Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2659 STATE ST; 102; CBC2018-0193; Permit
(Lrcity of Carlsbad Commercial Permit . Print Date: 02/27/2019 Permit No: CBC2018-0193 Job Address: .2659 State St, 102 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed - Finaled Parcel No: 2030542600 Lot #: Applied: 04/10/2018 Valuation: $131,640.48 Reference #: DEV2018-0037 Issued: 06/14/2018 Occupancy Group: Construction Type: Permit Finaled: H Dwelling Units: Bathrooms: Inspector: TFraz Bedrooms: ' Orig. Plan Check H: Final Plan Check H: . Inspection: 2/27/2019 12:03:06PM Project Title: JUENE ETJOLIE . I Description: JUENE ETJOLIE: 2,034 SFT.I. RETAIL TO RESTAURANT Applicant: Owner: Contractor: JUENE ET JOLIE 2659 STATE PARTNERS LLC HAWKINS CONSTRUCTION INC JOHN RESNICK 220 E Glaucus St 2659 State St 4177 Yale Ave Encinitas, CA 92024-1604 CARLSBAD, CA 92008 La Mesa, CA 91941-7717 760-637-5121 619-463-1222 BUILDING PERMIT FEE ($20004.) $739.60 BUILDING PLAN CHECK FEE (BLDG) $517.72 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL I $89.00 FIRE A-2 & A-3 Occupancies• TI $609.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $55.00 PLUMBING BLDG COMMERCIAL NEW/ADDITION/REMODEL $86.00 PUBLIC FACILITIES FEES - outside CFD $4,607.42 5B1473 GREEN BUILDING STATE STANDARDS FEE $6.00 SDCWA SYSTEM CAPACITY CHARGE 1" Displacement $3,059.00 SEWER CONNECTION FEE (General Capacity all areas) $12,646.36 STRONG MOTION-COMMERCIAL . $36.86 TRAFFIC IMPACT Commercial-Industrial Outside CFD $5,148.00 WATER METER FEE 1" Displacement .. $34.00 WATER SERVICE CONNECTION FEE 1" DISPLACEMENT (P) $5,212.00 WATER TREATMENT CAPACITY CHARGE 1" Displacement $85.00 Total Fees: $32,930.96 Total Payments To Date: $32,930196 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 760-602-8560 f I www.carlsbadca.gov IThE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: NNING NGJNEERING 13UIL1NNG 'FIRE HEALTH DHAZMATIAPCD I Building Permit Application Plan Check No. (CLY f 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value Ph: 760-602-2719 Fax: 760-602-8558 Ca.r Isbad Plan Ck. Deposit. email: building@carlsbadca.gov Date g ho hr Iswppp I www.carlsbadca.gov JOB ADDRESS - e'1 Cç 7r I SUITES/SPACES/UNITS I 102 APN I 'io - - -00 T/PROJECT# LOTS S OF UNiTS # BEDROOMS I# BATHROOMS I TEIisNT BUSINESS NAME I J.)fsJ r i o;I-"I CONSTR. TYPE I v . CCC. GROUP I A 2. DESCRIPTION OF WORK Include Square Feet of Affected Area(s) '.D W 5P Ptw VW1 4T1I OQ £V1 MC'v /fsz4 1qi&3'4, EXISTING USE gQJb.,L I GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE frJR CONDITIONING FIRE SPRINKLERS ,437/It/vffI I 1 I 'ESD Nom AIR I YES NO APPLICANT NAME JC(1t) 2M I (4 PROPERTY OWNER NAME Primary contact 26 4ftAmg FA&MI) Li C. ADDRESS 3766 A& MCA VEL, F"CC ADDRESS #1-72.C3 l -: Cliv STATE ZIP CITY STATE lIP CITY PHONE (410 PHONE 6101- g'0 -77z FAX EMAIL EMAIL C. EMAIL t$#85tMtS. £o#'l DESIGN PRO ( ~m- CO g jf ADDRESS 5'iiff 1 ADD7 ftt4 kVE CIIY STATE ZIP CITY STATE ZIP rL' PHONE g 9 FAX PHONE FAX EMAIL MAP *6 60M EMAIL 4,v NC ' . I STATE LIC. S i STATELlC.#3qc#j, ICLvSS I ' ICITYBUS LIC.# I (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to Its issuance, also requires the apphcant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law IChapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). 9®Q ®QO®lJ Workers' Compensation Declaration: I hereby affirm under penally of perJuly one of the following declarations: AI I have and will maintain a certificate of consent to self-Insure for workers' compensation as provided by Section 3701)01 the Labor Code, for the performance of the work for which this permit is issued. have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, fotthe performance of the work for which this permit is issued. My workers' compensation insjirance canter and policy number are: Insurance Co. $1A CsMpeS(,f1 v(e1.( CLA1Il4' F1'?cyNo. (O L 'IU Expiration Date _573Q/L is section need not be completed if the permit is for one hundred dollars ($100) or less. Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject lathe Workers' Compensation Laws of California. WARNING: Failure to secure w rke 'compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (9100,000), in addition to the cost of compensation, d p ovId f I n 3706 of the Labor code, Interest and attorney's fees. CONTRACTOR SIGNATURE AGENT DATE ®@Crf ''O®() l hereby affirm that !ani exempt from Contractor's License Low for the following mason. 0 I, asownerofthepmpertyormyemployeeswilhwagesastheirsdeonrnpensation,wrUdotheworkand the structure is not intended or offered for safe (Sec. 7044, Business and Professions Code, The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such Improvements are not intended or offered for sate. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and ProfessIons Code: The Contractor's License Law does not apply to an owner of properly who builds or improves thereon, and contracts for such projects with contractors) licensed pursuant to the Contractor's License Law). U lam exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement Dyes Dub 2.l(have / have not) signed an application bra building permit for the proposed work. 3.1 have contracted with the kelowing person (firm) to provide the proposed construction (include name address l phone lcontractors! license nwnbe4: 4.1 plan to provide portions of the work, bull have hired the following person to coordinate, supervise and provide the major work (include name! address! phone Icontractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name !address I phone! type of work): 'PROPERTY OWNER SIGNATURE []AGENT DATE 'S (® OOU Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Prestey-Taniter Hazardous Substance Account Act? Yes No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address Oc o0oci IcestifjthatI have read the application and state thatthe above Infonnation is canectand thatthe Information on the plans Is accurate. IagieetocompIywithall City ordinances and State laws ,elatingto bulldingconsbuctlon. I hembyauthorize representative of the City of Carlsbad to enter upon the above mentioned property for Inspection purposes. IALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID diV IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: M OSHA pemrftisrequired for excavations over 50' deep and demolition or construction of structures over 3stories in height. EXPIRATION: Every permit issued by the BuIdg aI1nder the provisions of this Code shall expke by limitation and become null and void orwslcautho&ed by such permit is not commenced within 180dasflamthe dateofsuth pontetorif &rka d such is suspended or abandoned at any time after the work is commenced for a period of l8o days (Section 106.41 Uniform Buikilig Code). .APPLICANT'S SIGNATURE DATE IV io . STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUPANCY (Commercial Projects Only) Fax (760) 602-8560, Email building)carlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS ' CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANTS BUS. UC. No. DELIVERY OPTIONS PICK UP: CONTACT lusted above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1.) ASSOCIATED CB# MAIL TO: CONTACT (Listed above) OCCUPANT (listed above) CONTRACTOR (On Pg. 1) NO CHANGE IN USE / NO CONSTRUCTION MAIL/ FAX TO OTHER: CHANGE OF USE / NO CONSTRUCTION MAPPUCANT'S SIGNATURE DATE Permit Type: BLDG-Commercial Application Date: 04110/2018 Owner: 2659 STATE PARTNERS LLC Work Class: Tenant Improvement Issue Date: 06/14/2018 Subdivision: SEASIDE LANDS Status: Closed - Finaled Expiration Date: 06/10/2019 Address: 2659 State St, 102 Carlsbad, CA 92008-1627 IVR Number: 10626 