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Home My WebLink About2525 El Camino Real; 207; CBC2018-0120; Permit( City of Carlsbad Commercial Permit Print Date: 06/04/2018 Permit No: CBC2018-0120 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Description: Applicant: ROUSE PROPERTIES KYLE GO DAT 2525 El Camino Real, 207 BLDG-Commercial 1563022700 $209,295.00 Work Class: lot#: Reference#: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: FOOTLOCKER: 4,500 SF T.I. RETAIL TO RETAIL Owner: R PI CARLSBAD LP Tenant Improvement 2525 El Camino Real, Ste 137 Carlsbad, CA 92008-1204 619-370-6159 1114 Avenue Of The Americas, Floor 45 New York, NY 10036-7700 214-660-5232 x215232 BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL PLUMBING BLDG COMMERCIAL NEW/ADDITION/REMODEL 581473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $2,195.65 Total Payments To Date: $2,195.65 Status: Applied: Issued: Permit Finaled: Inspector: Final Inspection: Balance Due: 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. Closed -Finaled 02/28/2018 04/13/2018 MColl 6/4/2018 3:20:23PM $0.00 $1,016.50 $711.55 $89.DD $170.DO $55.00 $86.00 $9.0D $58.60 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov [THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0PLANNING 0ENGINEERING 0BUILD1NG DFIRE 0HEALTH DHAZMAT/APCD Building Permit Application Plan Check No.cecJ.GI x ~n IJ. 6 Ccicyof 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value ~ J('\q :..J..'-1 ~.rn Carlsbad Ph: 760-602-2719 Fax: 760-602-8558 Plan Ck. Deposit --, email: building@carlsbadca.gov www.carlsbadca.gov Date ~ I ::i 'x' /IX lswPPP JOB ADDRESS SUITE#/SPACEt/UNIT# I"" 155 2525 El Camino Real 207 -302 -09 -00 CT/PROJECT# I LOT# I PHASE1# I# OF UNITS I# BEDROOMS # BATHROOMS TTENANT BUSINESS NAME I CONST~ TYPE OCC. GROUP 2 1 n/a 1 Footlocker 49 DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) 4,500 SF. Construction of new tenant store to include retail sales space and storage. EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF) lDECKS (SF) FIREPLACE l AIR CONDITIONING I FIRE SPRINKLERS Vacant Suite Retail n/a n/a n/a YES[)t ,ofZI vrn[Z],oD ves[Z],oD APPLICANT NAME KyleGodat PROPERTY OWNER NAME RPI Carlsbad, L.P. Primary Contact ADDRESS ADDRESS 2525 El Camino Real, Ste 100 2525 El Camino Real, Ste 100 CITY STATE ZIP CITY STATE ZIP Carlsbad CA 92008 Carlsbad CA 92008 PHONE IFAX PHONE I FAX 619.370.61.59 760.444.0620 EMAIL EMAIL kyle.godat@rouseproperties.com kyle.godat@rouseproperties.com DESIGN PROFESSIONAL Alan Tomasi CONTRACTOR BUS. NAME TSArchitects ADDRESS ADDRESS 2050 S. Bundy Drive, Ste 225 2050 S. Bundy Drive, Ste 225 CITY STATE ZIP CITY STATE ZIP Los Anaeles CA 90025 Los Anaeles CA 90025 PHONE I FAX PHONE IFAX 310.895.7923 310.895.7901 EMAIL EMAIL atomasi@tsarch.com atomasi@tsarch.com ISTATELIC.C:20180 STATE UC.# I CLASS I CITY BUS. LIC.# C3266174 (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 appllcant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law JChapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exemP.t therefrom, and the basis for the alleged exemption. Any violation of Section 031.5 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 Declaration: I hereby affirm under penalty of perjury one of the following declarations: [Z] 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 pennit is issued. [Z] 1 have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the perfomiance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance co Deasley, Renton & Associates Policy No. SCW0001921801 Expiration Date 1/312019 ~ ~section need not be completed if the permit is for one hundred dollars ($100) or less LJ Certificate of Exemption: I certify that in the performance of the work for which this pem,it is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to crfmlnal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest and attorney's fees. 85 CONTRACTOR SIGNATURE 0AGENT DATE OWNER-BUILDER DECLARATION I hereby affirm that I am exempt from Contractor's Ucense Law for the following reason: D 0 D 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 Professlons Code: The Contractor's License Law does not apply to an owr,er 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 year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am ex.elusively 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 constructlon of the proposed property improvement. 