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Home My WebLink About2150 Palomar Airport Rd; 209; CB163975; PermitCommercial Permit Print Date: 12/06/2018 Job Address: (city of Carlsbad Permit No: CB163975 Permit Type: 2150 Palomar Airport Rd, 209 BLDG-Commercial 7602218206 Work Class: Tenant Improvement Status: Closed -Expired 10/21/2016 01/06/2017 Parcel No: Lot#: Valuation: $ 226,107.00 Reference#: Occupancy Group: Construction Type # Dwelling Units: Bathrooms: Bedrooms: Orig. Plan Check#: Plan Check#: Project Title: Description: Tl -COMM CREDIAUTO: 4939 SF SHELL TO OFFICE Tl FEE BUILDING PERMIT FEE $2000+ ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL GREEN BUILDING STANDARDS PLAN CHECK PLUMBING BLDG COMMERCIAL NEW/ADDITION/REMODEL PUBLIC FACILITIES FEES -outside CFD SB1473 BUILDING STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $ 9,493.90 Total Payments To Date : $ 9,493.90 Applied: Issued: Permit Fina led: Inspector: CRenf Final Inspection: Contractor: RICHARD AND RICHARD CONSTRUCTION 234 Venture St, 100 San Marcos, CA 92078-4399 760-759-2260 Balance Due: AMOUNT $1,076.85 $89.00 $89.00 $166.00 $86.00 $7,913.74 $10.00 $63.31 $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. EXPIRED PERMIT PERMIT HAS EXPIRED IN SECTION 106.4.4 AS AME:i~:MCE WITH C.B.C. r, · .C.18.04.030 DArrf~-1.-lt SIGNATURE~ fYWtt,. p, Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov THE FOLC-()WING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: •PLANNING •ENGINEERING •BUILDING •FIRE •HEALTH 0HAZMAT/APCD . C City of Building Permit Application Plan Check No. C....13 \ Co's'i 1 5 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value 2-'Uc, I "'' Carlsbad Ph: 760-602-2719 Fax: 760-602-8558 Plan Ck. Deposit email: building@carlsbadca.gov www.carlsbadca.gov Date lo/2.-1 / 1 I, lswPPP JOB ADDRESS SUITE#/SPACE#/UNIT# rN 213 2150 Palomar Airport Road 209 -020 -180 -00 CT/PROJECT# ILOT# I PHASE# I# OF UNITS I# BEDROOMS # BATHROOMS I TENANT BUSINESS NAME I coNs~~TYPE I occ. ;up CrediAUTO-CrediJET DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) (4,939sf) Interior Tenant Improvements. New construction of non-structural interior partition walls, ceilings,doors and all related mechanical, electrical & plumbing fixtures for a "B" occupancy office use. EXJSTING USE I PROPOSED USE I GARAGE {SF) PATIOS (SF) I DECKS (SF) FIREPLACE 1 I AIR CONDITIONING I FIRE SPRINKLERS cold shell "B" office YES[), No[] YES[Z]No• YES[Z]No• APPLICANT NAME• Raphael Gomez PROPERTY OWNER NAME Raphael Gomez ··-........... _ ADDRESS ADDRESS 11555 Sorrent Valley Road, Suite 203 11555 Sorrent Valley Road, Suite 203 CITY STATE ZIP CITY STATE ZIP San Dieao Ca 92121 San Dieao Ca 92121 PHONE I FAX PHONE IFAX 858-382-4077 858-240-5627 858-382-4077 858-240-5627 EMAIL EMAIL rgomez@crediautofinancial.com rgomez@crediautofinancial.com DESIGN PROFESSIONAL Gary Seward CONTRACTOR BUS. NAME Richard & Richard Construction ADDRESS ADDRESS 234 Venture Street, #100 234 Venture Street, #100 CITY STATE ZIP CITY STATE ZIP San Marcos Ca 92078 San Marcos Ca 92078 PHONE IFAX PHONE IFAX 760-759-2260 760-759-2269 760-759-2260 760-759-2269 EMAIL EMAIL gary@rrconstruction.com glenn@rrconstruction.com I STATE LICC-24178 STATE LIC.# !CLASS B I Cl1Y BUS. LIC.1236383 646033 (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 applicant for such permit to file a signed statement ttiat he is licensed pursuant to the provisions of the Contractor's License Law /Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or filat 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 {$5001). WORKERS' COMPENSATION Workers' Compensation Dedaratlon: I hereby aff,rm under penalty of perjury one of the following declarations: 0 I have and wlll maintain a certificate of consent to self-Insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. [Z] I have and will maintain workers' compensation, as reQuired by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. Oak River Insurance Policy No. 22000066059-141 Expiration Date 1-1-2017 This section need not be completed if the permit is for one hundred dollars ($100) or less. 0 Certificate of ExempUon: 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 to the Workers' Compensation Laws of California. WARNING: Fallure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and clvll fines up to one hundred thousand dollars (&100,000), In addition to the cost of compensation, of the Labor code, Interest and attorney's fees. 85 CONTRACTOR SIGNATURE I hereby affirm that I am exempt from Contractor's License Law for the following reason: • • • I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale {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 sale. If, however, the building or improvement is sold within one yee1 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 property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section ____ ,Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Oves Oo 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person {firm) to provide the proposed construction (include name address/ phone I contractors' license number): 4. l plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major