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Home My WebLink About214228_1_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: 10188011 PROJECT ADDRESS: 614 S Rosewood Ave PLAN CHECK ENGINEER: Chehade, NabilTEL:714 647-5848FAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): R-3, U PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 1/21/2016 INITIAL REVIEW 3/21/2016 EXPIRATION 7/19/2016 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Jeannie Chabolla 3. TEL: (949)735-4541 FAX: VALUATION:$110,770.00 EMAIL: jmchabolla84@gmail.com FLOOD ZONE:X-0602320257J Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2007 California Building Code (CBC); MC = 2007 California Mechanical Code; PC = 2007 California Plumbing Code; EC = 2007 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 corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5848 for an appointment.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. - Fire Department approval on the corrected/final set of drawings (647-5839 or 647-5700). -Public Works Agency approval (647-5039). - Proof of Worker's Compensation Insurance shall be required at the time of permit issuance. - School District Compliance Certificate; and a copy of the building permit application, signed by the plan check engineer, shall be required by the School District to verify the scope of the work In addition to other fees, a "Park Acquisition and Development Fee" in the amount shownbelow shall be required pursuant to a resolution of the City Council for the Recreation andCommunity Services Agency; net addition of 2 bedroom(s). Amount of $3,629.16; net addition of 2 bedrooms Show sizes of the roof/deck drains and overflows. (1503 and PC) No water closet shall be set closer than 15 inches from its center to any side wall or obstruction, nor closer than 30 inches center to center to any similar fixture. The clear space in front of any water closet shall not be less than 24 inches. (PC 407.6) Wall covering shall be cement plaster, tile or approved equal to 70 inches above drain at showers or tub with showers. Materials other than structural elements shall be moisture resistant. Glass enclosure doors and panels must be labeled Category II. Swing door outward. Net area of shower receptor shall be not less than 1,024 sq. in. of floor area, and encompass 30-inch diameter circle. (PC411.7) In every sleeping room below the fourth story and in the basements of dwelling units, at least one openable emergency escape and rescue window or door shall open directly into a public street, pubic alley, yard or exit court, meeting all of the following (1026): CAUTION: Using minimum clear openable height with the clear openable width will yield only 3.3 square feet and not the minimum 5.7 square feet required. Be especially careful with double-hung windows. Also, when the emergency escape window is below ground level refer to CBC Section 1026.5 for additional requirements. -An openable area of not less than 5.7 square feet (5.0 square feet for ground-floor openings); -A minimum 24 inch clear openable height; -A minimum clear openable width of 20 inches; -A sill height not over 44 inches above the floor. (this applies to the window of the bedroom on the 1st floor -EXCEPTION: When approved by the Santa Ana Fire Department Group R, Division 1, hotel occupancies provided with a monitored automatic sprinkler system may have operable windows restricted to a maximum 4-inch open position. The City has encountered a large number of inspection problems arising from a lack of specific framing details. The following listed items are required to be shown on the plans (A106.1): -All plumbing walls are to be framed with a minimum of 6" studs. -Double walls used as plumbing walls are to be a minimum of 8" wide and no "flat" studspermitted. Staggered studs are acceptable. -Permissible notching and boring of joists are to be shown on the plans and shall not exceed CBC Section 2308.10.4.2 allowances. -Notching of exterior and bearing/nonbearing walls shall not exceed 25%/40% respectively. Bored holes in bearing/nonbearing walls shall not exceed 40%/60% respectively. In no case shall the edge of the bored hole be nearer than 5/8 inch to the edge of the stud. (2308.9.10 and 2308.9.11) -Header and trimmer details for doors and windows are to be shown with full length trimmers, specifying the size of the header and trimmer. (2308.10.4.3) -All framed buildings which are required to be designed by an engineer or architect must be signed prior to submission into plan check -All stud bearing walls are required to comply with the minimum requirements for load bearingwalls. Show location(s) and provide typical construction details. (2308.9) -Other methods may be used provided a satisfactory engineering and/or architectural design is submitted. Revise structural calculations to show compliance with Table 2306.4.1 for shear wall ratio of 2:1. For design to resist seismic forces, shear wall height-width ratios greater than 2:1, but not exceeding 3½:1, are permitted provided the allowable shear values in Table 2306.4.1 are multiplied by 2w/h. CBC Table 2305.3.4. All Required Handrail shall be one of the followings: ( CRC section R311.7.8.3) Type I, Handrail with a circular section shall have an outside diameter of at least 11/4 inches and not greater than 2 inches. If the handrail is not circular, it shall have a perimeter dimension of at least 4 inches and not greater than 6.5 inches, with a maximum cross section of 21/4 inches. Type II, Handrail with a perimeter greater than 6.5 inches shall have a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of ¾ inch measured vertically from the tallest portion of the profile and achieve a depth of at least 5/10 inch within 7/8 inch below the widest portion of the profile. This depth should continue for at least 3/8 inch below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 11/4 inch to a maximum of 2 ¾. Edges shall have a minimum radius of 0.01 inch. Show the size of the existing and new headers along line A. Sheet S2 2nd floor, The ceiling joists are supposed to act as a rafter tie. They appear to be stopped short. Please make sure by showing on plans continuous ceiling joists or otherwise properly overlapped. HDU4 shown on Gridline 6 and F; the holdown is next to an existing footing/cold joint. Provide proper detail to connect the old footing to the new one or make sure there is enough edge distance for the holdown to have full capacity. Shear wall with an aspect ratio of greater tha 2:1 must have the valu3 reduced by 2d/h per the NDS.