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1923 CALLE BARCELONA; 144; CB161252; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 06-02-2016 Commercial/Industrial Permit Permit No: CB161252 Building Inspection Request Line (760) 602-2725 Job Address: 1923 CALLE BARCELONA CBADSt: 144 Permit Type: Tl Sub Type: COMM Status: ISSUED Applied: 03/31/2016 Entered By: RMA Parcel No: 2550120400 Lot#: 0 Valuation: $69,036.00 Construction Type: NEW Occupancy Group: Reference# Project Title: IVIWA-1508 SF RETAIL TO RETAIL Applicant: RETAIL PERMIT SERVICES 3019 HOLINWELL DR KATY TX 77450 800 556-8641 Building Permit Add'l Building Permit Fee Plan Check Add'l Building Permit Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedidted Plan Review $494.16 $0.00 $345.91 $0.00 $0.00 $19.33 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $3.00 $0.00 Total Fees: $1,004.17 Total Payments To Date: Owner: Plan Approved: 06/02/2016 Issued: 06/02/2016 Inspect Area Plan Check#: T-C FORUM AT CARLSBAD L L C C/0 TIM-CREF 4675 MACARTHUR CT #11 00 NEWPORT BEACH CA 92660 Meter Size Add'l Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (3105540) PFF (4305540) License Tax (31 04193) License Tax (4304193) Traffic Impact Fee (31 05541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee Green Bldg Standards Plan Chk TOTAL PERMIT FEES $1,004.17 Balance Due: Clearance: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $51.00 $46.00 $44.77 $0.00 $0.00 $0.00 $0.00 ?? ?? $1,004.17 $0.00 NOTICE: Please take at cq:raval ct yrur p-qect irdLK:Ies the "lrrp:sitiori' ct fees, dedicatirns, reservatims, or otrer excdims hereafter a:lledively referred to as ''fee:l 1ms." You have 00 days from the date this pemit was issued to protest irrp:sitim ct these fee:iexa:tims. If you putest them you rrust fdlootre protest pra;edures set forth in C?o.terrm::rt COOe Sed:im ffi)2()(a), and file tre protest and arr; otrer reqjred infonratim IMth the Oty Ma1ager for ~ng in a=rdarre IMth C:lrlstm M.lnidpal Ca:le Sed:im 3.32.030. Failure to titrely fdloothat pra;edure \Mil bar any subsequent I ega action to attack, review, set aside, vdd, or anrll.i their irrp:sition. You ere hereby FURTl-ER NOn RED that yrur right to protest the specified fee:iexa:tims r:x:ES NOT .APPLY to water and seAer <Xlllnedim fees and mpadty c:h:Jlges, nor plcming, zaing, grajing or otrer simla-applicatim ~ng or servire fees in <Xlllnedim IMth this p-qect. I'm r:x:ES IT .APPLY to any fee:lexcdims ct Wlich have "ousl been "ven a NOTICE sirrilar to this or as to Wlich tre statute ct lirritatims has "ousl otrer\Mse "red. "HE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0PLANNING 0ENGINEERING .{._City of Carlsbad JOB ADDRESS . '1 (;..~ Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov SUITEI#/SPACEIIjUN Til l4t-{ OBUILOING OFIRE CT/PROJECT # LOT# #BEDROOMS #BATHROOMS OCC.GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) l\-!)~Of'2-~o-J~ ~ ~l S...7l ~G P-l5T'r-rlL-LG~~~ ~ ~~~{". EXISTING USE M APPLICANT NAME Primary Contact ADDRESS -=5o t~ CITY PHONE~ ADDRESS CITY PHONE GARAGE (SF) PATIOS (SF) CONTRACTOR BUS. NAME -re:.~ -"' f-V' ADDRE~S ...,... ~ '2o:;-z.; CITY BUS. LIC.# 12 7( 2/ KLERS NoD (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 that 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 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}). Workers' Compensation Declaration: I hereby affirm under penally of petjury one of the following declarations: 0 I have and will 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. f:JI have and will maintai~-~~r~rs' compensation.:JP ~~ed. by Section ~700 o~ the L~bor Code, for the .performance of the work for which this permit is issuedJil!.{&!;'r~' compensaf n ,i~rance carrier ~nd policy numberare:lnsuranceCo; r<I'1FJ:;.L.BP:1 I r<-f/': C-{4:$7/lfLt-7) PohcyN~J1"l'""UB.-OtJ '7'2--rr?~· Expiration Date II!""" I 7 This section need not be completed if the permtt is for one hundred dollars ($100) or less. 0 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 to the Workers' Compensation Laws of California. WARNING: coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in D Section 3706 of the code, interest and attorney's 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 Contractofs 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 or improvement is sold wilhin one year of completion, the owner-builder will have lhe burden of proving !hat he did not build or improve for the purpose of sale). contracting with licensed contractors to construct the project {Sec. 7044, Business and Professions Code: The Conlractofs License Law does not apply to an owner of and conlracts for such projects with contractor{s) licensed pursuant to the Contractofs License Law). D 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. DYes 0No 2. 