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Home My WebLink About316652_4_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: 102119559-60,61; 101119566 PROJECT ADDRESS: 5221 W Fifth St PLAN CHECK ENGINEER: Huang, GaryTEL:714 647-5862 EMAIL: Ghuang@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): R-3, U PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 6/11/2024 INITIAL REVIEW 7/29/2024 EXPIRATION 12/8/2024 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. David Nguyen 3. TEL: (510)650-5499 FAX: VALUATION: $380,025.00 EMAIL: httr.3g@gmail.com FLOOD ZONE: A-0602320252J GUIDELINES: Comments contained within this report reflect only those of the Building and Safety Division. Additional comments or corrective action may be required by other Departments and/or outside Agencies This Plan Review Report and all subsequent code references are based upon the most recent version(s) of the 2022 California Building Codes (CBC, CRC, CFC, CEC, CPC, CMC, CGBSC, and CEES) The approval of plans and any supporting documents does not permit the violation of any section of the adopted building codes or other pertinent local ordinances, or state and federal laws All listed plan review comments must be adequately addressed before a building permit can be issued 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. Applicant shall obtain clearance/approvals from following departments after obtaining approval from Building and Safety Division, 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 Approval; and a copy of the school fee worksheet, completed 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). Applicant must pick up red marked sheet from the City prior to resubmittal and return the marked up set with resubmittal Prior to submit the hard-copy drawings for approval and permit issuance. It is at applicant’s discretion, as an option, to submit a full-set electronic drawing (in pdf format) for a courtesy review. Please include the original red-marked comment drawing set, red-marked calculation, and all supporting document (revised calculation, etc.) for an expedite review. GENERAL PLAN REVIEW COMMENTS: California license Civil Engineer whom prepared the hydrology report (base flood elevation shall stamp and sign the report [Comment resolved] Indicate on plan Dwelling address for each building [Comment resolved] Each building top of designed bottom floor, lowest adjacent grade, highest adjacent grade per FEMA Elevation Certificate [Comment resolved] See sheet A2.1 for more comments [Comment resolved] Provide separate FEMA Elevation Certificate for different dwelling (each for the main house and ADU) [Comment resolved] Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection. [Comment resolved] Main House/JADU Sheet A2.0 Provide construction detail and reference on plan for underside of eave overhang projected into 5’-0” fire separation distance on the west side of the main house [Comment resolved] Sheet A3.0 Indicate on the door schedule temped glass required for glazing in doors – all fixed and operable panels of swinging, sliding and bifold doors, e.g. door mark type A, and type B [Comment resolved] Stairways (R311.7) – Show the dimension of rise and run of stairways on plans. Show 7.75" (203mm) maximum rise and 10" (229mm) minimum run with nosing of ¾” minimum and 1 ¼” maximum. [Comment resolved] Handrails – Handrails shall be provided at least on one side of each continuous run of treads or flight with four or more risers. (R311.7.8) [Comment resolved] Handrails shall not project more than 4.5” on either side of the stairway. (R311.7.1) [Comment resolved] Provide handrails not less than 34" or more than 38" above the nosing of tread. (R311.7.8.1) [Comment resolved] Provide 1¼" to 2" handgrip, 1½" from wall. (R311.7.8.3) [Comment resolved] Handrail(s) shall be continuous the full length of the flight. Ends shall be returned or terminate in posts. (R311.7.8.2) [Comment resolved] Sheet A4.0 Indicate on the door schedule temped glass required for glazing in doors – Glazing in enclosure for or walls facing hot tubs, bathtubs, showers, whirl-pools, saunas, steam rooms where the bottom edge of the glazing is less than 60” above the any standing surface. [Comment resolved] Sheet A8.0 Provide bathroom Exhaust Fan for JADU and first floor bathroom of the main house. (Section 4.506.1). Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. Unless functioning as a component of a whole house ventilation system, fan must be controlled by a humidity control. [Comment resolved] Exterior wall covering – Detail corrosion–resistant weep screed minimum of 4” above the earth or 2” above paved areas. (R703.7.2.1) [Comment not complete – no weep screed detail found] [Comment resolved] Aging-in-place Design & Fall Prevention – (R327) Reinforcement for grab bar: at least one bathroom on the entry level shall be provided with reinforcement installed. Where there is no bathroom on the entry level, at least one bathroom on the second or third floor of dwelling shall comply Reinforcement shall be solid lumber or other construction materials approved by the enforcing agency. Reinforcement shall not be less than 2x8 inches nominal lumber or other construction material provide equal height and load capacity. Reinforcement shall be located between 32 inches and 39 ¼ inches above the finished floor flush with the wall framing Water closet reinforcement shall be install on both side