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HomeMy WebLinkAbout170902_8_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: PROJECT ADDRESS: PLAN CHECK ENGINEER:TEL:714FAX:714 647-5897 TYPE OF CONSTRUCTION: OCCUPANCY CLASSIFICATION(S): PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION The following items from original plan check is not responded or done at this time. INITIAL REVIEW EXPIRATION RECHECKS: 1.9/27/2012 PROJECT APPLICANT CONTACT PERSON: 2. 3. TEL: FAX: VALUATION: EMAIL: FLOOD ZONE: APPLICABLE CODE: 2010 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) for an appointment.Please return marked up set of drawings with corrections.CBC Sections A106.1 and A106.3.4.1, All drawings and supporting documents shall be prepared, stamped and signed by a California licensed architect or registered civil engineer.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.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 sets 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) - Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039) - School District Compliance Certificate; 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 work. Refer to the attached handout. - Proof of Worker’s Compensation Insurance shall be required at the time of permit issuance Submit a signed copy of the contract showing labor and materials for all work to be done under the subject building permit application. The plan check engineer may accept the contract price as the valuation of improvements for unique/unusual projects in lieu of using a cost per square foot basis.(PENDING , Provide all the items)The National Flood Insurance Program (NFIP) requires the following to be wet flood proofed: Transformer. Refer to FEMA Technical Bulletin 7-93 and the attached city handout on Flood proofing for general requirements and restrictions. Revise the drawings to show compliance.(PENDING , Not found)Show all the outdoor equipments 2 feet above the flood elevation per hydrology or flood proof.(PENDING, Not found)CBC Section 1803.6 Reports. The soil classification and design load-bearing capacity shall be shown on the construction document. Where required by the building official, a written report of the investigation shall be submitted that includes, but need not be limited to, the following information: - A plot showing the location of test borings and/or excavations. - Compacted fill material properties and testing in accordance with Section 1804.5. ((PENDING, Show design criteria on the drawings, from pg 3 of soil report)CBC Section 717.2.2, Provide fire blocking in concealed spaces of stud walls and partitions, including furred spaces at the ceiling and floor level and at 10 ft. intervals both vertical and horizontal, also in stairways.((PENDING, not found)Fireblocking. In combustible construction, fireblocking shall be installed to cut off concealed draft openings (both vertical and horizontal) and shall form an effective barrier between floors, between a top story and a roof or attic space. Fireblocking shall be installed in the locations specified in CBC Sections 717.2.2 through 717.2.7.Provide typical section view detail of all new partitions and ceilings showing: - Size, spacing, and material of framing members(PENDING, for full height wall)Complete all soffit and furred out wall details. Provide complete detailing, including number, type, location of fasteners and how attachment is made to the building structure. Show compliance with CBC Section 803.(PENDING, there is a soffit on top of the reception desk on the first and second floor)CBC Section 1007.4, Elevators. In order to be considered part of an accessible means of egress, an elevator shall comply with the emergency operation and signaling device requirements of Section 2.27 of ASME A17.1. Standby power shall be provided in accordance with Sections 2702 and 3003. The elevator shall be accessed from either an area of refuge complying with Section 1007.6 or a horizontal exit.(PENDING, not found)Provide completely dimensioned floor plans , elevations and sections of elevator and all the buttons to show compliance with CBC section 1116-B.(PENDING, not found)Provide construction detail for the elevator shaft.(PENDING, detail provided doesn’t provide I-HR fire rated assembly , provide per chapter 7)Provide calculation and construction details for elevator pit.(PENDING, provide detailfor the 4’ pit or retaining wall)Show the reception desk at the all floors is in compliance with H/C accessibility.