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Home My WebLink About242845_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: 10196807 PROJECT ADDRESS: 1319 1/2 W Third 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 6/20/2018 INITIAL REVIEW 6/30/2018 EXPIRATION 12/17/2018 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Araceili Maciel 3. TEL: (714)285-1121 FAX: VALUATION: $70,400.00 EMAIL: aadrafting@msn.com FLOOD ZONE: X-0602320257J 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) 647-5812 for an appointment. 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). 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. -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. 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 $4,272.88; net addition of 2 bedrooms Provide a fully dimensioned Site Plan on the drawings and on a separate 8-1/2" x 11" sheet of paper. 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) Show location of heating equipment on the plans. (CRC R303.8)Glazing adjacent to stairway, landings and ramps within 3’ horizontally and 5’ vertically of a walking surface shall have a minimum category classification of II (CPSC 16 CFR 1201) or A (ANSI Z97.1) when more than 9 square feet. (CRC R308.4 (7) & Table R308.4.1 (1) & (2)) Garages located less than 3’ from a dwelling unit on the same lot shall be separatedby a minimum ½ -in gypsum board applied to the garage side.Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than a 5/8-in type X gypsum board. (CRC R302.6) Structure(s) supporting floor/ceiling assemblies used for separation required by CRC Section R302.6 shall be protected by a minimum ½ -in gypsum board applied to the garage side.Provide a complete full-height section and details of stairway showing: (CRC R311.7) - Stairways positively anchored to the primary structure without using toe nails or nails subject to withdrawal. (show how the stringers are attached to the building) - Enclosed usable space under a stairway requires ½ inch gypsum board on the enclosed side. (CRC R302.7)Stairways within dwelling units and exterior stairways serving a dwelling unit shall have an illumination level of not less than 1 foot-candle measured at the center of the treads and landings. (CRC R303.6)Show a ½ inch gypsum board at enclosed space under the stairway. (CRC R302.7) Provide ventilation for enclosed space under stairways.Dimension landings at top and bottom of stairs measured in the direction of travel not less than the stair width. (CRC R311.7.5) Handrails are required on at least one side of a continuous run of treads or flight with four or more risers. (CRC R311.7.7) The top of handrails shall be placed not less than 34 inches nor more than 38 inches above the nosing of the treads. A clear space of 1-1/2 inches is required between the handrail and the wall.Where guards are used as handrails at the sides of stairs they shall have a height between 34-38 inches. (CRC R312.2.7) Provide a 42 inch high guardrail at balconies, landings and decks located more than 30” vertically to the floor or grade below. (CRC R312.1 & R312.2) Provide detail of the guard showing that a 4” diameter sphere may not pass through any opening in the guard. (CRC R312.3)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) 3”x3”x.229” steel plate washers are required on all anchor bolts in a braced wall line. (CRC R403.1.6.1)Call out minimum thickness of 3½ inch concrete slab on grade, reinforcement, and moisture barrier on foundation plan. (1910.1) Clearly identify all design assumptions & load criteria on the plans. As a minimum: - Dead Loads of roof/ceiling, floors, exterior/interior walls (R301.2.2.2.1); - Live Loads for roof, attics with limited storage, attics without storage, habitable attics and attics served with fixed stairs, floors, and balconies/decks, and stairs per Tables R301.5 & R301.6; - Wind Loads per Section R301.2.1and wind exposures per Section R301.2.1.5; - Seismic Loads per Section R301.2.2; - Local Jurisdiction Design Criteria per Table R301.2(1) Cross reference all the detail for the stairways construction on the framing plan. Show how 4x10 beam is being supported. Cross reference details for retrofit shear and tension anchor bolts on the foundation plan. Provide Shear value for Hardy frame.Revise framing plans to indicate insulation for walls R=15per energy calculation.Please fillout attached Green Building form and copy it on the drawings.Soils report per detail 4/S3 is not included, please provide it.