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Home My WebLink About1815 ASTON AVE; 101; CB991441; PermitCity of Carlsbad 05/26/1999 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 05/26/1999 Commekialllndustrial Permit Permit No: CB991441 Building Inspection Request Line (760) 438-31 01 1815 ASTON AV CBAD St: 101 TI Sub Type: COMM 2121201100 Lot #: 0 Status: ISSUED 20 Reference #: Entered By: DT CENTEX HOMES SAN DlEGO DIV TI 17,776 OFFICE AND R&D Issued: 05/26/1999 $560,098.00 Construction Type: VN Applied: 04/13/1999 Plan Approved: lnsPectAre&ji40 05/26/99 0001 01 02 Applicant: C-mT 33321.13 SUTPHIN ROBERT D 1421 PEGASO ST ENClNlTAS CA 92024 <LF> ROYAL VlLL 760-599-7525 Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee $1 11.00 Add'l Renewal Fee $160.00 Other Building Fee $0.00 MECHANICAL TOTAL $129.50 Pot. Water Con. Fee $0.00 Master Drainage Fee: $0.00 Meter Size Sewer Fee: $1 3,772.04 Add'l Pot. Water Con. Fee $0.00 TOTAL PERMIT FEES $34,550.66 A/' D::y?AJ,y97' Inspector: Clearance: H, NOTICE: Please take NOTICE that approval of your project includes the 'Imposilon' of fees, dedca8ons. reservations, or other exactions hereafter coileclveiy referrec to as 'feeslexactmns.' You have 90 days from the date his permlwas issued to pmtest impnsibn of these feeslexactions. If you protest them. you must follow the protest procedures setforvl in Government Code Section 66020(a), and file the pmtest and any otter required information with the City Manager for prmsing in accwdance with Callsbad Municipal Code SWn 3.32.030. Failure to lmely foibw that procedure will bar any sutsequent legal action to attack. review, set aside, void, or annul tteir imposition. Yware hereby FURTHERNOTIFIED that yourrightto prdestthespec~edfees/exactonsOOESNOTAPPLYtowa~randsewermo~nfeesandcapactiy changes. nw planning, zoning. gredirg or other similar applicatbn pmcessing or service fees in mnnecticm with ttis pmM NOR DOES IT APPLY to any feedexacfionr of which you have P(wiouslv been given a NOTICE similar to this, or as to which he statute of limiiauons has previously otherwise expired. CITY OF CARLSEAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 I FOR OFFICE USE ONLY PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 PLAN CHECK NO&yy/#f Plan Ck. Deposit Validated By Date 'li (Sec. 7031.5 Business and Profersionr Code: Any City or County which requires B permit to Construct, alter. improve, demolish or repair any structure. prior to it5 issuance. also requires the applicant for Such permit to file B signed statement that he is IicenSsd pwsuant to the provisions of the Contractor's License Law IChapter 9, commending with Section 7000 Of Division 3 Of the Business and Professions Codel or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by my Bpplicmt for B permit subjects the applicant to a civil penalty Of not more than five hu drsd dollars 155001). Name State License x 57~0~7 License class Designer Name I Address City D. Po- 7 4vrPww, A L 1452 PG&50 57- ew& CA szozu~7 $01594 - 7q~ Telephone I ' Address 'City StateIZip - City Business License x / 20 Sox 1 StatelZip Telephone --Ex-T..*s IUF+ 0. pt;trr 7 3uWtiiu. nG%dic, 0 of the work for which this permit is issued. issued. My worker's compensation insurance carrier and policy number are: -r XN5u,i&d& hFn/rJPt Poiicy NO. TU0 hd Flw Cwxpiration Date lc\w %si@ ~nwrance Company % ITHIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS I61001 OR LESS) to become subject to the Workers' Compensation Laws of California. I have and will maintain a Certificate Of consent to seif-insure for workers' compensation as provided by Section 3700 of the Labor Code. for the performance I have and will maintain workers' Compensation. as rsquired by Section 3700 of the Labor Code. for ths performance Of the Work for which this permit is a' CERTIFICATE OF EXEMPTION: I Certify that in the performance Of the work for which this permit is issued, I shall not employ any person in any manner so as I, as owner of the property or my employees with wages as their 5018 compensation. will do the work and the strwtuie is not intended or offered for 8.18 (Ssc. 7044, Business and Profsssionr Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon. and who does such work himself or through his own employees. provided that Such improvements are not intended or offered for sale. If. however. the building or improvement is sold within one year of completion. the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner Of the property. am exclusively contracting with licensed Contractors to Construct the project (Sec. 7044. Business and PrOfesSiOnS Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon. and COntraCtS for such projects with contractorlr) licensed pursuant to the Contractor's License Law). 1. 2. 