each separate sleeping area in the immediate vicinity of the bedrooms. - On each additional story of the dwelling, including basements and habitable attics but not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. - When more than one smoke alarm is required to be installed within an individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual unit.All new construction, Interior or exterior alterations, repairs, or additions requiring a permit and having a valuation in excess of $1,000,, an approved carbon monoxide alarm shall be installed in dwelling units and in sleeping units within which fuel-burning appliances are installed and in dwelling units that have attached garages shall be provided with carbon monoxide alarms (CRC R315) - Carbon monoxide alarms shall only be required in the specific dwelling unit or sleeping unit for which the permit was obtained. Carbon monoxide alarms required by Sections R315.1 and R315.2 shall be installed in the following locations: ________. - Outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s). - On every level of a dwelling unit including basements. - Where more than one carbon monoxide alarm is required to be installed within the dwelling unit or within a sleeping unit the alarm shall be interconnected in a manner that activation of one alarm shall activate all of the alarms in the individual unit. Exception: Interconnection is not required in existing dwelling units where repairs do not result in the removal of wall and ceiling finishes, there is no access by means of attic, basement or crawl space, and no previous method for interconnection existed.For an FAU located in the attic provide a minimum access of 22 x 30 inches, a 24-inch wide walkway, a 30-inch deep work platform, and electric light outlet adjacent to the furnace and switched by the opening. (CMC 904.11 & 305)For each enclosed attic space with a maximum vertical height greater than 30 inches, provide a minimum of 22 x 30 inches attic access. (CRC R807.1) Interior spaces intended for human occupancy shall be provided with heating facilities capable of maintaining a room temperature of 68 degrees Fahrenheit at a point 3 feet above the floor and 2 feet from exterior walls in all habitable rooms. (CRC R303.8)The minimum width of hallways shall not be less than 36”. (CRC R311.6) Every dwelling unit shall have at least one swinging exit door, minimum clear height of 6’-6”, and minimum clear width of 32”. (CRC 311.2) Specify that the maximum slope of any landing shall not exceed ¼ inch per foot. (CRC R311.3) Indicate that the corridor/hall to kitchen room shall be 36 inches minimum clear width. (CBC R311.6) Note on plan “Each pane of safety glazing installed in hazardous locations shall be identified (acid etched, sand blasted, ceramic fired, etc) by a manufacturer’s designation, the manufacturer or installer and the safety glazing standard which it complies.” Multi-pane assemblies shall be identified per CRC R308.1. (CRC R308.1) Glazing within 24” arc of either vertical edge of the door and less than 5’ from the walking surface shall be safety glazed. (CRC R308.4 (2)) Private garage shall be separated from the residence and its attic by a minimum ½ -in gypsum board applied to the garage side. Doors between the garage and private residence shall be self-closing and self-latching. (CRC R302.5.1) Provide detail of roof construction assembly. (CRC 902.1) Show a 7' minimum ceiling height for habitable rooms, hallways, bathrooms, toilet & laundry rooms, and basements containing these spaces. (CRC R305.1) Submit an interior finish schedule (specify fasteners, fastener spacing, coating thickness, number of coats, etc) complying with the requirements of CRC R702. Show exterior wall construction assembly. A minimum of one layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt shall be applied over studs of all exterior walls. Specify that two layers of Grade D or 60 minute Grade D paper shall be applied over all wood base sheathing. (CRC R703.2) Specify a minimum 0.019” (No. 26 galvanized sheet gage) corrosion-resistant or plastic weep screed located below foundation plate line and 4 inches above grade on all exterior stud walls or 2-inches above paved areas. (CRC R703.6.2.1) Provide an accurate and complete listing of required special inspections pursuant CBC 1704 specific to this project. This should appear in prominent position on the cover sheet of the plan. Alternatively, provide a clear note in a prominent position on the cover sheet which states what sheet of the plans the list of special inspections specific to this project may be found. See exceptions for accessory structures to R-3 and U occupancies. (CBC 1704.1) If this project is required to have structural observation pursuant CBC 1710 provide a prominent note on the cover sheet of the plans stating same. List the stages at which the architect or engineer of record is to perform structural observation, what is to be observed, when structural observation reports are to be submitted to the Building Official, and any other documentation or observation requirements. Alternatively to noting this on the cover sheet, place a note in a prominent position on the cover sheet which states what sheet of the plans this information may be found. Identify structural design data on plans per CBC 1603.1 such as floor live load, roof live load, roof snow load, wind design data, earthquake design data, geotechnical information, etc. Specify grade and species of framing lumber, treated mudsills, type and grade of plywood, design strength of concrete and glued-laminated timber, ASTM designation of structural steel shapes and masonry units, mix of mortar and grout. Show blocking at ends of rafters and trusses at exterior walls, at supports of floor joists and at the ridge line of truss roofs. CRC R802.8 Detail double rafters at roof and ceiling openings. CRC R802.9 Fasteners for preservative treated and fire treated wood shall be of hot dipped zinc coated galvanized steel, silicon bronze or copper. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. CRC R317.3 Brace wall panel joints shall have horizontal joints occur over and fastened to 1-1/2" min. thickness common blocking except: CRC R602.10.8 - Where the bracing length provided is at least twice the min. length required by Tables R602.10.1.2(1) and (2) blocking at horizontal joints shall not be required for Method WSP, SFB, GB, PBS and HPS. - When method GB panels are installed horizontally, horizontal joint blocking is not required. Provide a weep screed for stucco at the foundation plate line a minimum of 4 inches above grade and 2 inches above paved areas. CRC R703.6.2.1. Detail the shear transfer connections which transfer lateral forces from horizontal diaphragms through intermediate elements and shearwalls to the foundation. Detail how the interior shearwalls are connected to the roof diaphragm.