0Yes 0No 2. I (have I 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 I phone I contractors' license number): 4. I plan to provide portions of the work, but l have hired the following person to coordinate, supervise and provide the major work {include name I address I phone I contractors' license number)· 5. I will provide some of the work, but I have contracted (hired) the followin rovide the work indicated (include name I address I phone I type of work): 85 PROPERTY OWNER SIGNATURE 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 hazardous materials registration form or risk manarJement and prevenUon program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account ActJ 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. _k! 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. Fax (760) 602-8560, Email building@carlsbadca.gov or Mall the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CONTACT NAME Kyle Godat ADDRESS 2525 El Camino Real, Ste 100 CITY STATE Carlsbad CA PHONE FAX 619.370.6159 EMAIL kyle.godat@rouseproperties.com DELNERY OPllONS PICKUP: CONTACT (Listed above) CONTRACTOR (On Pg. 1) t MAIL TO: .t CONTACT (Listed above) CONTRACTOR (On Pg. 1) OCCUPANT (Listed above) OCCUPANT (Listed above) ZIP 92008 MAIL/ FAX TO OTHER:----------------- A$ APPLICANT'S SIGNATURE CO#: (Office Use Only) OCCUPANT NAME Footlocker BUILDING ADDRESS 2525 El Camino Real, Ste 207 CITY STATE Carlsbad CA OCCUPANTS BUS. UC. No. ASSOCIATED CB#------------- NO CHANGE IN USE/ NO CONSTRUCTION CHANGE OF USE/ NO CONSTRUCTION DATE ZIP 92008 ' '"' -; q sc'\;, ' ; .) . , . /. :ii·~ PEBMIT INSPECTION HISTORY R~PRT'(CBC2018-0120) . Pcrrnit Type: BLDG-Commercial Application Date: 02/28/2018 Owner: Work Class: Tenant Improvement Issue Dato: 04/13/2018 Subdivision: Status: Closed -Finaled Expiration Date: 11/19/2018 Address: Scheduled Date Actual Start Date 04/16/2018 04/16/2018 04/17/2018 04/17/2018 04/20/2018 04/20/2018 05/23/2018 05/23/2018 06/04/2018 06/04/2018 June 04, 2018 IVR Number: 9806 Inspection Type Inspection No. BLDG-84 Rough Combo(14,24,34,44) 055117-2018 Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-21 Underground/Underf loor Plumbing 055218-2018 Checklist Item BLDG-Building Deficiency BLDG-17 Interior Lath/Drywall 055635-2018 Checklist Item BLDG-Building Deficiency BLDG-85 T-Bar, 058869-2018 Celling Grids, Overhead Checklist !tern BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers BLOG-Final 059879-2018 Inspection Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Inspection Status Primary Inspector ----·--·------ Partial Pass Michael Collins COMMENTS Walls only at Rm. 101-104, 106-107 Not ready. no test Walls only Rm. 101-104, 106-107 Passed Michael Collins COMMENTS Waste to POC, Passed Paul Burnette COMMENTS Passed Michael Collins COMMENTS Passed Paul Burnette COMMENTS R P I CARLSBAD LP CARLSBAD TCT#76-18 2525 El Camino Real , 207 Carlsbad, CA 92008-1206 Re inspection Complete ·----------- Reinspection Passed No Yes No Yes Passed Yes Passed Yes Passed Yes Yes Yes Yes Yes Passed Yes Yes Yes Yes Yes Incomplete Complete Complete Complete Complete Page 1 of 1 DATE: 3/28/2018 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0120 ~ EsG1I A SA~Ebuilt Company SET: II PROJECT ADDRESS: 2525 El Camino Real #207 PROJECT NAME: Carlsbad Mall Tenant Improvement D APPLICANT ~RIS. ~ 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 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 staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contact~Q Telephone#: Date contacted: --c.e}h ~ ) Email: Mail Telephone Fax In Person D REMARKS: By: Jason Pasiut EsGil 3/1/2018 Enclosures: 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 DATE: 3/8/2018 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0120 ~ EsG1I /\ '.)