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Home My WebLink About2236 Rutherford Rd; 115; CBC2018-0489; PermitPrint Date: 08/19/2019 Job Address: Commercial Permit (City of Carlsbad Permit No: CBC2018-0489 PermitType: 2236 Rutherford Rd, 115 BLDG-Commercial 2120612600 Work Class: Tenant Improvement Status: Closed -Expired Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Description: Applicant: TRIVISTA INC JOSH GIBBS 116 Market Pl $ 334,872.00 SYN ERG EYES SYNERGEYES: 7,200 SF T.I. Escondido, CA 92029-1352 760-294-0277 FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) Lot#: Reference #: Construction Type Bathrooms: Orig. Plan Check#: Plan Check#: Owner: A AND M CAP RE RC P LLC 2236 Rutherford Rd CARLSBAD,CA 92008 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL PLUMBING BLDG COMMERCIAL NEW/ADDITION/REMODEL SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL DEV2017-0243 Total Fees: $ 2,990.19 Total Payments To Date : $ 2,990.19 Applied: 08/27/2018 Issued: 09/28/2018 Permit Finaled: Inspector: MColl Final Inspection: Contractor: TRI VISTA INC 116 Market Pl Escondido, CA 92029-1352 760-294-0277 Ba la nee Due: AMOUNT $1,460.25 $1,022.18 $89.00 $170.00 $55.00 $86.00 $14.00 $93.76 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees /exactions DOES NOT APPLY to water and sewer connection fees and capacity changes1 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. Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov 1'1'iE FOLL1'NING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE, □PLANNING □ENGINEERING □BUILDING □FIRE □HEALTH OHAZMAT/APCD I {city of Building Permit Application Plan Check Noao/~'1/"\f Jr-()<..fJ{9 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value ,fJ ';l,?J-1, q 1---i... - Carlsbad Ph: 760-602-2719 Fax: 760-602-8558 Plan Ck. D!!poslt - email: building@carlsbadca.gov www.carlsbadca.gov Date Y J ;;;i_ ";J, //)( JOB ADDRESS SUITE#/SPACEt/UNIT# l"N 212 2236 Rutherford Rd 115 -061 -26 -00 CT/PRvJECT# I LOT# I PHASE# 1#oFu 1 N11:, l*seo~;s #SA1HROOMS I TENANT BUSIN-NAME I CON~~;" I -" ;ou, 4 SynergEyes DESCRIPTION OF WORK: Include Square FHt of Affr,cted Area(s) Commercial Tenant Improvement for new business office in existing vacant office space. New interior partition walls, new MEPs, and new rooftop Skylights proposed, ± 7,200 SF scope of work EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPLACE IAIR CONDITIONING I FIRE SPRINKLERS B • Office (vacant) B • No Change NA NA NA YESQ No(I] YESIZ]No □ YESIZ]No□ APPLICANT NAME Josh Gibbs PROPERTY OWNER NAME Alvarez & Marshal Capital RE, LLC Primary Contact ADDRESS ADDRESS 116 Market Place 2276 East Maple Ave CITY STATE ZIP CITY STATE ZIP Escondido CA 92029 EISeaundo CA 90245 PHONE I FAX PHONE I FAX 760,294.0277 760,294.0278 310.975.2661 EMAIL EMAIL josh@trivistacorp.com mvelarde@amcapitalre.com DESIGN PROFESSIONAL ( same as above ) CONTRACTOR BUS. NAME TriVista. Inc ADDRESS ADDRESS 116 Market Place CITY STATE ZIP CITY STATE ZIP Escondido CA 92029 PHONE PHONE I FAX 760.294.0277 !FAX 760,294.0278 EMAIL EMAIL jessica@trivistacorp.com I STATE UC.# STATE LIC.# ICLASS B I CITY BUSBLOS1226286 68561 (Sec. 7031.5 Busmess and Professions Code: Any City or County which requires a permit to.construct, alter, improve. demohsh or repair any structure, pnorto 1ts 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 w1th Section 7000 of D1vis1on 3 of the B_usmess and Professions Code! or Olathe is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any apphcant for a permit subJects the applicant to a civil penalty of not more than five hundred dollars {$5001). " WQRtKl!!RS' COMPEl\l'.SAT'EON Worken' Compensation Declaration: / hereby affirm under penalty of perjury 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 lssued. 