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Home My WebLink About2515 PIO PICO DR; B; CB142678; PermitCity Of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 12-17-2014 Commercial/Industrial Permit Permit No: 0B142678 Building Inspection Request Line (760) 602-2725 Job Address: 2515 PlO PICO DR CBADSt: B Permit Type: TI Sub Type: COMM Status: ISSUED Parcel No: 1561207200 Lot #: 0 Applied: 10/15/2014 Valuation: $70257.00 Construction Type: 5B Entered By: RMA Occupancy Group: Reference # Plan Approved: 12/17/2014 Issued: 12/17/2014 Inspect Area Plan Check #: Project Title: HURST ORTHODONTICS- REMODEL 1,541 SF OF EXISTING & ENCLOSE 139 SF OF ROFFED AREA( 2 LAB AREAS AT BACK OF BUILDING) Applicant: Owner: MIKE LLOYD BREITBARTH LARY W&NANCY L TRS 2138 CURTIS DR 8901 BALD EAGLE DR VISTA CA 92084 BLAINE WA 98230 760 631-4457 Building Permit $498.17 Meter Size Add'I Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00 Plan Check $348.72 Meter Fee $0.00 Add'I Building Permit Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $19.67 PFF (3105540) $0.00 Park Fee $0.00 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $70.00 Add'I Renewal Fee $0.00 ELECTRICAL TOTAL $89.00 Other Building .Fee $0.00 MECHANICAL TOTAL $44.59 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'I Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $1.00 HMP Fee ?? Fire Expedidted Plan Review $0.00 Green Bldg Standards Plan Chk TOTAL PERMIT FEES $1,071.15 Total Fees: $1,071.15 Total Payments To Date: $1,071.15 Balance Due: $0.00 FINAL APPROVAL Insoector: Date:/ - 21 Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these tees/exactions. It 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 City of Carlsbad 1635 Faraday'Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit 12-17-2014 Permit No:SW 140357 Status: ISSUED Lot #: 0 Applied: 10/15/2014 Entered By: RMA Issued: 12/17/2014 Inspect Area: Tier: 1 Priority: M Owner: BREITBARTH LARY W&NANCY L TRS 8901 BALD EAGLE DR BLAINE WA 98230 Job Address: Permit Type: Parcel No: Reference #: CB#: Project Title: Applicant: MIKE LLOYD 2515 PlO PICO DR CBAD St: B SWPPP 1561207200 CB142678 HURST ORTHODONTICS Emergency Contact: BOB TURNER 760 519-8730 SWPPP Plan Check SWPPP Inspections Additional Fees TOTAL PERMIT FEES Total Fees: $277.00 Total Payments To Date $53.00 $224.00 $0.00 $277.00 $277.00 Balance Due: $0.00 ruL MrrttUVAL DATE 1 110E SiCK: WL HE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: DPLANNING DENGINEERING EJBUILDING DFIRE DHEALTH EJHAZMAT!APCD Building Permit Application Plan Check No. FA N '-i ?6 7f C(~F~ • City of 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value 7jy Cdr-Isbad Ph: 760-602-2719 Fax:760-602-8558 email: buildingcarlsbadca.gov , Plan CkDeyosit, -Date 1191J5iC/ Iswppp I wwwcarlsbadca.gov ç JOB ADDRESS • qmic,— rto OD 44L SUITE#/SPACE# APN I/3 F?O 1Z- CT/PBQJEC1# LOT A PHASE A A OF UNITS A RATFKOOMS TIFTM BUSINESS NAME CONSTR. TYPE 00C. GROUP [BEDROOMS DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) i n- onp &j ze'c 'e* 2 ? 71AIJ q35 LXI INGUS PROPOSED USE II GARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPLACE I YES D# NOJ AIR CONDITIONING FIRE SPRINKLERS 6C 4& )L YES NO YES EN APPLICANT NAME Zjo ,:: Primary Co Co ADDRESS -i ef ADDRESSg m 9ço CITY ATE ZIP 4 CITY PHONcc/.m ATE - PHONE EMAL L1 VY ) K E :- DESIGN PROFES$I7 )/J 4Qda CNTRAUM ADDRESS , ESS 4144 'r-Jk44AGVte-,t-. u CITY PHON UJ I S AT, ,ZJf FA A CITY STATE ZIP d'c 2'U EMAIL' / PHONE FAX EMAIL ST NE LIC. A _._ STATE LIC.# . CLASS CI U IC (S' 7fl'1 c Prnfccnn ('.,d ft,,, ('i,, ' ................... N. ..,------ - ------ ------- ----------------------------------------------------- applicant for such permit to file a signed statemelit that he is Iiáensed pur'suant to-the provisions of the ontraEtor's'Ucense Law ICapter, cornmengw thSectio 7O'O of D'ision 301 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 I$50011. Workers Compensation Declaration: I herebyaffirm under penally of pe4ury one of the following declarations: (1 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. [J I have and will maintain workers compensation, as required by Section 3700 of the Labor Code, fof the perforniance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. Policy No. Expiration Dale This section need not be completed if the permit is for one hundred dollars ($100) or less. ertificate 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 alifomla. WARNING: Failure to secure w '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, da ges prov ed 3706 of the Labor c e ' terest and attorney's fees. CONTRACTOR SIGNATURE AGENT DATE thereby affirm that lam exempt from Contractor's License Law for the following reasop" [J I, as owner of the properly or my employees with wages as their sole compention, 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 loan 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 exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of properly who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractors License Law). [j] I am exempt under Section ______________Business and Professions Cede for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. Dyes DNo - I (have! have not) signed an application for a building permit for the proposed work. - 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone/contractors license number): - - - 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 / address! phone /contractors' license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): 'PR0PERTY OWNER SIGNATURE . AGENT DATE - j 7C)0 i?O() (?®O D® OOOQaYÜO Q(ØD)C 13)(311110ave E)0(S7 Is the applicant or future building occupant required to submit a business pta u ly hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 2553401 the Presley-Tanner Hazardous Substance Account Act? Yes No Is the applicant or future building occupant required to obtain a permit from is pollution control district air quality management district? Yes Is the facility to be constructed within 1,000 feet of the outer boundary at a school site? es No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISS 0 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. DOOOQX?O®) [00E)00 @I3(Z109 I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address OO?Oø1) - I crertifythatl have read the application and state that the above information is correctand that the information on the plans is accurate. I agreeto complywith all City ordinances and State laws relating to buildingconsbnjction. 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 LIABIUTIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHk M 051-IA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories is height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void tithe building or work authorized by such permit is not commenced within 1180 days from the date of such permitor it the build* work au orized by su perjnitis suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 1.4.4 Uniform Building Code). APPLtCANT'S SIGNATURE DATE ,,/,7 ',•'— — — - • STOP. THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. i a i' . Fax (760) 602-8560, Email buildinQ@CafisbadCa gay or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) ASSOCIATED CB# MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) NO CHANGE IN USE! NO CONSTRUCTION MAIL! FAX TO OTHER: CHANGE OF USE/ NO CONSTRUCTION APPLICANT'S SIGNATURE DATE Inspection List Permit#: CB142678 Type: TI COMM HURST ORTHODONTICS- REMODEL 1,541 SF OF EXISTING & ENCLOSE 139 S Date Inspection Item inspector Act Comments 01/26/2015 89 Final Combo - RI BOB EMAILING CARD 01/26/2015 89 Final Combo PD AP 01/22/2015 89 Final Combo - RI FIRE SIGNS OFF @ 10/ BOB EMAILING CARD 01/22/2015 89 Final Combo PD PA 12/30/2014 18 Exterior Lath/Drywall PD AP 12/24/2014 17 Interior Lath/Drywall PD AP 12/23/2014 14 Frame/Steel/Bolting/weldin PD PA 12/19/2014 11 Ftg/Foundation/Piers PD AP 12/19/2014 84 Rough Combo PD AP Tuesday, January 27, 2015 Page 1 of 1 - . C8142678 2515 PlO PICO OR B CRLS8AD INSPECTION RECORD ()RT Ctfl COTITOCS, RF.MOCEL Dh'u .40A' I ARA( 2IJ8IPEA$ AT 8O c( I)I.OE} 3043PECflQN91tCORDCAflOWIfl4APPQOVEO 11 CGOJM to,MbC U/iTO -. PLANS T4UU BE KEPT ON THE O0 i RECORD COPY fl5'IlcnIC.COuncwI...I n1110I$APFOOVALIO0TQM.1TOa9S fl012A3fl2 ArISAS TTIO10I.OII,000CI000. IT IOU CAAYL Mn 00001KSA ttcflt C*t& 100 APTUCI100 OIAl080l000IIIP00000UMUT00000CAIflO CtU0A Arrcft AL. 01000110 LOTOUVIL. 000 0100(0 On- PA.I TO COOOflICO, 1000110 CZ&CL,Jfl.jfi4J3P%2a 01 0010010* C0fl OP Ton C-000: I63 P00*007 flAt. C&214000, CA 02008. I3V•L0IwCI•5pcIOflCA" 010000010 AT 7100002.2,00 1fl10101 70 2W 0:00*0 TOO OAT 011000 Ifl0TtCIlO0. - LA7 AV0 AAp.1I.Vr!Tl{10t:I[.P1-. 0010 00,p0VloT Ill 000000DM . I I 231 OCUCR,C0%WCCI0000 out. f :t com r't.!!L 3N. turtu j° '(On, 1P_III.!'__- In hmto Ax 210 OII1011U I 211 101010 'U CCtU0O10 . i 103000IA 00CnP0IAO .J . - 001100 00100100 I *.',.3 , - 021 w itcoo2.01o,uo, - Vl$0W00AT10 All 111010 II. ,w.uj00o iA o.T It U141MIAM z )o *(fT jus u.00 - - r L__ JJT roT!v10J:,.,l:(.'- on. Io,p.o-000 In 010CCU I - mOWo1ua.aj L___—n:V, - Dol I*op0100 _ 2/00 00100000 I 44_JL(- Mlafscntm -- Al_O0A3?Ic I L.-DMA (24 0201.000010 - lj$10110420001220 TX 01101 -- wsuto10o1mos1A00 ________ 0003 1101 .0,000(0010* _______ IWO 110010011110 0101111 001001110 ',OAI o*ml* 00001018 - 1110001000,0010057110011*10 — 0007CC II CACAO 11110 111100 10001011 070101UDC1001 . . - *I0010000010111A000 . I itt U030000101101001 - - .J.._ . -. EsGil Corporation In Tartnership with government for Buitding Safety DATE: 12/12/14 - 0 APPLICANT '0 JURIS. JURISDICTION: Carlsbad 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: 14-2678 SET: II PROJECT ADDRESS: 2515 Plo Pico Dr. PROJECT NAME: Denatal Office TI and Building Addition LII The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant, that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person REMARKS: Building official has requested that plans be returned to the city. All remaining plan check items are to be reviewed by the Building Official for plan approval. By: Chuck Mendenhall Enclosures: EsGil Corporation F] GA LIEJEMB F-1 PC 12/9/14 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 14-2678 12/12/14 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in.sequence. The notes in bold font are current. Provide evidence of Health Department approval (for tenants using X-ray equipment), where regulated by the local Health Department. This must be provided prior to permit issuance. Please note on the plans 'All patient care receptacles and fixed equipment shall be grounded by an insulated copper conductor. In addition the circuits serving patient care receptacles and fixed equipment shall be installed in a metal raceway or cable which qualifies as an equipment grounding return path in accordance with section 250-91(b). The response directs me to sheet P1. I could not find anything on sheet P1 indicating the receptacles in the patient care area will be grounded with insulated copper ground per NEC 250-91(b) Provide complete plumbing plans, including: Plumbing plans were provided on sheet 4. The following applies to the plans as provided. Complete drain, waste and vent plans for all new plumbing within the dental office A. The isometric plumbing plan on sheet 4 shows no vents or traps for the waste lines serving the sinks at the dental chairs. 