1 (have I have not) signed an application for a building permtt for the proposed work. 3. I have conlracted with the following person (firm) to provide the proposed construction (include name address I phone I contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I conlractors' license number}: 5. I will provide some of the work, but I have contracted {hired) the following persons to provide the work indicated Qnclude name I address I phone I type of work): .MP!loPERTY"""ERSJGN<TU@J I b /{ /h:;,_-_ . Wooo DATE {9-Zr / '7 I certify that! have read the application and state that the above infonnation Is correct and that the infonnation on the plans is accurate. I agree to complywith all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA penn~ is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Eve!}' penntl 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 pennit is not commenced within 180 days from the date of such pennit or if the 1 by such pennit is suspended or abandoned at any time after the work is commenced for a pertod of 180 days (Section 106.4.4 Unifonn Building 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. CERTIFICATE OF OCCUPANCY (Commercial Projects 0 n lyJ 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) \ \J 0 0 '1.. ---:r ~ONTACT NAME OCCUPANT NAME \~1 A..-~ \\/LVV~ ' I \DDRESS I BUILDING ADDRESS ~l'""""'':'-1 ~O\q rto ~t-)o.)~ ?~ lq23 ~ ~-flo..- ~llY STATE ZIP CllY STATE ZIP ,.. t-'nll...-f 11C-1-~SC> Carlsbad CA 9Z...ooq 'HONE ' I FAX sea-s~ -%eou. c L8 l -s =¥1 -"2.2 il!1- :MAIL OCCUPANT'S BUS. LIC. No. / '(_._ 'J i J 7 If f2-~Lrs,.~ ... ~o.~t/1/\ DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. :1.) \ Ull i-'V)L- CONTACT (Listed abov~ ASSOCIATED CB# MAILT • OCCUPANT (Listed above) CONTRACTOR (On Pg. :1.) NO CHANGE IN USE I NO CONSTRUCTION MAIL~OTHER: J!ifi 3 iZ ZtZ-sqq -'00'-o <..A:' CHANGE OF USE I NO CONSTRUCTION LX'12-C:.. ~ l g APPLICANT'S SIGNATURE DATE Ins n ist Permit#: CB161252 Type: Tl Date ll)spection Item 08/23/2016 89 Final Combo 08/23/2016 89 Final Combo 08/19/2016 89 Final Combo 08/16/2016 29 Final Plumbing 08/16/2016 49 Final Mechanical 08/16/2016 89 Final Combo 07/25/2016 17 Interior Lath/Drywall 07/22/2016 17 Interior Lath/Drywall 07/21/2016 17 Interior Lath/Drywall 07/19/2016 14 F ra me/Steei/Bolting/Weldin 07/18/2016 85 T-Bar 07/14/2016 17 Interior Lath/Drywall 07/11/2016 17 Interior Lath/Drywall 07/11/2016 44 Rough/Ducts/Dampers 06/29/2016 21 Underground/Under Floor Thursday, August 25, 2016 COMM Inspector Act Rl py AP Rl Rl Rl py NR py CA MC CA py AP py AP py CA py AP PB PA PB PA py AP IVIWA-1508 SF RETAIL TO RETAIL Comments LATE AM PLEASE/NRR NRR/AM PLEASE AM PLEASE AM PLEASE PER CONTRACTOR. ceiling Page 1 of 1 EsGil Corporation In CJ?artnersliip witli government for r:Bui{aing Safety DATE: 05/26/2016 JURISDICTION: Carlsbad PLAN CHECK NO.: CB16-1252 SET: III PROJECT ADDRESS: 1923 Calle Barcelona Suite 144 PROJECT NAME: Ivivva TI D AP_EJ..ICANT P-<nJRIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. J:gj The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 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: J:gj 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 contacte~ ~)-. ,, Telephone#: Date contacted: (~Y(} O) Email: Mail Telephone Fax In Person J:gj REMARKS: Applicant to slip sheets A 110 and A31 0 set Ill to all set II prior to issuing the permit By: John LeVey EsGil Corporation D GA D EJ D MB D PC Enclosures: 05/23/2016 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In (}!artnersliip witli government for CBui{aing Safety DATE: 05/10/2016 JURISDICTION: Carlsbad PLAN CHECK NO.: CB16-1252 SET: II PROJECT ADDRESS: 1923 Calle Barcelona Suite 144 PROJECT NAME: Ivivva TI r:J APPLICANT ~URIS. ' r:J PLAN REVIEWER r:J 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 for a complete recheck. [ZJ 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. [ZJ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Kent Fahey Telephone#: 800-556-8641 yate conjPcted(S"/ \ 0 (bY(~) Email: rtlpermits@yahoo.com ~ail Aelephone Fax In Person D REMARKS: By: John LeVey EsGil Corporation 0 GA 0 EJ 0 MB 0 PC Enclosures: 05/03/2016 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad CB16-1252 05/10/2016 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: 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 Departments. 2. Bring one corrected set of plans 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. These corrections are in response to items not fully addressed or as the result of information provided, the text in bold print indicates the unresolved issue. 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. 