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reunspectuon Complete Date Start Date 1112812018 1112812018 BLDG-Final 077214-2018 Partial Pass Tim Frazee Reinspectlon Incomplete Inspection Checklist Item COMMENTS Paésed 1211112018 1211112018 BLDG-Final Inspection BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final 078305-2018 Checklist Item TCO pending parking striping Partial Pass Tim Frazee COMMENTS -- Yes Yes Yes Yes Yes Reinspection Incomplete Passed BLDG-Building Deficiency TCO pending parking striping Striping Done Yes 12/10/18 TCO pending fixing both toilet paper holders in both restrooms BLDG-plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final TCO pending Installation of exterior light at Yes back door 02/2712019 02/27/2019 BLDG-Final 084743-2019 Passed Tim Frazee Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency TCO pending parking striping Striping Done Yes 12/10/18 TCO pending fixing both toilet paper holders in both restrooms BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final TCO pending Installation of exterior light at Yes back door Complete February 27, 2019 Page 5 of 5 Permit 11,pe: BLDG-Commercial Application Date: 04/10/2018 Owner: 2659 STATE PARTNERS LLC Work Class: Tenant Improvement Issue Date: 06/14/2018 Subdivision: SEASIDE LANDS Status: Closed - Finaled Expiration Date: 06/10/2019 Address: 2659 State St, 102 Carlsbad, CA 92008-1627 IVR Number: 10626 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/0412018' 1010412018 BLDG-17 Interior 072031.2018 Partial Pass Tim Frazee Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency 1st layer on Party Wall OK Yes 2nd layer on Party Wall and Fire Caulking OK 8/23/18 Fire insulation on hood duct work thru roof Ok 9/5/18 Drywall screws on curtain wall and lid @ kitchen area 10/4/18 10109/2018 1010912018 BLDG-Gas Meter 072382-2018 Passed Tim Frazee Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency Gas line OK at 15 lbs Yes 10/1112018 1011112018 BLDG-12 Steel/Bond 072581.2018 Passed - Tim Frazee Complete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency Reber in front patio area OK to pour Yes 10/23/2018 10/23/2018 BLDG-IS Insulation 073916.2018 Passed Tim Frazee Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/25/2018 10/25/2018 BLDG-18 Exterior 074199.2018 Passed Tim Frazee Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Demising wall screws OK Yes Screws on remaining walls OK Exterior lath nailed off and caulked OK 11/19/2018 11/19/2018 BLDG.-85 T-Bar, 076477-2018 Passed Tim Frazee Complete CeIlIng Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers February 27, 2019 Page 4of5 Permit Type: BLDG-Commercial Application Date: 04/10/2018 Owner: 2659 STATE PARTNERS LLC Work Class: Tenant Improvement Issue Date: 06/14/2018 Subdivision: SEASIDE LANDS Status: Closed - Finaled Expiration Date: 06/10/2019 Address: 2659 State St, 102 Carlsbad, CA 92008-1627 IVR Number: 10626 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency Kitchen cooktop hood duct FAILED smoke Yes test Kitchen fan hood duct work smoke test OK 9/11/18 Insulation on kitchen hood duct work OK 09/14/2018 09114/2018 BLDG-44 070076.2018 Passed Tim Frazee Complete Rough!Ducts!Dampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency Kitchen cooktóp hood duct FAILED smoke Yes test Kitchen fan hood duct work smoke test OK 9/11/18 Insulation on kitchen hood duct work OK 0911712018 09/1712018 BLDG-Il 070204.2018 Passed Tim Frazee Complete FoundationlFtglPier 5 (Reber) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 0911912018 09/19/2018 BLDG-66 Grout 070429-2018 Passed Tim Frazee . Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Reber in patio wall Ok to grout Yes BLDG-84 Rough 070428-2018 Partial Pass Tim Frazee Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Demising wall only. Ok to drywall two . Yes lawyers with special inspection BLDG-14 Exterior walls OK but must lath exterior first Yes Frame-Steel-Bolting-Welding 7/21/18 (Decks) Interior walls only OK to hang drywall 8/21/18 BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Electrical wiring in ceilings OK except Yes restrooms BLDG-44 Smoke test on the welded hood duct work Yes Rough-Ducts-Dampers 8/28/18 09/25/2018 09/25/2018 BLDG-14 071040.2018 Partial Pass Tim Frazee Reinspection incomplete Frame/Steel/Bolting! Welding (Decks) , Checklist Item COMMENTS Passed BLDG-Building Deficiency Ceiling framing in Kitchen, Bar & Dining Yes areas 09/26/2018 0912612018 BLDG-Electric Meter 071020-2018 Passed Tim Frazee Complete Release February 27, 2019 Page 3 of 5 Permit Type: BLDG-Commercial Application Date: 04/10/2018 Owner: 2659 STATE PARTNERS LLC Work Class: Tenant Improvement Issue Date: 06/14/2018 Subdivision: SEASIDE LANDS Status: Closed - Finaled Expiration Date: 06/10/2019 Address: 2659 State St, 102 Carlsbad, CA 92008-1627 lVR Number: 10626 Scheduled Date Actual Start Date Inspection Type Inspection' No. Inspection Status Primary Inspector Reinspection Complete BLDG-18 Exterior 068051.2018 Partial Pass Tim Frazee Reinspection Incomplete Lath/Drywall I. Checklist Item COMMENTS Passed BLDG-Building Deficiency Demising wall screws OK Yes 08/28/2018 08/28/2018 BLDG-84 Rough 068326-2018 Partial Pass Tim Frazee Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Demising wall only, ok to drywall two Yes lawyers with special inspection BLDG-14 Exterior walls OK but must lath exterior first Yes Frame-Steel-Bolting-Welding 7/21/18 (Decks) Interior walls only OK to hang drywall 8/21/18 BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Smoke test on the welded hood duct work Yes 'Rough-Ducts-Dampers 8/28/18 09105/2018 09/0512018 BLDG-17 Interior 069129-2018 Partial Pass Tim Frazee Reinspection incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency 1st layer on Party Wall OK Yes 2nd layer on Party Wall and Fire Caulking OK 8/23/18 Fire insulation on hood duct work thni roof Ok 9/5/18 09/06/2018 09/06/2018 BLDG-44 069255-2018 Failed Tim Frazee Reinspection Complete Rough/Ducts/Dampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency Kitchen cooktop hood duct FAILED smoke No test 09/11/2018 09/07/2018 BLDG-44 069388.2018 Passed ' Tim Frazee Complete Rough/Ducts/Dampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency Kitchen cooktop hood duct FAILED srkoke Yes test Kitchen fan hood duct work smoke test OK 9/11/18 09/13/2018 09/1/2018 BLDG-44 069960-2018 Partial Pass Tim Frazee Reinspection Incomplete Rough/Ducts/Dampe rs February 27, 2019 Page 2 of 5 Permit Type: BLDG-Commercial Application Date: 04/10/2018 Owner: 2659 STATE PARTNERS LLC Work Class: Tenant Improvement Issue Date: 06/14/2018 Subdivision: SEASIDE LANDS Status: Closed - Finaled Expiration Date: 06/10/2019 Address: 2659 State St, 102 Carlsbad, CA 92008-1627 IVR Number: 10626 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 06/26/2018 0612612018 BLDG-21 062129-2018 Passed Paul Burnette Complete Underground/Underf loor Plumbing Checklist Item COMMENTS . . Passed BLbG-Building Deficiency . Yes 0710612018 0710612018 BLDG-21 063264.2018 Passed Michael Collins Complete Undergroundlunderf • loor Plumbing Checklist Item COMMENTS . . . Passed BLDG-Building Deficiency Grease interceptor with POC to existing Yes sewer. 