Loading...
HomeMy WebLinkAbout209550_1_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: 10186374 PROJECT ADDRESS: 2401 S Pullman St PLAN CHECK ENGINEER: Heidari, FredTEL:714 647-5862FAX:714 647-5897 TYPE OF CONSTRUCTION: V B, SPKor IIIB, SPK ?and 1B for the tower? OCCUPANCY CLASSIFICATION(S): B, M, S-1 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 8/31/2015 INITIAL REVIEW 9/1/2015 EXPIRATION 2/27/2016 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Pablo Veglia 3. TEL: (310)529-4851 FAX: VALUATION:$1,323,000.00 EMAIL: pveglia@delamomotorsports.com FLOOD ZONE:X-0602320278J APPLICABLE CODE: 2013 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 3corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5862 for an appointment.The drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2013 California Building Standards Code with local amendments.All drawings and supporting documents shall be prepared, stamped and signed by a California licensed architect or registered civil engineer.The structural plans and the structural calculations are not signed and stamped at this time.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.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. - Orange County Fire Authority approval on the corrected/final sets of drawings ((714)573-6100) - Police Department approval on the corrected/final set of drawings (647-5840) - Public Works Agency approval (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 issuanceState Division of Occupational Safety Permit (Cal/OSHA) (939-0145). A Cal/OSHA permit is required for: - The construction of any building, structure, false-work, or scaffolding more than three stories high or the equivalent height.A separate Building Permit Application is required for: - Each structure - Each sign - Trash enclosure(s) - Light standard(s) - Pedestrian protection - Screen for Proposed Equipment on the roof.Provide pedestrian protection in accordance with CBC Section 3306. Show location and type of protection on plan view. Provide typical construction details, sections, and elevations of pedestrian protection required. Pedestrian protection constructed within a public right of way shall require a building permit issued by the Building Safety Division and a separate approval from the City’s Public Works Agency (714) 647-5039.Show on the plans: - Occupancy Classification(s) - Type of Construction - Area tabulation justifying floor area(s) of building(s) (CBC Sections 503, 505, 506, 507, and 508 and CBC Table 503) - Fire Sprinkler System (State purpose of sprinkler system, for example, area increase under CBC Section 506.3, required by CBC Section 903 for type of occupancy, etc.) - Number, width, and purpose (cite code section) of yards required - Number and fire-resistive rating of all area separation walls - Number of stories/mezzanines and building height in feetThe official records of the City of Santa Ana show the type of construction for the existing building as:Type VB with 2 yards of 60’ to be maintained for this building. The proposed plan calls the type of construction as Type IIIA. Provide construction details on the plans to support this type of construction upgrade per chapters 5 & 6 of 2013 CBC and provide a certification letter singed and stamped by a licensed architect for requesting this change.The proposed display tower is 7-story structure with height of 56’. Per CBC Table 503 the minimum type of construction for this tower is: type 1B. Please show this type of construction on the plans and show compliance with CBC Table 601 for Fire-Resistance Rating for Building Elements on the plan.Provide fire separation walls between different types of constructionsin this project. Existing building, VB, and proposed tower structure, IB.Provide architectural and structural details between the existing concrete tilt-up building and proposed steel frame tower. Provide and show any seismic joint between these two structures.Show compliance with number of exits required for this 7-story display tower per Sections 1021.2 item # 4 and Table 1021.2(2) for, 1003.2 for ceiling height, 1008.1.1 for the door size on the first floor of the tower, 1015 and Table 1015.1 spaces with one Exit or Exit access doorway.For the proposed tower and the bridge area, provide full construction details for the following assemblies: roof/ceiling, floor/ceiling, and the wall assemblies. Submitted plans are missing these items.For the proposed tower and the bridge area call out the roofing assembly to comply with chapter 15 of CBC.Also show compliance with Table 1021.2(2) for maximum travel distance for the tower and the bridge area.For the service area show compliance with CBC Sections 406.8.2 and 406.8.5 & justify the maximum quantities of hazardous materials do not exceed Table 307.1(1) of CBC.Provide construction details for proposed display tower and the bridge roof drains and overflow drain.Location of the roof access ladder on the sheet A 2.2 does not match sheets A 2.6 & A 2.7.Label and note hourly fire rating of: - Exterior walls - Fire walls - Fire barriersOccupancies storing, handling, using, and/or selling hazardous materials, liquids, and chemicals shall submit a list of all said materials, listing their quantities and how they relate to specific California Building Code Table items. Note on the Floor Plan, type and quantity of hazardous material in each control area and fire-resistive rating for fire barriers.Occupancies using hazardous materials are subject to special requirements. It is the applicant’s/owner’s responsibility, PRIOR TO SUBMITTAL, to make this known to the Building, Planning, or Fire Departments.Provide on the drawings a complete “fire resistance design schedule” which shall include the following: - The building elements which require fire-resistive construction. - The hourly rating of the building element as required by the Code. - Evidence of appropriate fire resistance for each building element in