HomeMy WebLinkAbout283503_2_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:
101109232
PROJECT ADDRESS:
1345 N Santiago St
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
III B
OCCUPANCY CLASSIFICATION(S):
S2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/26/2022
INITIAL REVIEW
1/29/2022
EXPIRATION
7/25/2022
RECHECKS:
1.06/20/2022
PROJECT APPLICANT CONTACT PERSON:
2.
Frank Wright
3.
TEL:
(310)750-8939
FAX:
VALUATION: $75,000.00
EMAIL:
fwright082@gmail.com
FLOOD ZONE: X-0602320163J
APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
All items noted on this plan check report must be addressed.
Pick up plan (check set) for additional comments marked on the drawing.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.Please return marked up set of drawings with corrections.Include address and telephone number of the responsible designer, and date of signing of drawings.This review does not include mechanical, plumbing, fire sprinkler system, or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, fire sprinkler systems, and electrical work. Call 647-5800 for information.PC2: Obtain electrical permit. On the building plan review, add note to sheet A-501: “for reference only”.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)Additional Building permitand plan review is required. This building permit cannot be issued unless the following permit are obtained:Alteration of doors and windows shall be added to the permit scope of work. Alteration of windows or glazed door shall comply with 2019 CEC.New large building openings.New awnings. (e.g sheet A-801 north elevation). Provide dimension, specification and structural design and connection details for the new awnings.PC2: Please add it to the scope.Two windows and one door is removed per plan. Please add them to this permit and listed in the scope of work on the cover sheet.PC2: Please DO NOT USE drop-off carts for submitting the new plans. An appointment is needed to modify scope of work prior to building recheck the new plans. Please schedule an appointment with Planning and Building permit counter staff (Allissa Zuniga @ 714-647-5854) at the counter to add this gate into building permit at the time of submitting the recheck for corrections.Sheet A-001. Clarify occupancy group on the cover sheet in accordance with 2019 CBC chapter 3. The S occupancy shall be classified either S1 or S2 per storage material. In addition, the occupancy group shall be consistent thought the entire document (e.g. sheet A-401 floor plan shows B and S2). Revise plan to clarify.Sheet A-001. Revise square footage of the tenant improvement area to match the building dimensions: from 2680 sf. to 3652 sf. (60’3”x60’8”)Sheet A-001. Provide complete description of the scope of work on plan.PC2: Please add the new awning to the scope on plan.Sheet A-001. List site improvement permit number on the cover sheet and the site plan note.PC2: The provided numbers: 1049-7564 / 1049-7563/ 1049-7562) are not building permit numbers. Please clarify.The floor plan shows B and S2 occupancy. Show interior floor plan layout including all partitions and specify occupancy on each space. Where B occupancy is located? Sheet A-101. Provide site improvement plan building permit number.PC2: The provided numbers: 1049-7564 / 1049-7563/ 1049-7562 are not building permit numbers. Please clarify.Sheet A-101. Show total number of parking spaces, van accessible parking spaces and standard accessible parking spaces on plan.PC2: Not provided. In addition, Parking calculation shows 50 spaces provided, but site plan shows less than 50. Also, show number of van accessible parking spaces and standard accessible parking spaces on plan.Sheet A-101. Add note to the site plan that no structure or roof covering between buildings (Building #4-#9).Sheet A-201. The as-built plan shows no partitions. If this is true, add note on plan to clarify.Sheet A-401. Label each door and window to identify either is new or existing. Alteration of doors and windows shall be added to the permit scope of work. Alteration of windows or glazed door shall comply with 2019 CEC.PC2: Sheet A-401. Per floor plan symbol, the door schedule is referring to sheet AP-400. Provide sheet AP-400.Sheet A-401. A few openings are shown on plan and appears new opening, but not in this scope. Please clarify on plan.PC2: Revise sheet A-201 to indicate the location of removing east exterior walls for (2) new openings. Sheet A-401. Please revise keynotes to match the design on plan. (e.g. note #17 shows the urinal