walk (include name I address/ phone I contractors· license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address/ phone I type of work): 85 PROPERTY OWNER SIGNATURE •AGENT DATE I • ,,COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazal'dous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner 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. CONSTRUCTION LENDING AGENCY APPLICANT CERTIFICATION I certify that I have read the application and state that the a bow lnfonnatlon Is correct and that the lnfonnation on the plans Is aa:urate. I agree to comply with atl Clfyordlnances and State laws relating to building construction. I hereby aulhorize repre,enlative of lhe Cfy of Ca1sbad ID enler upon lhe abM mentioned property for i1speclon puposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL L~ILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA pem;t is requred for excavations <Nef SU' deep and demoltion oc coostruc:tion of slruc\u"es <Nef 3 stories in height. EXPIRATION: Eve,y permit issued by lhe Building Official undo-lhe pro.isions of lh• Code shall expire by initation and become nul and void I lhe buildklg oc V<llf< aulholized by sud1 pem;t is not con-menced wilhil 180 days from lhe dale of sud1 pem;t oc · Hcf oc aulhorized by sud1 permit is suspended oc abandooed at any lime aflerlhe V<llf< • commenced for a pefiod of 180 days (Section 106.4.4 Unloon Buildklg Code). ~ APPLICANT'S SIGNATURE DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. C f r: l I I I CI. ·1 [ 0' 0 C C U P /,.. fJ C Y /Comm( I l"li'Jj I' t C, j C C { S o n I~! I Fax (760) 602-ll560, Email building@ca~sbadca.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 I FAX EMAIL OCCUPANT'S BUS. UC. No. DELIVERY OPTIONS PICKUP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pgc 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 ,es' APPLICANT'S SIGNATURE DATE July 17, 2018 Owner/Tenant 2150 PALOMAR AIRPORT RD, Suite 209 Carlsbad CA RE: BUILDING PERMIT EXPIRATION PERMIT NUMBER: CB163975 ISSUE DATE: 01/06/2017 (city of Carlsbad PERMIT TYPE: BLDG-Commercial, Tenant Improvement ADDRESS: 2150 PALOMAR AIRPORT RD, Suite 209 Our records indicate that your building permit will expire by limitation of time on 09/26/2018. 18.04.030 Section 105.5 amended -Expiration: Every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 calendar days from the date of such permit, or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of 180 calendar days, or if the building or work authorized by such permit exceeds three calendar years from the issuance date of the permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the Building Official within 180 calendar days of the date of permit issuance. Work shall be presumed to be stopped if the permittee has not obtained a required inspection approval of work by the Building Official within each 180 day period upon the initial commencement of work authorized by such permit. Before such work can be recommenced, a new permit shall be obtained to do so, and the fee therefore shall be one half the amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action on a permit after expiration, the permittee shall pay a new permit fee. Any permittee holding an unexpired permit may apply for an extension of time within which work may commence under that permit when the permittee is unable to commence work within the time period required by this section for good and satisfactory reasons. Please check below indicating your intentions and return this letter to us. D Project abandoned. A new permit will be obtained prior to commencing work. D Permit 180 day extension request, with written explanation including phone number and email address. Request will not be considered without explanation D Renewal permit requested. If the project has been completed and only a final inspection is needed, please call the inspection request line at (760) 602-2725. If you have any questions, please contact the Building Inspection Division at 760-602-2700. Community & Economic Development Building Division I 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov PERMIT INSPECTION HISTORY REPORT (CB163975) Permit Type: BLDG-Commercial Application Date: 10/21/2016 Owner: Work Class: Tenant Improvement Issue Date: 01/06/2017 Subdivision: Status: Closed -Expired Expiration Date: 09/26/2018 Address: IVR Number: 717863 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector 03/30/2018 03/30/2018 BLDG-14 Frame/Steel/Bolting/ Welding (Decks) 053237-2018 Checklist Item BLDG•Building Deficiency December 06, 2018 Passed Chris Renfro COMMENTS Inspected the deck framing in the server room OK to pour 2150 Palomar Airport Rd , 209 Carlsbad, CA Reinspection Complete Complete Passed Yes Page 1 of 1 {cityof Carlsbad SPECIAL INSPECTION AGREEMENT B-45 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov In accordance with Chapter 17 of the California Building Code the following must be completed when work being performed requires special Inspection, structural observation and construction material testing. Project/Permit: _:,,,,&=---------''s_°l_t---=<;=-----Project Address· A. THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder •. (If you checked as owner-builder you must also complete Section B of this agreement.) ,:::.., ~M A LI.NT!rt\C..'