0 I have and wtll maintain workers' compensation, as reQuired by Section 3700 of the labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. Zenith Insurance Company Policy No. Z127364803 Expiration Date 9111118 ~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 permit is issued, I shall not employ any person in any manner so as lo become subject to the Workers' Compensation laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as for In Section 3706 of the labor code, interest and attorney's fees. 2S CONTRACTOR SIGNATU I hereby affirm that I am exempt from Contractor's License Law for the following reason: □ □ □ \, as owner of the property or my employees wth wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one 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 exctusive!y 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 thls reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Oves Oo 2. I (have I have not) s~ned an application for a building perm1l 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 I have hired the following person to coordinate, supervise and provide the major work (include name I address/ phone I contr~ors' license number): 5. I will provide some of the work, butt have contracted (hired) the following persons to pro~ide the work indicated (include name/ address I phone I type of work): 2S PROPERTY OWNER SIGNATURE □AGENT DATE ,,,, ~ '*""'"'" -1 ~, ~ -., ,~ ~ ,~, ~" w.-_,, me;w:;=•~""" 'e -~ "'"'~"!"!n" 0 "" -"'"="' ", -"'~"" ~1 '""',, ,,,,~--~ ~ r""'<W COMPLETE THU $ECTIOl!l FOR: l!il'C:U.l•RES:IDENTF.IU. 81.ULIHlll'G l>ERIIIUTS Ol!llY' '1 ~ 1 ~ a , ~ 1" 1 ~ ~ ~/4 _ c,<£ Is the applicoot or future buildirg occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? □ Yes □ No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? □ Yes □ No ls the facility to be constructed within 1,000 feet of the outer boundary of a school site? □ Yes □ No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there IS a construction lending agency for the performance of the work this permit 1s ISSUed (Sec. 3097 (i) Civil Code). lender's Name lender's Address I certify that I haw read the application and state lhatthe abow lnfoonatlon lsconectancl that the Information on the plans Is aa:urate. I agree to comply with all Chy ordinances and State laws relating to building oonstructlon. I hereby aulhollze represe,Jlaive cithe Cily ci Calsbad to enlerupoo the-., rnenlioned property for inspeclon puiposes. I ALSO AGREE TO SAVE, INIJEM'llFY AND KEEP HARM.ESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGt.ENTS, COSTS AND EXPENSES v'MICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA pemit ii l8qlftd forexcMlioos Mf 5U' deep and delrdiion or oonslrudion ci studures Mf 3 stories in height. EXPIRATION: EY81Y pemit osued by the Buidng Official ender lhe pro,isions ci lho Code shal expre by IITTilalion and become rd and void I the bulking or 1Mll1< aulhorized by such permit is not comr,nced wilhr, 180 days from the date cisuch pemit orWlhe bu · or1Mll1< aulhorized by such perrri1 osuspended or -ed at any tirre ater the 1Mll1< is comr,nced for a period ci 180 days (Section 106.4.4 Lnlam Buldng Code) LS APPLICANT'S SIGNATU DATE PERMIT INSPECTION HISTORY REPORT (CBC2018-0489) Permit Type: BLDG-Commercial Application Date: 08/27/2018 Owner: AAND M CAPRE RC P LLC Work Class: Tenant Improvement Issue Date: 09/28/2018 Subdivision: CARLSBAD TCT#81-10 UNIT#01 Status: Closed -Expired Expiration Date: 06/10/2019 Address: 2236 Rutherford Rd , 115 Carlsbad, CA 92008 IVR Number: 13475 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready, check clearances & lighting No attachment BLDG-14 Minor pick up Yes Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 11/20/2018 11/20/2018 BLDG-85 T-Bar, 076679-2018 Passed Michael Collins Complete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency 2nd floor. Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 12/10/2018 12/10/2018 BLDG-Final 078172-2018 Failed Michael Collins Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No August 19, 2019 Page 3 of 3 , PERMIT INSPECTION HISTORY REPORT (CBC2018-0489) Permit Type: BLDG-Commercial Application Date: 08/27/2018 Owner: AAND M CAPRE RC P LLC Work Class: Tenant Improvement Issue Date: 09/28/2018 Subdivision: CARLSBAD TCT#81-10 UNIT#01 Status: Closed -Expired Expiration Date: 06/10/2019 Address: 2236 Rutheliord Rd , 115 IVR Number: 13475 Carlsbad, CA 92008 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency Lower walls at Restroom, server, shower Yes and Upper walls at Office 5-10 & Exect. Off. BLDG-Building Deficiency Open office #2 Yes BLDG-24 075177-2018 Passed Michael Collins Complete Rough/Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency Walls only at Lower level shower, server & Yes restroom, upper level restrooms BLDG-34 Rough 075331-2018 Partial Pass Michael Collins Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Walls