HomeMy WebLinkAbout297812_4_Corrections.docxTENANT IMPROVEMENT
PLAN CHECK COMMENTS
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:
103113671
PROJECT ADDRESS:
3103 W Central Ave
PLAN CHECK ENGINEER:
Lo, JonathanTEL:714
647-5822
EMAIL:
Jlo@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
F-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
4/12/2023
INITIAL REVIEW
5/9/2023
EXPIRATION
10/9/2023
RECHECKS:
1.10/31/2023
PROJECT APPLICANT CONTACT PERSON:
2.7/12/2024
RVC Singson
3.
TEL:
(909)896-5947
FAX:
VALUATION: $10,000.00
EMAIL:
ramons@rvcsingsonarchitects.com
FLOOD ZONE: X-0602320258J
APPLICABLE CODE: 2022 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
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 corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5822 for an appointment.Please return marked up set of drawings with corrections.
6. The applicant shall obtain clearances/approvals for the following, prior to building permit issuance(CHECKED BOXES REQUIRED ONLY):
☒Planning Division approval on the corrected/final set of drawings (647-5804). Previously approved plans should be submitted to expedite the process.
☐Public Works Agency approval (647-5039).
☐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).
☐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.
☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).Comments have been provided on drawing and calculation hard copies in relation to all comments below. Applicant must pick up red marked sets from city prior to resubmittal and return marked up set with resubmittal.DrawingsSheet 0.0Verify Construction Type listed in Project Summary falls under current code.GE File No. WP 1702 referenced in metal stud notes shall be provided in drawing set.CBC Chapter 11 Code Compliance shall reference 11B.Sheet AAdd address 3101 to title block address.Identify where Van Accessible spot occurs on Site Plan.Verify Keynotes referenced on plan. References do not match keynote list (e.g. I, K, L, etc…)Show path of travel from accessible spot to building entrance on Site Plan.Accessibility Keynote “I” – Reference Detail 11/A.4 in keynote. Sheet A.1Door schedule specifies Doors 10 as a relocated door. Show where existing door was located and any wall infill required for Door 10. Verify Keynote 22 at demising wall. Note specifies 2”x6” stud while keynotes on other sheets specify metal stud.Show path of travel from building accessible entry to accessible restrooms. Typ at each tenant.Provide labels for all individual spaces identifying room use.Verify if Unit 3103 reception area/office has access to bathrooms within structure. Sheet A.2Verify Keynote 22 at demising wall. Note specifies 4” metal stud while keynotes on previous sheet specifies wood stud.Sheet A.3Provide calculations for new demising wall.PC #2: Calculations provided designed metal studs at 16”oc, revise drawings to match calculations at all locations where spacing is noted.Provide full metal stud information including gauge, flange length, spacing, etc…(typical metal stud nomenclature is recommended to be shown such as 400S162-54)Keynote references in details are not provided in Keynote list (e.g. Note 23, 26, 28, etc…) Provide notes in list or reference location where note is located.Detail 1 – Provide connection for diagonal braces. (Keynote 25)Detail 1 – Provide connection for sistered framing shown at end of infill. (Keynote 31)Detail 2 – Provide top and bottom connections for new demising wall.Detail 3 & 4 – Provide back support detail and calculations for new grab bars. (CBC 1607.9.2)Detail 3 & 4 – Provide all grab bar code required dimensions on plans (e.g. distance from ends of wall, distance from CL of toilet, etc…) it shall be clear that all code requirements for accessible restrooms are met in provided drawings.Detail 3 & 4 – Provide all required fixture and accessible clearance dimensions in restrooms per Ch 11B. It shall be clear that all code requirements for accessible restrooms are met in provided drawings.PC #2: Provide completely dimensioned floor plans, elevations and sections of sanitary facility insuring wheelchair clearances complying with CBC Section 11B-603 and the California Plumbing Code.Detail 4 – Provide framing details for new wood wall.PC #2: Provide top and bottom connection for non-bearing wall connections. Ensure top connection is fully non-bearing, else wall and foundation may need to be designed.Sheet A.4International Symbol of Accessibility shown on plans and detail are facing the incorrect way. Restriped parking spots shall be double lined, please coordinate with the assigned planner regarding restriping requirements.Provide path of travel at accessible spot on Plan 1 similar to Plan 9.Plan 1 – Access aisle at accessible spot shall be 5’-0” minimum or 9’-0” minimum if van accessible.Access aisle adjacent to 9’-0” van accessible spot shall be 8’-0” minimum. Identify which spot is intended to be van accessible and ensure access aisle. Detail 10 – Provide minimum clear height dimension for new signs. (CBC 11.B-502.6)Detail 10 – Language on sign shall include “Minimum Fine $250” (CBC 11.B-502.6.2)PC #2: Code section shall not be provided on sign. Please remove. Sheet A.5Identify/label items shown in Paint Shop. If unpermitted spray booths, permit will be required.Specify on plans which equipment items are to be permitted in this application.PC #2: Equipment shall be listed as existing or new. It is still unclear which existing equipment is to be legalized per Scope of Work. All equipment without permit shall require legalization