3. I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. YES UNO I (haw I have not) signed an application for a building permit for the proposed work. I have contracted With the following person (firm) to provide the proposed Construction (include name I address I phons numbsr I Contractors license number): Business and Professions Code for this mason: 4. number I contractors license number): 5. I plan to provide portions of the work, but I ham hired the following person to coordinate, supervise and provide the major work linclude name I address I phone I will oravide some Of the work. but i have contracted (hired) the following persons to provide the work indicated (include name I address I phone number I type of work): is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Prssley-Tanner Hazardous Substance Account Act? YES NO is the applicant or future building occupant required to obtain B permit from the air pollmion control dinrict or air quality management district? YES NO Is the facility to be constructed within 1,000 feet of the outer boundary of a School site? YES 0 NO IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY MAV NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I Certify that I have read the application and state that the above information io correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building CWStruCtiOn. I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purpo~es. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAV ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA permit is required for excavations over 5'0. deep and demolition or Construction Of StrUCtUreS over 3 st0ries in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such or abandoned at any time APPLICANT'S SIGNATURE Uniform Building Code). DATE WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Inspection Request For 7/22/99 Permit# CB991441 Inspector Assignment: DH Title: CENTEX HOMES SAN DIEGO DIV Description: TI 17,776 OFFICE AND R&D Type: TI Sub Type: COMM Job Address: 1815 ASTON AV Suite: 101 Lot 0 Location: APPLICANT SUTPHIN ROBERT D Owner: JETT&JONES L L C <LF> ROYAL VlLL Remarks: Phone: 760931 1754 Inspector: fM Total Time: Requested By: BUZZ CD Description Act Comments Entered By: CHRISTINE 19 Final Structural m + 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Inspection History Date Description Act lnsp Comments 7/20/99 89 Final Combo NR DH 7/19/99 89 Final Combo NR DH 7/16/99 89 Final Combo NR DH ELECTRICAL RELEASE OK 7/15/99 84 Rough Combo AP DH T-GRID 7/14/99 84 Rough Combo PA DH 7/13/99 84 Rough Combo PA DH T-BAR MARKED ON CARD 7/12/99 14 Frame/Steel/BoltingNelding AP DH 7/9/99 84 Rough Combo PA RB T-BAR RMS 115-119OK 7/7/99 14 Frame/Steel/BoltingNelding AP DH LOC ON CARD 7/7/99 17 Interior LathIDrywall AP DH 7/6/99 17 Interior Lath/Drywall AP DH LOCONCARD 7/6/99 18 Exterior LathlDrywall AP DH 7/2/99 14 Frame/Steel/BoltingNelding AP DH 7/2/99 17 Interior Lath/Drywail AP DH 7/2/99 18 Exterior Lath/Dlywall AP DH 7/1/99 11 Ftg/Foundation/Piers NR DH 7/1/99 17 Interior Lath/Orywali AP DH LOCONPLANS 6/29/99 17 interior Lath/Drwall AP DH LOCATION ON PLANS - EsGil Corporation 2n Tartnersfiip witfi Government for 'Buicdng Safety DATE: May 25, 1999 JURIS DlCTlO N: Carlsbad PLAN CHECK NO.: 99-1441 0 PLAN REVIEWER 0 FILE SET iV PROJECT ADDRESS: 1815 Aston Ave., Suite 101 PROJECT NAME: T. I. for Centex Homes The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list 0 The check list transmitted herewith is for your information. The plans are being held at Esgil and should be corrected and resubmitted for a complete recheck. Corporation until corrected plans are submitted for recheck. [7 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant 0 The applicant's copy of the check list has been sent to: contact person. 0 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: D. Robert Sutphin Telephone #: Date contacted: 5/25/99 (by: Abe) Fax #: H REMARKS: Applicant to carry approved set of plans to the city. Ok'd by Mike Peterson on 5/24/99. Mail Telephone Fax In Person XX By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 MB EJ 0 PC 5/21/99 trnsrntl.do1 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 c - EsGil - Corporation ln Partnership witti gouernment for !Building Safety DATE: May 20, 1999 JU Rl SDl CTl ON : Carlsbad PLAN CHECK NO.: 99-1441 0 APPLICANT 0 FILE SET: I11 PROJECT ADDRESS: 1815 Aston Ave., Suite 101 PROJECT NAME: T. I. for Centex Homes The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 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: D. Robert Sutphin 1421 Pegaso St., Encinitas, CA 92024 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: 1 Fax #: REMARKS: Mail Telephone Fax In Person By: Abe Doliente Enclosures: Esgil Corporation 0 GA [XI MB EJ 0 PC 511 9/99 tmsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 99-1441 111 May 20, 1999 RECHECK PLAN CORRECTION LIST PROJECT ADDRESS: 1815 Aston Ave., Suite 101 SET: 111 DATE PLAN RECEIVED BY ESGlL CORPORATION: 5/19/99 DATE RECHECK COMPLETED: May 20,1999 I REVIEWED BY: Abe Doliente FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. 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 or other departments. 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. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit two new sets of prints to: ESGlL CORPORATION. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? QYes ONo Carlsbad 99-1441 I11 May 20, 1999 2. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. Check final sets of plans for signatures. Specify use of the mezzanine. Check for exit and ventilation requirements. Complete the window types. Window types A, B. 8. 10. 12. Show the required floor joists for the 20 ft span (1-314“ X 16” Microlam @ 16 0. C.) as called out in the structural calculations. Refer to sheet S-1 of the plans. Note: Revised floor joists are calculated based on 18 ff span. It appears that the span is more than that. Please check sheet A-3.1 of the plans. 