0810712018 0810712018 BLDG-84 Rough 066162.2018 Partial Pass Andy Krogh Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Demising wall only. Ok to drywall two Yes lawyers with special inspection BLDG-14 Yes Frame-Steel-Bolting-Welding (Deks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Duds-Dampers 0812112018 0812112018 BLDG-17 Interior 067529-2018 Partial Pass Tim Frazee Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency 1st layer on Party Wall OK Yes BLDG-84 Rough 067566.2018 Partial Pass Tim Frazee Reinspection Incomplete Combo(14,24,34,44) . Checklist Item COMMENTS Passed BLDG-Building Deficiency Demising wall only, Ok to drywall two Yes lawyers with special inspection BLDG-14 Exterior walls OK but must lath exterior first • Yes Frame-Steel-Bolting-Welding 7/21/18 (Decks) Interior walls only OK to hang drywall 8/21/18 BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical • Yes BLDG-44 Yes Rough-Ducts-Dampers 08123/2018 0812312018 BLDG-17 Interior 067867.2018 Partial Pass Tim Frazee • Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency • 1st layer on Party Wall OK . Yes 2nd layer on Party Wall and Fire Caulking OK 8/23/18 February 27, 2019 Page 1 of 5 EsGilV/0 A SAFEbuitttompany DATE: 5/1812018 0 APPLICANT ,l..aJURIS. JURISDICTION-, City.oLCar1sba4j PLAN CHECK #.: CBC2018-0193 SET: II PROJECT ADDRESS: 2659 State St. PROJECT NAME: Jeune et Jolie Restaurant T. I. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. Li The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. Li The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. Li The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. Li The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. Li The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. Li EsGil staff did advise the applicant that the plan check has been completed. Person - Telephone #: Date contacted: Mail Telephone Li REMARKS: Email: Fax In Person By: David Yao Enclosures: EsGil 5/10/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Person contacted: John Resnick Date contacted: (byi eflail%/ Telephone Fax In Person LII REMARKS: By: David Yao EsGil 4/12/18 Telephone #: 619-850-6590 Email: john@thisiscampfire.com Enclosures: EsGil A SAFEbu1ttompany DATE: 4125/2018 U APPLICANT ,'JURIS. JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2018-0193 SET: I PROJECT ADDRESS: 2659 State St. PROJECT NAME: Jeune et Jolie Restaurant T. I. E The, plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's 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 recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil 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: John Resnick LI EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBC2018-0193 4/25/2018 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK #.: CBC2018-0193 JURISDICTION: City of Carlsbad OCCUPANCY: A2 USE: restaurant TYPE OF CONSTRUCTION: VB ACTUAL AREA: 2034 sf ALLOWABLE FLOOR AREA: ? STORIES: HEIGHT: SPRINKLERS?: N REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 4/25/2018 OCCUPANT LOAD: -71 (interior) DATE PLANS RECEIVED BY ESGIL CORPORATION: 4/12/18 PLAN REVIEWER: David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2016 CBC, which adopts the 2015 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., Ian sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad CBC2018-0193 4/25/2018 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 1. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Classification(s) What is the occupancy group of the existing space? M-retail? B-office? For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Sections 508.3/508.4. Stories Floor Area What is the floor area of the adjacent space(existing office)? Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 107.2. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. lEBC Section 407. Please provide complete details to show the building will comply. a) When performing an allowable floor area analysis for the entire building, do not use the "separated uses" option from Section 508, unless it can be shown that all existing tenants are separated from each other by the required fire barriers. On the cover sheet of the plans, specify any items that will have a deferred submittal (fire sprinklers/alarms, etc.). Additionally, provide the following note on the plans, per Sec. 107.3.4.2: "Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." City of Carlsbad CBC2018-0193 4125/2018 Provide a statement on the site plan stating: "All property lines, easements and buildings, existing and proposed, are shown on this site plan." Provide detail area analysis to show the entire building with the occupancy change to A2 on the proposed T. I. still with the allowable floor area. Table 506.2. It may require fire barrier. Please check table 508.4 Note on the plans: "All egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort." Section 1010.1.9. In lieu of the above, in a Group B, F, M or S occupancies (or places of religious assembly or Group A occupancies having an occupant load of 300 or less), you may note on the plans "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED." This signage is only allowed at the main exit. Section 1010.1.9.3. Exit doors shall provide a clear width of not less than 32" when open 90 degrees (i.e., a 3' wide door), and must have a minimum height of 6 feet 8 inches. Maximum leaf width is 4 feet. Please provide specification to show the door Ni - Pivot door comply with the requirement with panic hardware. Section 1010.1.1. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Fixed and openable panels of door assemblies. The window schedule shows door N2-type D and N3 type E. The elevation below shows window N2-type B and N3-type C. Window N2 appears to have glazing? Tempered? Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. Recycling. Note on the plans that a minimum of 65% of construction waste is to be recycled and/or salvaged. CGC 5.408.1. Documentation shall be provided to the enforcing agency which demonstrates compliance. CGC Section 5.408.1.4. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. The floor plan shows the enclose wall around the new patio is CMU with smooth stucco. What is the construction detail of the wall? calculation? The calculation shows seismic force along line B is 3014 lb. Please clarify how to resist the force? cantilever column? R revised? Please refer to the following corrections for mechanical, plumbing, electrical and energy items. City of Carlsbad CBC2018-0193 4/2512018 To speed up the review process, please 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: U Yes U No The jurisdiction has contracted with EsGil, 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 questions regarding these plan review items, please contact David Yao at Esgil. Thank you. PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ARCHITECTURAL PME ITEMS Please detail the drawings to show the required 42 inches tall "Guards" (guard rails) or building parapets as per CBC, Sections 1015.6 & 1015.7: Where appliances, equipment, fans, roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface. PLUMBING (2016 CALIFORNIA PLUMBING CODE) Describe the method of compliance for temperature limitations for the following fixture types: (public use lavatories (limited to 110 degrees). All water supply systems that have quick closing valves installed therein (washing machines, flush valve fixtures, etc.) shall have devices installed as close to the fixtures as possible to control the effects of water hammer. Please detail. CPC 609.10 Hot water recirculating loop systems requirements: Detail the following: The installation of an air release valve on the inlet side of the recirculation pump, within 4' of the pump. A check valve is required between the recirculating pump and the water heating equipment to prevent the hot water from flowing backwards through the recirculation loop. A check valve is required on the cold water supply line between the hot water system and the next closest tee on the cold water supply line. (See CPC 608.3 for expansion tank requirements.) City of Carlsbad CBC2018-0 193 4/25/2018 MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) 5. The 400 ampere feeder equipment grounding conductor is undersized, please review. ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) The Energy is fine as submitted. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 Show that a 60" x 60" level area is provided at areas where a door (or gate) swings toward the walk in the accessible route of travel, per Section 11 B-404.2.4. Show that the walk extends ~:24" beyond the strike edge of the strike edge of any door (or gate) that swings toward the walk. The tops of tables and counters shall be 34" maximum above the floor. Section 11 B-904. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least one of each type of station shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 11 B-904.(hostess_stand?) Sales and service counters shall have a portion of the counter which is at least 36" in length with a maximum height of 34 inches. Section 11 B-904.4.1. Where is the POS counter? Check writing surfaces shall be 28" minimum and 34" maximum above the floor. Section 11 B-904.3.3. Show that dining, banquet and bar facilities are accessible, as follows: a) Accessible seating is integrated with the general seating to allow a reasonable selection of seating area and to avoid having one area specifically highlighted. Show accessible seat through the different tvDe of seating. END OF DOCUMENT City of Carlsbad CBC2018-0193 4/25/2018 (DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDiCTION: City of Carlsbad PLAN CHECK #.: CBC2018-0193 PREPARED BY: David Yao DATE: 4/25/2018 BUILDING ADDRESS: 2659 State St. BUILDING OCCUPANCY: A2 BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) restaurantT>i. 2304 per city 131,640 131,640 Air Conditioning Fire Sprinklers TOTAL VALUE 131,640 Jurisdiction Code Icb IBY Ordinance I Bldg. Permit Fee by Ordinance V 1997 UBC Plan Check Fee Type of Review: 21 Complete Review E Structural Only Repetitive Fee Repeats D Other F Hourly Hr. @ * EsGil Fee I $421.611 Comments: Sheet of ODD & ASSOCIATES CONSULTING ENGINEERS 7490 OPPORTUNIY RD.. STE3500 SAN DIEGO, CA 92111 J (619) 260-0057 2 SUPPLEMENTAL STRUCTURAL CALCULATION FOR JEUNE ET JOLIE &OFC a1c, CLIENT: OWNER DATE ISSUED: 05-07-2018 CBC20I8-0193 2659 STATE ST #102 JUENE ET JOLIE: 2,034 SF T.I. RETAIL TO RESTAURANT 2030542600 5/9/2018 CBC20I 8-0193 psi = psi = psi = in2 in= 0.0 78.5 91.50 5.25 psi= 1,500 psi= 20,000 = Yes = 21.48 psf = 78.0 = 1.000 in= 7.60 = Medium Weight = ASD psi = psi = Stem Construction • Bottom Design Height Above Ftg It = Stem OK 0.00 Wall Material Above "Ht" = Masonry Design Method = ASD Thickness = 8.00 Rebar Size = # 5 Rebar Spacing = 24.00 Rebar Placed at = Edge Design Data fb/FB + fa/Fa = 0.000 Total Force @ Section Service Level lbs = 0.0 Strength Level lbs = Moment-Actual Service Level ft-#= 0.0 Strength Level ft-# = Moment.....Allowable = 1,231.2 DODD AtID ASSOCIATES Title juene:etjolie Page: 1 2020 HANCOCK ST Job #: Dsgnr: dodd and associati Date: 7 MAY 2018 SAN DIEGO, CA 92110 Description.... patio wall This Wall in File: Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Criteria Retained Height = 0.00 It Wall height above soil = 4.00 It Slope Behind Wall = 0.00 Height of Soil over Toe = 6.00 in Water height over heel = 0.0 It Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 Used for Sliding & Overturning I Axial Load Applied to Stem I Axial Dead Load = 0.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in I Design Summary I Wall Stability Ratios Overturning = 77.16 OK Sliding = 22.32 OK Total Bearing Load = 502 lbs ...resultant ecc. = 2.11 in Load Factors Building Code CBC 2016,ACI Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.000 Seismic, E 1.000 Cantilevered Retaining Wall Soil Data Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Active Heel Pressure = 32.0 psf/ft Passive Pressure = 250.0 psf/ft Soil Density, Heel = 110.00 pd Soil Density, Toe = 0.00 pd FootingSoil Friction = 0.400 Soil height to ignore for passive pressure = 12.00 in Lateral Load Applied to Stem • Lateral Load = 0.0 #Ift ...Height to Top = 0.00 It Height to Bottom = 0.00 ft Load Type = Wind (W) (Service Level) Wind on Exposed Stem = 0.0 psf (Service Level) Service Level Strength Level Shear.....Allowable Anet (Masonry) Rebar Depth 'd' Masonry Data fm Fs Solid Grouting Modular Ratio 'n' Wall Weight Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method Concrete Data f'c Fy Adjacent Footing Load Adjacent Footing Load = 0.0 lbs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 It Footing Type Line Load Base Above/Below Soil - 00 It - at Back of Wall Poisson's Ratio = 0.300 Soil Pressure @ Toe = 66 psf OK Soil Pressure @ Heel = 726 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 93 psf ACl Factored @Heel = 1,017 psf Footing Shear © Toe = 0.3 psi OK Footing Shear © Heel = 0.0 psi OK Allowable = 75.0 psi Sliding Calcs Lateral Sliding Force = 16.0 lbs less 100% Passive Force = - 156.3 lbs less 100% Friction Force = - 200.8 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 Stability = 0.0 lbs OK ZP DODD AND ASSOCIATES Title juene:etjolie Page: 2 2020 HANCOCK ST Job #: Dsgnr: dodd and associati Date: 7 MAY 2018 SAN DIEGO, CA 92110 Description.... patio wall This Wall in File: wdmycloudex4pubIiccurrent acad2659 state St (juene et jolie)\work filescalc RetainPro (c) 1987-2016, Build 11.16.11.12 License: Kw Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACI 530-13 Footing Dimensions & Strengths • Footing Design Results • Toe Width = 0.60 ft TOO ffci Heel Width = 0.67 Factored Pressure = 93 1,017 psI Total Footing Width = 1.27 Mu: Upward = 43 0 ft-# Footing Thickness = 12.00 in Mu': Downward = 69 0 ft-# Mu: Design = -26 0 ft-# Key Width = 0.00 in Actual 1-Way Shear = 0.26 0.00 psi Key Depth = 0.00 in Allow 1-Way Shear = 75.00 0.00 psi Key Distance from Toe = 0.00 ft Toe Reinforcing = None Spec'd ft = 2,500 psi Fy = 60,000 psi Heel Reinforcing = None Spec'd Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd Mm. As % = 0.0018 Other Acceptable Sizes & Spacings Cover @ Top 2.00 @ Btm= 3.00 in Toe: #4@ 9.26 in, #5@ 14.35 in, #6@ 20.37 in, #7@ 27.78 in, #8@ 36.57 in, #9@ 46 Heel: Not req'd: Mu c phi*51ambda*sqrt(fc)*Sm Key: No key defined Min footing T&S reinf Area 0.33 in2 Min footing T&S reinf Area per foot 0.26 in2 aft If one layer of horizontal bars: If two layers of horizontal bars: #4@ 9.26 in #4@ 18.52 in #5@ 14.35 in #5@ 28.70 in #6@ 20.37 in #6@ 40.74 in I Summary of Overturning & Resisting Forces & Moments I OVERTURNING RESISTING..... Force Distance Moment Force Distance Moment Item lbs It ff4 lbs ft ff4 Heel Active Pressure = 16.0 0.33 5.3 Soil Over Heel = 1.27 Surcharge over Heel = Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem = Load © Stem Above Soil = * Axial Live Load on Stem = = Soil Over Toe = 0.30 Surcharge Over Toe = Total 16.0 O.T.M. 5.3 Stem Weight(s) = 312.0 0.93 291.2 Earth @ Stem Transitions = = = Footing Weighi = 190.0 0.63 120.3 ResistinglOverturning Ratio = 77.16 Key Weight = Vertical Loads used for Soil Pressure = 502.0 lbs Vert. Component = Total = 502.0 lbs R.M. 411.5 * Axial live load NOT included in total displayed or used for overturning resistance, but is included for soil pressure calculation. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Tilt I Horizontal Deflection at Ton of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Dell © Top of Wall (approximate only) 0.175 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe. because the wall would then tend to rotate into the retained soil. ODD a ASSOCIATES 7490 OPPORTUNIY RD., STE 3500 SAN DIEGO, CA 92111 (619) 260-0057 II CONSULTING ENGINEERS II STRUCTURAL CALCULATIONS FOR JUENE ET JOLIE - 2659 STATE ST. RECEIVED OR Z018 CITY OF CARLSBAD k(J Exp. )jJ BUILDING DIVISIOtA Ivi Am OF C CLIENT: OWNER DATE ISSUED: 04-09-2018 CW2418 as 0 i93 1 4I3I201' Design Maps Summary Report IJSGS Design Maps Summary Report User—Specified Input Report Title Jeune et Jolie Tue April 3, 2018 19:30:50 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.163040N, 117.35164°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category 1/11/111 - win •- -. •. UOlUTWN - 0 \ S7ttdS Muni 0 P4TPQU - - - - Oceansick ;4- :Z1t N Carlsba Son j\ - Marcos I Pa.3f AdpeI3f USGS—Provided Output Ss = 1.159 g S,., = 1.201 g S's = 0.801 g = 0.445 g SMI = 0.692 g S01 = 0.461 g For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum Design Response Spectrum 1.43 1.30 1.17 IM 0.91 42 ohs 0.32 0.39 0.yi 0.13 njon 01:.) 0.) 0.10 0t,i) 019) I,.) 1.2) 1.1070 119) III) 2L•1 Period. T (seci 019) 051. 0.45 036 0.14 01:v 0191 II I I I 01)) 0.2) 0.10 01:4) 019) IL.) I.2) 1.10 11:4) IM 21:0 Paled. T (sen For PGAM, TL, CRS, and CRI values, please view the detailed repI. Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. Juene et Jolie Lateral Analysis for single story addition: Given Dead Loads: Roof DL= 20 psf Wall DLctonor = 16 psf Wall DLinterior = 10 psf Given Design Seismic Force Parameters: Seismic Factors: Site Class D Ss= 1.159 S= 0.455 Fa= 1.036 Fv= 1.555 SMs = 1.200724 SM1 = 0.707525 SDs = 0.800 SDI 0.472 h= 15.000 0.020 x= 0.750 TL = 8 seconds T=C(h)' 0.152 R 6.5 1 1 Base Shear Coefficients: V per (12.8-2): = 0.123 V max (12.8-3): < 0.476 V min (12.8-6): > 0.010 Base shear need not exceed(12.8-1): 0.123 1 IBC Wind Load Analysis Roof Pitch (Deg): 0 a: 3 End Zone: 6 15 Base Wind Speed (mph): 110 Importance Factor (I): Exposure: B Lambda: Kzt: I Transverse Horiz. Dim. (Long) (ft): 61 Longitudinal Horiz. Dim. (Short) (ft): 30 Eave Height (ft): 12 Total Building Height (ft): TYPE I ZONE PURFACE LABEL PITCH LAMBDA Kzt I I PS (psf) Area (fta2) Total Force(kips) I Total Transverse _Direction _Analysis Horizontal End _______ Wall A 19.2 1 1 1 19.2 72 1.3824 8.382 Roof B -10 1 1 1 -10 18 -0.18 Interior Wall C 12.7 1 1 1 12.7 660 Roof D -5.9 1 1 1 -5.9 165 -0.9735 8.6109 Vertical End _______ Wind E -23.1 1 1 1 -23.1 90 -2.079 -13.2 Lee F -13.1 1 1 1 -13.1 90 -1.179 Interior Wind G -16 1 1 1 -16 825 Lee H -10.1 1 1 1 -10.1 825 -8.3325 -24.7905 Longitudinal _Direction _Analysis Horizontal End _______ Wall A 19.2 1 I 1 19.2 81 1.5552 4.1148 Roof B -10 1 1 1 -10 0 0 Interior Wall C 12.7 1 1 1 12.7 324 Roof D -5.9 1 l 1 -5.9 0 0 5.67 Vertical End Wind E -23.1 1 1 1 -23.1 183 -4.2273 ________ Lee F -13.1 I I 1 -13.1 183 -2.3973 Interior Wind 0 -16 1 1 1 -16 732 -11.712 Lee H -10.1 1 1 1 -10.1 732 -7.3932 -25.7298 I IBC DATA Wind Speed (mph) 110 Pitch (Degrees) 0-5 10 15 20 25 30-45 Horizontal A 19.2 21.6 24.1 26.6 24.1 21.6 B -10 -9 -8 -7 3.9 14.8 C 12.7 14.4 16 17.7 17.4 17.2 D -5.9 -5.2 -4.6 -3.9 4 11.8 Vertical E -23.1 -23.1 -23.1 -23.1 -10.7 1.7 F 43.1 -14.1 -15.1 -16 -14.6 -13.1 G -16 -16 -16 -16 -7.7 0.6 H -10.1 -10.8 -11.5 -12.2 -11.7 -11.3 Area Weight Total Mass Roof 2090 20 41800 WallCXTERloR 1465.05 16 23441 Wallintenor 589 10 5888 Total Building Mass = 71128 lbs Total Base Shear = 8760 lbs P (psf) F (lbs) Wind Force = TRANSVERSE A 19.20 1382.40 B -10.00 -180.00 C 12.70 8382.00 D -5.90 -973.50 LONGITUDINAL A 19.20 1555.20 B -10.00 0.00 C 12.70 4114.80 D -5.90 0.00 Total Wind Force = 8611 lbs Roof Mass 71128 F (total) 8610.90 5670.00 Lateral Analysis Continued: SINGLE STORY BUILDING Roof Weight Seismic Governs 6132 lbs Base Shear in Allowable Stress Design (ASD) = Force Distribution: Level Weight Height W*H F Roof 71128 12 853540 6132 853540 TA v 2090 2.93 Single Story Buildin Roof Level: Trib. Length Trib Width Trib Area Shear Total Shear Wall Length Line I (bottom): 67 15.33 1027 3013 Line I (Total): 3013 29.00 Line A (Right): 30.67 33.5 1027 3014 Line A (Total): 3014 17.00 Line B (Left): 30.67 33.5 1027 3014 Line B (Total): 3014 Level Roof Line 1 Shear 3013 lbs Redundancy 1.30 Design Shear 3917 Wall Height 12 ft Wall Length 29.00 ft Wall Dead Load 16 psf Unit Shear 135 lb/ft Shearwall Note: Wall Consists of 29'-0" Exterior Sections 29.00 ft O.T.M. 47008 lb-ft R.M. 72662 lb-ft Uplift -885 lbs Holdown not req'd lbs ft ft psf lb/ft Shearwall 2 17.00 ft 47024 lb-ft 24970 lb-ft 1297 lbs Holdown HDU2 Level Roof Line A Shear 3014 Redundancy 1.30 Design Shear 3919 Wall Height 12 Wall Length 17.00 Wall Dead Load 16 Unit Shear 231 Note: Wall Consists of an 17'-O" Exterior Sections O.T.M. R.M. Uplift Cm C 1 CL Moment Values M lb Fb 0.00 1.00 1.00 1.00 7.00 1,124.73 2587.75 1.00 1.00 1.00 0.00 1.00 1.00 1.00 10.04 1,613.79 3594.09 1.00 1.00 1.00 0.00 1.00 1.00 1.00 9.28 1,491.53 3594.09 Shear Values V N F'v 0.00 0.00 0.00 0.78 41.62 256.50 0.00 0.00 0.00 1.22 65.27 356.25 0.00 0.00 0.00 1.11 59.36 356.25 Dodd and Assocites Project Title: Engineer: Project ID: Project Descr: Printed: 6 APR 2018, 755PM L Wood Beam File ftWDMYCLOUDX4tPublicC7NRSP-3t28MFS5-BW6EG0N-VtC7A4YC-FU9ZI1Q-4.EC6 ENERCALC, INC. 1983-2016, Build:6.16.10.31, Ver.6.17.8.31 I IUTWTEiIt!iIsEP6 Licensee : iIs]I]IIW6*!sIsIT.tIl*l Description: ROOF - SISTERED MICROLAM CODE REFERENCES • - - Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 2,600.0 psi E: Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 2,600.0 psi Ebend- xx 1 ,900.0ksi Fc - PrIl 2,510.0 psi Eminbend - xx 965.71 ksi Wood Species : Trus Joist Fc - Perp 750.0 psi Wood Grade : MicroLam LVL 1.9 E Fv 285.0 psi Ft 1,555.0 psi Density 42.Opcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(O.05) sTy, V Lr(O.04 V V V V V Lr(O.04) V V V V v W(-0.149) 149) 1.7506 Span = 29.670 ft 'Applied Loads - Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D = 0.020 ksf, Tributary Width = 2.0 ft, (ROOF DL) Uniform Load: Lr = 0.020 ksf, Extent = 0.0 -->> 12.335 ft. Tributary Width = 2.0 ft. (ROOF LL) Uniform Load: Lr = 0.020 ksf, Extent = 17.335 ->' 29.670 ft, Tributary Width = 2.0 ft, (ROOF LL) Uniform Load: D = 0.0250 ksf, Extent = 12.335-->> 17.335 ft. Tributary Width = 2.0 ft, (MECHANICAL UNIT) Point Load: W = -0.1490k @ 12.335 ft, (UPLIFT) Point Load: W = -0.1490k © 17.335 ft, (UPLIFT) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.4421 Maximum Shear Stress Ratio Section used for this span 1.75x16 Section used for this span lb : Actual = 1,613.79p5i fv: Actual FB : Allowable 3,594.09 psi Fv : Allowable Load Combination +D+Lr Load Combination Location of maximum on span = 14.835 ft Location of maximum on span Span # where maximum occurs = Span # 1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.454 in Ratio = 784 '=240. Max Upward Transient Deflection -0.238 in Ratio = 1494 '=240. Max Downward Total Deflection 0.950 in Ratio = 374 '=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 = 0.183:1 1.75x16 = 65.27 psi = 356.25 psi +D+Lr = 28.371 ft = Span #1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span# M V C C FN C i Cr D Only Length = 29.670 ft 1 0.435 0.162 0.90 0.962 1.00 1.15 +D+Lr 0.962 1.00 1.15 Length =29.670ft 1 0.449 0.183 1.25 0.962 1.00 1.15 +D+0.750Lr 0.962 1.00 1.15 Length 29.670ft 1 0.415 0.167 1.25 0.962 1.00 1.15 Dodd and Assocites Project Title: Engineer: Project ID: Project Descr: Punted: 6 APR 2018, 705PM [ File Wood Beam ENERCALC, INC. 1902016, 8ui1d:6.16.10.31, Ver.6.17.8.31 I ILic. # : KW-06004324 Licensee iuIs]I]i1U ASSOCIATES I Description: ROOF - SISTERED MICROLAM Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd C FN C1 Cr Cm C t CL M lb Pb