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: • The area of specific alteration, repair or addition must comply as "new" construction. • 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. 7. It is obvious from the plans the restroom servicing the tenant improvement is not disabled accessible, please provide a dimensioned restroom plans showing the restroom to be accessible compliant. The interior width for the restroom is to be 7 feet 4 inches from the side wall of the water closet to the side wall of lavatory 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: 0 Yes 0 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 questions regarding these plan review items, please contact John LeVey at Esgil Corporation. Thank you. EsGil Corporation In <Partnersliip witli (jovemment for c.Bui{aing Safety DATE: 04/12/2016 JURISDICTION: Carlsbad PLAN CHECK NO.: CB16-1252 SET: I PROJECT ADDRESS: 1923 Calle Barcelona Suite 144 PROJECT NAME: Ivivva TI ~PLICANT ~JURIS. 0 PLAN REVIEWER 0 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 for a complete recheck. [8J 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. [8J EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Kent Fahey Telephone#: 800-556-8641 gte co~tacted:tJrf \& (by:Y'G) Email: rtlpermits@yahoo.com t.,Mail ~lepho~ Fax In Person D REMA~Yh. J By: John LeVey EsGil Corporation D GA D EJ D MB D PC Enclosures: 04/04/2016 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad CB16-1252 04/12/2016 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: CB16-1252 OCCUPANCY: M TYPE OF CONSTRUCTION: liB ALLOWABLE FLOOR AREA: SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 03/31/2016 DATE INITIAL PLAN REVIEW COMPLETED: 04/12/2016 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: retail ACTUAL AREA: 1 ,508 STORIES: 1 HEIGHT: unknown OCCUPANT LOAD: 29 DATE PLANS RECEIVED BY ESGIL CORPORATION: 04/04/2016 PLAN REVIEWER: John LeVey 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 the 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. Carlsbad CB16-1252 04/12/2016 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: 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 Departments. 2. Bring one corrected set of plans 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. must be screened and roof penetrations should be minimized (City Policy 80-6). Incorporate this form onto the plans This form can be located at the city website 2. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural support of the 590 # rooftop air handler units. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 3. Water reduction. Show on the plans the following maximum fixture flow rates from Table 5.303.2.3 and Section 5.303.3, as shown below. Revise general notes, plumbing plans, etc. to match. CGC 5.303. MAXIMUM FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE Lavatory faucets-0.5 gpm @60 psi nonresidential Kitchen faucets 1.8 gpm@ 60 psi Metering faucets 0.2 gallons/cycle Water closets 1.28 gallons/flush 4. Hot water supplied to a public use lavatory is limited to a maximum temperature potential of 120 degrees by a device that conforms to ASSE 1070 or CSA B125.3; please provide the manufacturer's listing showing compliance. Detail how this temperature limitation is achieved. The water heater thermostat may not be used for compliance with this Code section. UPC 421.2 Carlsbad CB16-1252 04/12/2016 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 8-202.4: • The area of specific alteration, repair or addition must comply as "new" construction. • 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. 5. Please show compliance with the C8C 118404.2.7 for the sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. 6. It is obvious from the plans the restroom servicing the tenant improvement is not disabled accessible, please provide a dimensioned restroom plans showing the restroom to be accessible compliant. 7. Please correct the paper dispenser for the restroom to be 7 inches minimum and 9 inches maximum from the face of the water closet to the center of the dispenser C8C 118604.7 8. 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 8-904.4.1. 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: D Yes D 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 questions regarding these plan review items, please contact John LeVey at Esgil Corporation. Thank you. Carlsbad CB16-1252 04/12/2016 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: CB16-1252 PREPARED BY: John LeVey DATE: 04/12/2016 BUILDING ADDRESS: 1923 Calle Barcelona Suite 144 BUILDING OCCUPANCY: M BUILDING AREA Valuation PORTION (Sq. Ft.) Multiplier Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance .... ~ Plan Check Fee by Ordinance Type of Review: D Complete Review 0 Repetitive Fee ... Repeats Comments: 0 Other 0 Hourly EsGil Fee Reg. VALUE Mod. [ 0 Structural Only 1-------11 Hr. @ • Sheet of ($) 69,036 69,036 $489.701 $318.311 $274.231 macvalue.doc + W CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.f!ov DATE: 3/31/2016 PROJECT NAME: TENANT IMPROVEMENT PROJECT ID: PLAN CHECK NO: CB161252 SET#: 1 ADDRESS: 1923 CALLE BARCELONA APN: ~ This plan check review is complete and has been APPROVED by the PLANNING Division. By: VERONICA MORONES A Final Inspection by the PLANNING Division is required DYes [Z] No 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. 