14. Show FB2 (3-1/4”X9-1/2” TSL) as called out in the revised structural calculations. Refer to sheet S-1 of the plans. 17. Show the required hold downs (HD5A) al grid line 5 as called out in the structural calculations. lncorporate this on the original plans. This change was only inked on the blue prints. 19. Please see the following corrections for electrical, plumbing, mechanical and energy. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation. Thank you. t ELECTRICAL PLAN REVIEW t 1993 NEC t PLAN REVIEWER: MORTEZA BEHESHTI for each Specify size of secondary ground P transformer secondary ground system .. 2. NEC 250-26(~). 3. On single line diagram, identify all equipment as new or existing equipment. ON FOR PANEL “ACI” SHEET E-3 CORRECT THE PANEL NAME AND VOLTAGE RATING SHOWN Carlsbad 99-1441 I11 May 20,1999 4. Indicate the total load demand on the existing service. JUSTIFY THE ADDITIONAL LOAD ON EXISTING SERVICE. 6. Specifically show the location of all panels and transformers. NEC 1 IO-16,240- HOWEVER FLOOR PLANS SHOW ONLY (1) PANEL AND (1) TRANSFORMER. 24,300-21. SINGLE LINE SHOWS (3) PANELS AND (2) TRANSFORMERS, 8. Provide overcurrent protection on the primary and secondary side of transformers. NEC 450-3 PLEASE SHOW LOCATION AND INDICATE SIZES. Note: If you have any questions regarding this electrical plan review list please contact Morteza Beheshti at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER Eric Jensen PLUMBING (1994 UNIFORM PLUMBING CODE) The following items had no response from the initial plan check. 1. Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 610.0 2. Correct the water line sizing calculations to show the maximum velocities of 8 feet per second as per the Uniform Plumbina Code Installation Standard “3 for copper tubing. 3. 4. Provide drain, waste and vent plans. (Isometrics - floorplans are incorrect) Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 608.5 5. Provide combustion air for fuel burning water heaters as described in accordance with the Uniform Plumbing Code, Section 507.0 6. 7. Provide a plumbing fixture schedule. Detail curbs at entry to handicapped showers or show shower drain 48 inches from entry or door into the shower stall. UPC Section 410.3 Carlsbad 99-1441 I11 May 20,1999 8. Showers and tub-shower combinations, control valves must be pressure balance or thermostatic mixing valves. UPC Section 410.7 The waste pipe sizing is incorrect on the floorplans at the water closets. 9. ENERGY CONS E RVATl 0 N IO. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131 (d). The signed ENV-1 form must be imprinted on the plans. 11. Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (61 9) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EmC o r p o ra t i on - In Tartncrsfiip witfi Fouernmcnt for gui(ding Safety DATE: April 22, 1999 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-1441 SET: I R@NT REVIEWER 0 FILE PROJECT ADDRESS: 1815 Aston Ave., Suite 101 PROJECT NAME: T. I. for Centex Homes 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list The check list transmitted herewith is for your information. The plans are being held at Esgil 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant The applicant's copy of the check list has been sent to: and should be corrected and resubmitted for a complete recheck. Corporation until corrected plans are submitted for recheck. contact person. D. Robert Sutphin 1421 Pegaso St., Encinitas, CA 92024 [XI Esgil Corporation staff did not advise the applicant that the.plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person 0 REMARKS: By: Abe Doliente Enclosures: Esgil Corporation 0 GA MB EJ PC 411 5/99 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 (619) 560-1468 Fax (619) 560-1576 Carlsbad 99-1441 April 22, 1999 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 99-1441 JURISDICTION: Carlsbad I/TYPE OF CONSTRUCTION: V-N ACTUAL AREA: 17,776 SF ALLOWABLE FLOOR AREA: Existing STORIES: 1 (existing) + second story addn HEIGHT: SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: OCCUPANT LOAD: 178 + occ. Load from Second story. DATE PLANS RECEIVED BY ESGlL CORPORATION: 4/15/99 DATE INITIAL PLAN REVIEW COMPLETED: April 22, 1999 PLAN REVIEWER: Abe Doliente FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform 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 1994 UBC. 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. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed UD the recheck process, please note on this list (or a copvl where each correction item has been addressed, i.e., plan sheet number. specification section. etc. Be sure to enclose the marked up list when vou submit the revised plans. LIST NO. 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1994UBC) tifom.dot Carlsbad 99-1441 April 22, 1999 1. 2. 3. 4. 5. 6. 7. Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, (619) 560-1468 or to the jurisdiction's building department. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. Indicate the use of all spaces adjacent to the area being remodeled or improved. This refers to the space east of the T. I. Identify existing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. The tenant space and new andlor existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. Are sanitary facilities existing.This will have to be field verified. Provide a revised exit analysis Dlan. It appears that the occupant loads of the research areas are not correct. Please justify. Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction. Show compliance or clearly show on plans which of the following exceptions has been satisfied: a) Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped, with an automatic sprinkler system throughout and an automatic smoke-detection system is installed within the corridor. The actuation of any detector shall activate alarms audible in all areas served by the corridor. Within office spaces occupied by a single tenant, partial'height partitions which form corridors and which do not exceed 6 feet in height need not be fire resistive, provided they are constructed in accordance with Section 601.5 and are not more than three fourths of the floor-to-ceiling height. Section 1005.7. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the building in which the space is located is equipped with an automatic sprinkler system throughout. Section 1005.7. b) c) Carlsbad 99-1441 April 22, 1999 CITY OF CARLSBAD SUPPLEMENT 1. 8. 9. 10. 11. 12. 13. 14. 15. 16. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciallindustrial projects. For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculationslreports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1 161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculationslreports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculationslreports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. MISCELLANEOUS Provide a floor plan of the second floor addition. Specify use of this. Check for exit and ventilation requirements. To avoid confusion, make the grid lines on sheet S-I of the plans agree with the architectural plans. Complete the window and door types. Windows or glazing within 24” of the door must be safety glazing. Show the required floor joists for the 20 ft span (1-3l4” X 16” Microlam @ 16” 0. C.) as called out in the structural calculations. Refer to sheet S-I of the plans. Show HDR 2 (1-3/4 X 14” Microlam) as called out in the structural calculations. Refer to sheet S-I of the plans. Show FB2 (1-314 X 9-112” Microlam as called out in the structural calculations. Refer to sheet S-I of the plans. Show the required 22 ft. of shear wall type 2 at grid line C as called out in the structural calculations. Refer to sheet S-I of the plans. Show the required 14 ft. of shear wall type 2 at grid line 7 as called out in the structural calculations. Refer to sheet S-I of the plans. Carlsbad 99-1441 AprU 22. 1999 17. , -~- Show the required hold downs (HDSA) al grid line 5 as called out in the structural calculations. 18. 19. 20. 21. It would be nice if the structural calculations were sequentially numbered for easy reference. Please see the following corrections for electrical, plumbing, mechanical and energy. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 0 No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation. Thank you. + ELECTRICAL PLAN REVIEW + 1993NEC I + PLAN REVIEWER: MORTEZA BEHESHTI 1. 2. Specify the wire type (AL or CU) and insulation (i.e. THWN). NEC 310. Specify size of secondary ground and the "nearest electrode" used for each transformer secondary ground system (i.e., building steel, cold water pipe). NEC 250-26(~). 3. 4. 5. On single line diagram, identify all equipment as new or existing equipment. Indicate the total load demand on the existing service. Specify the wiring method you intend to use for this project (i.e., EMT, Metal Flex, NMC etc.). Carlsbad 99-1441 April 22, 1999 6. Specifically show the location of all panels and transformers. NEC 1 IO-16,240- 24,300-21. 7. 8. Provide the required working space about electrical equipment. NEC 110-16. Provide overcurrent protection on the primary and secondary side of transformers. NEC 450-3 9. Provide GFI protected receptacle(s) within 25 feet of HVAC equipment. NEC 210-8(b)2 & 210-63 Note: If you have any questions regarding this electrical plan review list please contact Morteza Beheshti at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER Eric Jensen 1. 2. 3. 4. 5. 6. 7. PLUMBING (1994 UNIFORM PLUMBING CODE) Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 610.0 Correct the water line sizing calculations to show the maximum velocities of 8 feet per second as per the Uniform Plumbing Code Installation Standard "3 for copper tubing. Provide drain, waste and vent plans. Show 1/4 inch per 12 inch slope on drain and waste lines. UPC Section 708.0 Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 608.5 Provide combustion air for fuel burning water heaters as described in accordance with the Uniform Plumbing Code, Section 507.0 Provide a plumbing fixture schedule. Carlsbad 99-1441 April 22. 1999 8. 9. IO. 11. 12. 13. 14. 15. Deiail curbs at entry to handicapped showers or show shower drain 48 inches from entry or door into the shower stall. UPC Section 410.3 Showers and tub-shower combinations, control valves must be pressure balance or thermostatic mixing valves. UPC Section 410.7 The waste pipe sizing is incorrect on the floorplans at the water closets. MECHANICAL (1994 UNIFORM MECHANICAL CODE) Detail the required roof access ladder to roof mounted HVAC equipment. UMC 321.8 HPIO is missing the duct detector symbol. ENERGY CONSERVATION On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131 (d). The signed ENV-1 form must be imprinted on the plans. Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad 99-1441 April 22, 1999 Air Conditioning Fire Sprinklers TOTAL VALUE VALUATION AND PLAN CHECK FEE 560,098 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-1441 PREPARED BY: Abe Doliente BUILDING ADDRESS: 1815 Aston Ave., Suite 101 DATE: April 22, 1999 BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V-N [XI 1994 UBC Building Permit Fee 0 Bldg. Permit Fee by ordinance: $ 2,202.55 [XI 1994 UBC Plan Check Fee 0 Plan Check Fee by ordinance: $ 1,431.66 Type of Review: [XI Complete Review 0 Structural Only 0 Hourly 0 Repetitive Fee Applicable 0 Other: Esgil Plan Review Fee: $ 1,145.33 Comments: Sheet 1 of 1 macvalue.dac 5196 Pl.ANNING/ENGINEERING APPROVALS RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMtNO REAL (<$lO,WhW) CARLSBAD COMPANY STORES VILLAGE FAlRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE r ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET stimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: /63 &e /O/ Bldg. Permit No. c8 ?93/S/y/ Prepared by: Date: y/&/SS Checked by: Date: I. Sq. Ft./Units: EDU's: 4. 7/ Types of Use: Sq. Ft./Units: EDU's: for all uses. Sq. Ft./Units: ADT's: &!D Types of Use: Sq. Ft./Units: ADT's: FEES REQUIRED: WITHIN CFD: dbridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) 0 NO fi 1. PARK-IN-LIEU FEE PARK AREA & #: FEEIUNIT: X NO. UNITS: &TRAFFIC IMPACT FEE 2 FEEIADT: do I kec do( X-'f OlS? #2 - DIST. #3 __ ADT'sNNITS: &. BRIDGE AND ADT'slUNITS: X FEE/ADT: =s ,pf UNITISQ.FT.: X FEE/SQ.FT./UNIT: =$ {m. EDU's: 4- 7/ X FEEIEDU: /gs't/ - -$ R733d.3Y k4. FACILITIES MANAGEMENT FEE ZONE: Id SEWER FEE PERMIT No. BENEFIT AREA f DRAINAGE BASIN: €Duns: 4. ?/ X FEEIEDU:/O 7 0 =$ -5n.?9.7 &6. SEWER LATERAL 1$2,500) =$ ,& & 7. DRAINAGE FEES PLDA HIGH /LOW ACRES: X FEE/AC: =$ ,kf TOTAL OF ABOVE FEES*: $ *w *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. P:UIOCSUIISFORMS\N CMCUUnON WORKSHEET REV 7/13/98 .s 2 ; 0 4 0 Coastal Zone AssessmentlCompliance d Type of Project & Use: 1. Net Project Density: DU/AC Zoning: General Plan: Facilities Management Zone: CFD lin/niit\ # Date of participation: Remaining net dev acres: Circle One - Project site located in Coastal Zone? YES- NOY CA Coastal Commission Authority? If California Coastal Commission Authority: Contact them at - 31 11 Carnino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: YES- NO- YES- NO Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. - lnclusionary Housing Fee required: YES __ NO (Effective date of lnclusionary Housing Ordinance . May 21, 1993.) - NO Data Entry Completed? YES - (AIPlDs, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN, Enter Fee. UPDATE11 Site Plan: 0 0 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: - ,@ 0 0 1. Setbacks: Front: Interior Side: Street Side: Rear: Required Shown Required Shown Required Shown Required Shown $n 2. Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown Fo 3. Lot Coverage: Required Shown p'm 0 4. Height: Required Shown a@ 5. Parking: Spaces Required Shown Guest Spaces Required Shown shoo &$;at tt OF spces. ?au;&c pdbnI\s SUM- 4- wan sCce. @ 0 Additional Comments ?mu; de a in& o\an ~hn w:n7 *, b,& 30 I-, -F 001, eeu~~~. I &[ OF 'e4"., *a. VlUCh l.rc sdee-h SUJ a x " E--. i)l il OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER $. I Carlsbad Fire Department 990151 2560 Orion Way Fire Prevention Carlsbad, CA 92008 (760) 931-2121 + Plan Review Requirements Category: Building Plan Date of Report: 04/22/1999 Reviewed by: Name: Sutphin, Robert Address: 1421 Pegaso St City, State: Encinitas CA 92024 Job#: 990151 Plan Checker: Job Name: Centex Homes CB991441 Job Address: 1815 Aston Av Ste. or Bldg. No. 101 Approved The item you have submitted for review has been approved. The approval is based on plans, information and l or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. !8 0 Approved Subject to The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information andlor specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and I or specifications required to indicate compliance with applicable codes and standards. 0 Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and I or standards. Please review carefully all comments attached. Please resubmit the necessary plans and l or specifications to this office for review and approval. Review 1 st 2nd 3rd Other Agency ID FD Job # 990151 FD File # STRUCTURAL CALCULATIONS FOR Centex Homes, MczLanine 1815 Astoo Avq Suite 101, Carlsbad, Cali. CLIENT: DATE ISSUED: ADril 10. 1999 D. Robert Sutphin. Desian GrouD DESIGN LOADS FLOOR DEAD LOAD: FLOORING 2.0 SHEATHING 2.0 JOISTS .................................................................................................... 3.5 DRYWALL 2.5 TOTAL DEAD LOAD 15.0PSF LIVE LOAD (LT. STORAGE USE PER UBC 1994 CHAPTER 16) 125.0 PSF LIVE LOAD (EXTERIOR DECK -WHERE INDICATED - 60 PSF) ............................................................................................... ............................................................................................. ............................................................................................... OTHER (ELEC.,ME~,MISC.) ................................................................. 