10. Please indicate if water will be supplied to the dental chairs? If so please show the required reduced pressure principle back-flow prevention. The water lines at each dental chair must be equipped with backflow preventer. To prevent cross contamination with aspirators. CPC Section 1308.1. . ENERGY CONSERVATION Interior Lighting Controls: Multilevel lighting controls are required in areas exceeding 100 square feet in area and have a connected lighting load exceeding .5 watts per square foot (Classrooms are .7 watts). Review ES Table 130.1-A for design requirements. Include control placement and design on the floor plans. (AB switching no longer complies for most fixture types.) The response was "Added dimmer switching as required" I found no dimmer switching controls for the lighting on sheet P1. Shut-Off Controls: Each floor, each space (not exceeding 5,000 square feet), and each type (general, display, and ornamental) of lighting shall be individually capable of being automatically shut-off when the building is unoccupied. Include the control design. (A percentage of egress lighting is now included in the shut-off requirement). ES 130.1(c) The response to this requirement for automatic lighting shut off controls was" P1 noted". I found nothing on sheet P1 indicating the automatic lighting shut off. The automatic lighting shut off is generally provided by astronomical time clock or similar control that will automatically shut off all non essential lighinting 21. Occupancy controls are required to shut off all lighting in: Offices 250 square feet or smaller, multipurpose rooms of less than 1,000 square feet, conference rooms, and classrooms of any size. ES 130.1 (c)5 The response was" N/A" . The consult office must have lighting controlled by motion sensor. Car1bad 14-2678 12/12/14 ELECTRICAL Submit plan showing location of all panels. I did not find the location of the new panel 'B'. Sheet P1 shows the service panel and meters located outside and "existing panel" located in Lab room (FAU is shown in the Lab) . I could not find the location of the new panel 'B'. Submit panels schedules. Panel schedule for new panel 'B' was provided on sheet P1. ,A. This panel information does not indicate overcurrent protection for this panel. B. Thepanel schedule indicates feeder wire size as #3 but the single line on this sheets shows the feeders to panel 'B' as 442- Q. Specify the overcurrent protection in existing panel 'A' that will feed new panel 'B' . FOUNDATION 29. Show minimum underfloor access of 16" x 24 for the raised wood floor area. Access is not shown to the new enclosed foundation area beneath the Lab. See sheet SI . DISABLED ACCESS REVIEW LIST. 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: Disabled accessibleparking and path of travel are not shown on the plans. The restroom serving the remodeled area does not comply with the current disabled access standards. Included with the plans was an application for "Unreasonable Hardship" which must be reviewed and approved by the Building Official The area of specific alteration, repair or addition must comply as "new" construction. A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. . . The path of travel shall include the existing parking. Existing toilet and bathing facilities that serve the remodeled area must be shown to comply with all accessibility features. END OF RECHECK I EsGil Corporation In cPartnersfiip with .governmentfor'Bui(uing Safety DATE: 10/24/14 JURISDICTION: Carlsbad PLAN CHECK NO.: 14-2678 SET: I PROJECT ADDRESS: 2515 Pip Pico Dr. PROJECT NAME: Denatal Offlce TI and Building Addition D APPLICANT 4 U RI S. 0 PLAN REVIEWER U FILE LI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. Lii The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. . The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck.. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Mike Lloyd 2138 Curtis Dr, Vista, CA 92054 EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant.that the plan check has been completed. Person contacted: Mike Lloyd Telephone #: (760) 631-4457 ,Date contacted: \O'7_-(by: V4- Email; mikelloyd@cox.net Fax #: "MaiI 'tephone- Fax In Person LII REMAR'& By: Chuck Mendenhall Enclosures: EsGil Corporation LI GA LI EJ [1] MB LI PC, 10/16/14 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 5601468 • Fax (858) 560-1576 Carlsbad 14-2678 10/24/14 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 14-2678 OCCUPANCY: B TYPE OF CONSTRUCTION: V B ALLOWABLE FLOOR AREA: SPRINKLERS?: No REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 10/24/14 JURISDICTION: Carlsbad USE: Dentist Office ACTUAL AREA: 1680 New Dentist Office STORIES: 2 HEIGHT: No change OCCUPANT LOAD: 26 DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/16/14 PLAN REVIEWER: Chuck Mendenhall FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of .a building permit. Code sections cited are based on the 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 14-2678 10/24/14 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil Corporation-and the Carlsbad Planning, Engineering and Fire Departments. 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. Revise the code compliance statement Title Sheet Gi of the plans, stating that this project shall comply with the.2013 California Building Code, which adopts the 2012 IBC, 2012 UMC, 2012 UPC and the 2011 NEC. The statement found on the plans references the'2010 Residential Code. This is not a residential project. 2. Include on the plans a floor plan of the new finished equipment storage room. Specify size of the access door and show the location and type of equipment to be included in the equipment room. If nonflammable supply cylinders for medical gas systems are located inside buildings, show how they comply with Fire Code as follows: Please revise the plans to show the storage room to be a minimum of 1 hour rated. Show on the plans the required ventilation for the medical gas storage room. 4. Please provide a note on the plans stating that the medical gas system shall be installed by a certified installer and shall be certified prior to service by an independent third party certification agency approved with the City per section 1302 of the UPC. 5. Provide evidence of Health Department approval (for tenants using X-ray equipment), where regulated by the local Health Department. 6. Please note on the plans 'All patient care receptacles and fixed equipment shall be grounded by an insulated copper conductor. In addition the circuits serving patient care receptacles and fixed equipment shall be installed in a metal raceway or cable which qualifies as an equipment grounding return path in accordance with section 250-91(b). 7. Provide complete plumbing plans, including: Complete drain, waste and vent plans for all new plumbing within the dental office Show water heater size, type and location on plans. CPC, Section 501.0 8. Please show the compressor and vacuum pump to be installed per sections 1324 and 1325 of the CPC. 9. Please indicate if the vacuum pump is connected to the water system? If so please show the required reduced pressure principle back-flow, prevention. tarisbad 14-2678 10/24/14 Please indicate if water will be supplied to the dental chairs? If so please show the required reduced pressure principle back-flow prevention. Please indicate on the plans the location of the air intake for the compressor showing it to comply with section 1324.4 of the CPC. (1 Oft from door , window or other opening into the building and located not less than 20ft above grade) Please provide a roof plan clearly show the exhaust discharge of the vacuum system to comply with section 1325.3 of the CPC. (te4rminatin outside, lOft from door, window or other opening into the building. End of the Exhaust pipe shall be turned down and screened) Work Area access Show that all employee work areas have ~!36" wide clearances, except as modified in other portions in the code, per Section 11 05B.3.3.2. See the floor plan Treatment Area where distance between chairs and work table must be 36". . EXITS Note on the plans at the exit doors: "All egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort." Section 1008.1.9. In lieu of the above, in a Group B, F, M or S occupancies you may note on the plans "Provide a sign on or near the exitdoor, reading THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." This signage is only allowed at the main exit. Section 1008.1.9.3. . ENERGY CONSERVATION 15 For plans submitted for plan check on or after 7/1/14, provide a Prescriptive or Performance energy design, demonstrating compliance with current 2013 energy efficiency standards for new lighting and Building envelope for new conditioned space. Information and Forms are available at: www.ener.gy.ca.gov/title24/2013standards. A complete energy plan check will be performed after completed and/or corrected energy design has been provided. Hot water piping is required to be insulated as follows: 1" pipe size or less: 1" thick insulation, larger pipe sizes require 11/2" thick insulation. See Table 120.3-A. ES 120.3 Interior Lighting Controls: Multilevel lighting controls are required in areas exceeding 100 square feet in area and have a connected lighting load exceeding .5 watts per square foot (Classrooms are .7 watts). Review ES Table 130.1-A for design requirements. Include control placement and design on the floor plans. (AB switching no longer complies for most fixture types.) Shut-Off Controls: Each floor, each space (not exceeding 5,000 square feet), and each type (general, display, and ornamental) of lighting shall be individually capable of being automatically shut-off when the building is unoccupied. Include the control design. (A percentage of egress lighting is now included in the shut-off requirement). ES 130.1(c) Carlsbad 14-2678 10/24/14 Automatic daylighting is required in rooms that have 120 watts or more of lighting in the primarily sidelit daylit zone (PSDZ) or rooms having glazing area of 24 square feet or more. On the electrical floor plans, include the daylit locations and control design. Note: Daylite dedicated multilevel control is required if lighting power exceeds .3 watts/square foot. Include the daylighting zones on the floor plans, complete with control design. ES 130.1(d) Note: PSDZ is defined as the area directly adjacent to each vertical glazing, one window head height deep extending into the room.with an overall width of the window plus .5 of the window head height on each side. Occupancy controls are required to shut off all lighting in: Offices 250 square feet or smaller, multipurpose rooms of less than 1,000 square feet, conference rooms, and classrooms of any size. ES 130.1(c)5 . ELECTRICAL Submit plan showing location of all panels. Submit panels schedules. Submit electrical load calculations. MECHANICAL Show the location, type and size (BTU's) of all heating and cooling appliances or systems. Include on the plans the required outside air ventilation Provide mechanical plans, showing existing and proposed HVAC equipment, ducts and access to equipment. . FOUNDATION The architectural section AA on sheet Dl shows that the new equipment room will have a concrete slab. Revise the foundation plan on sheet 51 to show the slab thickness and reinforcing within the equipment storage room. Also, revise the detail 2/SI referenced to the equipment room foundation. This detail must show the slab and footing for this room. Detail 2/SD 1 does not apply at the equipment room. Show minimum underfloor access of 16" x 24 for the raised wood floor area. Show minimum underfloor ventilation equal to 1 sq, ft. for each 150 sq. ft. of underfloorarea. One such opening shall be within 3' of each corner of the building for the new raised wood floor area. 0 DISABLED ACCESS REVIEW LIST Carlsbad 14-2678 10/24/14 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. .. A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. The path of travel shall include the existing parking. Existing toilet and bathing facilities that serve the remodeled area must be shown to comply with all accessibility features. Provide detailed dimensional plans & notes to show compliance with the following disabled access standards. 31. Clearly show that the site development plan the path of travel from the disabled parking to the entrance of the new dental office per Section 11 B-206. Where necessary to provide access, shall incorporate pedestrian ramps, curb ramps, stairways and handrails, etc. 32. Show that the accessible parking spaces are located, per Section 11B-208.3.1 as follows: On the shortest possible route to an accessible entrance, when serving a particular building. On the shortest route of travel to an accessible entrance of a parking facility. C) Spaces are to be dispersed and located closest to accessible entrances where buildings have multiple accessible entrances with adjacent parking. 33. Show that accessible parking spaces comply with Section 11 B-502.2 as follows: Single spaces shall be 14' wide and outlined to provide a 9' parking area and a 5' loading and unloading area. This loading/unloading area may be on either side of the vehicle. When more than one space is provided, in lieu of providing a 14' space for each space, two spaces can be provided within a 23' area with a 5' loading zone between each 9'0" wide space. C) Each space is to be a minimum of 18' in depth. 34. At least one accessible parking spaces (but not less than one) shall be served by an access aisle 8' in width and designated as VAN ACCESSIBLE, per Section 11 B-208.2.4. This loading/unloading area must be on the passenger side of the vehicle. Alternately, the parking stall may be 12' wide with the access aisle 5' wide. Section 11 B-502.3.4. 35. The words "NO PARKING" shall be painted on the ground within each loading and unloading access aisle (in white letters no less than 12" high and located so that it is.visible to traffic enforcement officials). Section 11 B-502.3.3. 36. Ramps shall not encroach into any accessible parking space or the adjacent access aisle. Section 11 B-406.5.1. Ôaj1sbad 14-2678 10/24/14 37. Show or note on the plans that the accessible parking spaces are to be identified by a reflectorized sign, permanently posted immediately adjacent to and visible from each space, consisting of: A profile view of a wheelchair with occupant in white on dark blue background. The sign shall ~!70 in.2 in area. C) When in the path of travel, they shall be posted ~!80" from the bottom of the sign to parking space finished grade. Signs may also be centered on the wall of the interior end of the parking space. Van-accessible spaces shall have an additional sign "Van-Accessible" mounted below the symbol of accessibility. In addition, the surface of each accessible space is required to be marked with the international symbol of accessibility. WALKS AND SIDEWALKS 38. If any proposed walks slope >1:20 (5%) they must comply with ramp requirements, per Section 11B-402.2. 39. Walks along an accessible route of travel are required to be ~!48" minimum in width and have slip resistant surfaces, per Section 11 B-403.5. 1, Exception 3. 40. The maximum permitted cross slope for walkways shall be 1:48,- per Section 11 B-403.3. DOORS 41. All doors must be fully accessible. Revise plans, or door schedules, to show that every required passage door has ~32" clear width, per Section 11 B-404.2.3. All doors must be mm. 2'-10" wide to provide the required 32" clear.width. Doors to the offices and labs must all be accessible. 42. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 11 B-404.2-7: S Latching, or locking, doors in a path of travel are operated with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Is to be centered ~!34" but :544" above floor. 43. Show that the minimum strike edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 11 B-404.2.4: a) ~1 8" at interior conditions. Doors leading to both of the small lab rooms must have• 18" clear on the strike side. . SANITARY FACILITIES 44. Note that the doorways leading to sanitary facilities shall be identified, per Section 11 B- 703.7.2.6, as follows: Carlsbad 14-2678 10/24/14 An equilateral triangle 1/41 thick with edges 12" long and a vortex pointing upward at men's rest rooms. A circle 1/411 thick, 12" in diameter at women's rest rooms. A 12" diameter circle with a triangle superimposed on the circle and within the 12" diameter at unisex rest rooms. The required symbols shall be centered on the door at a height of 58" - 60". Braille signage shall also be located on the wall adjacent to the latch outside of the doorways leading to the sanitary facilities. SINGLE ACCOMMODATION FACILITIES 45. Show a sufficient space in the, toilet room for a wheelchair to enter the room and close the door, per Section 11 B-6.03.2. The space is required to be: ~:60" diameter. A T-shaped space as shown in Figure 11 B-304.3.2. C) Doors are not permitted to encroach into this space by more than 12 inches. 46. Show that the water closet is located in a space which.provides: A clear space at the water closet in compliance with Section 11 B-604.3.2 (this prohibits any fixtures from encroaching into the clear space at the rear wall),. A clear space in front of the water closet measuring 60" wide by 48" in front. Section 11 B- 604.3.1. Seethe following figures. i) Please notice that the 28" clearance required in the previous code (between the • water closet and the Iavatory) has been changed to a 60" clearance as shown in the figure. • CNI< FLUSH ACTIVATOR ON WIDE SIDE -p it A 18" 1 \ 32" MIN MIN, \CLEAR \V Carlsbad 14-2678 10/24/14 CENTERLINE OF FIXTURE i7!'18T CENTERLINE OF FIXTURE 18" MIN. 47 Doors may swing into the restroom as long as there is a clearance of at least 30" x 48" beyond the swing of the door. Section 11 B-603.2.3. RESTROOM FIXTURES AND ACCESSORIES Show, or note, on the plans that the accessible water closets meet the following requirements, per Sections 11 B-604.4 and 11 B-604.6: Carlsbad 14-2678 10/24/14 The seat is to be ~!17" but :519" in height. The controls for flush valves shall be: Mounted on the side of the toilet area. Be :544" above the floor. 49. Show, or note, on the plans that accessible urinals meet the following requirements, per Section 11B-605: a) The rim of at least one urinal shall: Project at least 131/2 "from the wall. Be :517" above the floor. b) The control mechanism is to be located :544" above the floor. C) ~30" x 48" clear floor space is provided in front of the accessible urinal. i) 36"x48" clear floor space when the urinal is located in an alcove that exceeds 24" in depth, per section 1113-305.7.1. 50. Show that accessible lavatories comply with the following, per Section 11 B-606: ~30" x 48" clear space is provided in front for forward approach. The clear space may include knee and toe space beneath the fixture. When lavatories are adjacent to a side wall or partition, there shall be a minimum of 18" to the center line of the fixture to the wall. The counter top is :534" maximum above the floor. ~!29" high, reducing to 27" at a point located 8" back from the front edge. ~!9" high x 30" wide and 17" deep at the bottom. Hot water pipes and drain lines are insulated. 51. Show that grab bars comply with the following, per Sections 11 B-604.5 and 11 B-609: Grab bars shall be located on each side or one side and the back of the water closet stall or compartment. They shall be securely attached 33" - 36" above the floor, and parallel. C) Grab bars at the side shall be located: Be ~!42" long with the front end positioned 24" in front of the stool. Total length of bars at the back shall be ~!36". The diameter, or width, of the grab bar gripping surface is ~!1 Y4"but :52", or the shape shall provide an equivalent gripping surface. If mounted adjacent to a wall, the space between the wall and the grab bar shall be 1½". 