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 APPROVAL has been sent to: rtlpermits@yahoo.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: FJR~·PffEVENTION ; ·tso~602~4665 ·. D Chris Sexton Chris Glassen 760-602-2784 Greg Ryan 760-602-4663 ~ry.Ryan@carlsbadca.gov D 760-602-4624 Chris.Sexton@carlsbadca.gov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov Veronica Morones 760-602-4619 VaiRay Marshall 760-602-27 41 VaiRay.Marshall@carlsbadca.gov Linda Ontiveros 760-602-2773 Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Veronica.Morones@carlsbadca.gov Linda.Ontiveros@carlsbadca.gQY. Dominic.Fieri@carlsbadca.gov Remarks: SIGNAGE REQUIRES SEPARATE PERMIT AND FEE THROUGH PLANNING DIVISION. Tl OF 1508 SQ FT; NO CHANGE IN BLDG SF, NO ROOF EQIP., NO CHANGE IN PARKING. Shay Even From: Sent: To: Cc: Subject: Good afternoon Kent, Amber Ressmer Wednesday, April 06, 2016 1:48 PM RTLpermits@yahoo.com Building CB161252 IVIVVA CB161252 IVIVVA plan does not require Carlsbad fire Department fire plan review. Thank you, Amber Amber Ressmer Fire Prevention Office Specialist City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008-7314 www .ca rlsbadca .gov p 760-602-4665 I F 760-602-8561 1 STRATFORD ENGINEERING STRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS For IVIVVA Rooftop Unit Verification The Forum at Carlsbad 1923 Calle Barcelona, #144 Carlsbad, CA 92009 PREPARED BY: Stratford Engineering 321 Broadway, 5th Floor New York, New York 10007 DATE: April 22, 2016 723-1280 , STRATFORD ENGINEERING STRUCTURAL ENGINEERS TABLE OF CONTENTS Reference Standards Structure and Site Characteristics PROJECT: 660 Stanford Shopping Center CLIENT: IVIVV A JOB NO: 16007 DATE: 02-29-16 PAGE NO: INITIAL: AZD 1 REVIEW: CH 2 .. ~?..?~.?.P .. ~~~!. ... : ... ~.?~~ ... :Y~.~.i.~~~!.~?~ .............................................................................................................................................................................................................................................................................................................................................. ?.., ... , ..................... ... REFERENCE STANDARDS Abbreviation CBC 10 ASCE 7-05 AISC 360-05 Title California Building Code Minimum Design Loads for Buildings and Other Structures Specification for Structural Steel Buildings, 13th Edition Year 2010 2005 2005 STRATFORD ENGINEERING PROJECT: Ivivva -The Forum at Carlsbad DATE 04/22/16 CLIENT: IVIVV A STRUCTURAL ENGINEERS JOB NO: 16026 STRUCTURE AND SITE CHARACTERISTICS Governing Code Occupancy Category Exposure Category Number of Stories ROOFTOP LOADS Roofing Material + insulation New Unit Weight Existing Joists Span Spacing CBC 10 II B 1 DL w Assume a worst case -Entire load of unit at midspan of one joist dl Max Moment Deflection p M d 20 psf 590 lbs 20.00 ft 2ft 40.00 lb/ft 590.00 1bs@ 10' INITIAL: CH REVIEW: KC Conservative assumption 4,950.00 lbf-ft < Allowable 0.555 OK Unit will be supported by a minimum of two joists, therefore by inspection the existing roof is acceptable for the new unit PAGE NO: 2 ICC-ES Evaluation Report www.icc-es.org I (800} 423-6587 I (562} 699-0543 DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 06 17 33-Wood 1-Joists REPORT HOLDER: STANDARD STRUCTURES INC. 5900 PRUITT AVENUE WINDSOR, CALIFORNIA 95492-8767 (707) 836-8191 www .standardstructures.com steve@standardstructures.com EVALUATION SUBJECT: SSI WOOD I-JOISTS 1.0 EVALUATION SCOPE Compliance with the following codes: • 2009 International Building Code® (2009 IBC) • 2009 International Residential Code® (2009 IRC) • 2006 International Building Code® (2006 IBC) * • 20013 IRtematioRal Re8ifieR#ai Code® (20013 IRC) Properties evaluated: • Structural • Fire resistance 2.0 USES SSI Wood 1-joists are used as floor joists and roof rafters to support code-specified loads. 