5.0 TOTALLOAD 140 PSF INTERIOR WALL STLJDS 2.0 PSF DRYWALL 6.5 PSF TOTALLOAD 10.0 PSF .......................................................................................... ................................................................................... OTHER wc., MEW., MISC.) ..................................................... 1.5 PSF FLOOR JOIST DESIGN W = 15 PSF+ 125 = 14OPSF= 140X 1.33 = 186PLF USE TJJl%X11% @16"O.C. SPAN=12'-0". SPAN= 18'-0" / W = 15 PSF+ 125 PSF= 140 USE 140 X 1.33 = 186F'I.F MICRO LAM 1 'A X 14" @ 16 0.c I FLOOR BEAM DESIGN HDR 1 SPAN = 10' - 0" W = 140 PSFX 12'X !4 = 84OpLF USE 3 %" X 11" TSL HDR 2 SPAN = 3'0" Ww= 140 PSF X 21' X %= 1470 PLF USE3WX 9%"TSL HDR 3 SPAN = 8' -0" W = 140PSFX 1.33 X 1.2 = 93 PZF USE 3 %" X 9 %" TSL F.B. 1 sPAN=lT-O" 2.5 k FROM F.B.2 M = 2.SK X 7 X 10 + 17 = 10.3 'x USE 3 %" X 14" TSL Mu= 12.13 lX F.B. 2 SPAN = 7'4" W = 14s PSFX S ' X%= 362,s PZF USE 3 %" X9 Vi'' TSL Wu= 695 PLF LATEW ANAYLSIS SEISMIC LOAD SEISMIC ZQNE 4 Z = 0.4 1 = I.O(STANDAFUJ OCCUPANY) C = 2.75 W = TOTAL SEISMIC DEAD LOAD RW = FLOORWEIGHT DIAPHRAGM = 1 = (15.0 F‘SF + .25 X 125) (12’ X 42’) = 23.3 K WALLWEIGHT(TRTBUTARYToDIApHRAGM)=(1OF’S~(4.5’X42.0’)= 1.9K TOTAL WEIGH TRIBUTARY TO DIAPHRAGM = 25.2 K FLOOR WEIGHT DIAPHRAGM = 2 = 15.0 PSF + .25 X 125) (21.0’ X 44.0’) = 42.7K WALL WEIGHT (TRIBUTARY TO DIAPHRAGM) = (10 PSF) (4.5’X44’) = 2.OK 44.7 K TOTAL. DEAD LOAD SEISMICBASESHEARV=O,183W= DIAPH 1=.183X25.2K=4.61K DIApH2 = ,183 X44.7 = 8.2 K LATERAL ANAYLSIS SEISMIC LOAD SEISMIC ZONE 4 Z = 0.4 I = 1.0 (STANDM OCCUPANCY) C = 2.75 W = TOTAL SEISMIC DEAD LOAD RW= SEISMIC DEAD LOAD FLOOR WEIGHT DIAPHRAGM = 3 = (I5 PSF + .25 X 125) (12’ X 5’) = 8.8 K WALL WEIGHT (TRIBUTARY TO DIAPHRAGM) = (10 PSQ(4.5’ X 16.0’) = .72K TOTAL WEIGH TRIBUTARY TO DIAPHRAGM = 9.6 K FLOOR WEIGHT DIAPHRAGM = WALL WEIGHT (TRIBUTARY TO DIAPHRAGM ) = TOTAL WEIGHT TRIBUTARY TO DIAPHRAGM = TOTAL DEAD LOAD SEISMICBASESHEARV=O.l83W= DIAPH3=.183X9,6K= 1.8K LArrrW ANAYLSIS COW. DAIPH. 1 LONG DIRECTION W = 4.61K + 12 = 384 PLF 384 #/1 A I L . c' Rf=2304 ' 12'4" 2304 V DIAPH = 2304 + 42 = 55 PSF llOx/l [A A L1 TRANS. DIRECTION , W=4.61K+ 42=110PLF R= 242W 42'0" VDJAFW = 2420 + 12 = 201 USE % " P.W. W/10 a @ 6.647 DIAPH. 2 44x21 LO". DIRECTTON W = 8.2 +21= 390PLF VDIAPH= 4095+44=99PSF TRAMSV. DIRECTION W = 8.6 K + 44 = 195 PLF VDJAFW= 429O+ 21 =204PsF 1105 3"P.W. W/lOa@6.6.12 L L I R= 4095 21' 19s T -L I R=4590# 21' LATERAL CONT. DIM. 3 12' X 16' LONG DIFECTION W=1.8K+12=15OPLF VDIAPH= 900+ 16= 56PSF TRANS. DIRECTION W = 1.8K+ 16- 112PL.F 150 #/1 [. A R= 900 12.c 112 #/1 l.t------4' R=8% 16'4" VDIAF" = 8% + 12 = 74 F'SF USE " P.W. Wl 10 a tiJ 6.6.12 SHEAR WW DESIGN LINEA8rB DIAPH3 L = 810” V=900+8=112 #/I USE S. W 1 318- P.W W/ 8d @ 6.6.12 GOOD FOR 230 #/1 UES 1 NO UPLIFT LINE A DIAF” 2 L= 24’ - 0” V = 4095 + 24‘ = 170 #/1 NO UPLIFT LINE c DIAPH1&2 L=44 V = (2420 + 4095) + 22’ = 2% # NO UPLIFT LINE D DIAPH 1 V = 2420 + 12 = 201 #I1 USE 1 USE 2 CK UPLIFT h& = 2420 X 9 = 21780 ’‘ MRBs = (10x9 + 1.33 + 2 X 140)X 12X6= 13176 UPL.IFT = (21780 - 13176) + 12 = 719# SHEAR WALL DESIGN CONT. DIAPH. 1852 L = 42’ V= (2304 + 195 X 17) +42 = 134 #1 NO UPLIFT LINE 7 DIAF” 2 L=14’-0” V=195 X (23 X %) + 14 = 160 #/1 & = 2242 X 9 = 20178 Mm = (10 X 9 + 140 X 1.33 X 5)X 14 X7 = 17943 UPLIFT = (20178 - 17943) + 14’ = 159 # USE A USE A SHEAR WALL DESIGN COW. LINElBt2 DIAPH. 3 L=8' V= 8% + 8' = 112 #/1 NO UPLlFT LINE 3 DIAPH 2 L=8' V= 195 w/1 X4/2 +8= 50 #/1 LINE 4 DlAF"2 L=10' V= 195 XU2 + 10 = 78 #/1 LINE 5 DIAPHlB2 L= 12' TWO C' SkCTIONS V= (2304 + 8 X 185) + 12 = 322 #/1 USE USE USE USE S.W 4 3/8" P.W W/ 8d 4.4.12 GOOD FOR 360 #/1 CHECKUPLIFT h& = 3864 X 9 = 34776'4 MRas = (140 X6 + 10 X 9) X 6 X 3 = 16740 uPLlFT~(34776-16740)+6'~3006# USE HD5 ~ - ... -. Design Data - Allwable Stresses __ -: 5.50 in fc: PariIlil 11 kain : 'ZOO xi G5 psi I?ae Owatiw Factor : 1.00 : :130000 Dsi :;a*::: !4:d31us ioial loiuin Ht : 9.00 it !e far X-l !xis Axial Leads 2.00 it ~e i:r i-7 :xis Axial Leaas 0.00 it :i far X-Y 3inding : ?.OD it Deaa Live Short ieri 0.00 in (along "depth" axis) Co'lunn !isih ::'urn* dI$th : 3.58 :n :¶; denojng _. . . Applied loads Lxial Load ;iso.o t 3000.0 I 2.; # ... Eccentricity iransverse Holnent 3 in4 8 in-# 0 in-# Ec:eniric Side toad : 01 01 01 . . . .E::entric::y 0.30 in 0.00 in 0.130 in .... Distance above Base : 0.00 it 0.00 it 0.00 in Calculated loments Eouivaient Load 1 Hid-He?ght 01 Ot Ot Side Load bent 0 in-# 0 in4 8 in4 tax. Design noment : 0 in4 0 in4 0 in-t Actual Lxial Stress : 493.5 psi 4l5.S psi 77.9 psi Ailowable " " 793.: psi 193.3 psi !93.3 Dsi Lctual Bending Stress : 0.0 csi 8.0 psi 0.0 psi Allonable " " 920.4 DSI 810.4 Psi 820.4 psi Stress Interaction Value 0.62i -OK- 0.622 -OK- 0.0?8 -0X- Design Swiary DL+LL SLtLLtSI DLtSi Axial isad .. .L;centri:jty Transverse t4onent Ec:eniric Sibe Loa6 : .... F:c+niricitf . , , .Disrance above Sase : Ewivalent totd @ Hid-deiakt Side toad konent Max. Orsian Moment .. :'Ye . .. O€dO .X.J U ::3.0 il 0.33 in iajm? ":ioih' axis'i J in-d 0 in-1 01 01 ... 3.83 in 1.30 in 0.00 it 0.00 !i Calculated llorents 18 !