is located in the middle of the building). Please complete review and provide the floor plan keynotes and drawings for the proposed design.PC2: Update code version from 2016 to 2019 in the keynotes.Sheet A-401. The proposed floor plan shows no partitions. If this is true, add note on plan to clarify.Sheet A-401. Clarify if there is any accessible restroom located within the building.Sheet A-401. Add note to plan to clarify whether this building is air-conditioned.Sheet A-401. Provide ICC number for Neo-lith sintered stone ventilated façade.PC2: The ICC ESR-number is not available (E.g. refer to the keynote #4 on sheet A-801).NEW COMMENTSSheet A-001. Revise sheet index to show correct structural drawings’ information.Sheet A-401. Show location of the new CFS studs wall along the north face of the building on the proposed floor plan. Identify the location on the floor plan and provide symbols on the legend.Sheet A-701. Detail 01 and 02. Clarify and show new roof parapet on the cross-section. Refer to roof plan on A-601 and 1/SD1.0.Sheet A-701. Detail 03. Show location of the existing CMU wall on the floor plan. Is it on the north side?Sheet A-801 through A-803. Please key-in the elevation keynotes into the applicable location on each building elevation.Provide building east elevation design and details on plan.EGRESSPending.PC2: This building is reduced to one exit, provide justification on plan:Show total occupant load of the building.Show maximum travel distance on plan, measured from the most remote point within a story tothe entrance to an exit along the natural and unobstructed path of egress travel (right-angle method), shall not exceed the distances given in Table 1017.2 and common path of travel.Show maximum common path of travel: 75 feet (S2 occupancy).Show maximum travel distance: 300 feet (S2 occupancy).Refer to red marks on sheet A-401. Two means of egress are required from the remotest point of the building to the public street due to the common path of travel (93 feet) exceeds 75 feet per Table 1006.3.3(2). Revise design to provide second egress door. Doors shall comply with 1010 and 11B-404.Delete illuminated signs from sheet A-501 (see redmarks) which are not located at the exit doors.Provide exterior door landing on plan with dimensions. Show design method to comply with accessibility and not to be encroached by park cars and landscape.Note the following on the plans: “The means of egress, including the exit discharge, will be illuminated to a level of not less than one foot-candle at the walking surface at all times the building space served by the means of egress is occupied”.Note on the plans: “Exit signs shall be internally or externally illuminated at all times. Externally illuminated exit signs shall be connected to an emergency power system (batteries, unit equipment or an on-site generator) that will automatically illuminate the exit signs for a duration of not less than 90 minutes in case of primary power loss.”ACCESSIBILITYPlease show accessible routes within the boundary of the site from public transportation stops, accessible parking and accessible passenger loading zones, and public streets or sidewalks to the proposedbuilding accessible entrance.When alterations or additions are made to existing buildings or facilities, an accessible path of travel to the specific area of alteration or addition shall be provided unless otherwise exempt. (CBC 11B-202.4)Along the exterior accessible path of travel, identify curb ramps, detectable warnings, accessible route width and required maneuvering space at the exterior door landing on plan. Identify all features with details that will be altered to bring into current compliance with (CBC 11B-202.4)Entrances, exits and paths of travel – entrances, limit threshold = ½” max.; level area 60” in direction of door swing, 48” opposite door swing, 24”(exterior)/18”(interior) jamb clearance; bottom 10” of door to be smooth, uninterrupted surface, etc. (CBC 11B-404.2.5, 11B-404.2.4, Table 11B-404.2.4.1, 11B-404.2.10)PC2. Response to item 1 through 4. Plans are still lack of required information by Code and still not clear. Please revise and provide enlarged site plan, design and details to provide design complying with Code.Fill out the disabled access compliance documentation form. Clarify in the form and on plan if the existing accessible path of travel fully or partially complies with 2019 CBC and show if any proposed design, detail and location of improvement in compliance with accessibility requirements along