-'lt-\ Name: (Please print,-) --~~='---e-"---''N'-----------•------------------ (First) (M.I.) (Last) Mailing Addres.,.s·_...::2--_3---''-t----'\/i'---6.::....:.../\1'1'___,__Vl2f2.G=_..:..S'T__:..:..' ___,:f:i::.......:.l...::O...::o----<<---=-~-'-~---'tJ-'--->"Al2----'--'GoS=-=:...£-<--'CA=-='-----«.,.:_z_o_1_'b Email· (aL.e/JtV (9 \c--~ (,,o/J ,s:•·n:~."'-Ctl o N, C--0 l"1 Phone· '7 (:, O-'")c; '7 -'-L~ U I am: •Property Owner ,0Property Owner's Agent of Record •Architect of Record •Engineer of Record State of California Registration Numbe · Expiration Date: _______ _ AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials testing and off-site fabrication of building components, as prescribed in the statement of special inspections noted on the approved plans and, as required by the California Building Code. Signature· ~ ~ Date: / 1 -0 'i-z.c, 6 B. CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor/ builder / owner-builder. Contractor's Company Name: )2. IC V\.1><1(2.0 "j' tz,1 t 1,-V><(l,O lo,v.!f"Q"-l1f«Please check if you are OWner-Builder • Name: (Please print) ___ cf=::::i:.LL.=-.:G:..:µ_,.; _______ .LA=.:• _________ L_1_A.1__,1_Wl __ C_~_h __ _ (La,t) (Am) (M.I,) Mailing Address:_2-_5_'('--_v_E_N'---'1''--"l-'-R_G'---_ST_,_, ---'#-_l_vJ~•'-' ~Se,,""""-,,_,J,___,_t:\A---"----'-'-~--''---S-"-r--'C...."-'-----'i_,2./4"----'---J.L...'V-'----- Email: G'.JC...e-/V tV (3 rz_ It-vO ,.._. .s:rrz....,, c 'Cl a,.,, , U 6 Phone· 'I .f, 0 -/ S:: "i Z..7 ~ cJ State of California Contractor's License Number: G '-I & O :J'J Expiration Date: V -3 0 -2v I '1i • I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; • I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; • I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and • I certify that I will have a qualified person within our (the contractor's) organization to exercise such control. • I w/11 provide a final report/ letter In compliance with CBC Section 1704.1.2 prior to requesting final inspec~.# Signature; ~ ~ Date: /( -d 'fl~ 2-o f 6 B-45 Page 1 of 1 Rev. 08/11 City of Carlsbad, Inspection Services Division Planning & Development Review 1635 Faraday Avenue, Carlsbad. CA 92008 DATE: 12/29/2017 Building Official, City of Carlsbad Inspection Services, Planning and Development Review 1635 Faraday Avenue Carlsbad, CA 92008 SUBJECT: Satisfactory completion of work requiring Choose an item. PERMIT NUMBER: C8163975, PROJECT ADDRESS: 2150 Palomar Airport Road# 290, Carlsbad, Ca. SPECIAL INSPECTION SERVICES WERE PROVIDED BY: SPECIAL INSPECTION AGENCY: Ghostrider, Inc. ADDRESS: POB 2009 El Cajon, CA 92021 SPECIAL INSPECTOR'S NAME: R. Motsinger Special Inspection Agency/ Construction Materials Testing Laboratory Final Report I:•. I (Each special inspector is required to complete and submit this Final Report form) SPECIAL INSPECTOR'S CERTIFICATION NUMBER: San Diego# 728 CONSTRUCTION MATERIALS TESTING WAS PERFORMED BY: EXPIRATION DATE: 12/2019 TESTING LABORATORY/AGENCY: N/A ADDRESS: N/A RESPONSIBLE MANAGING CIVIL ENGINEER OF THE TESTING LABORATORY: N/A STATE OF CALIFORNIA REGISTRATION NUMBER: N/A EXPIRATION DATE: N/A COMMENTS: Completed Special Inspection of Field Welding and Spray applied Fireproofing on proiect I declare under penalty of perjury that, to the best of my knowledge or as noted above, all the work requiring special inspection and/or material sampling and testing for the structure or structures constructed under the subject permit is in conformance with the approved plans and construction documents, the approved inspection and testing program and the applicable workmanship provisions of the California Building Code as amended by City of Carlsbad. s;gnature, ;f~ ~ -- {sp~spector) .,.x Signature: (Responsible Managing Civil Engineer) Executed on: 12/29/2017, Executed on: n/a EsGil Corporation In !Partnersfiip witfi qovemment for IJluiUing Safety DATE: 11/17/2016 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 16-3975 SET: II PROJECT ADDRESS: 2150 Palomar Airport Rd Suite 209 PROJECT NAME: CrediAuto -Credijet -TI D APPLICANT -ti JtmlS. D PLAN REVIEWER D FILE ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted:..--,-Telephone#: Date contacted: (4f') Email: Mail Telephone Fax Vn ~rson 0 REMARKS: By: Sergio Azuela for (DM) EsGil Corporation D GA D EJ D MB D PC 10/25/16 Enclosures: 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In <Partnersnip witn qovernment for (}Jui/aing Safety DATE: 11/2/16 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 16-3975 SET: I PROJECT ADDRESS: 2150 Palomar Airport Rd Suite 209 PROJECT NAME: CrediAuto -Credijet -TI •__foPPLICANT ~JURIS. • PLAN REVIEWER • FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted fr, a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D 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: Raphael Gomez Telephone#: 858-382-4077 ~ate contacted: I I /7.