3.0 DESCRIPTION 3.1 General: SSI Wood 1-joists are structural elements that comply with Section 2303.1.2 of the IBC and Section R502.1.4 of the IRC. The 1-joists are manufactured with MSR or LVL flanges, and oriented strand board (OSB) webs. The lumber flanges and wood structural panel webs are bonded together with adhesive to form an 1-shaped cross section with a constant or single-tapered depth, and are available in sections ranging from 9.5 inches (241 mm) to 30 inches (762 mm) deep. The SSI 1-joists are manufactured in accordance with the requirements of ASTM D 5055 in accordance with Section 2303.1.2 of the IBC. ESR-1991 Reissued February 1, 2011 This report is subject to re-examination in one year. A Subsidiary of the International Code Council® 3.2 Material: 3.2.1 Flanges: The flanges are machine-stress-rated (MSR) lumber or laminated-veneer lumber (LVL). The assigned allowable tension stresses for the MSR flanges are verified in accordance with the procedures set forth in the approved Standard Structures quality control and procedures manual. The MSR lumber is finger jointed in accordance with the specifications in the quality control and procedures manual, and the maximum moisture content at time of fabrication is 16 percent. The L VL flange material complies with the approved Standard Structures quality control and procedures manual. The flanges are available in the following nominal width-by- depth designations: 2-by-2, 3-by-2, 4-by-2, 4-by-3, and 4- by-4. The actual flange dimensions are given in Table 2A. SSI 1-joist model nomenclature differentiates the 1-joists by type of flange using a suffix beginning with an "M ... " for MSR flanges (e.g., SSI 42MXH), and beginning with an "L. .. " for LVL flanges (e.g., SSI 32L). Design values for each SSI 1-joist model are given in Tables 2A and 2B. An additional letter "r" is included in the suffix (e.g., SSI 43Lr and SSI 42MXHr) when the top flange is reinforced with plywood or OSB as described in Section 3.2.1.1. 3.2.1.1 Top Flange Reinforcement (R-chord): The reinforcement material is a strip of Exposure 1, rated plywood or OSB complying with DOC PS-1 or DOC PS-2, as applicable,% inch to 1/2 inch thick (9.5 to 12.7 mm), factory-adhered to the upper surface of the top flange. The strip covers the full width of the top flange for the entire length of the joist. The reinforcement is used in 1-joist applications to prevent splitting of the flange caused by the installation of large-diameter or closely spaced nails. The reinforcement thickness is part of the nominal joist depth but is not included in the 1-joist section properties used in design. The shear, moment, and E! values in Table 2A must be reduced by the multiplication factors in Table 4 when top-flange reinforcement is used. Top flange reinforcement is not used with the 1-joists in Table 2B. 3.2.2 Web: Webs are %-, 7/15-, 15/32-or 1/2-inch-thick (9.5 mm, 11.1 mm, 11.9 mm or 12.7 mm) OSB, Exposure 1, conforming to U.S. DOC Product Standard PS-2. Web-to- web joints are glued to form a continuous web member. 3.2.3 Adhesive: Adhesives used in the SSI 1-joist manufacturing process conform to the requirements of ASTM D 2559, are tested in accordance with ASTM D 7247, and meet the heat durability requirements of ASTM D 5055-0Sa. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright© 2011 * E Page 1 of 10 ESR-,991 Most Widely Accepted and Trusted Page 5 of 10 TABLE 2A-SSI JOIST REFERENCE DESIGN VALUES1'2'3 2'/z" 21/,"' 13/4' 13/4' OVERALL MOMENT<3> SHEAR BEARING BEARING BEARING BEARING El K DESCRIPTION DEPTH (ft-lbf) (lbf) WITH WITHOUT WITH WITHOUT (lbf-in2) (lbf-in/in) (inches) STIFFENERS STIFFENERS STIFFENERS STIFFENERS (lbf) (lbf) (lbf) (lbf) 9.5 4,590 1,500 1,500 1,500 1,500 1,500 260 5.39 11.875 5,945 1,760 1,760 1,600 1,760 1,600 487 6.60 SSI32M 12 6,020 1,775 1,775 1,600 1,775 1,600 499 6.67 21/2' x 11/z" 14 7,160 1,995 1,995 1,600 1,995 1,600 717 7.71 16 8,300 2,215 2,215 1,600 2,215 1,600 979 8.77 MSR Flange 18 9,445 2,440 2,440 1,600 2,440 1,600 1,287 9.84 3/8 -inch 20 10,585 2,660 2,660 1,600 2,660 1,600 1,643 10.91 OSBWeb 22 11,730 2,880 2,880 1,600 N/A N/A 2,048 11.99 24 12,870 3,100 3,100 1,600 N/A N/A 2,504 13.06 26 13,970 3,320 3,320 1,600 N/A N/A 3,013 14.14 9.5 6,515 1,500 1,500 1,500 1,500 1,500 360 5.47 11.875 8,445 1,760 1,760 1,600 1,760 1,600 671 6.69 SSI42M 12 8,545 1,775 1,775 1,600 1,775 1,600 688 6.75 31/z" X 11/z" 14 10,170 1,995 1,995 1,600 1,995 1,600 984 7.81 16 11,790 2,215 2,215 1,600 2,215 1,600 1,338 8.88 MSR Flange 18 13,415 2,440 2,440 1,600 2,440 1,600 1,751 9.95 'fa-inch 20 15,035 2,660 2,660 1,600 2,660 1,600 2,226 11.04 OSB Web 22 16,660 2,880 2,880 1,600 N/A N/A 2,763 12.12 24 18,285 3,100 3,100 1,600 N/A N/A 3,366 13.20 26 19,850 3,320 3,320 1,600 N/A N/A 4,034 14.29 9.5 7,785 1,500 1,500 1,500 1,500 1,500 413 5.47 11.875 10,090 1,760 1,760 1,600 1,760 1,600 702 6.69 SSI42MH 12 10,210 1,775 1,775 1,600 1,775 1,600 719 6.75 31/z" x 11/z" 14 12,150 1,995 1,995 1,600 1,995 1,600 1,029 7.81 16 14,090 2,215 2,215 1,600 2,215 1,600 1,399 8.88 