and shall be noted as new. Calculations and details shall be provided for unpermitted equipment.All unpermitted equipment requires permit. Anchorage, weights, and calculations shall be provided.PC #2: Comment not addressed. See Comment #33.PC #3: See additional comments below for newly engineered equipment anchorage and drawings.Provide unit weights on plans for equipment to be permitted. Add note on sheet: “No hazardous material permitted to be used within structure. Any proposed hazardous material must be presented to city for review.”Sheet A.7Keynote 17 – Specify existing slab thickness on drawings where new anchorage occurs.Keynote 45 – Specify new anchor type including post-installed type, embed, and ICC Approval #.Sheet S-1Plan 1 – 2x6 wood nailer note at bottom of south shelf does not point to anything, please fix.Plan 1 – 2x6 wood nailer note at bottom of south shelf specifies “4-2-3/8” lag screws, please clarify.Plan 1 – 2x6 wood nailer at middle of south shelf specifies “4-3.5 SDS screw”. Verify this callout with elevations. Number of screws do not match. Plan 1 – Provide note at empty leader at centerline of north shelf.Plan 1 and 2 – Specify anchor type and ICC approval # for any anchors into existing concrete wall.PC #2: Comment not addressed, anchor type and ICC approval # shall be noted on drawings where anchor called out, not just in response.Elevation 1 – Notes at left side of elevation is cutoff, please fix.Elevation 2 – Verify wood nailer called out in elevation to occur at existing concrete wall.Elevation 2 – All detail references on sheet shall provide sheet number in references.Elevation 2 – Verify 8x8 angle called out at far left post adjacent to concrete pilaster. Plan shows 4-3/8” clearance from pilaster to edge of post. Provide revised size and anchorage as needed.Sheet S-2Detail 3 – Verify angle connection to concrete wall with plans. Anchor embed does not match.Detail 5 & 6 – Provide calculations for equipment anchorage atop shelf. Specify precise equipment anchorage in details including size, embedments, and number of anchors. (CBC Chapter 13)Detail 5 & 6 – Provide 2x4 framing anchorage to plan information. Ensure adequate lateral transfer path from equipment anchorage to metal post. Sheet S-3Detail 1 – Bottom of post photo looks to have single anchorage without extension and nut. Please verify and fix as needed.Additional Comments – PC #2Provide new material notes in drawing set (e.g. Steel, Wood, Conc, etc…)Provide Seismic Design Data used in drawing set.PC #3: Comment not addressed.Provide calculation for new Compressor overturning. Ensure anchorage is adequate for any uplift.PC #3: Calculation for Equipment #27 top shelf compressor weighing 1047lbs not found. Please provide or verify where located.Justify new 4x6 Filler Blocking supporting new demising wall at top. Provide calculation for unbraced beam supported at ends for weak-axis bending due to lateral loading on demising wall.Detail 10/S-2 - Verify existing slab on grade thickness with Arch. Detail 2/S-3 – Specify equipment below air compressor shown in photo and provide equipment information and anchorage design as needed. All unpermitted or permitted existing equipment shall be provided on drawings for clarity.Provide Seismic Design Data used in drawing set.PC #3: Comment not addressed.Additional Comments – PC #3DrawingsSheet A.1Verify doors shown along accessible route through both units meet accessibility requirements. Provide details/info for accessibility. [Sec. 11B-404]Tenant Space Unit # on plan are incorrect. Revise to correct Unit #.Coordinate metal stud note #24 with structural. Structural now specifies 550S137 stud size. Revise as needed on all sheets referencing metal stud size. Note 72 – Provide Drawing Sheet reference.Sheet A.2Detail 5 – Revise detail for new stud size as needed.Sheet A.6Coordinate equipment anchorage listed with structural. Structural specifies required anchorage minimums. Sheet S-1Structural sheets shall be stamped and signed by licensed EOR. Resubmitted S-Sheets all show Architectural logo and stamp. Typical all Structural sheets.Revise Code references to 2022 California Building Code.Sheet S-2Coordinate new metal stud size with Architect. Architectural sheets specify 4 inch studs.Sheet S-3Detail 13 – Provide holdown information, anchor size into concrete and ICC ESR # for proposed epoxy. Detail 17 – Justify cold form connection RCA specified. Elevation detail 15 specifies hanger support. Also coordinate with detail 14/S-3 specifying CCTQ44 cap at beam to beam to post, it is unclear what the intended connection is for new beam to existing.Sheet S-4Detail 4 – Verify anchor specified in detail. Section specifies Simpson Strong Tie Titen, with calculations designed for wedge anchors. Detail 7 – Equipment #24 is 880lbs per calcs. Revise to match.Detail 10 – Fix 1’-11” dimension provided, it is misaligned.CalculationsEquipment AnchorsPage 1 – No Equipment #13 found on drawings. Please verify.Page 1 – Verify ICC #3785 used on all anchors. ICC approval is for anchor to Masonry. If existing anchors for unpermitted equipment are KBTZ, please provide accurate ICC approval and revise ICC # provided in drawings where occurs.Page 1 – Architectural equipment schedule specifies no direct means of anchor for Equipment #34. Please coordinate with architect. Page 2 – Verify number of bolts used in Equipment #37 with detail 15/S-4. Number of bolts do not match.Page 2 – Verify number of bolts used in Equipment #57 with detail 16/S-4. Number of bolts do not match.(End of Comment)