----(by{'C.vEmail: rgomez@crediautofinancial.com ~ail Telephone Fax In Person 0 REMARKS: By: Doug Moody EsGil Corporation 0 GA O EJ O MB O PC Enclosures: 10/25/16 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 16-3975 11/2/16 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 16-3975 OCCUPANCY: B TYPE OF CONSTRUCTION: !IA ALLOWABLE FLOOR AREA: SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 10/21/16 DATE INITIAL PLAN REVIEW COMPLETED: 11/2/ 16 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: Office ACTUAL AREA: 4939sf STORIES: 2 HEIGHT: OCCUPANT LOAD: 75 DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/25/16 PLAN REVIEWER: Doug Moody 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 2013 CBC, which adopts the 2012 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with tt,e cited codes and regulations. Per Sec. 105.4 of the 2012 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., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad 16-3975 11/2/16 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. 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 Corporation and the Carlsbad Planning, Engineering and Fire D,:,partments. 2. Bring two corrected sets of pluns and calculations/reports to EsGil Corporation, 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 Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Please provide the structural calculations to accompany the S sheets. Section 107.2. 2. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown bE-,cw. Section 107.2. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM FIELD WELDING REQUIRED? YES REMARKS 3. Please provide a complete copy of the City of Carlsbad Special Inspection Agreement form. 4. Please revise the plans and the door schedule to show the door to conference room 106 to be a pivoted or side hinged swinging door per Section 1008.1.2. 5. Please revise the plans to show•: 1e required emergency egress lighting per section 1006.3 of the CBC. 6. Exit doors shall provide a maximum leaf width of 4 feet. Section 1008.1.1. 7. Please provide a complete lighting fixtures schedule indicate fixture type and manufacturer. Section 107 .2 8. Please show all track lighting fixtures and the location of the current limiter indicate in the L Tl forms. City of Carlsbad 16-3975 11/2/16 9. Please provide a complete L Tl-02 part 2 of 3 form. 10. Please have the principle designer of the ENV portion of the PRF forms sign the imprinted document. 11. Please review the requirements, revise the plans appropriately and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. • NON-RESIDENTIAL GREEN BUILDING STANDARDS (Additions and Alterations) The California Building Standards Commission (BSC) has adopted the Green Building Standards Code which became effective January 1, 2011, and must be enforced by the local building official. The Green Building Standards apply to nonresidential additions or tenant improvements throughout California. These standards apply to nonresidential additions of 1,000 sq. ft. or larger or alterations (tenant improvements) with a value of $200,000 or more. CGC Section 301.3. Provide a sheet on the plans labeled "Green Building Code Requirements" and include the following notes as applicable. 12. Waste management. Note on the plans that the contractor must submit to the Engineering Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5 .408. 1 . 1 . 13. Recycling. Note on the plans that a minimum of 50% of construction waste is to be recycled. CGC 5.408.1. Documentation shall be provided to the enforcing agency which demonstrates compliance. CGC Section 5.408.1.4. 14. Recycling. Note on the plans that an identified, readily accessible area shall be provided that serves the entire building for collecting recycling, such as paper, cardboard, glass, plastics, metals, etc. CGC Section 5.410.1. 15. Documentation. Note on the plans that a building "Systems Manual" as listed in CGC Section 5.410.2.5 shall be delivered to the building owner or representative and the facilities operator. Furthf; note on the plans that the "Systems Manual" shall contain the required features listed in CGC Section 5.410.2.5.1. 16. Pollutant control. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.504.3. 17. Pollutant control. Note on the plans that VOC's must comply with the limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, City of Carlsbad 16-3975 11/2/16 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.504.4. 18. Pollutant control. Note on the plans that mechanically ventilated buildings shall provide regularly occupied areas with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters shall be installed prior to occupancy. CGC Section 5.504.5.3. 19. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charg J •Jf 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. Advisory Note : When alterations, structural repairs or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the following requirements, per Section 11 B-202.4: • Existing toilet and bathing facilities that serve the remodeled area must be shown to comply with all accessibility features. • Please address the following comments that are the result of the alterations. 20. At least one side partition at the accessible water closet(s) must have a toe clearance of at least 9" (unless th~ stall width is increased to 66"). Section 118- 604.8.1.4. 