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Home My WebLink Aboutesgil 2, 2017-16469320 Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576 ===============EsG il Corporation=============== In Partnership with Government for Building Safety DATE:06/28/2017 APPLICANT JURIS. JURISDICTION:Palm Springs PLAN REVIEWER FILE PLAN CHECK NO.:2017-1646 SET:II PROJECT ADDRESS:979 San Lorenzo PROJECT NAME:Kyle Luxury Investments SFR Addition The plans transmitted herewith have been cor rected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete rec heck. The check list transmitted herewith is for your information. The plans are being held at Es Gil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: Eagle Construction EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted:Wade;CC:Jay Bird Telephone #:(760)636-6740; 442-274- 6620 Date contacted:(by:) Email:waderitchie@hotmail.com;dbdl2015@gmail.com Mail Telephone Fax In Person REMARKS: By:Ryan Murphy (for Dwight Ashman)Enclosures: EsGil Corporation GA EJ MB PC 06/21/2017 Palm Springs 2017-1646 06/28/2017 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence.The notes in bold font are current. PLANS 1.Please make all corrections and submit THREE new complete sets of prints,to the Palm Springs building department. Please note: Before correcting the plans, you should wait until you’ve received comments from other city departments (Fire, Planning, etc.). 2.All sheets of plans must be signed by the person responsible for their preparation.(California Business and Professions Code).Will reverify designer sigs on next set, please have architect stamp and sign framing and foundation plan. a.Plans deviating from conventional wood frame construction shall have the structural portions signed and s ealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations. (California Business and Professions Code). 3.Indicate on the Title Sheet of the plans the name of the legal owner and name o f the person responsible for the preparation of the plans. Section R106.1.1. Owner information is blank. Please clarify designer information.Owner information is still blank on this set. FOUNDATION REQUIREMENTS 15.Foundation details are referenced to she et SD.1, which was not included. The details appear on A.2.One of the details called out on A.2. still references SD.1. Also foundation plan/foundation details do not appear to match calculations provided. Please clarify and coordinate the plans to matc h the calculations. a.Is there a slab on grade? b.Calculations show several different grade beams of varying siz es and reinforcement,while the plans show a perimeter footing with a 4 in. slab.Can you please expand on the grade beam calculations, for example, grade beam A-A. You are calculating an overturning moment here I see, where did the 3072 lbs and 3.8ft moment arm come from? Also when calculating an overturning moment you do not account for the self-weight of the concrete. Are these grade beams necessa ry? If so please incorporate them in the plans. c.Please note, unless anticipating unsatisfactory soil conditions, the slab and exterior footing shown on the plans would be satisfactory. Palm Springs 2017-1646 06/28/2017 STRUCTURAL 16.Provided calculations were from a different job. Please provide site specific design calculations.Please clarify the following concerns: a.Per note about roof, roof is flat. RR-1, both design calculations provided for RR-1 use a sloped roof. Please revise calcs to reflect flat roof condition as well 5’ overhang . b.Please expand on the loading conditi ons you came up with for HIP-1. c.Please have architect stamp and sign calculations, as well as foundation and framing plan. 17.Please review wall bracing. With no calculations, the lateral design must conform to CRC section 602.10. See wall spacing, minimum lengths, location of panels. Or provide design calculations.The plans do not match the calculations provided.Please address the following: a.Callout locations, lengths,materials, and nailing schedule of all the shearwalls accounted for in the calculations, on the plans. b.Please provide shear transfer details at appropriate locations with connection hardware called out. 19.The plans shall indicate that special inspection will be provided for the following work. (CBC Chapter 17 and Section 107.2) a)Periodic special inspection should be provided for anchors installed in hardened concrete. Section 1705.3.No response. 22.Please complete framing plans. There is much empty space and many members are not identified.Please clarify the following concerns: a.TJI callout for RR-1 on the plans in eligible, please revise. b.Beam C is called out on the section A leader line on the framing plan, please revise to correct location. c.If applicable (no slab), provide floor framing plan. d.No details provided, please call out appropriate connection details for bearing walls, beams, headers, etc… PLUMBING 27.Specify on the plans whether the existing house was built before or after 1994. For additions or improvements to a residence built before 1994, note on the plans that existing “noncompliant” fixtures (toilets that use more than 1.6 gallons of water per flush, urinals that use more than one gallon of water per flush, showerheads that have a flow capacity of more than 2.5 gallons of water per minute, and interior faucets that emit more than 2.2 gallons of water per minute) shall be replaced. Certification of compliance shall be given to the building inspector prior to final permit approval. California SB407.Could not locate this note. Palm Springs 2017-1646 06/28/2017 ENERGY CONSERVATION A)A new T24 was not provided with the new set. T24 on from previous set lists the wrong address and the total sq. footage does not match this job. It is also not registered with the proper authority. Please provide an updated T24 that matches these plans and is HERS registered.When replacing or modifying the mechanical system: a.If more than 40’ of new ductwork is installed in unconditioned space, HERS inspection is required for both existing and new duct sealing. b.Replacement of mechanical equipment (air handler, condensing unit of an air conditioner or heat pump, cooling or heating coil, or the furnace heat exchanger) requires HERS inspection. B)Include on the Title Sheet of the plans the following statement: “Compliance with the documentation requir ements of the 2016 Energy Efficiency Standards is necessary for this project. Registered, signed, and dated copies of the appropriate CF1R, CF2R, and CF3R forms shall be made available at necessary intervals for Building Inspector review. Final completed forms will be available for the building owner.” C)Prior to the initial plan submittal the energy design was required to be registered with the appropriate HERS provider data registry. Prior to the next plan review, please register the energy design and resu bmit plans with completed forms (registration number). D)A complete energy plan check will be performed after completed and/or the corrected energy design has been provided. MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes No  The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any Palm Springs 2017-1646 06/28/2017 questions regarding these plan review items, please contact Ryan Murphy (for Dwight Ashman)at EsGil Corporation. Thank you.