V fv Fv +D+0.60W 0.962 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length 29.67Oft 1 0.206 0.081 1.60 0.962 1.00 1.15 1.00 1.00 1.00 5.90 947.50 4600.44 0.69 36.83 456.00 +D+0.750Lr+0.450W 0.962 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =29.670ft 1 0.295 0.122 1.60 0.962 1.00 1.15 1.00 1.00 1.00 8.45 1,358.60 4600.44 1.04 55.77 456.00 +D+0.450W 0.962 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.670 ft 1 0.216 0.083 1.60 0.962 1.00 1.15 1.00 1.00 1.00 6.17 991.81 4600.44 0.71 38.03 456.00 +0.60D+0.60W 0.962 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length 29.670ft 1 0.108 0.044 1.60 0.962 1.00 1.15 1.00 1.00 1.00 3.10 497.61 4600.44 0.38 20.18 456.00 +0.60D 0.962 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length 29.67Oft 1 0.147 0.055 1.60 0.962 1.00 1.15 1.00 1.00 1.00 4.20 674.84 4600.44 0.47 24.97 456.00 Overall Maximum Deflections Load Combination Span Max. Defi Location in Span Load Combination Max. Defi Location in Span D Only 1 0.9497 14.943 0.0000 0.000 Vertical Reactions - - Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.333 1.333 - Overall MiNimum -0.149 -0.149 D Only 0.840 0.840 +D+Lr 1.333 1.333 +D+0.7501r 1.210 1.210 +D+0.60W 0.750 0.750 +D+0.7501r+0.450W 1.143 1.143 +D+0.450W 0.773 0.773 +0.60D+0.60W 0.414 0.414 +0.60D 0.504 0.504 Lr Only 0.493 0.493 W Only -0.149 -0.149 Dodd and Assocites Project Title: Engineer: Project ID: - Project Descr: Printed: 6 APR 2016, 7:12PM Wood Beam File= 0woMYcLouDEx4Publictc7NRsP-328MFs5-Btw6EG0N-vc7A4Yc-FtJ9zl1Q-4.Ec6 ENERCAIC, INC. 1983-2016, Build:6.16.10.31, Ver:6.17.8.31 I Lic. Licensee UIIS]I]II ASSOCIATES Description: ROOF BEAM ;-CODE REFERENCES J_____ Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 2,900.0 psi E: Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 2,900.0 psi Ebend- xx 2,200.0ksi Fc - Prll 2,900.0 psi Eminbend - xx 1,118.19ksi Wood Species : Trus Joist Fc - Perp 625.0 psi Wood Grade : Parallam PSL 2.2E Fv 290.0 psi Ft 2,025.0 psi Density 45050pc1 Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(O.315) V V V V V 5.25x14.O Span =29.670ft LApplied Loads - - - Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D = 0.020, Lr = 0.020 ksf, Tributary Width = 2.0 ft, (ROOF DL+LL) Point Load: D = 0.290 k @ 17.135 ft. (MECH HOOD) Uniform Load: 0 = 0.0350 ksf, Extent = 16.250 -->> 25.50 ft, Tributary Width = 9.0 ft, (SUSPENDED WALL) Point Load: D = 0.290 k © 20.802 ft, (MECH HOOD) Point Load: D = 0.290k @21.135 ft, (MECH HOOD) Point Load: D = 0.290k @ 24.802 ft, (MECH HOOD) ,_DESIGN SUMMARY Maximum Bending Stress Ratio = 0.654 1 Maximum Shear Stress Ratio = 0.292 :1 Section used for this span 5.25x14.0 Section used for this span 5.25x14.0 fb : Actual = 1,930.41 psi fv : Actual = 76.25 psi FB : Allowable = 2,950.58 psi Fv : Allowable 261.00 psi Load Combination D Only Load Combination D Only Location of maximum on span = 18.408ft Location of maximum on span = 28.587 ft Span # where maximum occurs Span # 1 Span# where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.266 in Ratio= 1340 >=240. Max Upward Transient Deflection 0.000 in Ratio= 0<240.0 Max Downward Total Deflection 1.526 in Ratio= 233-180 - Max Upward Total Deflection 0.000 in Ratio = 0<180 Maxiniirn Fouceè & Stresses for Load Combinations Load Combination - Max Stress Ratios - Moment Values Shear Values Segment Length Span # M V C C IN C i Cr Cm C C1 M lb Fb V lv F'v D Only . 0.00 0.00 0.00 0.00 Length 29.670ft 1 0.654 0.292 0.90 0.983 1.00 1.15 1.00 1.00 1.00 27.59 1,930.41 2950.58 3.74 76.25 261.00 +D+Lr 0.983 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =29.670ft 1 0.542 0.241 1.25 0.983 1.00 1.15 1.00 1.00 1.00 31.76 2,222.02 4098.03 4.29 87.47 362.50 +D+0.750Lr 0.983 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =29.670ft 1 0.524 0.234 1.25 0.983 1.00 1.15 1.00 1.00 1.00 30.71 2,148.81 4098.03 4.15 84.67 362.50 Dodd and Assocites Project Title: Project ID: Engineer: Project Descr: Printed: 6 APR 2016, 7:12PM Wood Beam File= IIWDMYCLOUDEX4%Publ!cAC7NRSP-30MFS5-BIW6EGON-VkC7A4YC-FUgZIIQ-4.EC6 - ENERCALC, INC. 1983-2016, Build:6.16.10.31, Ver.6.17.8.31 IUT.t'i'EsI!uIIfP Licensee .IISiI1II.WASSOCIATES Description: ROOF BEAM Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd C FN Ci Cr Cm C CL M fb Pb V fv F'v +0.60D 0.983 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length 29.670ft 1 0.221 0.099 1.60 0.983 1.00 1.15 1.00 1.00 1.00 16.55 1,158.24 5245.47 2.24 45.75 464.00 1 Load Combination Span Max. -" Defi Location in Span Load Combination Max. +" Defi Location in Span DOnly 1 1.5257 15.810 0.0000 0.000 - Support notation :Far left is #1 Values in KIPS Load Combination Support 1 Support 2 biiliMAXimum 2.732 4.398 Overall MiNimum 0.593 0.593 D Only 2.138 3.804 +D+Lr 2.732 4.398 +D+0.750Lr . 2.583 4.249 +0.60D 1.283 2.283 Lr Only 0.593 0.593 Dodd and Assocites Project Title: Engineer: Project ID: Project Descr: Printed: 5 APR 2018, 6:03PM Wood Beam File ftwdmydoudex4pubIic\C7NRSP-328MFS5-BtW6EGON-VtC7MYC-FU9ZI1Q-4.EC6 - ENERCALC. INC. 1983-2016. Build:6.16.10.31. Vei6.17.8.31 Description: HDR1 ECODE 'REFERENCES - Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 900.0 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 900.0 psi Ebend- xx 1,600.0 ksi Fc - Prll 1,350.0 psi Eminbend - xx 580.0 ksi Wood Species : Douglas Fir-La rch Fc - Perp 625.0 psi Wood Grade : No.2 Fv 180.0 psi Ft 575.0 psi Density 32.210pcf Beam Bracing : Beam is Fully Braced against lateral -torsional buckling D(0.04)Lr(0.04) 3 V V V (K) A I A US Span =6.Oft - Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D = 0.020, Lr = 0.020 ksf, Tributary Width = 2.0 ft, (ROOF DL+LL) -DESIGN SUMMARY - 1MIS Maximum Bending Stress Ratio 0.17 1 Maximum Shear Stress Ratio 0.075: 1 Section used for this span 4x6 Section used for this span 4x6 fb : Actual = 257.99 psi fv : Actual = 16.83 psi FB : Allowable = 1,462.50 psi Fv : Allowable = 225.00 psi Load Combination +D+Lr Load Combination +D+Lr Location of maximum on span 3.000ft Location of maximum on span = 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.015 in Ratio = 4764 >=240. Max Upward Transient Deflection 0.000 in Ratio = 0<240.0 Max Downward Total Deflection 0.017 in Ratio = 4301 >=180 Max Upward Total Deflection 0.000 in Ratio = 0<180 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span # Max Stress Ratios M V Cd C FN C i Cr Cm I C CL Moment Values M fb Fb V Shear Values ti F'v O Only ' 0.00 0.00 0.00 0.00 Length =6.0ft 1 0.129 0.055 0.90 1.300 1.00 1.00 1.00 1.00 1.00 0.20 135.59 1053.00 0.11 8.85 162.00 +D+Lr 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =6.oft 1 0.176 0.075 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.38 257.99 1462.50 0.22 16.83 225.00 +D+0.750Lr 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length 6.Oft 1 0.155 0.066 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.33 227.39 1462.50 0.19 14.83 225.00 +0.601) - 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =6.Oft 1 0.043 0.018 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.12 81.35 1872.00 0.07 5.31 288.00 ) Dodd and Assocites Project Title: Engineer: Project ID: Project Descr: Pnnted: 5 APR 2018. 