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Home My WebLink About330832_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: 101124175 PROJECT ADDRESS: 521 E Russell Ave 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 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 7/1/2025 INITIAL REVIEW 7/5/2025 EXPIRATION 12/28/2025 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Miguel Hernandez 3. TEL: (949)278-2199 FAX: VALUATION: $120,000.00 EMAIL: miguel@hernandezign.com FLOOD ZONE: X-06059C0276J 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 PLAN REVIEW COMMENTS: Cover Sheet Please update sheet index to match with each individual sheet submitted with the package [Comment not complete - Insert the handwritten note in project data and scope of work into the typed note] Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection. [Comment not addressed – no notes found on the cover sheet] Sheet A-01 Show on the plans - attic vent locations, type and size (area = 1/150 of the attic space). Provide an attic cross ventilation summary; on the plans indicate the total area required versus provided. (R806.1) Sheet A-02 Clearly indicate on floor plan the location of existing walls, new walls, and walls to be removed. Please provide Wall Legend. [Comment not address – no legend found on sheet A-02] Sheet A-03 Dwelling/garage separation – Wall between garage/carport and dwelling – Provide minimum 1/2-inch gypsum board on the garage side; extended from foundation to the roof sheathing. (R302.6) Identify on plan the dimension of maximum eave overhang Exterior walls without Automatic Residential Fire Sprinkler – (Table R302.1(1)) Eaves projection – Provide one-hour protection construction detail on the underside of eave when eaves projected into the 5-ft of fire separation distance. No projection beyond 2-ft of the fire separation distance. The detail shall be reference on plan. Clearly indicate on floor plan the location of new walls, and new openings. The walls and openings do not match with the demolition plan as shown on sheet A-02. Please provide Wall Legend. [Comment not complete – Sheet A-02 does not indicate new windows opening of wall at bedroom 2, and bedroom 3. The window new location at bedroom 1 shall also be identify on the demo plan] Please clearly identify/specify each individual room dimensions include the dimension of the bathroom 3, bathroom 4 and laundry room Show/provide safety glass in hazardous locations at bathroom 3(R308) – 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. Means of egress / Doors – (R311) On the plan, provide a landing or floor on each side of each exterior door. Landing shall have width of not less than the door served and a minimum of 36” measured in the direction of travel. [Comment not complete – provide landing at the door existing garage] Landing shall not be 1 ½” lower than the top of the threshold when doors swing over the landing or floor; otherwise, landing can be 7 ¾” maximum lower than the top of the threshold. Attic access and Ventilations – Show location(s) of 22" x 30" attic access with 30" minimum clear headroom. (R807.1) Please provide minimum 36” clear access throughout the building (hallway). (R311.6) Emergency escape and rescue openings - The escape opening shall have a minimum net clear opening of 5.7 sq. ft. with 24" minimum net clear height and 20" minimum net clear width. Casement window does not usually swing open completely to allow people to escape. Provide manufacture specification indicate that casement window at Bedroom 3 has 20” full openings or revise window type Escape window shall have a finished sill height not more than 44" above the floor. At grade-floor is allowed to have escape opening of 5.0 sq. ft. (R310.1) Kitchen shall be vented to the outside. On the plan, please show exhaust fan(s) in kitchen. Kitchen Range Hood Airflow Rate (CFM) shall comply with Table 150.0-G Plumbing fixtures flow rate limitation (Section 4.303) Water closet – 1.28 gallon per flush Shower head – 1.8 gallons per minute at 80 psi. Lavatory faucets – 1.2 gallon per minute at 60 psi. Kitchen faucet – 1.8 gallon per minute at 60 psi. Bathroom Exhaust Fan (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. Sheet A-04 Exterior wall covering – Detail corrosion–resistant weep screed minimum of 4” above the earth or 2” above paved areas. (R703.7.2.1) [Revise detail 1/A-0.5 to show 4” minimum above earth for the weep screed] Sheet A-06 Update window location to match with plan sheet A-03 Verify/match window type of the window schedule with window size figure. Update window figure to match with window size show on plan and window schedule Sheet A-07 Update/revise slab note to match with structural callout, including slab reinforcing and moisture barrier membrane [comment not complete – structural drawing call out 10 mil vapor barrier] Sheet SN EOR to provide derivation of how the building total weight is determined\ [Comment not addressed – EOR to provide derivation how the building weight of 62.24 kip is derived] Sheet S-1 Concrete slab: Minimum 4” thick, reinforced with #4 bars at 18” on center, each way. Concrete slab shall be provided with moisture barrier. EOR to provide calculation justification of lateral resisting system is adequate by creating (N) openings at bedroom 1, bedroom 2 and bedroom 3. Identify on plan the minimum shear wall length is required and location of holdown [comment not complete - shear wall(s) at front of BR2 & Garage required shear panel type 12 per calculation (drawing shown type 10)] EOR to verify dimension at (N) dining room and (E) bedroom 3. The dimension does not match the architectural plan Sheet S-2 Architectural drawings callout ceiling. EOR to provide ceiling joist size and spacing and direction of the span on plan. Provide structural justification and connection for review [comment not complete – EOR to specify ceiling joist size, spacing, and direction of the span on plan] Provide drag design for 3.5”x14” PSL and its connection justification [comment not complete – missing 3.5” x 14” PSL drag design. The analysis shall be considered combined compression and bending per NDS] EOR to verify background with architectural drawings. Provide (N) header size at (E) bedroom 1, bedroom 2, and bedroom 3 Sheet SD1 Detail 1: footing shall be 24” minimum from the lowest adjacent grade to match the footing schedule [Comment not address – revise footing to be 24” depth to match footing schedule revise slab on grade thickness to match with plan] Sheet SD2 Detail 7: revise/update detail as it does not have truss on structural plan Please see marked-up plans for additional requirement/comments. (End of Comment)