only at Lower restroom, server, Yes shower room and upper restrooms. BLDG-Building Deficiency Partial wall receptacles only, at Office 5-10 Yes & Executive only. 11/13/2018 11/13/2018 BLDG-17 Interior 075925-2018 Passed Michael Collins Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency restroom, server, shower and west offices Yes BLDG-Building Deficiency Lower walls at Restroom, server, shower Yes and Upper walls at Office 5-10 & Exect. Off. BLDG-Building Deficiency Open office #2 Yes 11/15/2018 11/15/2018 BLDG-85 T-Bar, 076206-2018 Failed Michael Collins Reinspection Complete Celling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready, check clearances & lighting No attachment 11/16/2018 11/16/2018 BLDG-85 T-Bar, 076313-2018 Cancelled System Administrator Reinspection Complete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready, check clearances & lighting No attachment 11/19/2018 11/19/2018 BLDG-85 T-Bar, 076397-2018 Passed Michael Collins Complete Ceiling Grids, Overhead --------------------------------------------------August 19, 2019 Page 2 of 3 PERMIT INSPECTION HISTORY REPORT (CBC2018-0489) Permit Type: BLDG-Commercial Application Date: 08/27/2018 Owner: AAND M CAPRE RC P LLC Work Class: Tenant Improvement Issue Date: 09/28/2018 Subdivision: CARLSBAD TCT#81-10 UNIT#01 Status: Closed -Expired Expiration Date: 06/10/2019 Address: 2236 Rutherford Rd , 115 IVR Number: 13475 Carlsbad, CA 92008 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 10/10/2018 10/10/2018 BLDG-21 072492-2018 Partial Pass Michael Collins Reinspection Incomplete Underground/Underf Joor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial waste at Mop, Restroom & Shower. Yes Leak at POC. BLDG-34 Rough 072733-2018 Partial Pass Michael Collins Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial wait receptacles only, at Office 5-10 Yes & Executive only. 10/15/2018 10/15/2018 BLDG-21 072876-2018 Passed Michael Collins Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Waste POC ok Yes BLDG-Building Deficiency Partial waste at Mop, Restroom & Shower. Yes Leak at POC. 10/17/2018 10/17/2018 BLDG-84 Rough 073268-2018 Passed Paul Burnette Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 10/25/2018 10/25/2018 BLDG-14 07 4306-2018 Partial Pass Michael Collins Re inspection Incomplete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Lower floor, Open Office #2 wall only. Yes BLDG-17 Interior 074210-2018 Partial Pass Michael Collins Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Lower walls at Restroom, server, shower Yes and Upper walls at Office 5-1 O & Exec!. Off. 11/05/2018 11/05/2018 BLDG-17 Interior 075176-2018 Partial Pass Michael Collins Reinspection Incomplete Lath/Drywall August 19, 2019 Page 1 of 3 PROJECT NAME Synergy Eyes T.I. ADDRESS 2236 Rutherford Rd. Carlsbad, Ca. ARCHITECT ENGINEER CONTRACTOR Trivista, Inc. Trivista, Inc. Trivista, Inc. INSPECTION REPORT INSPECTION □ □ □ □ □ CONCRETE REINF. STEEL MASONRY P.T. CONCRETE FIELD WELDING MATERIAL IDENTIFICATION CONC. MIX NO. & lb/in2 GROUT MIX NO. & lb/in2 MORTAR TYPE & lb/in2 REINF. STEEL GR./SIZE STRUCTURAL STEEL OTHER Mark Norry Const. 0 SHOP WELDING HIGH-STRENGTH BOLT INSPECTION DATE 10·18•2018 0 BATCH PLANT MASONRY BLOCK ------------ PLAN FILE/OTHER 0 EXP. ANCHOR OTHER BLDG. PERMIT/OTHER CBC2018-0489 OTHER Epoxy all thread rods MATERIAL SAMPLING 0 CONCRETE O MORTAR O GROUT 0 FIREPROOFING O MASONRY BLOCK 0 REINFORCING STEEL O STRUCTURAL STEEL 0 BOLTS O OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES. I observed the epoxy process of 1-1/8" all thread rods into the (E) concrete as noted below. Epoxy product: Simpson SET XP, #N1000020797, exp. 08/20. Locations: (2) all thread rods at each of (6) proposed HFX 24x12 Hardy Frames. Hole diameters: 1-1/4". Effective embedment: 24" per det. B/S1 .2. Note: All holes were drilled with a rotary hammer drill and carbide tipped bit, then brushed with a nylon brush and blown out with compressed air until dust free prior to injecting the epoxy. The entire procedure meets or exceeds plan details and ESR-2508 requirements. No discrepancies were observed or noted. All work is subject to City of Carlsbad approval. Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME Craig Bechtel -------------- CERTIFICATION NO. ICC 5265295 -------------SIGNATURE_~~----- April 16, 2019 TRJVISTA INC ATTN: JOSH GIBBS 116 MARKET PL ESCONDIDO, CA 92029-1352 RE: BUILDING PERMIT EXPIRATION PERMIT TYPE: BLOG-Commercial, Tenant Improvement Ccityof Carlsbad PERMIT NUMBER: CBC2018-0489 ISSUE DATE: 09/28/2018 ADDRESS: 2236 Rutherford Rd, Suite 115 Carlsbad, Ca 92008-8836 Our records Indicate that your building permit will expire by limitation of time on 05/20/2019. 18-04-030 Section 105-5 amended -Expiration: Every permit issued by the Building Official under the provisions of this code shall expire by limitation and berom e null and void if the building or work authorized by such permit is not commenced within 180 calendar days from the date of such perm it, or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of 180 calendar days, or if the building or work authorized by such permit exceeds three calendar years from the issuance date of the permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the Building Official within 180 calendar days of the date of permit issuance. Work shall be presumed to be stopped if the permittee has not obtained a required inspection approval of work by the Building official within each 180 day period upon the initial commencement of work authorized by such permit. Before such work can be recommenced, a new permit shall be obtained to do so, and the fee therefore shall be one half the amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action on a permit after expiration, the permittee shall pay a new permit fee. Any permittee holding an unexpired permit may apply for an extension of time within which work may commence under that permit when the permittee is unable to commence work within the time period required by this section fur good and satisfactory reasons. Please check below indicating your intentions and return this letter to us. D PrOject abandoned. A new permit will be obtained prior to commencing work. D Permit 180 day extension request, with written explanation including phone number and email address. Request will not be considered without explanation D Renewa I permit requested. If the project has been completed and only a final inspection is needed, please call the inspection request line at (760) 602-2725- If you have any questions, please contact the Building Inspection Division at 760-602-2700. Community & Economic Development Building Division I 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov February 28, 2019 TRIVISTA INC ATTN: JOSH GIBBS 116 MARKET PL ESCONDIDO, CA 92029-1352 RE: BUILDING PERMIT EXPIRATION PERMIT TYPE: BLDG-Commercial, Tenant Improvement {cityof Carlsbad PERMIT NUMBER: CBC2018-0489 ISSUE DATE: 09/28/2018 ADDRESS: 2236 Rutherford Rd, Suite 115 Carlsbad, Ca 92008-8836 Our records indicate that your building permit will expire by limitation of time on 05/20/2019. 18-04.030 Section 105.5 amended -Fxpir.,.tion: Every permit issued by the Building Official under the proV1sions of this code shall expire by limitation and become null and void if the building or wor1c authorized by such permit is not commenced wilhin 180 calendar days from the dam of such permit, or if the building or wortc authorized by such permit is stopped at any lime aftef' the wor1c is commenced for a period of 180 calendar days, or if the building or wortc authorized by such permit exceeds three calendar years from the issuance date of the permit. Work shall be presumed ID have commenced if the pennittee has obtained a required inspection approval of work authorized by the permit by the Building Official within 180 calendar days of lhe dam of permit issuance. Worlc shall be presumed ID be stopped if the permil:IBe has not obtained a required inspection approval of wortc by the Building Official within each 180 day period upon the initial commencement of work authorized by such permit. Before such work can be recommenced, a new pennit shall be obtained ID do so, and the lee therefore shall be one half the amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans and specifications fur such wortc, and provided further that such suspension or abandonment has not exmeded one year. In order ID renew action on a permit after expiration, the permil:IBe shall pay a new permit fee. Any permitme holding an unexpired permit may apply fur an extension of lime within which work may commenm under that