MSR Flange 18 16,030 2,440 2,440 1,600 2,440 1,600 1,831 9.95 'fa-inch 20 17,965 2,660 2,660 1,600 2,660 1,600 2,327 11.04 OSBWeb 22 19,905 2,880 2,880 1,600 N/A N/A 2,889 12.12 24 21,845 3,100 3,100 1,600 N/A N/A 3,518 13.20 26 23,720 3,320 3,320 1,600 N/A N/A 4,218 14.29 9.5 4,525 1,875 1,875 1,735 1,875 1,600 260 7.65 11.875 5,860 2,115 2,115 1,735 2,065 1,735 443 9.39 14 7,055 2,330 2,330 1,750 2,275 1,750 652 10.99 SSI32MX 16 8,175 2,530 2,530 1,750 2,475 1,750 890 12.50 21/z" x 11/2" 18 9,300 2,735 2,735 1,590 2,675 1,590 1,170 14.02 MSR Flange 20 10,425 2,935 2,935 1,590 2690 1,590 1,494 15.55 1/2 -Inch 22 11,545 3,315 3,315 N/A 2690 N/A 1,862 17.08 OSBWEB 24 12,670 3,335 3,335 N/A 2690 N/A 2,276 18.62 26 13,755 3,540 3,540 N/A 2690 N/A 2,739 20.15 28 14,775 3,740 3,740 N/A N/A N/A 3,252 21.68 30 15,790 3,940 3845 N/A N/A N/A 3,816 23.21 9.5 4,525 1,300 1,300 260 7.65 11.875 5,860 1,525 1,525 443 9.39 32MXT 14 7,055 1,725 1,725 652 10.99 21/z" x 11/z" 16 8,175 1,915 1,915 890 12.50 MSR Flange 18 9,300 2,105 2,105 N/A N/A N/A 1,170 14.02 15/32 -inch 20 10,425 2,290 2,290 1,494 15.55 OSBWeb 22 11,545 2,484 2,484 1,862 17.08 24 12,670 2,670 2,670 2,276 18.62 26 13,755 2,860 2,860 2,739 20.15 9.5 6,450 1,735 1,735 1,735 1,735 1,735 360 7.79 11.875 8,355 2,060 2,060 1,735 2,065 1,735 610 9.54 14 10,060 2,350 2,350 1,750 2,275 1,750 895 11.15 SSI42MX 16 11,665 2,620 2,620 1,750 2,475 1,750 1,216 12.68 31/z"X 11/z" 18 13,270 2,895 2,895 1,590 2,675 1,590 1,592 14.22 MSR Flange 20 14,875 3,165 3,165 1,590 2,875 1,590 2,023 15.77 1/2 -Inch 22 16,480 3,440 3,440 N/A 3,075 N/A 2,512 17.32 OSBWEB 24 18,085 3,710 3,710 N/A 3,275 N/A 3,060 18.87 26 19,635 3,985 3,985 N/A 3,475 N/A 3,668 20.42 28 21,090 4,255 4,255 N/A N/A N/A 4,338 21.97 30 22,540 4,530 4,530 N/A N/A N/A 5,072 23.53 9.5 6,257 1,300 1,300 298 7.79 11.875 8,104 1,525 1,525 509 9.54 42MXT 14 9,758 1,725 1,725 750 11.15 31/z" X 11/z" 16 11,315 1,915 1,915 1,024 12.68 MSR Flange 18 12,872 2,105 2,105 N/A N/A N/A 1,346 14.22 15/32-inch 20 14,429 2,290 2,290 1,718 15.77 OSBWeb 22 15,986 2,484 2,484 2,141 17.32 24 17,542 2,670 2,670 2,618 18.87 26 19,046 2,860 2,860 3,150 20.42 For Sl: 1 inch = 25.4 mm, 1ft-lbf = 1.356 N-m, 1 lbf-in2 = 2.87 kN-mm2, 1 in-lbf!in = 4.45 N-mm/mm, 11bf = 4.45N. 1The reference design moment and shear values are for normal duration of load. The appropriate code must be reviewed for duration of load factor adjustments to reference design moment and shear values. Allowable end reaction values are not permitted to be increased for other durations of load. 2Refer to Table 1 for web stiffener detail. 3Moment capacity of the 1-joists, which must not be increased by any code allowed repetitive member use factor. April 25, 2016 City of Carlsbad-Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Re: lvivva the Forum at Carlsbad 1923 Calle Barcelona Carlsbad, CA 92009 Dear Building Official, We are writing in response to the Building Department review of drawings and materials, pertaining to the above mentioned project issued by you on April12, 2016. A response to each of the items contained in the comments is detailed below. For clarity original comments are included in italics. Our response follows each comment in bold. Four (4) full revised set of drawings are included for record with this submission. BUILDING DEPARTMENT COMMENTS: 1. Roof mounted equipment must be screened and roof penetrations should be minimized {City Policy 80-6}. Incorporate this form onto the plans This form can be located at the city website. a. Added detail sheet 'City of Carlsbad Policies and Procedures' to sheet M2.0 2. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural support of the 590 #rooftop air handler units. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. a. Included structural calculations verifying existing roof structure for new roof top unit 3. Water reduction. Show on the plans the following maximum fixture flow rates from Table 5.303.2.3 and Section 5.303.3, as shown below. Revise general notes, plumbing plans, etc. to match. CGC 5.303. For additions or alterations, this only applies to new fixtures. a. Revised baseline water use and 20% water reduction sheets 4. Hot water supplied to a public use lavatory is limited to a maximum temperature potential of 120 degrees by a device that conforms to ASS£ 1070 or CSA 8125.3; please provide the Page 11 manufacturer's listing showing compliance. Detail how this temperature limitation is achieved. The water heater thermostat may not be used for compliance with this Code section. UPC 421.2 a. Revised water baselines use and 20% water reduction forms. Added Watts Temp control device, also showing listed stamp that the Model L111 conforms with ASSE 1070. Revised plumbing fixture schedule, coded plumbing notes, domestic water riser 5. Please show compliance with the C8C 118404.2. 