!\Fl bi..,lt Corn;o,111y SETI PROJECT ADDRESS: 2525 El Camino Real #207 PROJECT NAME: Carlsbad Mall Tenant Improvement D APPLICANT ,J6 JURIS. 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. ~ The check list transmitted herewith is for your information. The plans are being held at EsGil 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. ~ The applicant's copy of the check list has been sent to: Kyle Goda! D EsGil staff did not advise the applicant that the plan check has been completed. ~ EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Kyle Goda! Telephone#: 619-370-6159 D ed:3Ftfr.t (b~) Email: kyle.godat@rouseproperties.com ~ail Telephone D REMARKS: By: Jason Pasiut EsGil Fax In Person Enclosures: 3/1/2018 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK#.: CBC2018-0120 OCCUPANCY: M, Sl TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: within SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 2/28/2018 DATE INITIAL PLAN REVIEW COMPLETED: 3/8/2018 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Retail Sales ACTUAL AREA: 4,SOOsf. STORIES: 2 HEIGHT: unchanged OCCUPANT LOAD: 75 DATE PLANS RECEIVED BY ESGIL CORPORATION: 3/1/2018 PLAN REVIEWER: Jason Pasiut This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2016 CBC, which adopts the 2015 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0120 PREPARED BY: Jason Pasiut DATE: 3/8/2018 BUILDING ADDRESS: 2525 El Camino Real #207 BUILDING OCCUPANCY: M, 81 BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier 4500 46.51 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Cb By Ordinance ----------- 1997 UBC Building Permit Fee 1997 UBC Plan Check Fee Type of Review: 0 Repetitive Fee _ ... J Repeats 0 Complete Review D Other D Hourly EsGII Fee Reg. VALUE Mod. D Structural Only 1-------11 Hr. @ • ($) 209 295 209,295 , $1,016.56! $660.761 $579.441 Comments: In addition to the above fee, an additional fee of $90.00 is due (1 hour @ $90.00/hr.) for the CalGreen review. Sheet 1 of 1 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 and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring rl'i.Q corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. • PLANS 1. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal and date plans are signed. California Business and Professions Code. 2. Provide an updated Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: + Occupancy Classification for the entire space updated to M and S 1 (merchantile and storage respectfully). + Occupant load updated as follows: + Merchantile sales area = +/-2240sf I 60 = 37 occupants + Stock room = +/-1535sf I 300 = 6 occupants + 43 total occupants qualifies the space for a single, compliant unisex restroom per CPC 422.2. exception 3. + NOTE: If there is an accessible, centrally located restroom, available to several stores for both genders within 300' of the space than the restroom may be eliminated from the space. CPC 422.4. 3. Provide detail call-outs on the floor plan for the partition details on sheet A-5.02. • ACCESSIBILITY 4. Show a clear width of 44" from the entrance to the accessible restroom. 11 B- 403.5.1 (5). 5. Show a level area, or landing, at the interior of the restroom per Section 11 B- 404.2.4: a) ~60" in the direction of door swing (from the forward approach, pull side of the door inside the restroom). b) ~48" in the direction opposite the door swing (or 44" if doors don't have latches or closers). This appears to be complaint already outside the restroom. • • """ .. • ]I' MIN. I CU:111: "' IEXlt:Rl(Jl OOORS 1r Mlil, CLMR M llll RIOR 000118 1-;f~ I~: L~~---J ------.i==··=·=··~ ~ -------1----4--~ MIN. I PULL 5a {b)MfGAPl'AQIOI 6. Please show at vestibule 3 the required 48" clear dimension between door 106.1 open 90 degrees and the wall supporting the hinges of door 107.1. 