permit when the permil:IBe is unable to commence wor1c within the time period required by this section fur good and satisfactx>ry reasons. Please check below indicating your intentions and ret .. n this letter to us. D Project abandoned. A new permit will be obtained prior to commencing work. D Permit 180 day extension request, with written explanation including phone number and email address. Request will not be considered without explanation D Renewal permit requested. If the project has been completed and only ii final inspection is needed, please call the inspection request line at (760) 602-2725. If you have any questions, please contact the Building Inspection Division at 760-602-2700. Community & Economic Development Building Division I 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov DATE: 9/26/2018 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0489 ✓• EsG1I A SAFEbuilt"Company SET: II PROJECT ADDRESS: 2236 Rutherford Rd. #115 PROJECT NAME: SynergEyes Tenant Improvement 0 APPLICANT 0 JURIS. ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 0 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. 0 EsGil staff did advise the aQ licant that the plan check has been completed. Person contacted: Date contacted: Mail Telepho 0 REMARKS: By: Jason Pasiut EsGil Telephone#: (b ) Email: Fax son Enclosures: 9/20/2018 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 IMEIIIIN£EBS Consulting structural engineers 325 W. 3rd Ave., Suite 205 ♦ Escondido, CA. 92025 Phone (760) 7 41-7306 ♦ Fax (760) 738-8364 STRUCTURAL CALCULATIONS PROJECT NAME PROJECT NO. CLIENT This signature is to be a wet signature not a copy APPROVED DATE SIGNED 2236 Rutherford Skylight 2018023 Trivista Inc. A,r1 4-/~j7J/-& l I I DESIGNED I I I BY I DATE: CBC2018-0489 2236 RUTHERFORD RD SYNERGEYES 7,200 SF T.I. DEV2017-0243 A.M. April, 2018 #115 2120612600 8/27/2018 CBC2018-0489 11-ERIUERS Consulting Structural Engineers 325 W. 3rd Ave., Suite 205. Escondido, CA. 92025 Phone (760) 741-7306 Fax (760) 738-8364 DESIGN CRITERIA (F«Jof Loadln9) Roofing Plywood Sub-purlins Purlins Beams Misc. DL= LL= Seismic: Wind: sons: 1.0psf 1.5 psf 1.0 psf 2.0 psf 2.0 psf 2.5 psf 10 psf 20 psf Seismic Design Category: D Exp. "C" Brg =1500 psf Concrete: f'c=2500 psi fc=3000 psi for footings and slab for structural slab Reinforc.: Fy=60000 psi for#5 and grater Fy=40000 psi for #4 and smaller Lumber: Steel: Masonry: Weld: Code: DF/L #1 DF/L#2 24F-V4 24F-V8 for 2x rafters, 2x joists, beams and posts. for 2x studs. for simple span glue-laminated beams for continuous glue-laminated beams ASTM A500, grade B for tubular sections ASTM A501, -OJ ASTM A.53, 4'p.e E gr.ad.e 8 fOT •clrc~lar sectiGr;s ASTM A572 grade 50 for all other sections. fm=1500 psi Welding should conform to AWS D1-1. All welding shall be done by electric ar.c.pro;;_ess .using alclllroved . .rods anct . .perfor.mad .by .ce.rti.!ied. welders .. All fabricatlDtc and wetdfng shall be performed tn the strop of arr apptovecl fabricator. The approved fabricator must submit a certificate of compliance in accordance with C.B.C. All field welding requires continuous special inspection and all shop welding requires periodic special inspection. C.B.C. 2016 edition L~.d A M ENGINEERS Consulting Structural Engineers (760) 741-7306 WP!, ,;.£L ,_ {j o + 2,3) 13/ ~ -.. \ 2u ,t,/p )- \X-o,,tt,t ..,. 4,1.c..l ,fr, f10\,t(,( ,:... '/ t () I~ c;r,J.d" <?.'J.. 1t1J !.f..1,1>'-i -:..\3 72, 11 o'k SHEET NO,----;,.-~----OF ____ _ ft CALCULATED BY ______ DATE __ --'-_•_•,_ j),,-113 sr:-yLt?-H ( /fA"F-T8LS ~,wt, .~ -(tJJ ~t 11i1~J;efr a'l.4 r,,, Gj<,\ r. -z,e&. J ~ 'ir&-f'lfl<WAJ . ---"--i ----·---. ---.- ·--------i-- -------·. --. -··----t ----_, - i --·---7 --. -• . .. ---1 · -.. ·-~ :~r=:Fl-=~: t-·------~----.--- _________ ---~~~ -~ ___ l>Rf -: _---·: ~-~ + ---+-· t ____ . .__ -___ ..,__ ' i --I----·---. ,. ···-·-· --·--~ ----·· :_ ---. -·;,,,:,i ;1-Jrti· -p.t ·t· -----·_· .. 1 ----.. ,_ /f'1_$,IL[r+7 V---1 __ ----+. - ,, I ! -· i· --- .. --··' ,. ------------. ---------.. --t·-. ------!------ . --i· ------·-.,. ··+---. --.. ->---- + - l - ···-~----- -· ----- -------·-. t ----,··--·----·---------,-- ---,------··-· .. + --·------·--' ------.. ·----r-----t-- ' -. ---; -----r---.. --.. --1-----· -···--·· :· -,,._ ----t--------1--- ,t I c;, I Suite 113 PROPOSED NEW SKYLIGHT PLAN ,r-,-~ ~TI\IVISTA·INC SP!:;.C ~LUT~ 0:IMMUCW.