7 for the sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. a. Will comply. Added 118-404.2.7 note on A-610 referencing door 04 (sliding door to BoH office). 6. It is obvious from the plans the restroom servicing the tenant improvement is not disabled accessible, please provide a dimensioned restroom plans showing the restroom to be accessible compliant. a. The drawings show an existing ADA compliant restroom to remain & maintain compliance. A-310 shows a 60" turning clearance along with fixture clearances. It is clear from A-110 that all routes leading to the restroom also have ADA clearances. Dimensions were added to A-310 to confirm clearances. 7. Please correct the paper dispenser for the restroom to be 7 inches minimum and 9 inches maximum from the face of the water closet to the center of the dispenser C8C 118604.7 a. Corrected. The dispenser now shows 9" from center of fixture to front of WC on A-310. 8. 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 118-904.4.1 a. Will comply. Note the cash desk on A-140 has a counter to the left-hand side which will be 36" L x 34" H max. End of revisions. We trust that this information is satisfactory, however if you require any further details please do not hesitate to contact us. Kind regards, Christopher Been, R.A. Kenneth Park Architects Project Manager Page 12 don penn • consulting engineer April 21, 2016 RE: The Forum Carlsbad 1923 Calle Barcelona #144 Carlsbad CA. 92009 To whom it may concern: In response to your review comments for the above mentioned project, we have made the following corrections to the construction documents with written explanation below. All changes ,llave been clouded delta one: MECHANICAL: 1. Comment: Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6) .......... . Response: Added Detail sheet "City of Carlsbad Policies and Procedures" to sheet M2.0 PLUMBING: 3. Comment: Show on the plans the following minimum fixture flow rates from table (5.303.2.3 and section 5.303.3. revise notes, Plumbing Plans, Etc ...... . Response: Revised Baseline Water use and 20% water reduction sheets. 4. Comment: Hot water supplied to a public use lavatory is limited to a max. temp potential of 120 Degrees by a device that conforms with ASSE 1 070 or CSAB 125.3. M30357 635 yYestpor Parkway, Suite 300 Grapevine, Texas 76051 817.41 0.2858 (office) 817.251.8411 (fax) Electrical • Mechanical • Plumbing • Geothermal INDUSTRIAl WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Date ---- Business Name. _ _,\......:'-./=--t::c_'-1-=:L-· ,3!V"_;P..!...__ _____________ :----- Street Address. _ ___.._\ q___!_.?~~~~G='--~-===-___1.!:~=--=--=~=~:::::!...!..""'___:___--~-l.:._L.t_::_Y...__ __ Email Address _ __.c~L-....:,-=-~· ==~lc..!.TS,__..IWa-...~'-~~~~~~.c__.,lW\~~---------"""" PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) D Check all below that are present at your facility: Acid Cleaning lnl< Manufacturing Nutritional Supplement I Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining I Milling Painting I Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Biotech Laboratory (i.e. water filter membranes) Manufacturing Bull< Chemical Storage Metal Casting I Forming Pesticide Manufacturing I Car Wash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing Chemical Etching I Milling Research and Development Film I X-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap I Detergent Manufacturing Industrial Laundry Waste Treatment/ Storage SIC Code(s) (if l<nown): -------------------·---- Brief description of business activities (Production I Manufacturing Operations): _____ _ ----p."'G-Tl' c ";.6. /~us;s Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimate volume of industrial wastewater to be discharged (gal/ day): _______ _ List hazardoil$ wastes generated (type I volume):--------------- Date operation began/or will begin at this location:--------------- Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes No lfyes,when: ___________________ _ Site Contact. ______________ Title ____________ _ Signature Phone No·----~-----.,-- ENCINA WASTEWATER AUTHORITY, 6200 Avenida Encinas Cadsbad, CA 92011 (760) 438-3941·.·.·. FAX: (760) 476-9852 ;. \ SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE \VVP..., OFFICE USE ONLY RECORDID# __________________________________ 1 PLANCHECK# _________________ I BPDATE Telephone# v z-SOR -co \o ~ ~i~q APN# Zip Code Plan File# DOR- The fol owing questions represent the facility's activities, OT the specific project description. PART 1: FIRE DEPARTMENT-H ARDOUS 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: Facilit~ls Square Footage (including proposed project): 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None ofThese. 