HomeMy WebLinkAbout298448_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:
101113877-3891
PROJECT ADDRESS:
1122 -1142 N Bewley St
PLAN CHECK ENGINEER:
Le, TungTEL:714
647-5896
EMAIL:
Tle10@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
11/9/2023
Comments saved in PC# 101113881
INITIAL REVIEW
11/30/2023
EXPIRATION
5/7/2024
RECHECKS:
1.4/2/2024
PROJECT APPLICANT CONTACT PERSON:
2.
Lawrence Wright
3.
TEL:
(714)426-2953
FAX:
VALUATION: $473,400.00
EMAIL:
lawrence@yngarchitects.com
FLOOD ZONE: A-0602320143J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2022 California Residential Code (CRC); 2022 California Building Code (CBC); CMC = 2022 California Mechanical Code; CPC = 2022 California Plumbing Code; CEC = 2022 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.
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).
Information:An application for a permit for any proposed work shall be deemed to have abandoned / expired after 180 days of the date of filing, unless such application has been issued.
Reminder:Grading permit is required prior to building permit issuance. Reminder: a separate building permit is required for the retaining walls.
Light-standards: On the site plan, please clearly show location of the proposed light-standards and provide structural calculation and structural details for the light poles. Detail shall be clearly cross-referenced onto the plan.
2nd Review Comment: No response provided. Please comply with the comment above.
Perimeter CMU walls:
West wall: Please provide structural calculation and details for the retaining wall, and clearly specify the linear feet of the retaining wall. (PC# 101113891)
South wall: Please provide structural calculation and details for the retaining wall, and clearly specify the linear feet of the retaining wall.
Existing North Wall: North wall with new retaining – Please provide new retaining wall or reevaluate existing wall with the new retaining. State all assumption and provide details on the plan.
2nd Review Comment: There is no City Standard Retaining Wall. Please comply with the comments above.
Second Floor Master bathroom: Water closet room – Please revise plan to provide minimum 24” clear in front of the water closet, for the width of 15” on each side of the water closet, measured from the centerline of the water closet (30” x 24”). Please revise all effected plan sheets.
2nd Review Comment: Plan was not revise. Please provide minimum 30” x 24” clear floor in front of the toilet.
Sheet A4.1: Roof plans
(Apply to all buildings) Photovoltaic system is required for all newly constructed low-rise residential. Please revise roof plans to show space on roof for the required Photovoltaic panels. The panels shall not bock roof vents, mechanical and plumbing vents.
2nd Review Comment: PV is required for each individual unit (townhome unit). Please revise roof plans (sheet A4.1, A5.1, A6.1) to show PV for each unit.
Sheet A4.4:
(Apply to all building sections): Mandatory roof deck insulation in newly constructed attic systems (Climate zone 8) to meet an area-weight average U-factor no greater than 0.184 (150.0[a]1). Please revise all building sections to show roof deck insulation or roof insulation above the attic space, in addition to the attic insulation.
2nd Review Comment:
Detail 8 on sheet A4.4: Please revise detail to show handrails along the open side of the stairway with the height of 34”-38”; 42” height is exceeding allowable height of for handrail.
Sheet A6.4 – It appears that some of the lines were turned off on the section details. For instant, Detail 3, 4, and 5. Please review and revise plan accordingly.
Sheet A6.4 – Revise details 1 & 2 to show handrails located 34”-38”. Guardrail along the open side of the stairway is allowed to be lower.
Sheet A4.5:
Detail 1, D: Please revise detail to show handrail height between 34”-38”.
2nd Review Comment: Detail 1 – Please Revise detail to show handrails at 34” – 38” height. Guardrail along the open side of the stairway is allowed to be lower.
Detail 5: Please revise detail to show the 42” height guardrail starting at the top tread.
2nd Review Comment: Detail 5 -Please Revise detail to show handrails at 34” – 38” height. Guardrail along the open side of the stairway is allowed to be lower.
Sheet A5.0:
Window F and I provided in bedroom do not meet emergency escape opening. Please revise plan to provide emergency escape window (window E or H) in bedroom.
2nd Review Comment: Plan 5B-1132, master bedroom – Please provide emergency escape window.
Plumbing wall adjacent to the fire-rated wall: Wall line is missing at some of the plumbing wall (bathroom; kitchen) – Please review and revise plans (all buildings) to show the double wall line.
2nd Review Comment: The plumbing wall should continue to the first level slab for plumbing pipes. Please revise plans accordingly. (All buildings)
Sheet AD.3:
Detail 1/AD.3: Please revise detail to provide/show 5/8” drywall continuing to the underside of the floor sheathing.
2nd Review Comment: Please specify 5/8” type ‘X’ for 5/8” drywall provided at first and second floor ceiling.
New Requirement: Please provide the following information on the plan – Aging-In-Place Design and Fall Prevention for newly constructed dwelling units: (R327)At least on bathroom on the entry level shall be provided with reinforcement installed in accordance with Section R327.1.1.2x8 nominal lumber, located 32” – 39 ¼” above finish floor and flush with the wallFor water closet: Provided on both side walls or side wall + back wallFor shower: Shall be continuous where wall framing is providedFor bathtub / tub-shower: Shall be continuous on each end of the bathtub and the back wallReceptacle outlet, switch and control heights: Shall be located no more than 48” measured from the top of the outlet box and not less than 15” measured from the bottom of the outlet box
Structural:
Sheet S100: Structural observation form – the form requires owner signature and date.
2nd Review Comment: Form shall be completed (signed and dated) by the appropriate parties (owner and engineer).
Sheet S111: Referenced detail 5/S111 & 6/S311 for interior shear wall shear-transfer were insufficient. Please revise detail to show shear transfer from roof sheathing to full height truss blockings to top plates.
2nd Review Comment: Please revise details to show continuous top plates under the trusses and provide full blockings between trusses for shear transfer.
Related to detail 5/S111 above: Truss bearing on shear wall shall be designed as a bearing point. Please coordinate and revise roof framing accordingly.
Sheet S200: Detail 1/S310 called out at the exterior wall was not applicable. Please coordinate and revise detail referenced accordingly.
2nd Review Comment: Detail 1/S310 still called out at gridline 13 and gridline F.1 – please coordinate and revise plan accordingly.
Sheet S205: Interior shear wall – Trusses bearing on the shear wall shall be design with a bearing point. Please revise roof framing plan to show 3-bearing point trusses where shear interior shear walls are provided.
Stacked Hardy Frames (2nd & 1st level stacked): Please provide calculation/design for the uplift forces, anchorage and foundation for sum of movement at the foundation support for stacked panel condition.
2nd Review Comment: Calculation provided was insufficient. Please revise calculation to show Mat foundation= Vr.(h1 + h2) + (Vr + V2).h1 = 1064(20’) + 1688(10’)
Detail 6/S300: For clarity, please specify plywood sheathing at roof and floor level shall be continuous at the double walls (Fire-partition walls)
2nd Review Comment: Please comply – Please specify plywood sheathing shall be continue through the fire partition walls, at roof and floor.
Some of the replaced sheets were not stamped and signed by the architect of record. All final plans shall be stamped and signed by the architect of record and engineer of record.
(End of Comment)