11 B-404.2.6. • MECHANICAL 7. Note on sheet A-5.03 that the installation of new mechanical equipment on the roof will meet the seismic design requirements of ASCE 13.2.1 general design, 13.4 anchorage, and applicable section of 13.6 unless exempted by 13.1.4. 8. Provide structural calculations, that show, that the existing structural framing detailed on sheet A-5.03 is sufficient to support the weight of the new RTU being installed. CMC 303.8. NON-RESIDENTIAL GREEN BUILDING STANDARDS (Additions and Alterations) The California Building Standards Commission (BSC) has adopted the Green Building Standards Code 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. 9. 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. 10. Recycling. Note on the plans that a minimum of 65% of construction waste is to be recycled and/or salvaged. CGC 5.408.1. Documentation shall be provided to the enforcing agency which demonstrates compliance. CGC Section 5.408.1.4. 11. 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. 12. 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. Further, note on the plans that the "Systems Manual" shall contain the required features listed in CGC Section 5.410.2.5.1. 13. 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. 14. 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, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.504.4. 15. 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. 16. Pollutant control. Note on the plans that where outdoor areas are provided for smoking, such areas are prohibited within 25' of building entries, windows and outdoor air intakes. Signage shall be posted to inform occupants of the prohibitions. CGC Section 5.504.7. 17. Water reduction. Show on the plans the following maximum fixture flow rates from the table below. Revise general notes, plumbing plans, etc. to match. CGC 5.303. MAXIMUM FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE Water closets 1.28 gallons/flush Lavatory faucets-0.5 gpm @60 psi nonresidential Metering faucets 0.2 gallons/cycle • END OF REVIEW To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: D Yes D No The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Jason Pasiut at Esgil. Thank you. ~ GRIMM. CHEN STRUCTURAL ENGINEE.NG, INC, STRUCTURAL CALCULATIONS G&C Job Number: 18-Footlocker TABLE OF CONTENTS Site Seismic Factors New Roof Unit Anchorage New Unit Support Beam Existing Girder Check p. 1 p. 2-4 p. 5-7 p. 8 Carlsbad Mall, Space 207 Landlord Work Carlsbad, CA RoofUnttAnchorageCalc March 16, 2018 PREPARED FOR: TSArchitects 17500 Redhill Ave., Suite 240 , /Nine , California , 92614 , Tel 949.250.3150 • Fax 949.203.0450 3/15/2018 Design Maps Summary Report ElJSGS Design Maps Summary Report User-Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.17971°N, 117.32689°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III USGS-Provided Output S 5 = 1.104 g S 1 = 0 .425 g SMs = 1.169 g SM1 = 0.670 g S05 = 0.779 g 5 0 1 = 0.447 g For information on how the 55 and 51 values above have been calculated from probabilistic (risk-targeted) and determinist ic ground motions in the direction of maxim um horizontal response, please return to the application and select the "2009 NEHRP'' building code reference document. MC& RespOOSI? Sp,ed rum 1;~!!1 i .:c,., ~'" Ul!i (l !Z (!\t:, ,10;:. (l.,!}t C,'.,; ~ (tl: ,, \1.i:.-:i ~, ~ •J..<11 Q (d,1.1 V, G,i~ Q.JZ '.'.$'. 0.2'+ (>," --- (i, lZ (l(VJ c.,)J (l.C,J C..:.1C ;lfi:i 0.C(J 0.-'XI 100 L:S:I l.~:t I ~<! UKi ~(>..1 Peri~ r (sec) 1"<!!'1<>'.J. I ,'.~it-::) For PGAw TL, CRS, and CR1 values, please view the detailed reQort. Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for t echnical subject-matter knowledge. I https://earthquake.usgs.gov/cn2/designmaps/us/summary.php?template=minimal&latitude=33. 