<"OOIIIN:l(II$ -----·-,,,_,,._ 22Xl'l~l'ld ":=,. ""'-"...,"':,!:" CWIIDaG,CA82008 ,,_,:1en __ ~.,.. ........... .__ .. __ , ____ ""'""""''"'''"111• ........... _>'¥1_T_, __ :,,,i>n""mi<"1 _ _,_~lfYll•"<""QM~!J<--,d ..... --~~ ..... --...,.,..,_,.._,., .. --~,-~ ... ,..,.,,~ -· _, ---- J?GI...., 3130/2(118 (M PROP PlAN I I ....., 1/8'• 1'..(I" 2236111.JlHERFOl[l llD t113 2236RUTHE!lfOIIOFc0.DWG ] A M Engineers 325 W. 3Rd. Ave., Suite 205 Escondido, CA 92025 (760) 741-7306 Title Block Line 6 project Title: Engineer: Project Descr: iij6 Rutherford Skylihgt Skylight opening Project ID: 2018023 Prmled: 30 APR 2018, 4.25PM i ASCE .. Seismic Base Shear File '? Ci\Usersv\dmin\OOCUME--1\ENERCA"'1\2236RlH _,EC6 ENERCALC,JNC:·193:3-,2()1.7, Bu111fl0.17.1.2.·10, Ver:10:17.12.10 I, II; I, Sin_gle story concrete tilt-up bldg Risk Category Risk Gategory of Building or Other Structure : Seismic Importance Factor = Gridded Ss & S1values ASCE-7-10 standard "II'' All Buildings and other structures except those listed as Category I, 111, and IV Calculations per ASCE 7-10 ASC£ 7-10, Page 2, Table 1.5-1 ASCE 7-10, Page 5, Table1.5-2 ASCE 7-10 11.4.1 Max. Ground Motions, 5% Damping : i>s • 1.1ee4 s,0.2...,,..,,..,.. latitude = \.ungi'roOe, "" 33.158 deg North 11 i .'321l \leg 'fdesl S 1 = 0.4469 g, 1.0 sec response Location : Carlsbad, CA 92008 Site Class, Site Coeff. and Design Category Site Classfficatioo ·o· : Shear Wave Velocity 600 to 1,200 fl/sec Site Coefficients Fa & Fv Fa Fv = = D 1.03 ASCE 7-10 Table 20.3-1 ASC£ 7-10 Tabla 11.4-1 & 11.4-2 (using straight-Nne interpolation from table values) = 1.55 Maximum Consldered Earthquake Acceleration Design Spectral Acceleration Seismic Design Category Resisting System Basic Seismic Force Resisting System ... Response Modilcatlon Coefficient • R • System OVerstrenglh Factor "Wo • Deflectioo Ampf~cation Factor • Cd • S =Fa'Ss s·~s · Fv'S1 N-, - Bearing Wall Systems = = = = Ordinary reinforced concrete shear,waUs. 1.205 0.694 0.804 0.463 D = 4.00 Bulldmg height limits: = 2.50 Category "A & 8" Lim~ Category "C" Limit = NOTE! See ASCE 7-10 for an app/ieab/a footnotes 4.00 Category ·o· Limit Category 'E' Limit: Category "F' Limit L~eral Force Procedure S1 >= 0.75 No Limit No Limit Not Permitted Not Permitted Not Permitted Equivalent Lateral Fonoe Procedure Ibe ·eauivatent 1,,ateral Force Proced11re· is being 11sed according to the nrovisions of ASCE 7-1-0 12 8 l>etennine "Building l'erloll Strucwre Type for Bul~ing Penod Calculation : All Olhar Strucwral Systems ·Ct· value 0.020 • hn ·: Height from base to highest level = 25.0 ft 0.224 sec 8.000 sec M x • value 0.75 •Ta• Approximate fundamental p!fiod using Eq. 12.8-7 : Ta= Ct• (hn 'x) = "TL": Long-period transition period par ASCE 7-10 Maps 22-12-> 22-16 S 0~ Short Penod Des~n Spectral Response = • R • : Response Modification Factor = • l • : Seismic Importance Factor = Seismic Base Shear Cs• 0.2009 from 12.B.1.1 Building Penod ·Ta· Calailated from Approximate Method sele~ed 0.804 From Eq. 12.8-2, Preliminary Cs 4.00 From Eq. 12.8-3 & 12.8-4, Cs need n01 exoeed From Eq. 12.6-5 & 12.6-6, Cs n01 be less than Cs : Seismic Response Coefficient = WI see Sum Wi b~ow I = Seismic Base Sttesr V =-Cs • W -= 0.00 k 0.00 k ASCE 7-10 Eq. 11.4-1 ASCE 1-10 Eq. 11.4-< ASC£ 7-10 Eq. 11.4-3 ASCE 7-10 Eq. 11.4-4 ~SCE 7-10 Table 11.6-1 &-2 ASCEl-10 Tab/a 12.2-1 ASCE 7-10 Section 12.8.2 Usa ASCE 12.8-7 = 0.224 sec ASCE 7-10 S&o/ioll 12:8. t.1 = 0.201 = 0.517 = 0.035 = 0.2009 ASCE 7-10 Section 12.8.1 4 AM Engineers 325 W. 3Rd. Ave., Suite 205 Escondido, CA. 92025 (760) 741-7306 Title Block Line 6 ASCE Seismic Base Shear ,.,1: ,. • k ·: hx exponent based on Ta:: 1.00 Table ol buiding Weights by Floor Level ... Lev~# Wi: Weight Sum Wi = 0.00 k Hi: Height Diaphragm Forces : Seismic Design Category "B" to "F" Level# Wl Fi Sum Fi Sum Wi Pro1,0ct Title: Engineer: Project Descr: (Wi •Hi'k) Cvx 0.00 k-ft 2~6 Rutherford Skylihgt AM Skylight opening Project ID 2018023 Pril'lfflll: 30 APR 2018. ~:25PM File ,. C:\1Jseis~_dmln\OOCUME-1\ENERCA-1_\2236RLJ-1 £C6 _ENSRCALC,JNC. 1983-2017, BuikM0.17.12 .. 10, Ver,:10.17-12.10 f!SCET-10 Section 12.8.3 Fx=Cvx •v Sum Story Shear Sum Story Moment Total Base Shear= 0.00 k Base Moment= 0.0 k-ft ASCE7-10 12.10.1.1 Wpx . . Weight at level of diaphragm and other structure elements attached to it. Fi . Design Lateral Force applied at the level. Sum Fi . . . Sum of 'Lat. Force' of current level plus all levels above MIN Req'd Force@ Level . 