(PENDING, section detail on sheet A1 doesn’t match reception desk, please provide complete elevation to show H/C compliance and configuration of the reception window.)Stairways shall show compliance with CBC Sections 1009 and 1133B.4 including applicable disabled accessibility requirements. - Dimension rise of steps shall be not less than 4” or greater than 7”. The run shall not be less than 11”.(PENDING, provide for exterior stairway)For outdoor stairways the upper approach and all treads shall marked by a strip of clearly contrasting color at least 2” wide placed parallel to and close not more than 1” from the nose of the step.CBC Section 1133B.8.2, Areas with a vertical clearance of less than 80” must have a barrier to warn blind or visually impaired persons.(PENDING, not found)Show size of the intermediate landing and top landing of the stairway (every landing shall have a minimum dimension measured in the direction of travel equal to the width of the stairway, 2nd floor door blocking the landing)Provide handrail details on the drawings showing compliance with CBC Section 1009.10, 1012, and 1133B.4.1. For stairways. - Stairways shall have handrails on each side.(SHOW handrail on the stairway guardrail.) - Handrails shall extend a minimum of 12” beyond the top nosing, and shall extend a minimum of 12” plus the tread width beyond the bottom nosing.(PENDING , show on the floor plan, PLEase note : handrail extention will block the landing at the entry make necessary changes.) - Ends of handrails shall be returned or shall terminate in newel posts of safety terminals.CBC Section 1012.1, Where required. Handrails for stairways and ramps shall be adequate in strength and attachment in accordance with CBC Section 1607.7. Handrails required for stairways by Section 1009.10 shall comply with CBC Sections 1012.2 through 1012.8. Handrails required for ramps by CBC Section 1010.8 shall comply with CBC Sections 1012.2 through 1012.7.(PENDING, handrail is not shown)CBC Section 1133B.5.4.3, Encroachment of doors. Doors in any position shall not reduce the minimum dimension of the landing to less than 42” and shall not reduce the required width by more than 3” when fully open. See Figure 11B-39(b).(PENDING, Provide exterior landing 60”x 54” at the door in suite #101.)CBC Section 1010.6.1, Slope. Landings shall have a slope not steeper than one unit vertical in 48 units horizontal (2-percent slope) in any direction. Changes in level are not permitted.CBC Section 1010.6.3, Length. The landing length shall be 60” minimum. Provide complete plan view of the ramp to show all the slopes and landings and size of the landings.Show maximum height of the ramp.CBC Section 1133B.5.5.1, Handrails for ramps: - Shall be placed on each side of each ramp, shall be continuous the full length of the ramp - Shall be 34 to 38” above the ramp surface to the top of the handrails - Shall extend a minimum of 1’ beyond the top and bottom of the ramp and shall be parallel with the floor or ground surface - The ends of handrails shall be either rounded or returned smoothly to floor, wall or post - Handrails projecting from a wall shall have a space of 1½” between the wall and the handrail - The grip portion shall not be less than 1¼” nor more than 1½“ in cross-sectional nominal dimension or the shape shall provide an equivalent gripping surface - All surfaces shall be smooth with no sharp cornersCBC Section 1127B.1. Site development shall be designed to provide access to all entrances and exterior ground-floor exits and access to normal paths of travel; and where necessary, to provide access shall incorporate pedestrian ramps, curb ramps, etc.Provide detectable warning for the full length and width of the curb ramp.Provide path of travel from H/C parking to the building.(PENDING, There is an elevation difference between loading / unloading and the ramp, Show path of travel from H/C parking #37 and 38.)Provide wheel stop for parking # 38.Provide minimum 18’ for the length of the handicap parkings.((PENDING, provide for H/C parking number 3 and 4)This building is subject to the State of California Energy Conservation Regulations: - The permit applicant shall be responsible for obtaining an energy plan check from a consultant who is qualified to perform an energy efficiency analysis in accordance with the California Code of Regulations (CCR,) Title 24, Par 6, 2008 California Energy Code. The plan check consultant must sign documentation certifying that a thorough, competent review has been performed on behalf of the Enforcement Agency. - The corrected/final ARCHITECTURAL drawings shall have the required energy efficiency compliance documentation with completed signature blocks filed on the plans. The same information may be copied on the Electrical Plans for the Electrical Plan Checker. - Provide cool roofing as required by 2008 Energy Standards. - The energy plan check consultant must complete the attached “Energy Conservation Plan Check Consultant Qualification Statement.” - Refer to the attached information sheet.