4. Flammable Solids 8. Unstable Reactives 12. Radioaclives PART II: 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 REQUIRED Project Completion Date: Expected Date of Occupancy: 0 CaiARP Exempt I YES Ng i § I 4. 5. 6. 7. 8. D D 0 0 0 (for new construction or remodeling projects) Is your business listed on the reverse side of this form? (check all that apply). Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? Will your business store or handle carcinogens/reproductive toxins in any quantity? Will your business use an existing or install an underground storage tank? Will your business store or handle Regulated Substances (CaiARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 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 . Date Initials 0 CaiARP Required I Date Initials 0 CaiARP Complete I Date Initials R POLLUTION CONTROL DISTRICT APCD: Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San unt .ca. ov (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 p 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; townhomes; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. r+Excludes garages & small outbuildings.] 1. 2. 3. 4. 5. 6. YES NO 0 .,3 0 ,0 0 .Ia 0 ,,3 0 .a Will the project disturb 160 square feet or more of existing building materials? Will any load supporting structural members be removed? Notification may be required 1 0 working days prior to commencing demolition. (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet www.sda cd.or /i cts/ ermits. df) for typical equipment requiring an APCD permit. (ANSWER 0 IF Q ESTION 51S YES) Will the project or associated construction equipment be located within 1,000 feet of a school bounda Briefly describe proposed project: I I Date 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* APCD COUNTY-HMO APCD COUNTY-HMO APCD . . . A stamp m thiS box onlv exempts businesses from completing or updating a Hazardous Matenals Busmess Plan. Other penmtt1ng reqUirements may still apply . HM-9171 (08/15) County of San Diego -DEH -Hazardous Materials Division ~ ~~~ W 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 worR 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 __ Number of new roof drains? ............................................................................................................. .. f\) r1.\ I l'\;~c::-~ Install/alter water line? .......................... '1. .......... ~.~ .... ¥.:~ ... :.~ .. ~;-;..................................................... ..,Ji,, {' ' ) 0 ~ -.,A, . t~•• -:;::;;- N b f t h at ? I .7 I ~ i\l ~ 0!\) l !Jtlf\,]"1:,.~·~, i urn er o new wa er e ers .................................. .:::.~~ ....................................................... ~ Number of new, relocated or replaced gas outlets? .................................................................... __ Number of new hose bibs? ....................................................................................................... u ••••••••••• 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 project: Number of new amps involved in this project: New Construction: Amps per Panel: Single Phase ............................................................... Number of new amperes_-==--::=--~--- Three Phase ....... 1?.:-Q .. {~9..~ ....................... : Number of new amperes. __ 7L-;.5_, ,.,.1!!:!,.· __ Three Phase 480 ........................................................ Number of new amperes _______ _ N b f f Ale ~t s -rotu ~..rGA:'r\=tJrv\P 1 urn er o new urnaces, , ~-E.~" ................................ ! ........................................... ~ New or relocated duct wort?? .......................................................................... Yes V No __ _ Number of new fireplaces? ................................................................................................................. __ Number of new exhaust fans? ........................................................................................................... . Relocate/install vent? ........................................................................................................................... . Number of new exhaust hoods? ...................................................................................................... .. Number of new boilers or compressors? ........................................................... Number of HP Page 1 of 1 Rev, 03/09 3 /3; 1 !6 ~~· r~o r =-a<AfttY; 1o S:J6(L -1~ r}u ~~ /rff fo C4JAuj 61(_ . 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A:-~t'A Al-lo-~.LA- I , " I Dcv. By Ju/ Vht M- R.H J{/J-v Due? By y N ;{//I- y N y N /1 y N //(//- y N y N y N y N Factor: Date D Done ~one -Mane DOone