0 COUNTERS Carlsbad 14-2678 10/24/14 52. The tops of reception counters shall be 34" maximum above the floor. Section 11 B-904. The disabled accessible section of reception counter shall be located at a section of counter that is at least 36" wide and no more than 28' to 34" high. Section 11 B-904. END OF PLAN REVIEW 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, calOulation page, etc; 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 Chuck Mendenhall at Esgil Corporation. Thank you. Carlsbad 14-2678 10/24/14 [DO NOTPAY— THIS IS NOTANINVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 14-2678 PREPARED BY: Chuck Mendenhall DATE: 10/24/14 BUILDING ADDRESS: 2515 Pio Pico Dr. BUILDING OCCUPANCY: B BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Dentist Office TI 1680 City Est 70,257 Air Conditioning Fire Sprinklers TOTAL VALUE 70,257 Jusdiction Code Icb 113y Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: Eli Complete Review lJ Structural Only $494.13 $321.18! LiRepeutive Fee , Repeats LI Other Hourly EsGil Fee $276.71 Comments N/A I6dditi6n tó*thea $jr )theGreenreew Sheet 1 of 1 macvalue.doc + CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 10/28/14 PROJECT NAME: HURST Orthodontics - Addition/Remodel PROJECT ID: PLAN CHECK NO: CB142678 SET#:l ADDRESS: 2515 Pio PicoDr APN: 156-120-72 VALUATION: $70,257 APPLICANT CONTACT: mikelloyd@cox.net Tlis plan check review transmittal is to notify you of clearance by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by the Construction & Inspection Division is required: Yes 1 No For status from a division not marked below, please call 760-602-2719 This plan check review is NICOMPLETE Items missing or incorrect are listed F-1 on the attached checklist. Please resubmit amended plans as required. LAND DEVELOPMENT ENG. 760-602-2750 - Chris Sexton Kathleen Lawrence - Greg Ryan F-1 L. - 760-602-4624 760-602-2741 760-602-4663 ChrisSexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov Gina Ruiz Linda Ontiveros fl1 Cindy Wong 760-602-4675 760-602-2773 --- 760-602-4662 Gina.Ruiz@carIsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov - - Dale Willis A. 760-602-2784 j Dominic Fieri L..J 760-602-4664 Dale.willis@carlsbadca.gov Dominic.Fieri@carlsbadca.gov Remarks: No additional Engineering Fees PLANNING DIVISION Development Services BUILDING PLAN CHECK Planning Division 1635 CITY OF APPROVAL Faraday Avenue (760) 602-4610 CARLSBAD P-28 DATE: 12/17/14 PROJECT NAME: DENTAL OFFICE EXPANSION PROJECT ID: PLAN CHECK NO: C13142678 SET#: ADDRESS: 2515 PlO PICO DR APN: This plan check review is complete and has been APPROVED by the PLANNING Division. By: GINA RUIZ A Final Inspection by the PLANNING Division is required Yes E 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. This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: MIKELLOYD@COX.NET For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING .. 760-602-2750 - FIRE PREVENTION 760-602-4665 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov Kathleen Lawrence 760-602-2741 KathIeen.Lawrence@carIsbadca.ov Greg Ryan 760-602-4663 Greporv.Ryan@carIsbadca.gov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov Linda Ontiveros 760-602-2773 Linda.Oniveros@carIsbadca.ov Cindy Wong 760-602-4662 Cynthia.Won@carIsbadca.ov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Plan Check No. CB142678 Address 2515 PlO PICO DR Date 12/17/14 Review #3 Planner GINA RUIZ Phone(760)602-4675 APN: 156-120-72-00 • Type of Project & Use: DENTAL OFFICEADDITION Net Project Density: DU/AC Zoning: R-P-Q General Plan: Q Facilities Management Zone: 1. • CFD (in/out) #_Date of participation:_____ Remaining net dev acres:_____ (For non-residential development: Type of land use created by this permit: REVIEW #: 2 3 Legend: E Item Complete El Item Incomplete - Needs your action LI LI Environmental Review Required: YES LII NO E TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: LI LI Discretionary Action Required: YES LI NO TYPE (PER 21.06.040 (3) EXEMPT FROM SDP REQUIREMENT AS ENLARGMENT IS UNDER 1,000 SQ FT) APPROVAL/RESO. NO. •DATE PROJECT NO. OTHER RELATED CASES: AV 85-10 APPROVED A REDUCED FRONT YARD SETBACK • . FROM 2O'TOIO' Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: LI LI Coastal Zone Assessment/Compliance . Project site located in Coastal Zone? YES LI NO CA Coastal Commission Authority? YES F71. NO If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619)767-2370 Determine status (Coastal Permit Required or Exempt): LII LI Habitat Management Plan Data Entry Completed? YES LI NO If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) . • - LI fl Inclusionary Housing Fee required: YES LI NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES LI NO LI (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) • LI LI Housing Tracking Form (form P-20) completed:.. YES LI NO LI N/A P-28 • Page 2 of 3 • • • 07/11 Site Plan: LIE Li ALL SETBACKS NEED TO BE SHOWN City Council Policy 44 - Neighborhood Architectural Design Guidelines Li Li 1. Applicability: YES [II] NO Li LI 2. Project complies: YES LI NOD .I.I. Zoning:. Setbacks: Front: - 85-10 Interior Side: Street Side: Rear: Top of slope Required Shown '10' - LEGALLY APPROVED BY.AV Required 1Y Shown 10 Required Shown N/A Required Shown Required N/A Shown NL Li Li Accessory structure setbacks: . Front: . Required _____ Shown Interior Side: Required Shown Street Side: . Required Shown Rear: . Required Shown Structure separation: Required ' Shown • Li. Li 3 Lot Coverage: . Required 60% MAX Shown 22/o • Li Li . 4. Height: . , ' Required Shown • Li Li 5. Parking: Medical Office=Spaces Required 17(1/200 SQ FT) Shown il (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown N/A 'Li Additional Comment PLANCHECK NO. 1: #1. PLEASE STATE ON THE PLANS THE SIDE Li Z AND REAR YARD SETBACKS. #2. PLEASE REVISE THE PARKING RATIO TOTAL ON SHEET SP UNDER PROJECT INFO FROM 16.125 TO 17, WHICH IS CONSISTENT WITH 21.11.010 (C) STATING ANY FRACTIONAL CALCULATION OF TOTAL PARKING SPACES SHALL BE ROUNDED UP. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER GINA RUIZ DATE 12/17/14 P-28 . Page 3 of 3 , , ' 07/11 C'ITY OF LAI DATE: 11.03.2014 'PLAN CHECK NO: I SET#: 1 PLAN CHECK REVIEW TRANSMITTAL, PROJECT NAME: Dr. Hurst ADDRESS: 2515 PlO PICO DR :U cop'! Community & Economic Development Department 1635 Faraday Avenue, Carlsbad CA 92008 www.carlsbadca.gov PROJECT ID: CB142678 APN: This plan check review is complete and has been APPROVED by the FIRE Division. By: G. RYAN A Final Inspection by the FIRE Division is required Z Yes II No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plansas required. Plan Check Comments have been sent 'to: M. LLOYD' You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION' 760-602-4610 760-602-2750 760-6024665 Chris Sexton Kathleen Lawrence Z Greg Ryan 760-602-4624 • 760602-2741 760-6024663 Chris.sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gOv Gregory.Ryan@carlsbadca.Ov Gina Ruiz • Linda Ontiveros Cindy Wong :7606024675 760-602-2773 , 760-602-4662' Gina.Ruiz@carlsbadca.gov ' Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov , • LII ': ' ' (] DominicFieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Carlsbad Fire Department LJLDNG DEPT COPY Plan Review Requirements Category: TI, COMM Date of Report: 11-03-2014 S Reviewed by: 1e,a1t Name: MIKE LLOYD Address: 2138 CURTIS DR S VISTA CA S 5 92084 Permit #: CB142678 • Job Name: HURST ORTHODONTICS- REMODEL Job Address: 2515 PlO PICO DR CBAD St: B Please review carefully all comments attached. Conditions: S S S CITY OF CARLSBAD FIRE DEPARTMENT -"APPROVED:. S THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATIONOF ANY LAW. • • Entry: 11/03/2014. By: GR Action: AP Structural Calculations Designer: Mike LLoyd 2138 Curtis Drive Vista, CA. 92084 Tel. 760-631-4457 Fax. 760-630-2839 Engineer: For Addition/Remodel Dr. Brent Hurst 2415 Pio Pico Drive Carlsbad, CA 92008 Governing Code 2013 CBC Manning Engineering, Inc. 41892 Enterprise Circle South, Suite E Temecula, CA 92590 Tel. 951-296-1044 Fax. 951-296-104 Job It 5545 0CT 1 3 2O4 Manning Engineering Inc. Project Title; 41892 Enterprise Circle So. Ste. E Engineer: Project ID: Temecula, CA92590 Project Deser TeL#(951) 296-1044 Fax.#(951) 296-1047 30CT24 t58J ; Desciiplion: FLOOR JOISTS Calculations per NOS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 1000 psi E: Modulus of Elasticity Load Combination IBC 2012 Fb - Compr 1000 psi Ebend- xx 1700 ks Fc - Prll 1500 psi Eminberid - xx 620ksi Wood Species : Douglas Fir - Larch Fc - Perp 625 psi Wood Grade ; No.1 Fv 180 psi Ft 675 psi Density 32.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling 0(0.0133)L(0.05333) V V Span = 9.0 ft Service loads entered. Load Factors will be applied for calculations. Uniform Load; D = 0,01330, L=0.05333, Tributary Width = 1.0 ft ______________ lMaximum Bending Stress Ratio = 0.3441 Maximum Shear Stress Ratio = 0.150 :1 Section used for this span 2x10 Section used for this span 2x10 lb : Actual = 378.46 psi fv : Actual = 26.97 psi FB:Allowable = 1,100.00psi Fv:Allowabte = 180.00 psi Load Combination 40+14H Load Combination Location of maximum on span = 4.5001t Location of maximum on span = 8,245ft Span # where maximum occurs = Span #1 Span # where maximum occurs = Span #1 Maximum Deflection Max Downward L+Lr+S Deflection 0.047 in Ratio= 2293 Max Upward L+Lr+S Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.059 in Ratio = 1835 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C C FN C i Cr Cm C C1 M fb Pb V 1v pv 40*1 0.00 0.00 0.00 0.00 Length :9.Oft 1 0.076 0.033 0.90 1.100 1.00 1.00 1.00 1.00 1.00 0.13 75.54 990.00 0.05 5.38 162.00 40414H . . 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =9.olt 1 0.344 0.150 1.00 1.100 1.00 1.00 1.00 1.00 1.00 0.61 378.46 1100.00 0.25 26.97 180.00 404(144 tioo too 1.00 1.00 tOO 1.00 0.00 0.00 0.00 0.00 Length =9.ofl. 1 0.055 0.024 1.25 1.100 1.00 1.00 1.00 1.00 1.00 0.13 75.54 1375.00 0.05 5.38 225.00 40+S4FI 1.100 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =9.Oft 1 0.060 0.026 1.15 1.100 1.00 1.00 1.00 1.00 1.00 0.13 75.54 1265.00 0.05 5.38 207.00 4O'0.750Lr0.750L44 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length 9.Oft 1 0.220 0.096 125 1.100 1.00 1.00 1.00 1.00 1.00 0.54 302.73 1375.00 0.20 21.58 225.00 4040.750L40.750S#1 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =9.oft 1 0.239 0.104 1.15 1.100 1.00 1.00 1.00 1.00 1.00 0.54 302.73 1265.00 0.20 21.58 207.00 Manning Engineering Inc. Project Title: 41892 Enterprise Circle So. Ste. E Engineer: Project ID: Temecula, CA92590 Projectl) escr TeI.