21. Please revise the plans to show the Baby changing tables not to be located in the accessible toilet compartment per Section 11 B-226.4. 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 City of Carlsbad 16-3975 11/2/16 questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. City of Carlsbad 16-3975 11/2/16 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION ANI) PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: Doug Moody PLAN CHECK NO.: 16-3975 DATE: 11/2/16 BUILDING ADDRESS: 2150 Palomar Airport Rd Suite 209 BUILDING OCCUPANCY: B BUILDING AREA Valuation Reg. PORTION ( Sq. Ft.) Multiplier Mod. Tl 4939 45.78 .,_ Air Conditioning Fire Sprinklers TOTAL VALUE . Jutisdk;tion Code cb By Ordinance Bldg. Permt Fee by Ordnance ,.. Plan Check Fee by Ordinance ... VALUE Type of Review: : J Complete Review : Structural Only !Repetitive Fee ,.. Repeats Other Hourly EsGil Fee 1-------11 Hr. @ • ($) 226,107 226,107 $1,076.91 j $699.991 $603.071 Comments: In addition to the above fee, an additional fee of $86 is due (1 hour@ $86/hr.) for the CalGreen review. Sheet 1 of 1 macva!ue.doc + «~~ ~ C IT Y O F CARLSBAD PLAN CHECK Community & Economic REVIEwBLDG . DEPT et}ffi1rent Department J 1l 3s Faraday Avenue TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 10/24/16 PROJECT NAME: CREDIAUTO-CREDIJET PROJECT ID PLAN CHECK NO: CB163975 SET#: FIRE ADDRESS: 2150 PALOMAR AIRPORT RD NRR FROM FIRE Jl] This plan check review is complete and has been APPROVED by the Fire Division. A Final Inspection by the Fire Division is required • Yes ~ No D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION J 60-602-4610 760-602-2750 760-602-4665 • Chris Sexton • • DARYL K. JAMES & ASSOC. 760-602-4624 Christina.wilson@carlsbadca.gov Chri~.Sext2n@1,arls!;!adca.gov • Gina Ruiz • Linda Ontiveros • Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gins1.R1Jiz@carlsbadca.gov Llnds1.Qntiv!;!rQ~@carlsbadca.gov C~nthis1.Wong@!;;s;!rl~!:!s!d!;;a.gQv • • • Dominic Fieri 760-602-4664 Dominic.Fieri@carlsb~dca.gQv -~ ea Carlsbad Fire Department Plan Review Requirements Category: TI , COMM Date of Report: 10-24-2016 Reviewed by: ____ ft---'-t1___,,_ __ _ Name: Address: RICHARD AND RICHARD CONSTRUCTION STE 100 Permit#: CB163975 234 VENTURE ST SAN MARCOS CA 92078 Job Name: CREDIAUTO: 4939 SF SHELL TO Job Address: 2150 PALOMAR AIRPORT RD CBAD St: 209 ------ INCOMPLETE The item you have submitted fo 1ew · · complete. At this time, this office cannot adequately conduct a review to determine co · ance with the app 1 e codes and/or standards. Please review carefully all comments attached. Pie esubmit the necessary plans an specifications, with changes "clouded", to this office for review and oval. Conditions: Cond: CON0009237 [MET] NRR Entry: 10/24/2016 By: RM Action: AP NRR D•Ilil 7490 OPPORTUNIY RD., STE 3500 SAN DIEGO, CA 92m & ASSOCIATES (619) 260-0057 CONSULTING ENGINEERS STRUCTURAL CALCULATIONS FOR·-~ 2150 PALOMAR AIRPORT RD. SUITE 209 CLIENT= OWNER DA TE ISSUED= 09-21-2016 Title Block Line 1 You can change this area using the "Settings• menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Steel Beam 1,11• Description : STEEL BEAM CHECK CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Bending Axis : Major Axis Bending Project Title: Engineer: Project Descr: Project ID: Prinl~d :1 NOV 2016, 10_()~AM File" \\WDMYCLOUDEX4\Publlc\C7NRSP~3\2GMM72-G\SVKZZ1~3\WORK\2R88YK~M.EC6 ENERCALC, INC. 1983-2016, Bulld:6.16.7.21, Ver.6.16.7.21 Fy : Steel Yield : E: Modulus: · · I • I I ; • e • 50.0 ksi 29,000.0 ksi W14x22 Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.04830, L = 0.10 ksf, Tributary Width= 8.0 ft DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.383: 1 Maximum Shear Stress Ratio = 0.139: 1 Section used for this span W14x22 Section used for this span W14x22 Ma: Applied 31.758k-ft Va: Applied 8.761 k Mn/ Omega : Allowable 82.834k-ft Vn/Omega : Allowable 63.020 k Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span 7.250ft 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 0.138in Ratio= 1,256 >=360 Max Upward Transient Deflection 0.000 in Ratio= O <360 Max Downward Total Deflection 0.209 in Ratio= 832 >=180 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment length Span# M V Mmax+ Mmax-Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega .O+H Dsgn. L = 14.50 ft 0.130 0.047 10.73 10.73 138.33 82.83 1.00 1.00 2.96 94.53 63.02 .O<l+H Dsgn. L = 14.50 fl 0.383 0.139 31.76 31.76 138.33 82.83 1.00 1.00 8.76 94.53 63.02 .O<lr+H Dsgn. L = 14.50 fl 0.130 0.047 10.73 10.73 138.33 82.83 1.00 1.00 2.96 94.53 63.02 +D+S+H Dsgn. L = 14.50 ft 0.130 0.047 10.73 10.73 138.33 82.83 1.00 1.00 2.96 94.53 63.02 .0+0.750Lr+0.750L •H Dsgn. L = 14.50 fl 0.320 0.116 26.50 26.50 138.33 82.83 1.00 1.00 7.31 94.53 63.02 .0+0.750L +0.750S+H Dsgn. L = 14.50 fl 0.320 0.116 26.50 26.50 138.33 82.83 1.00 1.00 7.31 94.53 63.02 .0+0.60W+H Dsgn. L = 14.50 ft 0.130 0.047 10.73 10.73 138.33 82.83 1.00 1.00 2.96 94.53 63.02 .0+0.70E+H Dsgn. L = 14.50 fl 0.130 0.047 10.73 10.73 138.33 82.83 1.00 1.00 2.96 94.53 63.02 .O+O. 7 50Lr+O. 750L +0.450W+H Dsgn. L = 14.50 ft 0.320 0.116 26.50 26.50 138.33 82.83 1.00 1.00 7.31 94.53 63.02 .O+O. 7 SOL +O. 750S+0.450W+H Dsgn. L = 14.50 ft 0.320 0.116 26.50 26.50 138.33 82.83 1.00 1.00 7.31 94.53 63.02 +D+O. 7 SOL +O. 750S+O. 5250E +H Dsgn. L = 14.50 ft 0.320 0.116 26.50 26.50 138.33 82.83 1.00 1.00 7.31 94.53 63.02 +0.60D+0.60W+0.60H Dsgn. L = 14.50 fl 0.078 0.028 6.44 6.44 138.33 82.83 1.00 1.00 1.78 94.53 63.02 +0.60D+0. 