17971000000006&1ongitude=-117 .32688999999999&sit... 1 /1 GRIMM/ /CHEN DATE ENGINEER I o'\" IJ...J l' 5-:I ~-L~~l ..-/..Jf-?, ,, 0 • Li-\ 'I. (.;~, lw\ '1 1 \ ~L,\ +-""'rr t th.;11,1,h-,.. \Jl,J .,... ...-,A;" t..Jf-17 Fj?,, o,k ~ "lp lr [t-rz_ i!-Jl] \J ~.-.,-D, 6v' "\f•Z.•S'° i!['.._.-1.0 \p.,. \,o f!(>~L,.c:, PROJECT NO. PAGE NO. t=p, t>-A;Lo,<c>\(1s\l\·<1f\-t~L,)J , o,4 \.j ~~ . /,.,;;, L' ·•ff;:~,.>.~ o.~(_~.1,~o.t:,\(\,~\·"\"' o.:zk -fy~ "'· A 6,J"-1000\ .. '{:;Do \f-}. . K,.r u=i7~f,(.Ot-\l?'/2;,'i-~~1() hi~ '?\SlP •• . ~ e-y GRIMM/ /CHEN \4..,/ 1.....o (IS-Mm,~.(... -'t'-~ 1-"! ~ w_ = ~-1'1.f'>f)(t,,Cr-= \"l\-='5';1'7f° ,...J 1" : ( 4,.. ... -t"j(l,f-\(~r--\,c;.\'-~r 't = \vi'~ ,l, DATE ENGINEER 'VI,./:: (%~)(11 l, "¥ 11/16<~ ~-:, \k\o~ PRDJECTNO. PAGE NO. ~ M'-'~ lVu·?ilAJ.-ll.'){:11 ~/~/1i.---4"J0 1 +-' ~ -rlw· "1\-...,~ t:t'?cl...,.,"-17" ~ \"ts"\* CJ< s·-y' ~-,~-· vs"-/, - . . ~ -~~ -~ \Ii,,.",;.<,,~ ·~"' G,-(g,,(1qs-"I.*)+ &,i:.,-,,\Jt.-4,\:~f°): \"i-,;.l'L ~"'·l,,tt>•zaio4) .,, ~p ~"''-'~\ l;,.o~.!, ~l'k,.£ ~l/111 . .\ '74~ \ GRIMM/ /CHEN Cv\Ll!'-w fZeoF 41-1.~ Vr'.f l,Ho ;;,~ @"Ml'-'~ DATE ENGINEER e. 7--~ o.t_. PoiA.-Mo"'""°> l. ~ fl">M ~S ~"~ t;;"A"<S.,""l ~.LT,....._~ (_,:,.l."'1,~\(1""-<.J. ~1~ f,,.._\~= 1-z.oqij • • • ·a· • • ~-. ~ .... txt:.= "~ .... ,1~p,';, .ii + l19i --1'2't5"~ ( ~ol \ (7<.,o~:1-~\, ('.ii..o"l l.l \ ls l«t-. 'l PRDJECTNO. PAGE NO. X-- l \/.z_~Jr U>,i. ~ @"Ml>-IC'\~ e:1,Jt ••t.., ~ A-llovWJ> ¥-./.P~ 1"¥oM C.0~ . '-· j GRIMM/ /CHEN DATE ENGINEER tw.[I,, ~ (>.1\\,./ooP PROJECT NO. PAGE NO. e;;- ~ ~ t€\foo f e. W lT ~1,11 wi,.c...~ t..s11.U,tel~r1 °Pl-" I~ v4i,--1,o f<;,f' (1-1.0 IA..-e... wn1 iJ.&."tE. -VVfl,.* 11vt. <ll \,t,~µo,'Je.--" ICfCI~ 1/lt ~+i>,/,W' ~YJ}A Vo.,.: .. J -~ . ..,r:, • ~t-:>:>-"41t} 'llt "'c~\-1·'- c..!,_ ',}kt...." • ?Pc~ ?J. "~. lk"7~ '\ ... ~·,.t, ® Wood~gr~§® COMPANY PROJECT D cl ____ W_o_o_d_W_o_r_ks_®'-----'S_iz_e:..:r ____ s_o_FTW_A_R_E_F_O_R_w_oo_o_o_e_s,_o_• __ _ Beam1 WoodWorks® Sizer 11.1 Page2 Mar. 16, 201813:27 Beam1 Analysis vs. Allowable Stress and Deflection using NDS 2015: Criterion Anal"sis Value Desi-n Value Unit Anal··sis/Deai-n Design Check Calculation Sheet Shear fv . 69 Fv' . "' psi fv/Fv' . 0 .16 WoodWorks Sizer 11.1 Bending[+) fb . 1912 Fb' . 3840 psi fb/Fb' . 0. 50 Live Defl'n 0.46 . L/618 0. 81 . L/360 in 0. 53 Loads: Total Defl'n 1. 57 -L/199 1. 13 -.. L/180 in 0. 90 Load Type Distribution !Pat-Location [ft] Magnitude nit ,m Start End Start End Additional Data: Loadl Dead Full Area 15.00(3.00') sf FACTORS: F/1!:(psi)CD CM Ct CL CV Cfu c, Cfrt Notes Cn*Cvr LC# Load) Roof constr. Partial Area 0. 05 8 .25 20.00(3.00') sf Fv' 265 1. 60 1. 00 1.00 --- -1. 00 1. 00 1. 00 3 Load4 Roof cons tr. Partial Area 17. BS 26. 05 20.00(3.00') sf Fb'• 2400 1. 60 1. 00 1.00 1. 000 1. 000 1. 00 l. 00 l. 00 1.00 -5 Loads Dead Partial UDL 8.25 17.85 104. 0 104. 0 lf Fcp' 650 -1. 00 1.00 -- - -1. 00 --- Load6 Earthquake Partial UDL 8.25 17.85 69. 0 69 .0 lf Load7 Wind C&C Partial UDL 8.25 17.85 204. 0 204 .0 lf E' 1.8 million 1. 00 1.00 - ---1. 00 - -3 Eminy' 0.85 million 1. 00 1.00 -- --1. 00 --3 Loa dB Wind C&C Full Area 16.00(3.00') sf CRITICAL LOAD COMBlNAT10NS: Self-weioht Dead Full 1JDL 10.8 lf Shear ' LC 113 . D+.75(Lr+.6W), v max . 2315, v design . 2156 lbs Bending{+): LC i15 .. D+.6W, M • 1866"7 lbs-ft Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths {In) : Deflection: LC #3 = D+.15(Lr+.42W) (live) LC 113 = D+.15(Lr+.421'l) (total) 26.095' ' I D=dead L•.