#(951) 296-1044 Fax,951) 296-1047 LoadCombination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C C FN C Cr Cm C t CL M lb F'b V Iv F'v +O.0.60W4l 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length 9.Oft 1 0.043 0.019 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.13 75.54 1760.00 0.05 5.38 288.00 4010.70E4f4 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =9.oft 1 0.043 0.019 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.13 75.54 1760.00 0.05 5.38 288.00 40+0.750Lr'0.750L40.450W441 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =9.Oft 1 0.172 0.075 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.54 302.73 1760.00 0.20 21.58 288.00 40..0.750L40.750S90.450W#41 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =9.0ft 1 0.172 0.075 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.54 302.73 1760.00 0.20 21.58 288.00 +040.750L40.750S40.5250E4H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =9.Oft 1 0.172 0.075 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.54 302.73 1760.00 0.20 21.58 288.00 40.60040.60W40.601-1 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =9.Oft 1 0.026 0.011 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.08 45.33 1760.00 0.03 3,23 288.00 40.60D40.70E40.60H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =9.011 1 0.026 0.011 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.08 45.33 1760.00 0.03 3.23 288.00 _ Load Combination Span Max. - Dell Location in Span Load Combination Max. '+ Dell Location In Span 1 0.0588 4.533 0.0000 0.000 Support notation Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.300 0.300 Overall MINImum 0.036 0.036 40441 0.060 0.060 4O4.4 0.300 0.300 .0+lj4I 0.060 0.060 40+S44 0.060 0.060 4040.750L(40350L441 0.240 0.240 4040.750L40.750S441 0.240 0.240 9040.60W441 0.060 0.060 .D.0.70EH 0.060 0.060 4040.750Lr40.750L40.450W9F1 0.240 0.240 4D.0,750L40.750S'0.450W44 0.240 0.240 +040.750L40.750840.525E441 0.240 0.240 40.60D40.60W40.60H 0.036 0.036 o;6oD4o.7oEo.6oH 0.036 0.036 0 Only 0.060 0.060 Lr Only L Only 0.240 0.240 S Only W Only E Only H Only PAGE OF _LOJ ....i............................................................................................................. ...................i.................... .... ...... ..r:........................... ............. ...- ......................................... ........................-... ..................... cl i I WL * - - ---..- ---- - --- - 4 3 - I v fo -- - - - -: IIIIIL I I I I PROJECT____________ MANNING ENGINEERING ENGR _______________________ . 41892 Enterprise Circle So. Suite E. Temecula. Ca. 92590 DATE _____________________ 951-296-1044 The 4CUT tip reduces Installation torque and makes driving easier. Identification on all SOS screw heads (SOS Wx3 shown) SIMPSON Strong-Tie The Simpson Slrong-11e Strong-0r1vescrew (SDS) is a ¼' diameter structural wood screw Ideal for various connector installations as well as wood-to-wood applications. It Installs with no predrilling and has been extensively tested In various applications. The new SDS is improved with a patented easy driving 4CUT" tip and a corrosion resistant double-barrier coating. The SD8 #8x1 W wafer head screw is ideal for miscellaneous fastening applications. The needle point ensures fast starts and deep 12 Phillips drive reduces cam-out and stripping. SOS FEATURES. The patented 4CUT lip has a square core and serrated threads to reduce installation torque and make driving easier with no predrilling and minimal wood splitting. A double-barrier coating finish provides corrosion resistance equivalent to hot-dip galvanization. Now one screw can handle interior, exterior and certain pressure-treated wood applications (see Corrosion lnfon'nalfon on page 18-19 for more infonnation %' hex washer head is stamped with the No-Equal sign and fastener length for easy identification after installation. MATERIAL Heat-treated carbon steel, Type-316 stainless steel FINISH: SDS—New double-barrier coating SOS screws may also be available yellow zinc dichromate or HDG (Not all sizes are available in all coatings — Contact Simpson Strong-lie for product avallab,T,!y and ordering irrionnallon) SD8x1.25—Eiectro Galvanized. CODES: See page 20 for Code Reference Key Chart. WARNING: Industry studies show that hardened fasteners can experience performance problems in wet or corrosive environments. Accordingly, the SD8 should be used In dry, Interior, and noncorrosive environments only. U.S. Patent 6,109,850: 5,897,280:7,101,133 These pmdus teaWze addiffonalcofrosion pro on. Additional products on this page may also be available with this option, shock with S/rnpaon Strung-lie for deiLs, SOS and SD Wood Screws Lize (in) Model tie Threai tength (in.) astener- per Carton' :.-"•- :: bIa.'>z ......................... .Shear4jO0)1___ walk 1OO She8r (100) WlthdrawaP (100) inteu ee1Ia1e. woo1isioe code WOCLISItiePMC__Steel$ede Plate SCL j I4ga4 12ga 10.gaor Gretitel Mootor.Steel SzdePlate 1w SPFLVL ga 14 ga & I21a 10 gaOl' Greater Wood orSteel Side Plte a %zxl'h SDSX1.25' - — — - 50 50 50 — — - 45 45 45 - 170 ¼x1t4 S0S25112 1 1 1500 — - 250 250 250 170 — — 180 180 180 120 - ¼x2 5D825200 116 1300 - — 5O 290w .215 - - 180 210 210 150 Ax.2½ 50325212 1½ 1100 430 — 2501 39Q. 420 - ____155 135 — 180 230 300 180 %x3 SDS25300 2 950 280 — 2501 420 420 345 200 — 160 300 300 240 15, %x3 50S25312 2% .900 340 340 2501 420 1 420 385 245 245 180 300 1 300 270 Li, Y4L 4% 30S25412 2~ 800 1 340 250 420.. 420 475 250 245 180 300 300 3306.F20 14x5 SD525500 2% 500 33 340 250 420 - 475 250 245 180 300 300 330 ' $0S25600 3¼ 600 35D 34I 250 420 420 aso 250 245 180 300 300 395 ¼x8 S0S25800 3¼ 400 IW 'i'. 250 420 420 j 560 250 J_245 180 300 300 Stainless-Steel SDS Wood Screws ... oe M d - . • Tbreae i.eflgttl . . astenerr PT SPFIHF Allowable I.oads'. Code 3haar1O0) - wmrawap 1OO) sbear4lOo) Withdrawa1 (100) WooiSIde Plate SteetIdePatr W$eP1atg Steel Side Plate cm.Carsfne— . . .:scL: ... j0o 12 teSlates o drStee 1W CL 16 ga .14ga& 12 g 0ga0r GmaW Need or Steel Sdeafes 1flx11A S03251.12SS 1 1500 - — 250 250 1 250 170 - - 1801 160 180 120 ~x2 SDS2S200SS 1¼ 1300 — — 290 ~90 " - - 180 210 210 160 Is ¼x2½ S0S25212S8 1½ 1100 190 — 250 390 420 255 135 - 180 280 300 180 1.1. t4x2 SDS2S300SS 2 950 180 — 250 420 a420 45 200 - 180 200 300 240 F20 ¼ x 3½ S0S25312SS 214 900 340 340 250 420 420 1 385 245 245 180 300 300 270 1., Screws may be provided with the 4CUT or Type 17 tip. SDS screws install best with a low speed W drill with a W hex head driver. All applications are based on full penetration into the main member. Allowable loads are shown at the-wood load duration factor of C'1.00. Loads may be increased for load duration per the-building code up to a C1.60. Withdrawal loads shown are in pounds (lbs.) and are based on The entire threaded section installed into the main member. It Thread penetration into the main member, is less than the Thread Length as shown In the table, reduce allowable Load by 172 tbs. x inches 01 thread not in main member. Use 121 tbs./inch for SPF. S. Fasteners per Carton represent the quantity of screws which are available in bulk packaging. Screws are also available in mini bulk and retail packs. Refer to Simpson Strong-lie0 List Price book. Contact Simpson Strong-lie for more information. 7. LSL wood-to-wood applications That require 4W. 5'. Tor 8' SOS screws are limited to interior-dry use only. S. SD8x1.25 reqUIres 101 minimum penetration. DO NOT USE SDaxi.25 wood screws with structural connectors unless specified arid stated in this catalog. Wall Stability Ratios Overturning = 1.69 OK Sliding = 1.21 Ratio < 1.5! Slab Resists Al! Sliding! Total Bearing Load = 1126 lbs ...resultant em. 5,61 in Soil Pressure ©Toe = 1,672 psi NG Soil Pressure @Heel = 0 psf OK Allowable = 1,500 psf Sod Pissure Exceeds Allowable! ACl Factored Toe = 2,137 psf ACt Factored @ Heel = 0psf Footing Shear @ Toe = 0.0 psi OK Footing Shear @ Heel = 1.4 psi OK Allowable 75.0 psi Sliding Caics Slab Resists All Sliding! Lateral Sliding Force 290.7 lbs less 100% Passive Force = . 125.0 lbs less 100% Friction Force = 228.8 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5: 1 Stability = 84.5 lbs NG Design Height Above Ftq Wall Material Above 'Hr Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb!FB +fa/Fa Total Force © Section Moment.. . Actual Moment .... Allowable Shear .... Actual Shear ..... Allowable Wail Weight Rebar Depth 'd' Lap splice if above Lap splice if below Hook embed into footing Concrete Data fc Fy Manfling Engineering Inc. Project Title: 41892 EnterprIse Circle So. Ste. E Engineer: Temecula, CA92590 Project DeSCC Tel.#(951) 296-1044 Fax.9(951) 296-1047 ProiectlD: [Criteria Retained Height' = 2.33 ft Wall height above soil = 0.67 ft Slope Behind Wall = 0.00:1 Height of Soil over Toe = 0.00 in Water height over heel = 0.0 it Vertical component of active Lateral soil pressure options: USED for Soil Pressure. USED for Sliding Resistance. USED for Overturning Resistance. [Surcharge Loads 'Surcharge Over Heel = 100.0 psf Used To Resist & Sliding Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning LAxial Load Applied to Stem Axial Dead Load = 150.0 lbs Axial Live Load = 220.0 lbs Axial Load Eccentricity 0.0 in Design Summary FS-oil Data Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 30.0 psf!ft Toe Active Pressure = 30.0 psf/ft Passive Pressure = 200.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density, Toe = 0.00 pcf Friction Coeff btwn Ftg & Soil = 0.250 Soil height to ignore for passive pressure = 12.00 in Lateral Load Applied to Stem Lateral Load = 0.0 plf ...Height to Top 0.00 ft ...Height to Bottom = 0.00 ft Wind on Exposed Stern = 0.0 psf F Stem Construction I Adjacent Footing Load Adjacent Footing Load = 0.0 lbs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist 0.00 ft Footing Type Line Load Base Above/Below Soil - it - at Back ofWall Poisson's Ratio = 0.300 Too Stem Stem OK ft= 0.00 = Concrete in= 8.00 = #4 in 18.00 = Center 0.141 lbs = 232.0 ft-l= 219.6 ft-l= 1,558.0 psi= 4.8 psi = 75.0 psf= 100.0 in= 4.00 in= 12.48 in= 6.00 in = 6.00 psi= 2,500.0 psi= 40,000.0 Calculations per ACt 318.11, ACI 53011, IBC 2012, CBC 2013, ASCE 7-10 Load Factors Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.600 Seismic, E 1.000 Manning Engineering Inc. Project Title: 41892 Enterprise Circle So. Ste. E Engineer: Project ID: Temecula, CA92590 Project Descc Tel.#(951) 296-1044 Fax.#(951) 296-1047 Description: DR.BRENT HURSTS Footing Dimensions & Strengths Toe Width = 0.50 ft Heel Width = 1 -0Q._ Total Footing Width = 1.50 Footing Thickness = 18.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0,00 ft ft = 2,500 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pcf Mm. As % = 0.0018 Cover @ Top 3.00 © Btm.= 3.00 in Footing Design Results 1 _j_. Heel Factored Pressure = 2,137 0 psf Mu': Upward = 234 0ft4b Mu': Downward = 34 41 ft-lb Mu: Design = 200 41 ft-lb Actual 1-Way Shear = 0.00 1.41 psi Allow 1-Way Shear = 75.00 75.00 psi Toe Reinforcing = #5©18.00in Heel Reinforcing = #5@18.00in Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings Toe: Not reqd,Mu<SFr Heel: Not req'd,Mu<SFr Key: No key defined Summary of Overturning & Resisting Forces & Moments .....OVERTURNING RESISTING..... Force Distance Moment Force Distance Moment Item lbs It ft-lb lbs ft ft-lb Heel Active Pressure = 220.0 1.28 280.9 SoilOver Heel = 85.4 1.33 113.9 Surcharge over Heel = 104.5 1.92 200.0 Sloped Soil Over Heel = Toe Active Pressure = -33.8 0.50 -16.9 Surcharge Over Heel = 33.3 1.33 44.4 Surcharge Over Toe Adjacent Fooling Load Adjacent Footing Load = Axial Dead Load on Stem = 150.0 0.83 125.0 Added Lateral Load = Axial Live Load on Stem = 220.0 0.83 183.3 Load @ Stem Above Soil = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = 300.0 0.83 250.0 Earth @ Stem Transitions = Total = 290.7 O.T.M. = 464.1 Footing Weight = 337.5 0.75 253.1 Resisting!Ovetturning Ratio = 1.69 Key Weight = Vertical Loads used for Soil Pressure 1,126.3 lbs Vert. Component = 1.50 Total = 906.3 lbs R.M. = 786.5 * Axial live load NOT ipcluded in total displayed or used for overturning resistance, but is included for soil pressure dculation. Total. Bearing Load = 1,078 lbs ...resultant ecc. = 4.68 in Soil Pressure cToe = 1,996 psi NG Soil Pressure Heel = 0 psf OK Allowable = 1,500 psf Soil Pressure Exceeds Allowable! ACI Factored t Toe = 2,558 psf AClFactored@Heel = Opsf Footing Shear @ Toe 4.9 psi OK Footing Shear @ Heel 1.4 psi OK Allowable = 75.0 psi Sliding Caics Slab Resists All Sliding! Lateral Sliding Force = 339.2 lbs less 100% Passive Force = - 125.0 lbs less 100% Friction Force = 210.8 lbs Added Force Req'd = 0.0 lbs OK .... for l.5: I Stability = 169.2 lbs NG Load Factors Dead Load 1.200 Live Load 1.600 Eaith,H 1.600 Wind,W 1.600 Seismic, E 1.000 Manning Engineering Inc. Project Title: 41892 Enterprise Circle So. Ste. E Engineer: Temecula, CA92590 Project Descr Tel.