0.20' S 05 I 'Wpx MAX Req'd Force@ Level. .. ... 0.40 • S osl 'Wpx Fpx: Design Force@ Level . . . . . Wpx • SUM(x->n) Fi I SUM(x->n) wi, x = Current level, n = Top Level 5 Jos -::# Zvl b c/l 5 A M ENGINEERS SHEET NO. ,e_ _____ OF ____ _ Consulting Structural Engineers CALCULATED BY _____ DATE ____ _ (760) 741-7306 fZw-F-UJM ==-I o X G 2- WA-U tOAn --=-/orU/z.,y! L 0,-:::rJ,'JvxfJ:,?v = 1713/f,f {? :::: /-J 4~ Se./ ,z_ y;:.o, 7 -::.-qt;, 7i 6 V ~ ---4B> 12-I {::2---=-7 fo 3/µ """ f,Z:,J #/,1 -::....-2-5 ,I -tP/tJ 67tl -3//1 r.~ "' 4e,,72--t1<h< lGz -X, 7 = 3 34/ # <Vtf.,,11~, ~ --~s 4 I · .,__._ ,~ l:1J <4'2,5 ¾ta&- &2.-i5xi, /151,4 ze( A r Offi,.J/w (,if.,~ E David Thomas Engineering, A.P.C. Structural Engineering Services Structural Calculations (Shearwall Retrofit) Project Rutherford -Suite 115 / 18158 2236 Rutherford Rd. Carlsbad, California 92008 Prepared For Philip Williamson TRIVISTA, INC. 116 Market Place Escondido, California 92029 9-6-18 RECEIVED SEP 1 8 2018 CITY OF CARLSBAD BUILDING DIVISION Mailing: 3525 Del Mar Heights Road, #331, San Diego, California 92130 Physical: 12625 High Bluff Drive, Suite 106, San Diego, California 92130 Office Phone: (858) 201-3072 Cell Phone: (858) 336-9902 Website: www.dtengsd.com Email: david@dtengsd.com C6C. 20\ 'o-04t>9 )- t c.. ' Job Rutherford Suite 115 18158 Sheet No. ______ of _____ _ Calculated by DT Date ____ _ David Thomas Engineering LATERAL DESIGN (Sheet 1) Wind Design Method Used -Main Wind-Force Resisting System (MWFRS) -Method 2 Maximum Buildt feet ·ng Height (z) = 30 Design mph Wind Speed= 110 ure Category = Expos lmporta nee Factor (I) = C 1.00 (110 mph for California) (per ASCE-7, 6.5.6.3) (per ASCE-7, Table 1.5-2) (per ASCE-7, 26.8.2) (per ASCE-7, Figure 28.6-1) (per ASCE-7, Figure 28.6-1) K,, = Jc= Ps30 = 0.6 x Ps =! (reduced for ASD load combos) 1.00 1.40 17.70 psf 14.87!psf P5 =Ax K,,x Ix Ps30 (per ASCE-7, 6.4.2.1, Equation 6-1) Adjust Factor A Table Mean Roof Exposure Height (ft) B C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 so 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 Seismic Design Method used -Equivalent Lateral Force Procedure Occupancy Category= 2 (per ASCE-7, Table 1-1) (Residential = 2.0) 6.5 R = (per ASCE-7, Table 12.2-1) (Wood Shearwalls = 6.5) 1.00 I= (per ASCE-7, Table 11.5-1) (Residential= 1.0) Site Class= (per ASCE-7, 11.4.2) (Assume Site Class= "D" w /o Soils Report) Ss = g (0.2 sec) F, = ~ Sos= 0.764 g D 1.068 0.413 S1 = g (1 sec) F.= ~ S01 = 0.437 g Seismic Design Category (SOS) = Seismic Design Category (SDl) = D D T, = 0.256 Cs= 0.118 Csma, = 0.262 Cs min = 0.010 Cs,ct-0.118 p = 1.3 V = 0.109 (Use the worst case seismic design category) sec C,h: (per ASCE-7, Equation 12.8-7) S0s/(R/1) (per ASCE-7, Equation 12.8-2) S0i/T,(R/I (per ASCE-7, Equation 12.8-3) Csm1n > 0.01 or O.SStf(R/1) (per ASCE-7, Eq. 12.8-5 / 12.8-6) Assumed W, (Cs,ct*P)*W,/1.4 (ASD) ··----------···---- Job Rutherford Suite 115 18158 Sheet No. ______ of _____ _ David Thomas Engineering Calculated by DT Date ____ _ LATERAL DESIGN (Sheet 2) BUILDING WEIGHTS Total Installed Floor Weight Total Installed Interior Wall Weight Total Installed Exterior Wall Weight Commercial Partition Loads? =I =apsf = 16 psf = Y Y or N Mezzanine Floor Loads Diaphragm Area Exterior Wall Length Interior Wall Length Roof= 4284 sq. ft. Minimum Diaphragm Dimension TOTAL BUILDING DEAD LOAD, WT. C,(adjusted) BASE SHEAR, V LATERAL LOAD DISTRIBUTION Story Area (A) Story Unit Shear (vx) WIND VS. SEISMIC COMPARISON Wind Pressure (Pl Story Linear Forces NORTH-SOUTH NORTH-SOUTH EAST-WEST EAST-WEST Wind Seismic Wind Seismic 0 ft. 300 ft. N-S = 34 ft. = 224,700.00 = 0.109 = 24,523.63 = 4284 sq. ft. 5.72 psf 14.87 psf = Mezz. 14.87 psf X = 5.72 psf X 14.87 psf X 5.72 psf X Mezz. LBS. LBS. Roof Project Height Plate Height • Alternate Ext. Wall = Deck =1 Alt= I~:· ft. E-W=I 1001ft. TOTAL= 224700 LBS. .