70E+0.60H Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam ..... Description : STEEL BEAM CHECK Load Combination Max Stress Ratios Segment Length Span # M V Mmax + Dsgn. L = 14.50 ft 1 0.078 0.028 6.44 Overall Maximum Deflections Project Title: Engineer: Pro1ect Descr: Project ID: Prrnlto J NOV 2016, 10 05M,: FIie = \\WDMYCLOUDEX4\Publle\C7NRSP--3\2GMM72-G\SVKZZ1--3\WORK\2RB8YK-M.EC6 ENERCALC, INC.1983-2016, Bulld:6.16.7.21, Vet.6.16.7.21 ··••••;••· Summary of Moment Values Summary of Shear Values Mmax -Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega 6.44 138.33 82.83 1.00 1.00 1.78 94.53 63.02 Load Combination Span Max.•-• Defl Location in Span Load Combination Max."+" Defl location in Span +D+l+H 1 0.2092 7.291 0.0000 0.000 Vertical Reactions Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support2 Overall MAXimum 8.761 8.761 Overall MINimum 1.777 1.777 +D+H 2.961 2.961 +D+l+H 8.761 8.761 +D+lr+H 2.961 1.961 +D+S+H 2.961 2.961 +D..0.750Lr..0.750L +H 7.311 7.311 +D..0.750L ..0.750S+H 7.311 7.311 +D..0.60W+H 2.961 2.961 +D..0.70E+H 2.961 1.961 +D..O. 750Lr ..0. 750L ..0.450W+H 7.311 7.311 +D..O. 750L ..0. 750S..0.450W+H 7.311 7.311 +D..O. 750L ..0. 7 50S..O. 5250E+H 7.311 7.311 ..0.60D..0.60W..0.60H 1.777 1.777 ..0.60D..0. 70E..0.60H 1.777 1.777 DOnly 1.961 2.961 Lr Only LOnly 5.800 5.800 SOnly WOnly EOnly HOnly Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Pnnting & Title Block" selection. Title Block Line 6 Steel Beam 1,11• Description : STEEL BEAM CHECK 2 CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Bending Axis : Major Axis Bending Applied Loads Beam self weight calculated and added to loading Uniform Load : D = 0.04830, L = 0.10 ksf, Tributary Width = 8.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma: Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection 0.343: 1 W12x26 31.863k-ft 92.814 k-ft +D+L+H 7.250ft Span# 1 Project Title: En9ineer: ProIect Descr: Project ID: Pnnted 3NOV20ib,1011AII/ FIie" \\WDMYCLOUDEX41PubUc\C7NRSP-3\2GMM72-G\SVKZZ1-3\WORK\2RB8YK-M.EC6 ENERCALC, INC. 1983-2016, Bulkl:6.16.7.21, Ver:6.16.7.21 . . . ... ; . . ' Fy : Steel Yield : E: Modulus: W12K26 50.0 ksi 29,000.0 ksi Service toads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio = Section used for this span Va: Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Design OK 0.157: 1 W12x26 8.790 k 56.120 k +D+L+H 0.000 ft Span# 1 Max Do'W!'lward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.135 in Ratio= 0.000 in Ratio= 0.205 in Ratio = 0.000 in Ratio= 1,287 >=360 O <360 850 >=180 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax + Mmax• Ma Max Mnx Mm<iOmega Cb Rm Va Max Vnx Vnx/0mega .O+H Dsgn. L = 14.50 ft 0.117 0.053 10.84 10.84 155.00 92.81 1.00 1.00 2.99 84.18 56.12 .O<l+H Dsgn. l = 14.50 ft 0.343 0.157 31.86 31.86 155.00 92.81 1.00 1.00 8.79 84.18 56.12 .O<lr+H Dsgn. l = 14.50 ft 0.117 0.053 10.84 10.84 155.00 92.81 1.00 1.00 2.99 84.18 56.12 +D+S+H Dsgn. L = 14.50 ft 0.117 0.053 10.84 10.84 155.00 92.81 1.00 1.00 2.99 84.18 56.12 .0..0.750Lr..0.750L +H Dsgn. L = 14.50 ft 0.287 0.131 26.61 26.61 155.00 92.81 1.00 1.00 7.34 84.18 56.12 .0..0.750L..0.750S+H Dsgn. L = 14.50 ft 0.287 0.131 26.61 26.61 155.00 92.81 1.00 1.00 734 84.18 56.12 .0..0.60W+H Dsgn. L = 14.50 ft 0.117 0.053 10.84 10.84 155.00 92.81 1.00 1.00 2.99 84.18 56.12 .0..0.70E+H Dsgn. L = 14.50 ft 0.117 0.053 10.84 10.84 155.00 92.81 1.00 1.00 2.99 84.18 56.12 .0..0.750Lr,-0.750L ,-0.450W+H Dsgn. L = 14.50 ft 0.287 0.131 26.61 26.61 155.00 92.81 1.00 1.00 7.34 84.18 56.12 .0,-0. 7 SOL ..0. 7 50S,-O .450W+H Dsgn. L = 14.50 ft 0.287 0.131 26.61 26.61 155.00 92.81 1.00 1.00 7.34 84.18 56.12 .0,-0. 7 SOL ,-0, 750S,-O. 5250E+H Dsgn. L = 14.50 ft 0.287 0.131 26.61 26.61 155.00 92.81 1.00 1.00 7.34 84.18 56.12 ,-0.60D,-0.60W,-0.60H Dsgn. L = 14.50 ft 0.070 0.032 6.50 6.50 155.00 92.81 1.00 1.00 1.79 84.18 56.12 ,-0.60D,-O. 70E..0.60H Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam ··••· Description : STEEL BEAM CHECK 2 load Combination Max Stress Ratios Segment Length Span # M V Mmax + Dsgn. L = 14.50 ft 1 0.070 0.032 6.50 Overall Maximum Deflections --·--·--· Project Title: En9ineer: ProIect Descr: Project ID: l'11ntud '.1NGV20I6 I011AM FIie = \\WDMYCLOUOEX4'Pub~c\C7NRSP-3\2GMM72-G\SVKZZ1-3\WORK\2RB8YK-M.EC6 ENERCALC, INC. 1983-2016, Bulld:6.16.7.21, Ver.6.16.7.21 I e I I ; • I ' Summary of Moment Values Summary of Shear Values Mmax -Ma Max Mnx Mme/Omega Cb Rm Va Max Vnx Vnx/Omega 6.50 155.00 92.81 1.00 1.00 1.79 84.18 56.12 Load Combination Span Max."