#(951) 296-1044 Fax.#(951) 296-1047 Project ID: 21.48 1.000 7.60 Criteria Retained Height = 2.33 ft Wall height above soil = 0.67 ft Slope Behind Wall 0.00:1 Height of Soil overToe = 0.00 in Water height over heel 0.6 ft Vertical component of active Lateral soil pressure options: USED for Soil Pressure. USED for Sliding Resistance. USED for Overturning Resistance. Surcharge Loads Surcharge Over Heel = 100.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load = 150.0 lbs Axial Live Load = 220.0 lbs Axial Load EccentrIcity = 0.0 in Design Summary Wall Stability Ratios [soil Data Allow Soil Bearing 1,500.0 psi Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf/ft Toe Active Pressure = 35.0 psfflt Passive Pressure = 200.0 psf/ft Soil Density, Heel = 110.00pcf Soil Density, Toe = 0.00 pcf Friction Coeff btwn Ftg & Soil = 0.250 Soil height to ignore for passive pressure = 12.00 In Lateral Load Applied to Stem Lateral Load = 0.0 plf ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft Wind on Exposed Stem = 0.0 psf Rebar Size Rebar Spacing Rebar Placed at Design Data lb/FB +f&Fa Total Force @ Section IN = Moment .... Actual ft-I = Moment.....Allowable ft-I Shear .... Actual psi = Shear.....Allowable psi = Wall Weight psf = Rebar Depth 'd' in= Lap splice if above in= Lap splice if below in = Hook embed into footing in = Masonry Data - Fm pst= Fs psi= Solid Grouting Modular Ration' = Short Term Factor = Equiv. Solid Thick. in = Masonry Block Type = 3 Masonry Design Method = ASD Adjacent Footing Load Adjacent Footing Load = 0.0 lbs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil 0.0 ft at Back ofWall Poisson's Ratio = 0.300 Toe Stem Stem OK ft= 0.00 = Masonry in= 8.00 = #5 in= 24.00 = Center 0.204 169.1 160.2 866.1 3.8 38.7 84.0 3.75 30.00 7.00 7.00 1,500 20,000 Yes Stem Construction Design Height Above Ftg Overturning = 1.38 Ratio <1.51 Wall Material Above "Ht", Sliding Slab Resists AN Sliding !1.00 Ratio < 1.5! Thickness Calculations per ACI 3*11, ACI 530-11, IBC 2012, CBC 2013, ASCE 7-10 Description: DR.BRENT Footing Dimensions & Strengths Toe Width = 0.50 ft Heel Width = 1.00 Total Footing Width = 1.50 Footing Thickness = 18.00 in Key Width 0.00'!n Key Depth = 0.00 in Key Distance from Toe = 0.00 ft fc = 2,500 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pot Mm. As % = 0.0018 Cover © Top 3.00 © Btm.= 3.00 in Manning Engineering Inc. Project Title: 41892 Enterprise Circle So. Ste. E Engineer: Project ID: Temecula, CA92590 Protect Descr Tei.#(951) 296-1044 Fax.951) 296-1047 hn ,nninn, ,v,m Pltnd: 6 OCT 2014. 11:I7AI,l Footing Design Results J... Heel Factored Pressure = 2,558 0 psf Mu': Upward = 0 Oft-lb Mu': Downward = 0 92 if-lb Mu: Design = 256 92 ft-lb Actual 1-Way Shear = 4.87 1.41 psi Allow 1-Way Shear = 75.00 75.00 psi Toe Reinforcing = #5 c 18.00 in Heel Reinforcing = #5@18.001n Key Reinforcing = None Spec!d Other Acceptable Sizes & Spacings Toe: Not req'd,Mu<SFr Heel: Not reqd,Mu<S*Fr Key: No key defined [Summary of Overturning & Resisting Forces & Moments .....OVERTURNING RESISTING..... Force Distance Moment Force Distance Moment Item lbs ft ft-lb lbs It f1b Heel Active Pressure = 256.7 1.28 327.7 Soil Over Heel = 85.4 1.33 113.9 Surcharge over Heel = 121.9 1.92 233.4 Sloped Soil Over Heel Toe Active Pressure = -39.4 0.50 -19.7 Surcharge Over Heel = 33.3 1.33 44.4 Surcharge Over Toe Adjacent Footing Load Adjacent Footing Load = Axial Dead Load on Stern = 150.0 0.83 125.0 Added Lateral Load = * Axial Live Load on Stem = 220.0 0.83 183.3 Load @ Stem Above Soil = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = 252.0 0.83 210.0 Earth © Stem Transitions = Total = 339.2 O.T.M. 541.4 Footing Weight = 337.5 -0,75 253.1 Resisting/Overturning Ratio = 1.38 Key Weight = Vertical Loads used for Soil Pressure = 1,078.3 lbs Vert. Component = 1.50 Total = 858.3 lbs R.M. = 746.5 * Axial live load NOT included in total displayed or used for overturning resistance, but is included for soil pressure carculation. , ProPhysics www.prophysics.com Professional Physics Solutions 1911 Evans Road, Cary, NC 27513 1 Phone 800.835.3615 • 919.465.2545 I Fax 919.465.2544 October 29, 2014 Dr. Brent Hurst, DDS Hurst Orthodontics 1207 Carlsbad Village Dr., Ste P Carlsbad, CA 92008 Telephone: 760-729-8101 Fax: 760-729-7696 Email: Bshurst@sbcglobal.net RE: DIAGNOSTIC X-RAY ROOM SHIELDING DESIGN REPORT Dear Dr. Hurst; Enclosed please find the shielding design report for the Carestream CS-9000 x-ray installation. Please review the report carefully for any inaccuracies and notify us for any revisions. You should check California Code of Regulations, Title 17, Division 1, Chapter 5, Subchapter 4, Group 3 regulations for any additional responsibilities you need to meet. You can access the state regulations via the following website address: http://www.dhs.ca.ov/rhb/ Retain a copy of the report to document the calculated shielding required to meet dose limits prescribed in California Code ofRegulations. Title 17, Division 1, Chapter 5, Subchapter 4, Group 3. Article 4, c' 30265 & 30628 California Code of Reulations, Title 17, Division 1, Chapter 5, Subchapter 4, Group 3, Article 4, § 30305(b) (1 & 2L requires you to develop and provide written safety procedures for.safe operation of each x-ray imaging system. If you would like assistance developing a site-specific Radiation Protection Program, please contact our office for a quote, or for any other questions or services we can help you with. "ProPhysics is here to help you as your resource for radiation safety services!!" Sincerely, Roger Vinson Health Physicist ProPhysics Innovations, Inc V ProPhysics www.prophysics.com TV Professional Physics Solutions 1911 Evans Road, Cary, NC 27513 I Phone 800.835.3615 • 919.465.2545 I Fax 919.465.2544 PLAN REVIEW SHIELDING REPORT Hurst Orthodontics 2515 Pio Pico, Carlsbad, CA 92008 Carestream CS-9000 October 29, 2014 Shielding Recommendations (see attached Room Drawing) Floor Plan Section Protecting Type Recommended Shielding AB Operator, Treatment SC, SU Existing 1.25" gypsum adequate; see Notes I & 2. View Window Operator, Treatment SC, SU Plate glass (1/4" typical); see Note 1. BC Treatment SU Existing 1.25" gypsum adequate; see Notes 1 & 2. CD Hall . SU Existing 1.25" gypsum adequate; see Note 1 DE Hall SU Any door, closed during exposures; see Note 1. EF Consult SU 0.15" gypsum (existing gypsum adequate); see Note 3. - FG Exterior SU Existing concrete/stucco adequate; see Note 1. GA Adjacent Space SU Existing 1.25" gypsum adequate; see Note 1. Floor Office SU Existing construction adequate; See note 1. Ceiling Roof SU None; no occupancy above. P = primary; S = secondary; C = controlled; U = uncontrolled Carestream CS-9000 ImaLyin2 Modes Imaging Mode (scans) kVp ____ K1mi4e AMR) CBCT scan 0* 80 0.18 Pan scan 30 80 0.11 Ceph scan 15 80 0.08 *3D module not installed at this time Additional Calculation Variables & Calculated Transmission Floor Ka Section P, (mR p.; Db r,rft Dt,arrierft Ceph: T (mR/week B(x)bare" AB(Opeiator) 10 7.3 8.5 1.00 0.84 11.84 AB(Treatment) 2 8 9 1.00 0.71 2.80 BC 2 9 9 1.00 0.60 3.35 CD 2 8.8 11 0.20 0.11 17.69 DE 2 8.8 11.4 0.20 0.11 17.93 EF 2 4 7.3 1.00 2.46 0.81 FG 2 5 2.8 0.03 0.08 26.09 GA 2 8.1 4.9 1.00 1.08 1.85 Floor 2 8 8 0.05 0.04 52.88 Ceiling NA NA I NA NA NA NA V ProPhysics www.prophysics.com V70 Professional Physics Solutions 1911 Evans Road, Cary, NC 27513 I Phone 800.835.3615 . 919.465.2545 I Fax 919.465.2544 Definition of Terms Nwk - number of scans for the modality per week K' —unshielded air kerma measured at 1 meter from source per modality scan Pweek - dose exposure limit per week Dbarrier - distance to the barrier of interest plus 1 foot T - occupancy factor Ktotal/baMer/ajj .. - total weekly unshielded air kerma for all modalities at the barrier of interest B(X)rier - radiation transmission through a given bather material (x) Table Notes and Additional Information Note 1: The calculated dose at this section of the floor plan and areas beyond this section is less than the regulatory occupational or public dose limits. Any planned or existing construction is adequate. Note 2: Although the calculated dose at this section of the floor plan and areas beyond this section are less than the regulatory occupational or public dose limits, the operator should control this area to minimal occupancy during exposures to ensure doses are maintained As Low As is Reasonably Achievable (ALARA). Note 3: Any recommended shielding is the total thickness of material needed for the floor plan section to reduce the radiation dose below regulatory limits. Example: 1.25" of gypsum recommendation is met if there is 5/8" gypsum on each side of the wall. If the existing material thickness is greater than the recommended thickness, then no additional shielding is necessary. The occupancies of areas beyond the floor plan sections immediately adjacent to the imaging area have been considered when determining shielding recommendation. The exposure control switch shall be of the dead-man type. If a recycling tinier is employed it shall not be possible to make a repeat exposure without release of the exposure switch to reset - the timer.