accordance with specific UL listing or ICC Evaluation Report for each material selected. Evidence shall include appropriate material thickness for each building element. - Non-standard fire-resistive designs requiring adhesives, overcoats, metal lath-netting, or special thicknesses shall be detailed.Reference each fire-resistive assembly to a CBC Chapter 7, Table and Item number: - Columns - Structural Elements - Fire walls - Fire barriersPlans shall indicate how required structural and fire resistive integrity will be maintained where a penetration will be made for electrical, mechanical, plumbing and communication conduits, pipes and similar systems. CBC Chapter 7. Note on the plans the ICC Research Report number, U.L. number, State Fire Marshal number, or approval number of another agency accepted by the City of Santa Ana.Provide typical section view detail of all new partitions and ceilings showing: - Size, spacing, and material of framing members - Note gauge and ICC Research Report number and installation/construction requirements for metal framing members. - Method of attaching framing to the building structure. Compliance shall be shown with CBC chapter 16 for lateral support of the walls. Submit structural engineering calculations for walls in rooms with a floor to building structure above height greater than 14’.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.Provide complete details on the drawings showing compliance with CBC Section 1405 requirements for veneer construction.See sheet A3.1 for Perforated Aluminum sidings. Each required accessible means of egress shall be continuous to a public way and shall consist of one or more of the following components: Accessible Routes, Stairways, Elevators, Horizontal Exits, Ramps, or Areas of Refuge. Show compliance for the exit doors on the south side of the existing building. Also provide compliance with chapters 10 and 11B for the proposed gate at the south-west corner of this building.Note on drawing: “Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort.”All doors require a level floor landing on each side in accordance with CBC Section 1008, and. Provide typical door threshold details and details of change in floor covering material.The width of the level area on the side to which the door swings shall extend 24” past the strike edge of the door for exterior doors and 18” past the edge for interior doors. Regardless of the occupant load, there shall be a floor or landing on each side of a door. The floor or landing shall be not more than ½” lower than the threshold of the doorway. Change in level between ¼” and ½” shall be beveled with a slope no greater than 1:2. Change in level greater than ½” shall be accomplished by means of a ramp. Provide detailed sections and plan views showing compliance at all doorways requiring accessibility.All entrances and exterior ground-floor exit doors to buildings and facilities shall be made accessible to persons with disabilities. Hand-activated door opening hardware shall be centered between 30” and 44” above the floor. Latching and locking doors that are hand activated and which are in a path of travel shall be operable with a single effort by lever-type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors shall operate as above in egress direction.Note on the drawings: “Maximum effort to operate doors shall not exceed 5 pounds for exterior doors and interior doors, such pull or push effort being applied at right angles to hinged doors and at the center place of sliding or folding doors.The bottom 10” of all doors except automatic and sliding shall have a smooth uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition.Stairways shall show compliance with CBC chapter 10 and 11B including applicable disabled accessibility requirements for the existing stairs to second floor. - Provide complete architectural plan view, sections, details, and notes for stairway(s). - Dimension rise of steps shall be not less than 4” or greater than 7”. The run shall notbe less than 11”. - Treads, nosing, and risers require compliance with CBC chapter 11B, including no open risers and slip resistant treads.The upper approach and the lower tread of each interior stair shall be marked by a strip of clearly contrasting color at least 2” wide placed parallel to and close to (not more than 1” from) the nose of the step or landing to alert the visually impaired. The strip shall be of material that is at least as slip-resistant as the other treads of the stairs.Tactile floor designation signs shall be located at each floor level landing in all enclosed stairways in buildings two or more stories in height to identify the floor level. At exit discharge level, the sign shall include a raised five-pointed star located to the left of the identifying floor level. Provide handrail details for the existing stairs to second floor on the drawings and showing compliance with CBC chapters 10 and 11B. - Stairways shall have handrails on each side. - Handrails shall be 34 to 38” above the nosing of treads. - 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. - Ends of handrails shall be returned or shall terminate in newel posts of safety terminals. - Handrails projecting from a wall shall have a space of 1½” between the wall and the handrail. - The handgrip potion of handrails shall not be less than 1¼” nor more than 1½” cross-sectional dimension or the shape shall provide an equivalent gripping surface. The handgrip portion of handrails shall have a smooth surface with no sharp corners. Handrails for stairways shall be adequate in strength and attachment in accordance with CBC chapter 16. For access ladder in the display tower provide a guard.Guards shall be detailed to show compliance with Section 1013. Dimension finish floor to top of guard height.For the main building provide and show on the plans the exit signs to be readily visible from any direction of approach. No point shall be more than 100’ from