# 0 in-li 0 in-# 0 in-U 0 in-k 30 0 in4 0 in4 Tile 24 Report for: CentexHomes -TI 1815Aston Cadsbad, CA 92008 Project Designer: D. Robert Sutphin Design Group 3252 Holiday Court ste 101 La Jolla, CA 92030 61 9.297.8066 Report Prepared By: Brian Bannock-GM PACIFIC COAST DESIGNS 161 1 So. Rancho Santa Fe Rd., Suite F2 SAN MARCOS, CA 9206S5157 (760) 47 1 -9000 Job Number: PCD #99170 Date: 411 2/99 4 City of Carlsbad 09/10/1999 Plan Check Revision Permit No:PCR99168 Building Inspection Request Line (760) 438-31 01 Job Address: 1815ASTONAVCBADSt: 101 Permit Type: PCR Status: ISSUED Parcel No: 2121201100 Lot #: 0 Applied: 07/08/1999 Valuation: $0.00 Construction Type: NEW Entered By: MDP Reference #: CB99-1441 Plan Approved: 07/26/1999 Issued: 09/10/1999 Project Title: CENTEX HOMES Inspect Area: STRUCTURAL REVISIONS FOR FOLDING PARTIONS Applicant: SUTPHIN ROBERT > ROYAL VlLL 1421 PEGASO ST ENClNlTAS CA 92009 760-599-7525 Plan Check Revision Fee FINAL APPROVAL Inspector: Date: Clearance: NOTICE Please take NOTICE that approval of your project includes the'lmpilon' of fees, dedcations, reservations, or other exacfions hereafler collectively referred to as "feedexadmns: You have 90 days from the date this perml was issued to protest imposition of these feeslexactions. If you protest them, you must follow the protest procedures set forth in Government Code Secljon 66020(a), and file the protest and any other required inforrnaBon with the City Manager for processing in amordance wlh Callsbad Municipal Code Seaon 3.32.030. Failure to lmelyfollow that pmcedure will bar any subsequent legal action to attack review, set aside, void, or annul their imposilon. You are hereby FURTHER NOTIFIED that your right to protest the speck fedexadions DOES NOT APPLY to water and sewer wnnection fees and capactiy changes, nor planning, zoning, grading or other similar applicakn pmcessing or service fees in connection with this project NOR DOES IT APPLY to any feedexadons of which you have previously been given a NOTICE similar to this, or as to which the statute of iimitations has previously othewise expired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 a?- FOR OFFICE USE OF cr PLAN CHECK NO. kcI -@ EST. VAL. Pian Ck. Deposit Validated By Date L' 1. PROJECT INFORMATION Address linclude BldgISuits XI I ($15 A'X60 A08 Sue I&\ Business Name (at thm address1 Legal Description Lot No Subdwirton NamslNumbar Unit No Phase NO TODI X of ""lrr %I?AJLTWL wAd&G +I& F~~DII&, PA ,u<i Tr d ASSBSSOI'I Parcel X Existing Use Ropoied Use Description of Work SO FT #Of Storla X at Bedrooms I of Bathrooms 0. lzpeem 5dPW 14 , AY 2/ rn &so 5T (760) 549-7525' v 2. CONTACT PERSON IH dmmm tmm appliurnl E&U&?34 ,c# Statslzlp ' Name Addrsrr CltV 1 3. APPLICANT &ranor Agent for Comnnor Owner 17 Agent lor Owner Name Address City StatelZip Telephone X 4. PROPERTY OWNER Name Address city StataIZip Telephone X 6. CONTRACTOR. COMPANY NAME fsec. 7031.5 Business and Professions Coda: Any City or County Which requires I permit to COnltrUCt. alter, improve. demolish or repair any strunure, prior to its ISSY~C~. also requires the epplicmt for such permit to file a signed statement that ha is licensed pursuant to the provisions of the COntraROr'S License Law (Chapter 9. commendmg Wlth Section 7000 of Division 3 of the BUSIMSJ and Rofarrions Codel Or that he is exempt therefrom. and the barfs for tho alleged exemption. Any violation ot Section 7031.5 by any applicant for a permit SubjeRS the applicant to a civil penalty of not mors than five hundred dollars l850011. Name Addieis City StatelZip Telephone X state LIC*".B t License C:larr City Burinerr License X Designer Name Address City StatelZip Telephone state LIceme t 6. WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 of the work for Which this permit I$ issued. wued. My worker's compensation insurance carrrer and po11cy number are: Insurance Company Policv NO. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS l8lOOl OR LESS1 CERTIFICATE OF EXEMPTION: I Certify that in the performance of the work for which this Permit is issued. I shall not emplw my person on any manner so as 10 become SubpR to the Workers' Companaatlon Laws Of Cslitarnla. WARNING: Failure IO secure workers' Compe1uation coverage is mhwhd. and shall subion an employer 10 criminal pnahies and civil finer up lo OM hundred Ihouimd dollars f8100.0001. in addition Io the cost of comp.(uation. darn-. u pmv*d for in Saclion 3706 of the hbor coda. inl.ns1 and amnmy's fns. SiGNATURE DATE 7. OWNER-BUILDER DECLARATION i hereby affirm that I am exempt from the COnmROr's License Law for the tollowing reason: 0 I, as owner Of the property or my employees With wages as their sole compensation. will do the work and tho structure is not intended or offemd for sale 1Ses. 7044, B~siness and Profasrianr Code: The Contractor's LIC~IISO Law does not apply to an owner of PIOPenv who builds 01 Improver thereon. and who doer such work himself or through his awn 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 01 improve for the purpose of salei. I. as owner of the propeny, am exdusiveIy contracting with licensed ContraCtDls to Cm6trUCt the PrOleCt ISec. 7044. Business and Professions Code: The Contractor's L~cense Law doer not apply to an owner of pmperty who builds or improver thereon. and Contracts for such projeRs with contraRor(il licensed pursuant to the Contractor's License Lawl. 1. 2. 