{Ca4fornia Administrative Code, Title 17, Division 1, Chapter S, Subchapter 4, Group 3. Article 4. iS' 30311 (a)(6)l Each installation shall be provided with a protective bather for the operator Or shall be so arranged that the operator can stand at least 6 feet from the patient and well away from the useful beam; {California Administrative Code, Title 17. Division 1. Chapter S. Subchapter 4. Group 3. Article 4. § 30311 (a)(7)I Hurst Orthodontics 2515 Pio Pico, Carlsbad, CA 92008 Carestream CS-9000 October 29, 2014 (Continued) Wall shielding/construction should extend from the finished floor to a height of at least 84 inches. All shielded barriers, including view windows and frames, doors and door frames, should be of the specified shielding equivalencies or greater and should have no voids. Any penetrations in the shielding should be designed to afford the same shielding equivalency as specified for that barrier. Penetrations in the shielding (electrical boxes, cables, fasteners, etc.) should be secured in place with mechanical fasteners or by welding. Metal screws do not require lead caps and the use of tapes, adhesives or plastic materials as a fastener is not recommended. ProPhysics Innovations, Inc. is not responsible for errors in shielding requirements based on inaccurate information provided by the plan review requestor. IMPORTANT - This plan review is specific for the information provided by the requestor. Any changes in equipment, room layout, occupancy of adjacent areas, changes in x-ray workload, upgrades to additional imaging modalities, changes in field size of imaging receptors, or any other condition that may contribute to an increased risk of radiation exposure will require re-evaluation of the shielding by a qualified physicist. If there are any doubts about what may constitute a change, please contact ProPhysics Innovations. These shielding specifications have been prepared in accordance with guidelines set forth in National Council on Radiation Protection and Measurements Report(s) 145 & 147, and California Administrative Code. The state agency may impose additional requirements, as it deems appropriate or necessary to minimize danger to public health, safety or property. Shielding Calculations Performed by: 4 Roger Vinson Health Physicist ProPhysics Innovations, Inc Hurst Orthodontics 2515 Plo Pico, Carlsbad, CA 92008 Carestream CS-9000 October 29, 2014 Room Drawing Scale: 114"=l' Control J tent Switch Hallway Adjacent Space (1000/0 occupancy) I C + Exterior F <4e'4 CITY OF CARLSBAD UNREASONABLE HARDSHIP EXCEPTION TO DISABLED ACCESS REQUIREMENTS B-30 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Project Address Permit # ,4 fl. 1*2J1B Owner Telephone cL Applicant J. Telephone &Ss It is request that the aboe'ñamed proJec5/be granted an exception from the accessibility requirements of the 2010 California Building Code, as specifically noted below: A. Section 1134B General Exception: Applicable to existing building where the construction cost at this VaIuat,onThrethoIdAmount tenant space over the last three years does not exceed the valuation threshold amount. The specific accessibility features that create a hardship may be exempted but not all the accessibility features. The area of alteration itself may not be exempted. If not, is this feature going to be if so, what is the cost of making Access Features Item Does this feature meet the made accessible as part of this feature accessible? Provide description be/ow latest edition of Title 24? permit? Attach documentation Path of travel to entrance 9 ' $ -Entrance )Path of travel in bldg to area of remodel 4Tator Sanitary facilities $ Cc, 10 .° -6--Public Telephones if pro vided --- -- $ - 7-Drinking Fountains if pro vided ---- " $ Other (Parking. signage, etc.) cpecify tv'c' $ ez' ' t 'c'q &oe. '(Please provide documentation, Le., siEned contracts, for all construction costs listed) Total cost of access features provided (A) S -3e)'000 Total cost of construction of this project and all othe work performed $ '1 O 7cj over the last 3 years In this tenant space (B) I *percentage of total cost of project (20% minimum): (A #8) x 100916 % 6r'? 6/to Description of access features to be provided j er- '\1'Ic g Alterations performed over the last three years in this tenant space. Include in total valuation B above unless 20% of valuation of individual remodel has already been expended on access feature (provide documentation), Permit Number Date Description Valuation S B-29 Page 1 of 2 Rev. 03109 B. Specific Exceptions Do not use this portion ifpartA has been completed This partis generally used for remodels exceeding the threshold amount and where Title 24 provides an exemption from specific accessibility features. Exceptions Requested Code Section/Exception Cost of Making Features Accessible Attach Documentation Total $ Description The cost of all construction contemplated is $ The access feature increases the cost of construction by percentageof construction cost The impact on financial feasibility of the project, if the requested exception is not approved is The facility is used by the general public for the purpose of The follOwing.individuals provided information !ited above Architect/Designer L- -Owner/Tenant AA,Vj\ vu... . Address . - Address X20 C— 0 City State City State Zip Zip ( 4- (iy L '-to o Signature RequireJ Signature'- red ___________ Date 1 / DcTL Findings and decisions ,of the En cing Official 4.. / Request Granted General Unreasonable Hardship Exception request is approved based on Section 1134B.2.1 of the California Building Code Access features listed in part A of this form shall be provided as part of this permit. Specific Exception(s) request is approval based on Section(s) . All other access features shall be provided as specified in the California Building Code. of enforcing - print of enforcing official Date Name fficial lease Signature B-29 Page 2 of 2 Rev. 03/09 CTION RECEIVED DEC 16 2014 CITY OF CARLSBAD BUILDING DIVISION Robert Turner Construction General Contractor Lic#596619 1914 Stewart St Oceanside, California 92054-6420 Tale #780-519-8730 Job: Hurst Orthodontics Address: 2515 PioPico Dr. Carlsbad Date: December 2014 Phone: Description of Work to be Done/Ma Man Hrs Cost Per/Hr Total Mat. Costs 1 Demo walls and door and electrical in wall of handicap bath $0.00 $550.00 $0.00 2 Rebuild wall and door in new location. rehang door, redue electrical switch in wall $0.00 $1100.00 $0.00 3 redue drywall,paint,trim redue lighting in ceiling. $0.00 $0.00 $2100.00 4 Plumbing-see attached $0.00 $10539.00 $0.00 5 Flooring-see attached $0.00 $1350.00 $0.00 6 $0.00 $0.00 7 $0.00 $0.00 8 $0.00 $0.00 9 $0.00 $0.00 10 $0.00 $0.00 0 Sub Totals $0.00 $15639.00 Tax $0.00 Overhead $2971.41 Total Bid $18610.41 Michael Griffin Plumbing Inc. 4059 Cannel View Rd #36 San Diego, CA 92130 lic#824303 cell 760-518-8028 Date Estimate# 12/15/2014 143 PROPOSAL I Name /Address I Bob Turner/Brent Hurst 2415 Pio Pico Dr. Carlsbad, Ca 92008 Project To approve the extra work described above Please signe on line Signature Signature Date:12/15114 Client: Bob Turner Job site! Residence: 2515 Piopico Carlsbad, Ca Ph# Q.14ATKiNs TILE 132 WAvenida Gaviota San Clemente Ca, 92672 Lic #817960 P949-370-3225 Estimate Description Amount Install 12"x24" porcelain tile on brick joint layout on floor area Install 12"x24"porcelain tile on brick joint layout on all walls up to 36" high (wainscot) with rail at top edge Total $ 1,350.00 Contract price and terms of payment: In consideration of Services and Materials, Bob Turner shall paycontractor (Atkins Tile) as full and complete compensation up to ($1350.00), to be paid as follows: Deposit of $.00 upon approval and signing of contract. First payment in the amount of $675.00 upon commencement of services and balance of $675.00 upon completion. Prices include all labor and rough materials to complete job. **Homeowner/ Builder to supply all tile. This is an estimate only, based on today's prices and good for thirty days. When signed by both the contractor/ Homeowner and/or purchaser on the signature lines it becomes a contract. First (1) Initial site visit and estimate are free, any susequent site visits, meetings or consulting will be billed at $65.00 per hour unless authorized by Atkins Tile. Design services are not included in estimate price, and will be billed at $65.00 per hour if furnished by Atkins Tile. The undersigned herby orders performance of above work upon the understanding above outlined. In the event of default by purchaser, interest shall be charged at (20%) per annum from date of installation. In case suit is brought, or other legal proceedings are commenced to enforce any of the provisions of the contract the purchaser agrees to pay balance of unpaid contract in addition to attomey's fees. Any changes to original estimate can result in additional charges. Contractor Homeowner or Builder___________________ Thank You, Dean Atkins 949-370-3225 PROOUCT Ire Page No. of Pages P roposal EDWARD SHEDLEY CONCRETE & MASONRYRECEIVED 2445 Sierra Morena Avenue CARLSBAD, CALIFORNIA 92010 DEC 16 2014 PHONE/FAX (760) 729-2541 Ucens, #709963 CITY OF CARLSBAD __- - at ill fltM( fll\/ISION PROPOSAL SIJBMITTED TO PHONE -. fla_e1 ' Lk STREET JOB flAME 2 \ Pic Pico CITY, STATE and ZIP CODE JOB LOCATION c.vA J,2 I'S J. ARCHITECT DATE CF PLANS I JOB PHONE LT L JcLu ..... ..... ...... JL di L,cr .... .... J ci IA. L LI) jAA I./L€ E0 ropau hereby to all h Material and labor --complete in accordance with above specifications, for the sum of: IZQI/ el.—, dollars ($ ). tolemrade as foilows: 1 1) / c)1 COIkrCIL All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications Authorized involving extra costs will be executed only upon written orders and will become an extra Signature 6C11w charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry lire. tornado and other necessary insurance. Note: This proposal may. be Our workers are fully covered by Workman's Compensation Insurance withdrawn by us If not accepted within days. Acrptuiu of Proposal - The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized Signature to do the work as specified. Payment will be made as outlined above. Date of Acceptance: - — Signature 70 Of ) 'I -. - DEC LLe-i %-r- Mums 16 .2014 (PROPOSAL VO. c.A c0cQ 4o St CITY OFCARLSBAD SHEEf.I BUILDING DIVISION DATE PROPOSAL SUBMITTED TO: WORK TO BE PERFORMED AT. rNAME - ADDRESS eo ADDRESS - DATE OF PLANS PHONE NO. - ARCHITECT - %--1Z%4 -4 We hereby propose to furnish the materials and perform the labor necessary for the completion of C. i3 4- e 'fl..0 c& re ).RVT%t ?t - IQ 4 tD icT PoMS . AS Cc P )c1 D t,y%CL tL o•eO 3c,IAc L%& cQt rQ.UCL #aJ Vo 4 co w Q o 8 C ' ctc %tOV . L T ( SØL P All material is guaranteed to be as specified, and the above work to be performed in accordance with t h e d r a w i n g s a n d s p e c i f i c a t i o n s s u b m i t t e d f o r a b o v e w o r k a n d completed in a substantial workmanlike manner for the sum of________________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - Dollars ($ 9' C ) with payments to be made as follows. Any alteration or deviation from above specifications involving extra costs will b executed only upon written er0w and will become an extra charge Respectfully over and above the estimate. All agreements contingent upon strikes, submitted accidents, or dersys beyond our control. Per___________________________________ Note - this proposal may be withdrawn by us if not accepted within days. ACCEPTANCE OF PROPOSAL The above prices, specifications, and conditions are satisfactory and are hereby accepted. You are autho r i z e d t o d o t h e w o r k a s s p e c i f i e d . P a y m e n t s w i l l b e m a d e a s outlined above. Signature Date _________________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . Signature Hflr$ Otifla COUNTY OF SAN DIEGO PLANCHECK#:/ Department of Environmental Health Community Health Division ACTIVITY#:_______________ Radiological Health Program FEE AMOUNTS: occe 5500 Overland Ave Ste 110, San Diego, CA 92123 Tel (858)694-3621 Fax (858)694-3629 PA YMENT TYPE: / CASH DCI-IECK__________ A cc\s3rt-'r Cheek Number RADIATION SHIELDING PLAN CHECK APPLICATION Plans submitted by: 4M\E \\A.