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Home My WebLink About192085_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: 10180644 PROJECT ADDRESS: 626 S Newhope St Unit# 1 PLAN CHECK ENGINEER: Ahangian, KathyTEL:714 647-5812FAX:714 647-5897 TYPE OF CONSTRUCTION: V B, SPK OCCUPANCY CLASSIFICATION(S): U, R-2 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 2/11/2014 INITIAL REVIEW 2/15/2014 EXPIRATION 8/10/2014 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Jeffrey Craig Jonsson 3. TEL: (949)412-3955 FAX: (949)305-8588 VALUATION: $234,983.00 EMAIL: Jeffrey@jjonsson.com FLOOD ZONE: X-0602320256J 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 note “This correction list is addendum to the previous plan check comments on project 10176023-26” and it is only for the major structural items”.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. 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. - Fire Department approval on the corrected/final set of drawings (647-5839 or 647-5700). -Police Department approval on the corrected/final set of drawings (647-5840). -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. -Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039). 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 ________ bedroom(s).Amount of $6,327.80; net addition of 5 bedroomsAmount of $5,687.55; net addition of 4 bedroomsAmount of $5,136.51; net addition of 3 bedroomsAmount of $3,828.44; net addition of 2 bedroomsAmount of $2,873.30; net addition of 1 bedroom Windows in the bedrooms are not in compliance with emergency egress requirements.Note on drawings: "Truss supplier shall submit calculations and shop drawings signed by a registered civil engineer to the responsible project designer who agrees to review the shop drawings for acceptance prior to fabrication. Shop drawings and calculations shall be submitted to the Building Safety Division for acceptance after the responsible project designer has noted his/her acceptance and prior to fabrication.” Truss drawings must reflect compliance with CBC Sections: -Plans, structural calculations, and specifications must be prepared by a California registered civil engineer. (A106.1) - Fire-resistive protection of trusses when required by Table 6-A. -Regulation of prefabricated construction including required inspections and certifications. (1703.6) -Connectors and fasteners shall be installed in accordance with CBC Section 2304.9. -Metal-plate-connected wood trusses shall conform to CBC Section 2303.4. Provide evidence of required fabrication, storage, handling and delivery inspections. -When bearing studs are spaced at 24-inch intervals and top plates are less than two 2-inches by 6-inches, and when trusses are spaced at more than 16” intervals, such trusses shall bear within 5” of the studs beneath or a third top plate shall be installed. (2308.9.2.2) -The ICC approved agency number must be noted on shop drawings. - Note: If the responsible project designer declines to agree to review shop drawings, complete structural calculations and drawings for trusses shall be submitted for review and acceptance by the Building Safety Division prior to issuance of permits for the subject project.Provide complete shear transfer detail.Calculate and provide drag loads on the framing detail.Provide post at the end of each girder truss.On detail 18/S10 shows drag truss, please clarify the location.Verify location of girder trusses and support posts.Verify footing locations and posts locations on the foundation plans,Update the letter for structural peer review , to specify that “ The structural plans comply with 2013 California Building code” also provide reference on letter to date of the plans.Provide “ reviewed by ….”stamp by peer engineer for all structural plans.Structural observation will be required for this project , prior to foundation inspection, framing inspection per level. Also provide note on title sheet for this requirements.Provide acoustical report or provide approved assembly with STC50 rating from manual or ULSubmit two copies of a geotechnical for the subject project.