·" Defl location in Span Load Combination Max. • + • Defl location in Span +O+L<H 1 0.2048 7.291 0.0000 0.000 Vertical Reactions Support notation: Far left is #1 Values in KIPS load Combination Support 1 Support 2 Overall MAXimum 8.790 8.790 Overall MINimum 1.794 1.794 +O<H 2.990 2.990 +O+L<H 8.790 8.790 +O+lr+H 2.990 2.990 +O+S+H 2.990 2.990 +0.0.750Lr.0.750L +H 7.340 7.340 +0.0.750L .0.750S<H 7.340 7.340 +0.0.60W<H 2.990 2.990 +0.0.70E<H 2.990 2.990 +0.0. 750Lr.O. 750L .0.450W<H 7.340 7.340 +0.0. 7 50L .0. 750S.0.450W+H 7.340 7.340 +0.0. 7 50L .0. 7 50S.O. 5250E<H 7.340 7.340 .0.60D.0.60W.0.60H 1.794 1.794 .0.60D.0. 70E.0.60H 1.794 1.794 D Only 2.990 2.990 Lr Only LOnly 5.800 5.800 SOnly WOnly E Only H Only D•DD ----& ASSOClfflS CONSUL TING ENGINEERS v'-·-L\~.-;1 f :1~. "\... \,. ·• \1:>u ?S; 1 '---\'-\t .~ rR S?A.i::,:: 10' -g 11 Proj ect: ;l!Sc> ~<PAI Ar ... "'1r r-rt,; Date : _______ _ Sheet: ___ of __ _ D. t< PLW3™or W3 FORMLOK™ • 5½ in. TOTAL SLAB DEPTH • Normal Weight Concrete (145 pcf) 48.3 psf • Galvanized or Phosphatized/Painted : Welds Deck Weight and Section Properties a, Weight (psf) Properties per ft of Width Allowable Reactions per ft of Width (lb) OI Galv Phos/ I +S -S End Bearing Interior Bearing ca (!) G60 Painted in.4 in.3 in.3 2" 3" 4" 4" 5" 22 1.9 1.8 0.718 0.418 0.444 275 316 352 558 602 21 2.1 2.0 0.837 0.495 0.531 351 403 447 709 764 20 2.3 2.2 0.896 0.534 0.564 392 449 498 791 851 19 2.7 2.6 1.075 0.674 0.683 551 629 695 1106 1188 18 2.9 2.7 1.203 0.767 0.767 679 773 853 1360 1458 16 3.5 3.3 1.509 0.960 0.960 1034 1172 1288 2061 2203 Allowable Superimposed Loads (psf) G) "' Span (ft-in.) OI C: ca [ 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'·0" 11'-6" 12'·0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'·0" (!) "' 1 270 199 177 158 141 127 114 102 92 83 75 68 61 55 50 22 2 270 244 222 203 141 127 114 102 92 83 75 68 61 55 50 3 270 244 222 203 186 127 114 102 92 83 75 68 61 55 50 1 299 270 245 179 161 145 131 118 107 97 88 80 72 66 60 21 2 299 270 246 225 206 145 131 118 107 97 88 80 72 66 60 ~ 3 299 270 246 225 206 190 175 118 107 97 88 80 72 66 60 1 313 283 257 222 170 154 139 126 11 4 103 94 85 78 71 64 20 2 313 283 257 235 216 199 139 126 114 103 94 85 78 71 64 w 3 313 283 257 235 216 199 184 166 114 103 94 85 78 71 64 ZU'I 362 327 297 272 249 208 167 152 138 126 115 105 97 88 81 :E ~ 19 2 362 327 297 272 249 230 213 197 138 126 115 105 97 88 81 3 362 327 297 272 249 230 213 197 184 166 115 105 97 88 81 395 357 325 297 273 251 211 176 155 142 130 119 110 101 93 18 2 395 357 325 297 273 251 233 216 201 142 130 119 110 101 93 3 395 357 325 297 273 251 233 216 201 188 172 151 110 101 93 1 400 400 389 356 327 301 279 259 222 188 164 152 140 129 120 16 2 400 400 389 356 327 301 279 259 241 225 211 198 140 129 120 3 400 400 389 356 327 301 279 259 241 225 211 198 186 166 120 Shoring required in shaded areas lo right of heavy line Diaphragm Shear Values, q (pit) a, (I) Span (ft-in.) OI '0 ----ca ~ 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" (!) 22 q3 1875 1860 1850 1840 1830 1820 1810 1805 1800 1795 1785 1780 1775 1775 1770 q4 1950 1930 1910 1895 1880 1865 1850 1840 1830 1820 1810 1800 1790 1785 1780 21 q3 1875 1860 1845 1835 1825 1815 1805 1800 1790 1785 1780 1770 1765 1760 1755 q4 1980 1955 1930 1915 1900 1880 1860 1850 1840 1830 1820 1810 1800 1790 1780 20 q3 1880 1860 1850 1835 1825 1815 1805 1795 1790 1780 1775 1770 1765 1760 1755 q4 2000 1975 1950 1930 1910 1890 1870 1855 1840 1830 1820 1810 1800 1790 1780 19 q3 1895 1875 1860 1845 1830 1820 1810 1795 1790 1780 1770 1765 1755 1750 1745 q4 2060 2030 2000 1975 1950 1930 1910 1895 1880 1865 1850 1835 1820 1810 1800 ---q3 18 1915 1890 1875 1855 1840 1825 1815 1805 1795 1785 1775 1765 1760 1750 1745 q4 2110 2075 2040 2015 1990 1965 1940 1920 1900 1885 1870 1855 1840 1830 1820 16 q3 1965 1940 1915 1895 1875 1860 1845 1830 1815 1805 1795 1780 1775 1765 1755 q4 2240 2195 2150 2115 2080 2050 2020 2000 1980 1960 1940 1920 1900 1885 1870 PLW3 and W3 FORMLOK decks with structural concrete fill may be considered rigid diaphragms, with F < 1. Catalog VF3 VERCO DECKING, tNC. • 55 OFFICE USE ONLY •.. ~ ,~ D•., ~ • • a SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE RECORD ID# __________________ , •. . PLAN CHECK# __________________ , •~occc\.'0 BP DATE Business Name _,..- ~1 ~ -~•::re 1 Business Contact efL <cJc> ~(!; 2- Telephone # , 1 ..., _., 'tiS"f>-11n. --,o,, Project Address -Z.l<S°o State APN# 2-l~ -lll..0-I 'i>O Mailing Address /I '>S~ Plan File# Project Contact Applicant E-mail O 1-'\.Gc t. 1' />Cl/"-.,(;,,.,, 'i) -J 'Q 2--Lfvr, The following questions repres t the cility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: {not required for projects 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: 1. Explosive or Blasting Agents 2. Compressed Gases 3. Flammable/Combustible Liquids 4. Flammable Solids Facility's Square Footage (including proposed project): 5. Organic Peroxides 9. Water Reactives 6. Oxidizers 10. Cryogenics 7. Pyrophorics 11. Highly Toxic or Toxic Materials 8. Unstable Reactives 12. Radioactives 13. Corrosives !},\ Other Health Hazards e;None of These. PART 11: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION (HMO): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE R~QUI D Project Completion Date: Expected Date of Occupancy: YES N (for new construction or remodeling projects) 1. D ef'" ~ business listed on the reverse side of this form? (check all that apply). 