63PM Wood Beam File INC. 1983-2016, Build:6.16.10.31, Ver.6.17.8.31 Description: HDR1 OaHMiimum Dflho - 1 Load Combination Span Max. -" Deft Location in Span Load Combination Max. +" Deft Location in Span DOnly 1 0.0167 3.022 0.0000 0.000 I Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination - Support 1 Support 2 IiiU MAXimum 0.253O53 Overall MiNimum 0.080 0.080 0 Only 0.133 0.133 +D+Lr 0.253 0.253 +D+0.750Lr 0.223 0.223 +0.600 0.080 0.080 LrOnly 0.120 0.120 Dodd and Assocites Project Title: Engineer: Project ID: Project Descr: Printed: 6 APR 2018, 5:28PM W d B oo earn File ttwDMYCLouDEx4Public%c7NRsp-3128MFs5-Blw6EG0N-v\c7A4Yc-Fu9z110-4.Ec6 ENERcALc. INC. 1983-2016, Build:6.16.10.31, Ver.6.17.8.31 IU:.ts'fuIifSIIY.KP Licensee .uIS]I1I7 ASSOCIATES Description: HDR2 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tensin 900.0 psi E: Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 900.0 psi Ebend- xx 1,600.0 ksi Fc - PrIl 1,350.0 psi Eminbend - xx 580.0ksi Wood Species : DouglasFir-Larch Fc - Perp 625.0 psi Wood Grade : No.2 Fv 180.0 psi Ft 575.0 psi Density 32.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling 0)0.125) 010.2967) lrlO.2987) , V 0 C) 4x6 Span = 4.0 ft EApplied Lads - Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D = 0.020, Lr = 0.020 ksf, Tributary Width = 14.835 ft. (ROOF DL+LL) Uniform Load: D = 0.0250 ksf, Extent = 0.0 ->> 1.0 ft, Tributary Width = 5.0 ft. (MECHANICAL) Maximum Bending Stress Ratio = 0.570 1 Maximum Shear Stress Ratio = 0.339: 1 Section used for this span 4x6 Section used for this span 4x6 fb : Actual 834.32 psi fv : Actual = 76.19 psi FB : Allowable = 1 .462.50 psi Fv : Allowable 225.00 psi Load Combination +D+Lr Load Combination +D+Lr Location of maximum on span = 1.971 ft Location of maximum on span = 0.000 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.022 in Ratio = 2168 >=240. Max Upward Transient Deflection 0.000 in Ratio = 0<240.0 Max Downward Total Deflection 0.024 in Ratio = 20116-180 Max Upward Total Deflection 0.000 in Ratio = 0<180 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span # Max Stress Ratios M V C C FN c i Cr Cm I C I C1 Moment Values M fb Fb V Shear Values I f.i F'v D Only 0.00 0.00 0.00 0.00 Length =4.Oft 1 0.409 0.249 0.90 1.300 1.00 1.00 1.00 1.00 1.00 0.63 430.92 1053.00 0.52 40.41 162.00 +D+Lr 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =4.oft 1 0.570 0.339 1.25 1.300 1.00 1.00 1.00 1.00 1.00 1.23 834.32 1462.50 0.98 76.19 225.00 +D+0.750Lr 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length 4.Oft 1 0.502 0.299 1.25 1.300 1.00 1.00 1.00 1.00 1.00 1.08 733.46 1462.50 0.86 67.24 225.00 +0.60D 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =4.oft 1 0.138 0.084 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.38 258.55 1872.00 0.31 24.25 288.00 Dodd and Assocites Project Title: Engineer: Project ID: Project Descr: Printed: 6 APR 2018, 528PM [ - File= Wood Beam ENERCALC, INC. 1983-2016, Build:6.16.10.31, Ver.6.17.8.31 I Description: HDR2 Overall Maximum Deflections Load Combination Span Max. -° Defi Location in Span Load Combination Max. "+ Defi Location in Span 0 Only 1 0.0238 2.000 0.0000 0.000 Vertical Reactions - Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.305 1.211 Overall MiNimum 0.427 0.371 DOnly 0.711 0.618 +D+Lr 1.305 1.211 +D+0.750Lr 1.156 1.063 +0.60D 0.427 0.371 Lr Only 0.593 0.593 Hanging Mechanical Unit - Lateral Analysis Project: Juene et Jolie -Hood (6751bs MAX) Mechanical Dimensions H= 1.88 ft W= 4.00 ft L= - 9.50 ft Ceiling height HB= 15 ft Seismic Loads F = O.4apSDsWp z (1+ 2(i)) per ASCE7-10 (13.3-1) 'P 5D5 0.801 g WP= 675 lbs ap= 2.5 per ASCE7-10 Table 13.6-1 R= 6.0 per ASCE7-10Table 13.6-1 Z= 13 h= 15 1= 1.0 FP MAX 865.08 lbs IFp= 246 lbs Fp MIN= 162 lbs Tension Cable * Force= 246 lbs Force Per Side= 123 lbs Tension= 290 lbs USE 1/4" TENSION CABLE Capacity= 1000 lbs > 290 lbs I______ OK Anchorage Dead Load of Unit 169 lbs Seismic load 263 lbs Total Verical load . 431 lbs Tension Capacity of 3/4" Simpon Sleeve-All Anchor Bolt lbs - Roof Top Mechanical Unit - Lateral Analysis Project: Juene et Jolie Mechanical Dimensions H= 4.00 ft W= 4.00 ft L= 5.15 ft Building Roof Line HB= 15 ft Seismic Loads O.4apSDsWp z F = (1+2(i)) per ASCE7-10 (13.3.1) 'P 0.801 g W,,= 500 lbs ap= 2.5 per ASCE7-10 Table 13.6-1 R= 6.0 per ASCE7-10 Table 13.6-1 Z= 15 h= 15 1= 1.0 FP MAX 640.8 lbs Fp= 200 lbs Fp MIN= 120 lbs Wind Load F = qZGCfAf per ASCE7-10 29.5 qz = 0.00256 * KZTKZKDV 2J Exposure= B Z= 19.00 ZG= 1200 ft 7.0 KZ= 0.61 KD= 0.85 KZT= 1.0 1= 1.0 V= 110 mph qZ= 16.2400542 lbs/ft' 0.85 Cf= 1.05 Af= 20.6 ft2 per ASCE7-10 Table 26.9.1 per ASCE7-10 Table 26.9.1 per ASCE7-10 Table 29.3-1 per ASCE7-05 Table 26.6-1 per ASCE7-10 29.5-1-29.5-3 h= 19 D= 4 h/D= 4.75 IF= 298 lbs I I Wind Governs I Anchorage Force= 298 lbs Force Per Side 149 lbs Uplift= 149 lbs 1/2" Diam Lag=> 378 lbs/in Embeddment= 2 in Capacity= 756 lbs > 149 lbs OK FZV SAN DIEGO REGIONAL I OFFICE USE ON 0'/fr HAZARDOUS MATERIALS IRECORDlD# I 'I//v PLAN CHECK# occ QUESTIONNAIRE I_c ATE L217f Business Name Business Contact Telephone # I /1r -r 401-u' 40r. ita'<- Project Address City State Zip Code APN# /fr, 261 StA'tl 97t W li o C41Z0M7 '0N Mailing Address City State Zip Code I Plan File# g 6-LAtJcu s St- RIAMi-TA Ck I t Contact Applicant E-mail rluc,%W 40I4P 'rthS Telephone # CI')' rco 54 The following questions repreent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for prolects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. Flammable Solids 8. Unstable Reactives 12. Radloactives If the answer to any of the Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: YES NO (for new construction or remodeling projects) 0 1s your business listed on the reverse side of this form? (check all that apply). 0 I'.WiII your business dispose of Hazardous Substances or Medical Waste in any amount? 0 ll your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 unds and/or 200 cubic feet? zi 0 ll your business store or handle carcinogens/reproductive toxins in any quantity? 0 -yill your business use an existing or install an underground storage tank? 0 E,4flI your business store or handle Regulated Substances (CalARP)? - 0 W'jWill your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 LV Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). CalARP Exempt Date Initials CalARP Required Date Initials CalARP Complete Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCOI: Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcdcompsdcountv.ca.qov (858) 586-2650). [*No stamp required if QI Yes and Q3 Yes and Q446 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except - those with more than one building on the property; single buildings with more than four dwelling units: town iomes; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. [Excludes garages & small outbuildings.] YES NOV' 0 LT ill the project disturb 160 square feet or more of existing building materials? 0 Mill any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 0 0 (ANSWER ONLY IF QUESTION I or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 0 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification jThay be required 10 working days prior to commencing asbestos removal. 0 I" Vtfill the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet /www.sdaocd.ora/info/factsloerniits.DdU for typical equipment requiring an APCD permit. 