(PENDING)Show compliance with California Green Bldg code 2010. For more info please refer to attached summary.(PENDING)CBC Sections 1805.9 and 1904 and CBC Table 1904.2.2. Compressive strength of concrete shall not be less than 3,000 psi, unless allowed by CBC Section 1805.9 Exception. Revise the design and drawings to show compliance.Note on the drawings and submit a copy of ICC Research Report for: SKYLIGHTES_____________.(PENDING)Provide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for: - Stairway(s). CBC Sections 1607, 1630a and 1133B.4, and CBC Table 1607.1, Item 36. - Handrail(s)/guard(s). CBC Sections 1012, 1013, and 1607.7. - Guard(s). CBC Sections 1013 and 1607.7. - Storage racks over 8’ high- New mechanical equipment on roof (note on Roof Framing Plan weight of each existing and new piece of equipment on the roof)(PENDING, provide calculation for the largest equipment 1100 lb, and justify the roof members for the support)- New equipment screening on roof (PENDING, For the motor and shaft housing on the roof, show how it is being supported laterally) - Structural support of shaft(s) and/or hood(s) - Canopy - Trash Enclosure (see attached handout.)(PENDING) - Any other structural alteration - Removal or alteration of existing shear walls - Children’s playground structures shall comply with CBC Section 402.11Change the dead load on the calculation to reflect weight of the fire sprinkler and t-bar ceilingfor both roof load and floor load, and check the calculation based on the new weight. (PENDING, Add 15 lb partition load to the floor dead load CBC 1607.5)Provide ICC report for the sky lights.(PENDING)Provide TJI floor joists span table for commercial use.(minimum 50 psf plus 15 lb partition wall)(PENDING, Provide table for commercial)Provide weight of the A/C units on the roof framing plan. (PENDING,location of the units on the roof framing plan doesn’t match roof plan , also show the weights on the roof framing to match roof plan.)Provide calculation with construction detail to show how the A/C units will be supported by the roof and a/c attachments to the roof.Please justify anchor bolts spacing for double shear wall # 4. (PENDING, not found)Revise all the footing details to reflect height of the actual footings at each side of the building based on the flood elevation.( PENDING, also engineer needs to design 24” high footing at the front(retaining wall))Provide complete design for full height wall.(PENDING)Provide full height post at the exterior framing next to the stairways. (PENDING, use of strap for splice post is not allowed.)Provide support with detail for all beams showing on framing plan.(PENDING)Provide connection detail for beam to full height post on 2nd floor framing . (PENDING)Show size of the studs based on the height per CBC 2010 chapter 23.(PENDING)Provide the same shear wall stiffness on the same line of shear wall.(PENDING, NO changes made)Provide drag strut at all the openings to the shear wall. Show detail of strap at top plate connection.(PENDING, Show horizontally)Show location of all light standards on site plan. (PENDING, if there is a light standard on the deck, show clearance from the light standard to the edge of the walkway)Provide complete calculation and attachment detail for the light standards. (PENDING, not submitted)Detail 1/SD_2 doesn’t match the location.The information on sheet SD3 are not legible, provide clear info to be able to plan check.On detail 17/Sd-2 show how 18” floor joist is hanging from 5-1/4” x16” beam.Provide complete designation and detail for I-hr fire rated wall per Section 104.Please show compliance with Green building code and provide response letter.Justify shear in roof diaphragm @ line A and line B, due to number of the openings. Provide tension load for diaphragm cord at the top and bottom floors.Provide interior shear wall or check for drift and diaphragm deflection.Location of bicycle rack and the number of racks are not clear . Show how the bicycles will be parked with all the curbs and parked cars around it.