the nearest visible exit sign. Revise the drawings to show compliance.CBC Section 1006, Requires means of egress from all occupied parts of the building be provided with at least 1’ candle of light at floor level. Show compliance on the drawings.It is the project designer’s/property owner’s responsibility to show compliance on the drawings with all applicable Federal and State Accessibility Standards.Drawings submitted to the Building Division for review shall provide the following information to insure compliance with CBC Chapter 11B: - An accessible entrance - An accessible route to the altered area - Accessible restrooms - Accessible telephone (if any) - Accessible drinking fountains, and - Parking, signage and alarmsSince the proposed accessible restroom is located in the back of parts and service areas and is not accessible to the office staff,Provide enlarged floor plan for existing restroom near the office area to show full compliance with chapter 11B CBC.Accessible toilet seat height shall be 17” to 19” high per section 11B604.4 CBC. Revise sheet A2.9 to show compliance.Walks and sidewalks shall not have cross slopes exceeding ¼” per foot (2% slope). Slopes along the path of travel shall not exceed 5% unless designed as a pedestrian ramp in accordance with CBC.If a walk crosses or adjoins a vehicular way, and the walking surfaces are not separated by curbs, railings or other elements between the pedestrian areas and vehicular areas, the boundary between the areas shall be defined by a continuous detectable warning which is 36” wide, complying with the CBC. Show compliance on the plans. Detectable Warning Product Approval. Only approved Division of the State Architect, Access Compliance (DSA/AC) approved detectable warning products and directional surfaces shall be installed in accordance with CBC chapter 11B.Provide parking data on the site plan showing the total number of parking spaces provided, the number of disabled accessible spaces and the number of van accessible spaces, showing compliance with CBC chapter 11B.Revise the drawings to show the words NO PARKING shall be painted on the ground within each loading and unloading access aisle. This notice shall be painted in white letters no less than 12” high and located so that it is visible to traffic enforcement officials. Provide construction details for the cashier in the parts area and the reception desk to show compliance with CBC chapter.Glass and glazing shall be in accordance with CBC Chapter 24. Note on the drawings all windows and doors having glazing. Indicate the type and thickness of each light of glazing on the drawings. For new/ replaced Skylights show compliance with CBC chapter 24. Note on the drawing ICC Research Report number and installation requirements for skylights using plastic materials. Plastic Skylights shall not be installed within that portion of a roof located within a distance to property line or public way where openings in exterior walls are prohibited or required to be protected, whichever is most restrictive. Show/note ventilation requirements on the plans in accordance with the CBC and California Mechanical Code (CMC) requirements for each type of use. Note on drawings: - Provide mechanical ventilation for each area/room in accordance with the 2010 California Mechanical Code.Provide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for: - Stairway(s). - Handrail(s)/guard(s). . - Guard(s). - New opening(s) in bearing wall(s)there are total of 5 opening into the existing concrete walls 4 on the north wall and 1 into the south wall. - Storage racks over 8’ high - New mechanical equipment on the roof - New equipment screening on roof - proposed Canopy on the north side - Trash Enclosure (see attached handout.) - Any other structural alterationProvide structural calculation for storage areas above preparation area, employees lounge and restroom area. Justify the vertical and lateral loads of these storage areas. Provide foundation plan to resist the live load of at least 125 PSF.Wind design data. The following information related to wind loads shall be shown, regardless of whether wind loads govern the design of the lateral-force-resisting system of the building: - Basic wind speed (3-second gust), miles per hour (km/hr). - Wind importance factor, I, and occupancy category. - Wind exposure. Where more than one wind exposure is utilized, the wind exposure and applicable wind direction shall be indicated. - The applicable internal pressure coefficient. - Components and cladding. The design wind pressures in terms of psf to be used for the design of exterior component and cladding materials not specifically designed by the registered design professional.Earthquake design data. The following information related to seismic loads shall be shown, regardless of whether seismic loads govern the design of the lateral-force-resisting system of the building: - Seismic importance factor, I, and occupancy category. - Mapped spectral response accelerations, SS and S1. - Site class. - Spectral response coefficients, SDS and SD1. - Seismic design category. - Basic seismic-force-resisting system(s). - Design base shear. - Seismic response coefficient(s), CS. - Response modification factor(s), R. - Analysis procedure used.Calculations must be presented in a clear, legible, and organized manner conducive for structural plan review. A table of contents must be provided and pages must be numbered for referencing purposes.The submitted structural calculation is not complete and is not clear. Resubmit revised calculations showing compliance.A key plan must be provided for the structural members designed on all pages of calculations so that the calculations and plans may be correlated.See other red marks on the following sheets of drawings. Sheet A0.0, A1.1, A2.1, A2.2, A2.3, A2.7, A2.8, A2.9, A2.10, A3.3, A4.0, S-2, S-3, S-5, S-9, S-11, S-13, and S-17. Please resubmit the marked up set to the city for recheck.