0 WI (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school Briefly describe business activities: describe proposed project: I declare under penalty of perjury that to the best of my knowledge and belief tp4sponsdrein are true and correct. sth-(fZ.E)NIW( _________ Name of Owner or Authorized ent Agent Date __// Ag Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:_____________________________________________________________________ BY: DATE: I/ EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD APCD COUNTY-HMD APCD COUNTY-HMD APCD A stamp in this box on1v exempts businesses from completing or updating a Hazardous Materials business iian. utner permitting requirements may Still apply. HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division ELISE ROTHSCHILD County of batt IM t C!10 AMY HARBERT Director Assistant Director RECEIVEPARTMENT OF ENVIRONMENTAL HEALTH FOOD AND HOUSING DIVISION JUN 1$ 2018 P.O. BOX 129261, SAN DIEGO, CA 92112-9261 Phone: (858) 505-6659 FAX: (858) 505-6824 1 (800) 253-9933 CITY OF CARLSBAD vmw.sdcdeh.orQ BUILDING DIVISION PLAN APPROVAL SHEET DBA: JEUNE et JOLIE DATE: 6/6/18 SITE: 659 STATE STREET CARLSBAD, CA 92008 PC #: FFPP-009473 BUSINESS OWNER: John Resnick Plans are approved contingent upon the following: Department of Environmental Health - Food and Housing Division (DEH-FHD) stamped plans shall be printed on minimum 11" by 17" size paper to scale. Ensure each sheet is the same size and leaible. A paper copy of the plans must be maintained at the iobsite to construct from and available for the Specialist to review at the time of your inspections) Changes to equipment layout, menu, or application must be submitted for approval. Changes made without approval will make the plan approval null and void. 3)Obtain local Building Department and all applicable agencies permits and approvals PRIOR TO FINAL INSPECTION AND 4PPROVAL TO OPERATE BY THIS DEPARTMENT! 4) All food and utensil-related equipment shall be certified to applicable sanitation standards by an ANSI accredited testing agency. 5) Upon completion of 50%-80% of construction, call (858) 505-6660 to schedule a mid-inspection. In lieu of a plumbing inspection by DEH, ensure that the plumbing is constructed to these standards: Floor sinks shall be installed V2 exposed and equipped with an appropriate grill cover if no access is provided for cleaning. Drain lines shall slope ¼" per foot, shall not exceed 15' in length and shall terminate a minimum of 1" above the floor sink with a legal air gap or otherwise approved by the enforcing agency. Drain lines shall not intersect walkways or door ways. No condensate drainage of any kind can drain to the mop sink. 3-compartment sinks, preparation sinks, dump sinks, and any other plumbed equipment must drain indirect to a floor sink. Grease traps/interceptors, if required by the local waste water authority must be located outside of the food preparation, food storage, or warewashing areas. Floor surfaces must be sloped 1:50 to required floor drains. Conduits of all types shall be installed within walls as practicable. When otherwise installed, they shall be mounted or enclosed in a chase so as to facilitate cleaning. 6) Owners and/or operators must pass an approved and accredited Food Safety Certification course. Proof of successful completion of this course is to be furnished at the final inspection. 7) All equipment is to be in place and functional. At the time when the final inspection is requested, the facility shall have all utilities operational and all refrigeration shall have an ambient air temperature of 38'F or below and shall be equipped with a thermometer accurate to +/- 2'F in the warmest section of the unit. 8) Seal all cracks, gaps and crevices in counters, cabinets, around metal flashing, sink backsplashes, around pipes and conduits with silicone sealant. ______________________ - - -- 9) AN AIR BALANCE REPORT IS REQUIRED IF THE FACILITY HAS VENTILATION HOODS%n- 1 0) ANY FOOD PROCESSING AREAS MUST BE COMPLETELY ENCLOSED OPERABLE WINDOWS MOVEABLE NOT FULLY ENCLOSED ARE NOT APPROVED) ___ lt - 11)Be advised, applicable iurisdiction requirements that resu in chanaes to approvedn1ans may require revisions to the Department of Environmental Health plans) —. Plans reviewed by: Nathan Griffiths, REHS and I3bri!GardwellEHi1 CALL (858) 505-6660 AT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE MID AND FINAL INSPECTIONS. A FINAL INSPECTION MUST BE CONDUCTED AND AN ENVIRONMENTAL HEALTH PERMIT SHALL BE ISSUED PRIOR TO OPENING AND OPERATING THIS FOOD ESTABLISHMENT. "Environmental and public health through leadership, partnership and science" RECEIVED MAY 092018 , H.M. Pitt 4901 Morena Blvd Inc. Ste 203 San Diego, CA 92117 CITY OF CARLSBAD BUILDING DIV1SIN Number: 162605-2A4 7 Tel: 619-474-8548 Fa,c 858-412-3305 Company: Date Entered: 05/07/2018 Hawkins Construction Analyzed By: Edina Zakar 4177 Yale Avenue Date Analyzed: 05/07/18 La Mesa, CA 91941 Customer P01 Claim#: Contract Number. Job Site: Jeune Et Jolie Date Sampled Who Sameled Lab Notes: 05104/2018 Ron Rice POLARIZED LIGHT MICROSCOPY ANALYSIS REPORT - EPA-600!R-93/116 AND EPA400/M4-82.-020 Analysis Number: 162605-1 Customer Hum be,: 01 Classification: Description: Demising Wail Pain Results: A: Non-Asbestos: Non-Fibrous White Wall Texture Non-Asbestos: 9011A Cellulose Fibers in Brown Paperbacktng Non-Asbestos: 1% Cellulose Fibers In White Drywall Analysis Number: 162605-2 Customer Number: 02 Classification: Description: Exterior Stucco Results: A: Non-Asbestos: Non-Fibrous Yellow/Beige Color Coat B: Non-Asbestos: Non-Fibrous Grey Stucco Analysis Number: 162605-3 Customer Number: 03 Classification: Description: Demisin Wall Plaster Results: A Non-Asbestos: Non-Fibrous Pink Color Coat S. Non-Asbestos: Non-Fibrous Gray Plaster Analysis Number: 162605.4 Customer Number: 04 Classification. Description: Demising Wail Drywall and Paint Results: A Non-Asbestos: Non-Fibrous White Wall Texture Non-Asbestos: 90% Cellulose Fibers In Brown Paperbacking Non-Asbestos: 1% Cellulose Fibers in White Drywall All samples tested as submitted to the lab. H.M. PITT LABS, INC. does not assume responsibility for the accuracy of the Information submitted with the samples unless done by an employee of H.M. PITT LABS, INC. These test results relate only to the sample(s) identified above. This report may not be used to claim endorsement by NVL.AP or any agency of the Federal Government. This report shall not be reproduced, except in full, without written approva! of l-t.M. Pitt Labs. Ipc... Samples aàrchived for g dayifrom date of receIpt and will be disposed of properly following this period. Quantitative value is based on PLM CVES (Calibrated Visual Estimates) with a detection limit of <1%. LEtAtrO&Ptrr,CIH .. . Lee Pin Pagelofl PITT LABS. INC. H.M.aym 4901 Morena Boulevard, Ste #203, Pe:t:KNone IA " Chain of Custody Record Tel: (619)474-8548 Fax: (619)474-6128 Lab# WO# INFORMATION PROJET Bill To: ""ledBT Date: ]4~kr6 Fungus Asbestos Metals Other Address: Lç- \C\Q 4A&e. Location: Q 3 :- £2 Phone:\O\... _\.ax: PO #: a, •; c C) 0. ID Email: çQJob/Cm#: Sample # SAMPLE DESCRIPTION Time on Time Off Flow 0 P ) )\'' o*eiC Shipped by: j Courier 0 ups 0 FedE0 J 'Iient Drop off 0 Other - S-.-- ..-.---..-----. THIS CHAIN OF CUSTODY IS c;ovERr'to BY AND SUBJECTTO . mrrs SANDRD J Reporting Requirements: Ci Fax JLJ PDF 0 Excel 0 Geotracker EDF 0 Other TERMS AND CONDITIONS, A COPY OF WHICH IS AVAILABLE UPON REQUEST AND CAN BE VIEWED/DOWNLOADED AT HuPwww.HMPIL4BS.COMIrORMsjrmn . A N D / WHICH ARE INCORPORATED BY REFERENCE INTO THIS DOCUMENT. BY SIGNING Sample Disposal: 0 By labO Return to Client: P/U or Delivery (J Arthive untji /_ /_ THE CHAIN OF CUSTODY, I CERTIFY THAT L HAVE READ, AND AGREE TO BE BOUND BY. N.M. POT'S STANDARD TERMS AND CONDITIONS. Sample Integrity . qe Correct Containers: Yes No N/A Containers Preserved: Yes No Additional Comments: Custody Seals Intact: es' No N/A Temperature at Receipt: COC/Labels Agree: c No N/A / Sufficient Sample: e No A Sampled By: (7 ClientO KM Pitt 0 AutDsampler Relinquished by: Received by: TJ( AJbj2i Turnaround Time: 02 days 03days Date/Time: - - Date/Time: J 9-/i's '° ReguIar:,'4days 0 Says 0 7days Standard Rush: 0 24 Hours (Double Price) Relinquished by: Received by: Date/Time: Date/Time: End of Day Rush: 0 Additional Charges May Apply Revision Date: 3/23/2015