-live S"'snow W"'wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output I Load combinations: ASCI!: 1-10 I IBC 2015 CALCULATIONS: I 2~ O' Deflection: EI o 1582e06 lb-in2 "Live" deflection -' Deflection from all non-dead loads n1ve, wind, snow .) Total Deflection= 1.50(Dead Load Deflection) + Live Load Deflection. Unfactored: Dead 1227 1227 Wi-nd 1605 1605 Roof Live "' 492 Earthguak 331 331 Factored: Total 2318 2316 Bearing: Capacity Beam 2318 2318 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2015), the National Design Specification (NDS 2015), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Glutam design values are for materials conforming to ANSI 117-2015 and manufactured in accordance with ANSI A190.1-2012 4. GLULAM: bxd = actual bfeadth x actual depth. 5. Glulam Beams shall be laterally supported according to the provisions of NOS Clause 3.3.3. Support 2496 2496 6. GLULAM: bearing length based on smaller of Fcp(tenslon), Fq:i(comp'n). Des ratio Beam 1. 00 1. 00 Support 0.93 0. 93 Load comb '3 '3 Length 1.14 1.14 Min req'd 1.14 1.14 Cb 1. 00 l. 00 Cb min 1. 00 1. 00 Cb support 1.12 1.12 Fco SUD 625 625 Glulam-Unbal., West Species, 24F-V4 DF, 3-1/8"x15" 10 larninatJons, 3-1/8" maximum width, Supports: All-Timber-soft Beam. D.F!r-L No.2 Total length: 26.1 '; Clear span: 25.905'; volume = a.Seu.fl. Lateral support: top= full, bottom= at supports; (if) WoodyVgr~~® COMPANY PROJECT [] LI ~~~-Vtl_o_o_d_Vtl~o_rk_s_®~S_iz~e_r~~~~so_F_TW~A_R_E_F_O_R_w_o_o_o~oE_s_1_GN~~~__, Beam1 WoodWorks® Sizer 11.1 Page 2 Mar. 16, 2018 13:28 Beam1 Analysis vs. AJlowable Stress and Deflection using NOS 2015: Design Check Calculation Sheet Criterion Analvsis Value Des ion Value Unit Analusis/Desinn Shear fv • 37 Fv' . 238 psi fv/Fv' -0.15 WoodWorks Sizer 11. f Bending(+) fb . 1025 Fb' . 2160 psi fb/Fb' . 0. 47 Loads: Bending(-) fb . 671 Fb' = 1122 psi fb/Fb' . 0.60 Live Defl 'n -0. 67 . L/466 0. 87 '" L/360 in 0. 77 Load Type Distribution Pat-Location [ft] Magnitude n1' Total Defl 'n -0.23 -<L/999 1. 73 . L/180 in 0.13 em Start End Start End Loadl Dead FUll A.rea 15.00(3.00') sf Additional Data: Load5 Dead t'artial lTDL 8.23 17. 83 104. 0 104.0 lf FACTORS: F/E(psi)CD CM C, cc CV Cfu c, Cfrt Notes Cn*Cvr LC, Load6 Earthquake Partial UDL 8.25 17. 85 -69. 0 -69. 0 lf Fv' 255 0. 90 l. 00 1.00 --- -l. 00 1. 00 l. 00 l Load7 Wind C&C Partial UDL 6.25 11. as 204.o -20~.o lf Fb'• 2400 0. 90 1. 00 1.00 l. 000 1. 000 1. 00 l. 00 1. 00 1. 00 -l Load8 Wind C&C Full Area H.00(3.00') " Fb'-1850 1. 60 l. 00 l. 00 0. 37 9 1. 000 1. 00 l. 00 1. 00 1. 00 -2 Self-weiaht Dead F\111 UDL 10. a lf E'cp' 650 -1. 00 1.00 ----l. 00 ---,. LS million 1. 00 1.00 - ---l. 00 --2 Maximum Reactions (lbs), Bearing Capacities {lbs) and Bearing Lengths (In): Eminy' 0.85 million 1. 00 1. 00 - ---1. 00 --2 CRITICAL LOAD COMBINATIONS: ' 26.05' I Shear ' LC #1 . D only, V max . 1224, V design . 1153 lbs Bending ( 1-) : LC Ill "' D only, M • 10006 lbs-ft I Bending (-) : LC 112 . , 61}+, 6W, M• 6552 lbs-ft Deflection: LC #2 -.6D1>.42W {live) J, 2t• LC Ill . D only [ total) D"-'dead L=live S=snaw W=wind I=impact Lr=raaf live Lc~cancentrated E=earthquake All LC's are listed in the Analysis output Un factored: Load combinations: ASCE 7-10 I IBC 2015 Dead 1226 1226 CALCULATIONS: Wind -2697 -2700 Deflection: EI = 1582e06 lb-in2 Earthquak -331 -332 "Liven deflection = Deflection from all non-dead loads (live, wind, snow ... ) Factored, Total Deflection= l.50(Dead Load Deflection} • Live Load Deflection . Uplift -883 -885 Lateral stability(-): Lu= 26.00' Le~41,81' RB=29.1; Lu based an full span Total 1226 1226 Bearing: Capacity '·= 1226 1226 Support 1320 1320 Des ratio ,.-l. 00 1. 00 Support 0.93 0. 93 Load comb #1 #1 Length 0. 60 0. 60 Hin req'd 0.60 0. 60 Design Notes: 1. \NoodWorks analysis and design are in accordance with the ICC lntemalional Bui/ding Code (IBC 2015), the National Design Specification (NDS 2015), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Glulam design values are for materials confonning to ANSI 117*2015 and manufactured in accordance with ANSI A190.1-2012 4. GLULAM: bxd = actual breadth x actual depth. 5. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 6. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). Cb 1. 00 l. 00 Cb min 1. 