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Home My WebLink About185170_3_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: 10178490 PROJECT ADDRESS: 2014 S Parton St PLAN CHECK ENGINEER: Ahangian, KathyTEL:714 647-5812FAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): R-3, U PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 4/9/2013 INITIAL REVIEW 4/14/2013 EXPIRATION 10/6/2013 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Ernest DeLeon 3. TEL: (909)517-2451 FAX: VALUATION: $41,000.00 EMAIL: ernest@ejdengineering.com FLOOD ZONE: X-0602320276J Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2010 California Residential Code (CRC); 2010 California Building Code (CBC); CMC = 2010 California Mechanical Code; CPC = 2010 California Plumbing Code; CEC = 2010 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) 647-5812 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. (There might be additional comments on the red marked set.) 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. Delete notes and details that do not apply to this project. Provide a fully dimensioned Site Plan on the drawings and on a separate 8-1/2" x 11" sheet of paper. Provide a statement on the title sheet of the plans that this project shall comply with following codes: - 2010 California Residential Code (CRC) - 2010 California Building Code (CBC) - 2010 California Electrical Code (CEC) - 2010 California Mechanical Code (CMC) - 2010 California Plumbing Code (CPC)Basements, habitable attics, and every sleeping room in dwelling units must have a window or exterior door for an emergency exit, sill height not more than 44 inches above the floor, 5.7 square feet of openable area, 24 inches clear opening height, 20 inches clear opening width and shall open directly into a public street, alley, yard, or exit court. Windows ______ do not comply. (CRC R310.1-R310.1.3) 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 CRC Section R310.2 for additional requirements. (For ALL 3 Bedrooms)Show 30-inch clear width for water closet compartments and 24-inch clearance in front of a water closet. Bathrooms, laundry rooms, water closet compartments and similar rooms shall be mechanically ventilated in accordance with the CMC.Roof and deck area drains to be designed for a _4” per hour rainfall per Table 11-1. (CPC 1105) Provide details of roof drain and overflow. Overflow drains shall have separate independent piping and have an inlet flow line locate 2” above the low point of the roof. Overflow scuppers shall have an area 3 times the roof drain, a minimum opening height of 4”, and have an inlet flow line located 2” above the low point of the roof. (CRC R903.4.1) Fireblocking is required in concealed spaces 10’ o.c. horizontal, vertically at the ceiling and floor levels, connections between horizontal and vertical spaces, concealed spaces between stair and landing, openings around vents, pipes, ducts, cables, wires, chimneys and fireplaces. (CRC R302.11)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) Roof framing plan doesn’t match framing plan on sheet S1, please clarify. Add note on foundation plan: All hold downs must be tied in place prior to foundation inspection. 3”x3”x.229” steel plate washers are required on all anchor bolts in a braced wall line. (CRC R403.1.6.1) Provide a minimum of two No. 4 bars at top and at bottom of continuous footing. Revise footing detail ___________ to show bottom rebar at least 3” CLEAR from ground below. (1907.5) Detail the shear transfer connections which transfer lateral forces from horizontal diaphragms through intermediate elements and shear walls to the foundation. (1603) 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 (CBC 107.1): - All plumbing walls are to be framed with a minimum of 6" studs. - 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) 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. Doubled joists are required under parallel bearing partitions. CRC R502.4 Provide foundation under bearing wall. Show size of the studs for balloon framing. Foundation cripple walls shall be framed and sheathed per CRC R602.9 Specify stud size if wall is over 4 feet high. Solid blocking must be provided at 14" and less in height. Be advised, cripple walls over 14" high constitute an additional story. 1/2 inch plywood, is under designed for floor sheathing, provide 3/4 or provide complete calculation to justify the thickness. Detail 20/D1 doesn’t match the location. Revise framing plans to indicate insulation for walls R=13, ceiling R=30, and raise floor R=19 climate zone 8. (2008 CESC 150) Indicate water heater efficiency and ducts insulation R8 on the drawings.Provide water heater anchor straps within the upper and lower 1/3. (CPC 508.2) Provide complete detail for perforated shearwall.Provide ICC report for the sky lights.Provide shear wall at all sides of the new addition.Detail 17/D2 is subject to provide a detail to prevent the problem.Provide drag strut with the detail from the interior shear wall to the opening and from the existing sfd to new addition.2x6 roof rafter @24 “ oc over exceed allowable span.1/2 inch drywall can not span 24” , provide 5/8 drywall or change the spacing.Provide complete elevation to show exact location of the ledger.Provide hold down at the both end of the shearwalls.