&Lc Phone#:(1(0) t- 4101' Facility Name! Owner's Name: tow , vtc—i'/4- -.j-i 2. Phone #: Job Site Address: Z I c \%Ccs Zip: Mailing Address, if different: C44JCi.t20O 'Zip: X-RAY MACHINE INFORMATION # of Rooms Manufacturer Model/Type OWNER/REPRESENTATIVE DECLARATION: I understand that the fee paid is based on my declaration of the radiation shielding classification. lithe declaration is incorrect, I understand that this application will not be approved until the appropriate fee is paid. Signature: _Title: Date: 1 /// This space for Office Use Only: COi O S DIEGO DEPARTMENT OF ENViROrMENiAL HEALTH RADIOLOGICAL HEALTH RADIATION SHIELDING APPROVED Based on the data submitted, the proposed. radiation shielding installati n is approved for: (type of establishment/u e) _repc c e4 1o12c1 fzc 1f r4- This facility will meet the structural shielding requirements of the California Radiation Control Regulations Date 121 I\J __ •* CLASSIFICATION NO. OF FEES FY TOTAL ROOMS DENTAL, MEDICAL, or FIRST TWO ROOMS (6CRAD ----- 0) 84.00 INDUSTRIAL I EACH ADDT'L ROOM UP TO 6 (6CRAD ---- O) 45.00 EACH MORE THAN 6 ROOMS (6CRADHR--O) IN ADDITION TO $264 BASE FEE, HOURLY FEE BASED ON REVIEW TIME HM-9901 (07-14) L+ ,1 COUNTY OF SAN DIEGO Billing Inquiries: Ph: 858-505-6930 .Y DEPARTMENT OF ENVIRONMENTAL HEALTH Fax: 858-5056848 P.O. BOX 129261 SAN DIEGO, CA 92112-9261 E-mail: DEHRevenue@sdcounty.ca.gov www.CCG .sdcdeh.org All Other Inquiries: 858-505-6700 RENEWAL NOTICE 800-253-9933 Business Name and Mailing Address Owner Information ) DR. BRENT HURST, D.D.S. HURST ORTHODONTICS DR.BRENT HURST Dr.Brent Hurst 2515 PlO PICO DR. Name(s): 2515 Pio Pico DR CARLSBAD, CA 92008 Business Location: Carlsbad, CA 92008 Bill for: Renewal Record Number: DEH20I4-CRAD-000144 Renewal Period: 01/01/0002 Record Type: Radiation Plan Check Amount Due: $84.00 DUE DATE: $50.00 or 50% delinquent fee is assessed after due date. Additional assessment of $100.00 or 100% after 30 days. Date Quantity Item Code Description Amount 12/15/2014 1 1 6CRAD---O I RADIATION SHIELDING PLAN CHECK FEES $84.00 TOTAL AMOUNT DUE: $84.00 77 For online payments go to hftp://www.dehpay.com Select the DEH tab In the General Search section, enter the Record Number in the Record Number field and click Search. Scrbll down to see the results, in the Action Column click on Pay Fee Due, then click on Continue with Application, and select one of the Payment options. -RETURN BorroM PORTION WITH YOUR PAYMENT: Make check payable to: couNTy OF SAN EGO, DElI Check here if this is a Business Location or Ownership change. PERMITS ARE NOT TRANSFERRABLE. Please apply for a new permit. See reverse side for additional instructions. Please print your e-mail address to better serve you If payment is made by Credit Card, please write your Confirmation #_______________________ COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH P.O. BOX 129261 SAN DIEGO, CA 92112-9261 Record Number: DEH20I4-CRAD-000144 Business Name: DR. BRENT HURST, D.D.S. Owner Name: Dr.Brent Hurst Business Location: 2515 Pio Pico DR Carlsbad, CA 92008 PAYMENT DUE DATE: AMOUNT DUE: $84.00 AMOUNT PAID: - 033061 \i,øI3-fl7 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE iwrs4 T.D OFFICE USE ONLY tEH 2r'iU - ipQo22.cLI SP DATE I I Business tI;iin. - . t5usOfllic &±iLxLLc Telephone # ProjedAddrci I Stale -?iop1 e0 MdllIfl9A4 _ State tpCode 4)f APN# MW Contact LIccj (Project Telephone # 7(C - The toilov4ng questions represent the facility's activities, NOT the specific project description. PART_1'_FR DEPARTMENT - HAZARDOUS MATERIALS DIVISION- _OCCUPANCYCLASSIFiCATION: Indicate by circling lia Item, whether your business wfll use. process, or Store any at the following hazardcrvs matenals. It any of the items are circled, applicant must contact the Fire Proteçlion Agency willi judsdictio prior to plan submilial. Facility's Square Footage (including proposed project): Occupancy Rating: Explosive or Blasting Agents S Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6, Oxidizers 10, Cryogenics ,J 0tertfet4th44ards Fl bie/Combustible Liquids 7. Pyrophori 11. Highly Toxic or Toxic Materials ('15. None of These. Flammable Solids 6. Unstable Reacthes 12. Radloactives PART_ If: _SAN _DIEGO COUNTY_DEPARTMENTOfENVIlONMENTALHEALTIj_- HAZARDOUS_MATERIALS_DlyISIONSIHMD): if the answer to any of the questions Is yes applicant must contact the Lounty if San Diego Hazardous Materials DIvision 5500 Overland Ave Sulle 110 San Diego CA 92123 Call (858) 505.6700 prior to the Issuance of a building permit. PEES ARE REQUIRED. Project Completion Date: JjJ_j_i Expected Date of j_,I,j 0 CaIARP Exempt YES NO (for new construction or remodeling projects) I " 0 is your business listed on the reverse side of this form? (check allthat apply). Date initials ' 0 Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 CatARP Required 0 Wit your business store or handle Hazardous Substances In quantities equal to or greater than 55 gallons. 500 pounds / 200 cubic feet, or cardnogens/reproducllve toxins in any quantity? Date Initials 0 Will your business use an existing or install an underground storage tank? 5 tJ Will your business store or handle Regulated Substances (CalARP)? 0 CaIARP Complete 8. 0 Will your business use or Install a Hazardous Waste Tank System (Title 22, Article 10)? 7. 0 Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to Date Initials or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). PART_Ill:_SAN_DIEGO_COUNTY .41R_POLLUTION_CON1'ROL_DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air PollutionControlDistrict(APCO),10124 oid_Groveload. San Diego, CA92131-1649, telephone (858) 568.2600 prior to the issuance of a building or demolition permit. Note: If the answer to questions 4 or 5 Is yes, applicant must also submit an asbestos notification form to the APCI) at least 10 working days prior to commencing demolition or renovation, except demolition 0j renovation of residential structures of four units or less. Contact the APCD for more information. YES N9 1. 0 Will the subject Facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD facleheet at httpf/_w.sdaJom/info/lats/oerrpiIjdi and the list of typical equipment requiring an APCO permit on the reverse side of this fnim. Contact APCD if you have any questions) 0 (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject tacitly he located within 1,000 feet of the outer boundary of a school (1< through 12)? (Search the California School Directory at btthl/w,'n,tuer*i __iWJt(/Sdl for public and private schools or contact the appropriate school district). ia' 0,A4as a survey been performed to determine the pscse;lcc.ofAsbestos Containing Materials? El Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? Will there be demolition Involving the removal of toad supporting structural member? Briefly describe usiness activities: Briefly describe proposed project: ,,,,t Pt k that to the best of my knowledge ande1 true and correct. , Name of Owner or Authorized Agent 'Signature of Owner or Authorizèdlgent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION, FOR OFFICIAL USE ONLY: BY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR occupANcY RELEASED FOR OCCUPANCY :, _ov7fi1 APCO COUNTY-HMD APCD COUNTY-HMO APCD Ift rvi'izo (t VA'flJ \Ji.o122.IILj - arm A wnrpri.iius cus 5jy usunipis ousinesses irom compiellng or updating a tilizainoUs Matenflls Business Plan. Olher permitting tequirernenls may Mill apply. HM-91 71 (02/I I) county of San Diego— DiH -. hazardous Materials Division 'C CITY OF CARLSWAD13 A PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Building@carlsbadca.gov Project Address: Permit No.: Q5i9`7r Information provided below refers to work 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. - 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 ............................................................................................................... Install/alter water line ......................................................................................................................... Number of new water heater . Number of new, relocated or replaced gas outlets? .................................................................... Number of new hose bibs? Residential Permits: New/expanded service: Numb-ef new amps: Minor Remodel only. Yes k, No Commercial/Industrial: Tenant Improvement: Number of existing amps involvedia this project: Number of new amps involved in this project: J3- New Construction: Amps per Panel: Single Phase ...............................................................Number of new amperes C~6— ________________ Three Phase.................................................................Number of new amperes_________________ Three Phase 480........................................................Number of new amperes________________ Number of new furnaces, A/C, or heat pumps New or relocated duct .......................................................................... Yes 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 B-18 Page 1 of 1 Rev. 03/09 CB142678 2515 PlO PICO OR B HURST ORTHODONTICS-REMODEL 1.541 SF OF EXISTING & ENCLOSE 139 SF OF ROFFED I ii % tfeAte4 &1cd 4 /Ic4 J 1 (25 f(L( kfrft4L- I 77-4LL H1f1tf hi (2/IfItN f!IInsDethon required by: J Plan J CM&l Fire LSWf4o i?J7 JISSUED J L Approved' Date By L BUILDING f2/fZ/ff cm )f PLANNING f- -7/ ,' £ce. I ENGINEERING LFIRE Expedite? ' j PIGrTAL FILES Required? V N HazMat APCD Health Forms/Fees Sent Recci Due?' By Encina V Fire I N V N HazI-lealthApCo V N School V N Sewer V N Stormwater V N Special Inspection) N CFD:Y N L LandUse: Density ImpArea: FY: Annex: Factor: PFF: V N Comments Date Date Date Date ng I O/.2-(/,I I2/(lfIC-I !Fire ing eering - L,4I,h nQ Done one 0 Done Done /47(