00 l. 00 Cb support 1.12 1.12 Fc,.., sun 625 625 Glulam-Unbal., WDst SpDCiDB, 24F-V4 OF, 3-1/8"x1!i" 10 laminations, 3-118" maximum wldth, Supports: All -limber-soft Beam, D.Fir-L No.2 Total length: 26.05'; Clear span: 25.95': volume: 8.5cu.ft. Lateral support: top: full, bottom= at supports; GRIMM/ /CHEN DATE ENGINEER Ar-< :;d h(i,;I;. 1t;09f V l,-• \ ~ y (.WLA,, /Pl ~ ~t.J. \ vi,~ I 'lf(;f ~P1l-.. (\1rt1'1-)&~ \, 1-', t,oO .. WLlli"' ~o{A PROJECT ND. PAGE ND. \J " I 70 v4 ,,al rr ,,_ /51/i-pf;}" .f t,t,i1J. ~ J ~ ~ r~ L,-1,\,n.1tr ~~ ~VHIA l.e\vi.ttr t~ ~ - ct, OFFICE USE ONLY SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE RECORDID# ___________________ 1 PLAN CHECK#------------------1 BP DATE P!]ject Address 'olS d-5 APN# Mailing Address 1::)...5,-~t:; Plan File# rO-(o\ The fo lowing questions represent the facility's activities, NOT the specific pro1ect 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: Facility's 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 of These. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION (HMD): 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: YES j' (for new construction or remodeling projects) 1. D Is your business listed on the reverse side of this form? (check all that apply). 2. D Will your business dispose of Hazardous Substances or Medical Waste in any amount? 3. D Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 ounds and/or 200 cubic feet? 4. D ill your business store or handle carcinogens/reproductive toxins in any quantity? 5. D ill your business use an existing or install an underground storage tank? 6. D ill your business store or handle Regulated Substances (CalARP)? 7. D ill your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 8. D ill your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or realer than 1,320 allons? California's Above round Petroleum Stora e Act . 0 CalARP Exempt I Date Initials D CalARP Required I Date Initials 0 CalARP Complete I Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCDj: Any YES' answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcdcomp@sdcounty.ca.qov (858) 586-2650). [*No stamp required if Q1 Yes and 03 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; townhomes; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. rExcludes garages & small outbuildings.J YES NO 1. .,E!I" D Will the project disturb 160 square feet or more of existing building materials? 2. g 1 ..,0"' Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 3. U' D (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance P Technician? 4. D (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 1 O working days prior to commencing asbestos removal. 5. D [{' Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdapcd.org/info/facts/permits.pd0 for typical equipment requiring an APCD permit. 6. 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: Briefly describe proposed project: 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 APCO COUNTY-HMO APCD *A stamp 1n this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other perm1tt1ng requirements may still apply. HM-9171 (08/15) County of San Diego -DEH -Hazardous Materials Division LIST OF BUSINESSES WHICH REQUIRE REVIEW AND APPROVAL FROM THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION Check all that apply: AUTOMOTIVE D Battery Manufacturing/Recycling D Boat Yard D Car Wash D Dealership Maintenance!Painting D Machine Shop D Painting D Radiator Shop D Rental Yard Equipment D Repair/Preventive Maintenance D Spray Booth D Transportation Services D Wrecking/Recycling CHEMICAL HANDLING D Agricultural supplier/distributor D Chemical Manufacturer D Chemical Supplier/Distributor D Coatings/Adhesive D Compressed Gas Supplier/Distributor D Dry Cleaning D Fiberglass/Resin Application D Gas Station D Industrial Laundry D Laboratory D Laboratory Supplier/Distributor D Oil and Fuel Bulk Supply D Pesticide Operator/Distributor CHEMICAL HANDLING D