3. I haw and will maintain B certificate of consent to self-insure for workers' comPsnration as provided by Saction 3700 of the Labor Code. for the performance I have and will maintain workers' compensation. as required by Section 3700 of the Labor Code. tor the PerlormancB of the work for which this permit IO I am exempt under Sscrion I ~srronallv plan to provide the malor labor and materials for Construction of the ProPosad Prapenv tmprovemant. YES QNO I (have I have not1 signed an application for a building permit for the proposed work. I have contracted with the folloivlng person lfirml to provide the proposed construction ImcIYde name I address I phons number I EOntraROrs license numbarl: Business and Profssrionr Code for this reason: 4. number I cOntraCtorr license numberl: 5. of workl: I plan to provide portions of the work. but I have hired the following person to coordinat8. wpewise and provide the major work (induds name I address I phons I will provide some of the work. but I have canrractsd Ihlredl the following persons to provide the work indicated (include name I address I phone number I type PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR IYDIY-RESIDWML BUILDING PERMITS ONLY 1s the applicant or future building OCoUpant required to submit a business plan. acutely hazardour materials regirtration form or risk management and prevention program under Sections 25505, 25533 01 25534 of the Piaslay-Tanner HPZ~I~S Substance Account AR? 0 YES NO 1s the applicant or future building Occupant required to obtain 8 permit from the air pollution Cantroi dinrin of air quality management district? 0 YES 0 NO Is the facility to be Constructed within 1,000 feet of the omer boundary of a school Sit07 YES NO IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REOUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 8. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a COnstruRion lending agency for the performance of the work tor which this psrmit is issued (Sac. 3097(il Civil Codel. LENDER'S NAME LENDER'S ADDRESS 9. APPLICAW CERTIFICATION I Canifv lhat I have read the application and state that the above information is correct and that the information on the Plans is accurate. I agree to comply woth ali City ordinances and State laws relating to building Construction. I hereby authorize raprsrsntativss of thn CitV of Carlsbad to enter upon the above mentioned Propany for insPBRion purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY DF CARLSBAD AGAINST ALL LIABILITIES. OSHA: An OSHA permit is raquirad 101 axcsvatiens over 5'0' deep and demdition M ConStNCtion of StrUctUIeL wef 3 stones in hsighi. EXPIRATION: Every permit issued work amhorized by such permit or abandoned at any time aft the w rk io JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CDNSEDUENCE OF THE GRANTING OF THIS PERMIT. uilding Official und the provisions of this Code shall expire by limitation and become null and void if the buildmg or ' hin 385 ays from the date Of such Permit or if the building 01 work authorized by Such permit is suspended not com e ed me sd for riod of 180 days Isaction 108.4.4 Uniform Building Cadcl. APPLICANT'S SIGNATURE qfL&W- DATE 7 /8/40/ WHITE: File YELLOW: Applicant PINK: Finance ~ ~~ ~~ - EsGil - Corporation In 'Partnersfiip witfi ~ouernmcnt for liuicdng Safety DATE: July 23, 1999 JURISDICTION: Carlsbad 0 FILE PLAN CHECK NO.: 99-1441 (PCR99168) PROJECT ADDRESS: 1815 Aston Ave, Suite 101 PROJECT NAME: Structural Changes for Folding Partition E The plans transmitted herewith have been corrected where necessary and substantially comply 0 The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list 0 The check list transmitted herewith is for your information. The plans are being held at Esgil 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant 0 The applicant's copy of the check list has been sent to: SET I with the jurisdiction's building codes. and should be corrected and resubmitted for a complete recheck. Corporation until corrected plans are submitted for recheck. contact person. Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: Mail Telephone Fax In Person E REMARKS: Revision No. 1. By: Abe Doliente Enclosures: Esgil Corporation GA 0 MB 0 EJ 0 PC 7/9/99 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 99-1441 (PCR99168) July 23, 1999 VALUATION AND PLAN CHECK FEE JU Rl SDl CTI ON: Carlsbad (PCR99168) PLAN CHECK NO.: 99-1441 PREPARED BY: Abe Doliente BUILDING ADDRESS: 1815 Aston Ave, Suite 101 DATE: July 23, 1999 BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V-N REVISION NO. I I TO THE ORIGINAL I SET OFAPPROVED I PLANS Air Conditioning Fire Sprinklers TOTAL VALUE 0 199 UBC Building Permit Fee 0 199 UBC Plan Check Fee Type of Review: 0 Complete Review 0 Structural Only Hourly 0 Repetitive Fee Applicable 0 Bldg. Permit Fee by ordinance: $ 0 Plan Check Fee by ordinance: $ 0 Other: Esgil Plan Review Fee: $ 87.15 Comments: 1 HOUR @ 87.15 Sheet 1 of 1 SX6' 1/4" STEEL TUBE Srm TUBE 4'X4. SEEL TUBE DOWEL m DisrC SLAB W/ #3 REBAR 16' O/C 4'- >*. .. FOOTING AND STEEL COLUMN SCALE: N.S. 1 I ,EXIST& CONCCRETE SLAB ALUM. TRACK (BY STEEL NBE MANUFACTURER) BEAM/ CLEAT SECTION 0 SCALE N.S. .. - .. . . . . . ._ -... FLAG POLE DESIGN W,v.ll = 23x8~14 = 2576 ‘ Pbh, = (23x5~14)/4 =402 ’ M=PxL =402x14’ = 5.6 using 36 KSI TS Change Change = PL3/3EI .84” = (402~14~xl728)/(3x29xlO~xI) I Req‘d = 26 It$ Use 6x6~114 5x5~12 = ,005 H = .005xl4’x12” = .84” .~ .. . .. ~. .. .’.~. .. FLAG POLE FOOTING DESIGN P = 2576’ A Rq’d = 2576 I 100 = 2.5 Use 18”xlS”Footing Po= 1610/4=402’ D2 = 4.25 PWS,B ’ D2 = 4.25 (4@2~14)/(lfSOdx2.%) D3= 5.7 -i I ? BEAM DESIGN 2576 # 23’4” ,, +--- a =PL3/48EI .A .,,=L/240= 1.15” I .15 = (2576~14~~1728)/(48X5~10~x1) I Rcq.d = 8.36 Lbf Use TS 5x3x1/4 or 4x4~5116