the accessible path of travel in accordance with CBC Section 11B-202. Note: Return the filled form at the next plan check submittal.PC2: The form is not submitted.Sheet A-401. Clarify if there is any accessible restroom located within the building. If not, show on the site plan and provide accessible route where the accessible restroom serves this building.NEW COMMENTSDoor #02D shall be accessible:Door openings shall provide a clear width of 32 inches minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees. Openings more than 24 inches deep shall provide a clear opening of 36 inches minimum. There shall be no projections into the required clear opening width lower than 34 inches above the finish floor or ground. Projections into the clear opening width between 34 inches and 80 inches above the finish floor or ground shall not exceed 4 inches. §11B-404.2.3Maneuvering clearances for forward approach shall be provided when any obstruction within 18 inches of the latch side an interior doorway, or within 24 inches of the latch side of an exterior doorway, projects more than 8 inches beyond the face of the door, measured perpendicular to the face of the door or gate. §11B-404.2.4.3Thresholds, if provided at doorways, shall be ½ inch high maximum. Raised thresholds and changes in level at doorways shall comply with 11B-302 Floor or Ground Surfaces and 11B-303 Changes in Level. §11B-404.2.5.Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 11B-309.4 Operation. Operable parts of such hardware shall be 34 inches minimum and 44 inches maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. §11B-404.2.7The force for pushing or pulling open a door shall be 5 pounds maximum.Swinging door and gate surfaces within 10 inches of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch of the same plane as the other and be free of sharp or abrasive edges. Cavities created by added kick plates shall be capped. §11B-404.2.10STRUCTURALPlans and the scope of work does not match. New design and, building permit may be required. New corrections may apply.PC2: Please provide structural design and detail for 2 new openings (no doors) on the east side of the exterior wall.Provide specification and ICC number for the CFS studs.PC2: Not found. Please indicate sheet number and notes or detail number where the ICC number can be found.The cover page of the structural calculation shall be signed by the engineer who stamps the calculation. (2) copies of calculation are required.PC2: Only (1) copy of calculation is submitted.Provide connection design for the new Neo-lith sintered stone ventilated façade attached to the new framing. Provide attachment details and calculation to justify the design.PC2: Per revised architectural plan, the exterior covering is changed to Moto-extrusions façade system. Please update structural calculation.Provide structural design, calculation, framing and connection details for the new Awning. (Refer to architectural plans and detail 9/D-400).Sheet S1. Revise seismic parameters on plan to match calculation.Sheet SD-1.0 and SD-2.0. Cross-reference all details to the framing and foundation plan. Delete details which do not apply to this project. New corrections may apply after next review.PC2: Refer to revised architectural roof plan on A-601. The east side of the building shows no parapet bracing and not shown in the building section 1/A-701 and 1/A-702. Please clarify with architect and clarify on the structural plans.Detail 1 and 2/SD1.0:Provide wind calculation for components and cladding to design the 8 feet tall parapet. Specify the bracing member specification and space. Provide design to support the most critical out-of-plane lateral force.Provide design and detail to support the lateral in-plane force on the new CFS wall.Provide connection design and detail at the bottom of the metal stud to transfer the design load to the building frame and to the foundation.Design and detail the connection of CFS kicker to L-Plate. Design and specify the CFS studs on plan for both parapet wall and furred walls. Call out specification, spacing and attachment on plan.Specify L-Plate.Clarify air gap between CFS studs and CFS stud to A-frame on detail 1/SD1.0 and 2/SD1.0 to be consistent. Show dimensions of the air gap on plan. The calculation from Simpson Strong-tie CFS designer is NOT CLEAR. Provide explanatory calculation to obtain the demand force and moment apply to the member. The design connection must be shown on the structural drawings.See redmarks on plan.END OF COMMENTS