2. D ff ./41"1 your business dispose of Hazardous Substances or Medical Waste in any amount? 3. D ~ill ur business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 s and/or 200 cubic feet? 4. 0 mbusiness store or handle carcinogens/reproductive toxins in any quantity? 5. D ~usiness use an existing or install an underground storage tank? 6. D usiness store or handle Regulated Substances (CalARP)? 7. D y usiness use or install a Hazardous Waste Tank System (Title 22, Article 10)? 8. D Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or reater than 1,320 allons? California's Above round Petroleum Stora e Act . 0 CalARP Exempt I Date Initials 0 CalARP Required I Date Initials 0 CalARP Complete I Date Initials PART 111: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT APCD : Any YES• answer requires a stamp from APCD 10124 Old Grove Road, San Diego, A 92131 apcdcomp@sdcounty.ca.qov (858) 586-2650). [•No stamp required if Q1 Yes and Q3 Yes and Q4-Q6 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~, townh s; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. [+Excludes garages & small outbuildings.] YES NO 1. D [J' .,.wn(the project disturb 160 square feet or more of existing building materials? 2. D [3'" Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 3. D D (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 4. D D (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification _ _..,..maybe required 10 working days prior to commencing asbestos removal. 5. D (A"" Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdapcd.org/infolfacts/permitS-Pdf) for typical equipment requiring an APCD permit. 6. D D (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school bounda Briefly describe business activities: F, rl\ L J>-t;.--nv 1-r 1,a w 4><tz-Jc ~ L,,t>,.,., 4· lo I 2c I z_./ b Name of Owner or Authorized A ent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: ________________________________ _ BY· DATE· I I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO" APCO COUNTY-HMO APCD COUNTY-HMO APCO . . *A stamp In this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permIttIng requirements may still apply . HM-9171 (08/15) County of San Diego -DEH -Hazardous Materials Division «~f ~ CITY OF PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Building@carlsbadca.gov CARLSBAD B-18 Project Address: Permit No.: Information provided below refers to wo~ being done on the above mentioned permit only. This form must be completed and returned to the Building Division before the permit can be issued. B-18 Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains ....................................................... _/_ New building sewer line? ......................................................................................... Yes __ No L Number of new roof drains? ............................................................................................................... L Install/alter water line? ......................................................................................................................... j~ > Number of new water heaters?......................................................................................................... I Number of new, relocated or replaced gas outlets? .................................................................... ¢ Number of new hose bibs? .................................................................................................................. --5![__ Residential Permits: New/expanded service: Number of new amps: ______ _ Minor Remodel only: Yes__ No Commercial/Industrial: Tenant Improvement: Number of existing amps involved in this proiect: Number of new amps involved in this proiect: New Construdion: Amps per Panel: 2-, 0 7 "I 'l '.t Single Phase ............................................................... Number of new amperes ______ _ Three Phase ................................................................. Number of new amperes _______ _ Three Phase 480 ........................................................ Number of new amperes _______ _ Number of new furnaces, A/C, or heat pumps? ............................................................................ _2_ New or relocated duct worll? .......................................................................... Yes X: No __ _ Number of new fireplaces? ................................................................................................................. L Number of new exhaust fans? ............................................................................................................ __g/__ Relocate/install vent?............................................................................................................................ I Number of new exhaust hoods?........................................................................................................ $< Number of new boilers or compressors? ........................................................... Number of HP Page 1 of 1 Rev. 03/09