__ __ __.!psf See Lateral Design Loads Spreadsheet See Lateral Design Loads Spreadsheet 5 ft. 34 ft. 5 ft. 100 ft. 74 plf 195 plf 74 plf 572 plf SEISMIC GOVERNS SEISMIC GOVERNS D_r-r; .. D>l:E' Job _=R-ut=b~e~c~~o~c-ct~S-u=it~e~1~1~5 __ ~1-6-1-58~ Sheet No. ______ of _____ _ Calculated by __ ~D~T~Date ____ _ David Thomas Engineering Shearwall Design Mezzanine Story Shearwalls North-South Direction Unit Lateral Load, v = 5.72 psf Gridline Interior Shearwall Tributary Area (This Level): (73'-0" + 53'-0") / 2 x 34'-0" = 2.142 sq. ft. Lateral Load (This Level): = 12 252 Lbs Lateral Load (Level Above): ________________________ Lbs Total Load (All Levels), Fx = = 12 252 Lbs Install (6)-Six HFX 12 x 12 Hardy Panels W/ 1-1/8" Dia. Std. Anchors epoxied into Existing Foundation Allowable Load = 6 x 2.515 lbs= 15,090 lbs OFFICE USE ONLY SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE RECORD ID# _________________ I PLAN CHECK# __________________ , BP DATE Business Name Business Contact t-/ 14£. lp(Z..DW ~ Telephone# 11,0, "!,'!,(. ~1\f Project Address ?:I,?~ rz-vnt~JZO 12-0. -IL(r~ State CK Zip Code_ / APN# Zcio'6 2 l'Z • OCo \ -z_r,, Mailing Address ,, City State Zip Code Plan File# Project Contact j Applicant E-mail Telephone# • L O',lf-t:,, ,,...s (l~/IB,r,t1v,,;rµ,.,(LP, 0.M ?r-<>. 2."1--r, <>'l-17 The following questions represent the facility's activities, NOT the specific project description. ART I: FIR DEPARTMENT-HAZARDO S MATERIALS DIVISIO : OCCUPA CY CLASSIFICATION: not re uired for ro·ec within the Cl of San .Q!!ggl: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. I any o the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (inctuding 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 NTY EPARTM NT OF ENVIRON ENT L HEALTH -HAZARDOUS M TERIALS DIVISION HMO: If the answer to any of the questions is yes, applicant must contact the ounty o an iego Hazardous aterials Division, 5500 Overland Avenue, uite 110, an 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 CalARP Exempt I 1. 2. 3. 4. 5. 6. 7. 8. YES NO (for new construction or remodeling projects) 0 ~ Is your business listed on the reverse side of this form? (check all that apply). 0 ~ Will your business dispose of Hazardous Substances or Medical Waste in any amount? D E§/" Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 .,/1)ounds and/or 200 cubic feet? 0 ~ Wm your business store or handle carcinogens/reproductive toxins in any quantity? 0 l.!:f. Will your business use an existing or install an underground storage tank? D g° Will your business store or handle Regulated Substances (CalARP)? 0 a Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 §"' Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or reaterthan 1,320 allons? California's Above round Petroleum Stora eAd. Date Initials 0 CalARP Required I Date Initials □ CalARP Complete I Date Initials ART Ill: SAN DIEGO C UNTY AIR OLLUTION CONTROL DISTRICT A CD: Any YES" answer requires a stamp from APCD 10124 Old Grove Road, Sar Diego, A 92131 a cdcom s coun .ca. ov (8 8) 586-650). ["No stamp required if Q1 Yes and Q3 Yes~ Q4-Q6 No]. The following questions are intendec to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensiv1 requirements contact APCD. Residences are typically exempt, except -those with more than one building• on the property; single buildings with more than fou dwelling units; town homes; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. r♦Excludes garages & small outbuildings.] YES 1'1__0/ 1. 0 [!f., Will the project disturb 160 square feet or more of existing building materials? 2. 0 ~ Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 3. D D (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos sucvey been performed by a Certified Asbestos Consultant or Site Surveillance 4. □ 5. □ 6. □ Technician? 0 (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 (v{ww.sdaocd.9rg/inf9/facts/permjts.pdfl for typical equipment requiring an APCD permit. 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 busine~Vctivities: ~6"'~ o\Hvif' Briefly describe proposed project: OM/A~t/l't.-/1,N'I I lllf'{UN,:M,,ts,Jf'" I decla~~der penalty of perjury that to the best of my knowledge and belie {_09f: b,,,a ..... Name of ner or Authorized A ent Si ature of erein are true and correct. <t, I Vf Ir</ Date BY· DATE· I I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO" APCO COUNTY-HMO APCD COUNTY-HMO APCO *A stamp In this box .2!J.Jl exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permIttmg requirements may still apply. HM-9171 (08/15) County of San Diego -DEH -Hazardous Materials Division