Photographic Processing D Pool Supplies/Maintenance D Printing/Blue Printing D Road Coatings D Swimming Pool D Toxic Gas Handler D Toxic Gas Manufacturer METAL WORKING 0Anodizing D Chemical Milling/Etching D Finish-Coating/Painting D Flame Spraying D Foundry D Machine Shop-Drilling/Lathes/Mills D Metal Plating D Metal Prepping/Chemical Coating D Precious Metal Recovery D Sand Blasting/Grinding D Steel Fabricator D Wrought Iron Manufacturing AEROSPACE D Aerospace Industry D Aircraft Maintenance D Aircraft Manufacturing OTHERS AND MISCELLANEOUS D Asphalt Plant D Biotechnology/Research D Chiropractic Office D Co-Generation Plant D Dental Clinic/Office D Dialysis Center D Emergency Generator D Frozen Food Processing Facility D Hazardous Waste Hauler D Hospital/Convalescent Home D Laboratory/Biological Lab D Medical Clinic/Office D Nitrous Oxide (NOx) Control System D Pharmaceuticals D Public Utility D Refrigeration System D Rock Quarry D Ship Repair/Construction D Telecommunications Cell Site D Veterinary Clinic/Hospital D Wood/Furniture Manufacturing/Refinishing ELECTRONICS D Electronic Assembly/Sub-Assembly D Electronic Components Manufacturing D Printed Circuit Board Manufacturing NOTE: THE ABOVE LIST INCLUDES BUSINESSES, WHICH TYPICALLY USE, STORE, HANDLE, AND DISPOSE OF HAZARDOUS SUBSTANCES. ANY BUSINESS NOT INCLUDED ON THIS LIST, WHICH HANDLES, USES OR DISPOSES OF HAZARDOUS SUBSTANCES MAY STILL REQUIRE HAZARDOUS MATERIALS DIVISION (HMD) REVIEW OF BUSINESS PLANS. FOR MORE INFORMATION CALL (858) 505-6880. LIST OF AIR POLLUTION CONTROL DISTRICT PERMIT CATEGORIES Businesses, which include any of the following operations or equipment, will require clearance from the Air Pollution Control District. CHEMICAL 47-0rganic Gas Sterilizers 32 -Acid Chemical Milling 33 -Can & Coil Manufacturing 44 -Evaporators, Dryers & Stills Processing Organic Materials 24 -Dry Chemical Mixing & Detergent Spray Towers 35 -Bulk Dry Chemicals Storage 55 -Chrome Electroplating Tanks COATINGS & ORGANIC SOLVENTS 27 -Coating & Painting 37 -Plasma Arc & Ceramic Deposition Spray Booths 38 -Paint, Stain & Ink Mfg 27 -Printing 27 -Polyester Resin/Fiberglass Operations METALS 18 -Metal Melting Devices 19-0il Quenching & Salt Baths 32 -Hot Dip Galvanizing 39 -Precious Metals Refining ORGANIC COMPOUND MARKETING (GASOLINE. ETC) 25 -Gasoline & Alcohol Bulk Plants & Terminals 25 -Intermediate Refuelers 26 -Gasoline & Alcohol Fuel Dispensing COMBUSTION 34 -Piston Internal -Combustion Engines 13 -Boilers & Heaters (1 million BTU/hr or larger) 14 -Incinerators & Crematories 15 -Burn Out Ovens 16 -Core Ovens 20 -Gas Turbines, and Turbine Test Cells & Stands 48 -Landfill and/or Digester Gas Flares ELECTRONICS 29 -Automated Soldering 42 -Electronic Component Mfg FOOD 12 -Fish Canneries 12 -Smoke Houses 50 -Coffee Roasters 35 -Bulk Flour & Powered Sugar Storage SOLVENT USE 28 -Vapor & Cold Degreasing 30 -Solvent & Extract Driers 31 -Dry Cleaning ROCK AND MINERAL 04 -Hot Asphalt Batch Plants 05 -Rock Drills 06 -Screening Operations 07 -Sand Rock & Aggregate Plants 08 -Concrete Batch, CTB, Concrete Mixers, Mixers & Silos 10 -Brick Manufacturing OTHER ~asive Blasting Equipment 03 -Asphalt Roofing Kettles & Tankers 46 -Reverse Osmosis Membrane Mfg 51-Aqueous Waste Neutralization 11 -Tire Buffers 17 -Brake Debonders 23 -Bulk Grain & Ory Chemical Transfer & Storage 45 -Rubber Mixers 21 -Waste Disposal & Reclamation Units 36 -Grinding Booths & Rooms 40 -Asphalt Pavement Heaters 43 -Ceramic Slip Casting 41 -Perlite Processing 40-Cooling Towers -Registration Only 91 -Fumigation Operations 56 -WNTP (1 million gal/day or larger) & Pump Station NOTE: OTHER EQUIPMENT NOT LISTED HERE THAT IS CAPABLE OF EMITTING AIR CONTAMINANTS MAY REQUIRE AN AIR POLLUTION CONTROL DISTRICT PERMIT. IF THERE ARE ANY QUESTIONS, CONTACT THE AIR POLLUTION CONTROL DISTRICT AT (858) 586-2600. HM-9171 (08/15) County of San Diego -DEH -Hazardous Materials Division