walls of the fixture, or one side wall and the back wall Shower reinforcement shall be continuous where wall framing is provided Bathtub and combination bathtub/shower reinforcement shall be continuous on each end of the bathtub and the back wall. Additionally, back wall reinforcement for a lower grab bar shall be provided with the bottom edge located no more than 6 inches above the bathtub rim Electrical receptacle outlet, switch and control height: Electrical receptacle outlets, switches and control (including controls for heating, ventilation and air conditioning) intended to be used by occupants shall be location no more than 48 inches measured from the top of the outlet box and not less than 15 inches measured form the bottom of the outlet box above the finish floor Doorbell buttons: doorbell buttons or controls, when installed, shall not exceed 48 inches above exterior floor or landing, measured from the top of the doorbell button assembly. Where doorbell buttons integrated with other features are required to be installed above 48 inches measured from the exterior floor or landing, a standard doorbell button or control shall also be provided at a height not exceed 48 inches above exterior floor or landing, measure from the top of the doorbell button or controls. [Comment resolved] ADU Sheet A2.0 Provide construction detail and reference on plan for exterior walls located less than 5’-0” from a property line shall be of 1 hour rated construction [Comment resolved] Provide construction detail and reference on plan for underside of eave overhang projected into 5’-0” fire separation distance on the west side of the main house [Comment resolved] Sheet A6.0 Indicate on the window schedule that 1 hour fire rated windows are required on exterior walls are less than 5’-0” from the property line [Comment resolved] Indicate on the door schedule that 1 hour fire rated door is required on the exterior walls are less than 5’-0” from the property line [Comment resolved] Exterior wall covering – Detail corrosion–resistant weep screed minimum of 4” above the earth or 2” above paved areas. (R703.7.2.1) [Comment not complete – no weep screed detail found] [Comment resolved] Aging-in-place Design & Fall Prevention – (R327) Reinforcement for grab bar: at least one bathroom on the entry level shall be provided with reinforcement installed. Where there is no bathroom on the entry level, at least one bathroom on the second or third floor of dwelling shall comply Reinforcement shall be solid lumber or other construction materials approved by the enforcing agency. Reinforcement shall not be less than 2x8 inches nominal lumber or other construction material provide equal height and load capacity. Reinforcement shall be located between 32 inches and 39 ¼ inches above the finished floor flush with the wall framing Water closet reinforcement shall be install on both side walls of the fixture, or one side wall and the back wall Shower reinforcement shall be continuous where wall framing is provided Bathtub and combination bathtub/shower reinforcement shall be continuous on each end of the bathtub and the back wall. Additionally, back wall reinforcement for a lower grab bar shall be provided with the bottom edge located no more than 6 inches above the bathtub rim Electrical receptacle outlet, switch and control height: Electrical receptacle outlets, switches and control (including controls for heating, ventilation and air conditioning) intended to be used by occupants shall be location no more than 48 inches measured from the top of the outlet box and not less than 15 inches measured form the bottom of the outlet box above the finish floor Doorbell buttons: doorbell buttons or controls, when installed, shall not exceed 48 inches above exterior floor or landing, measured from the top of the doorbell button assembly. Where doorbell buttons integrated with other features are required to be installed above 48 inches measured from the exterior floor or landing, a standard doorbell button or control shall also be provided at a height not exceed 48 inches above exterior floor or landing, measure from the top of the doorbell button or controls. [Comment resolved] Structural Plan Review Comments: Sheet SN-1 The foundation plan should be reviewed and approved by the Geotechnical Engineer. (1803) [Comment resolved] Reinforced concrete note#4: Type V cement is required per soil report [Comment resolved] Sheet S-2.0 Provide key note #14 for review [Comment resolved] FB16 support discontinued lateral system shall include overstrength factor as seismic load. Revise calculation [Comment not complete – no calculation found in the resubmitted package] [Comment not resolve – per EOR respond, Shear wall above is supported by blocking? If so, provide construction detail and calculation justification with overstrength factor for shear transfer] FB 11 beam design shall include overstrength factor design for supporting discontinue shear wall [Comment not complete – no calculation found in the resubmitted package] [Comment not resolve – per EOR respond, Shear wall above is supported by blocking? If so, provide construction detail and calculation justification with overstrength factor for shear transfer] Sheet SD-1 Detail 1: Footing shall be minimum 15” wide for one-story and 18” wide for two-story per soil report [Comment resolved] Detail 5: clarify where the dimension reference for “D” [Comment resolved](End of Comment)