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Home My WebLink About2875 LOKER AV EAST; ; CB061774; Permit08-17-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: Building Inspection Request Line (760) 602-2725 CB061774 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: TERRYMONTELLO 2875 LOKER AV EAST CBAD Tl SubType: INDUST 2090831000 Lot#: 0 $614,005.00 Construction Type: VI RsfcrcncG i^'. SAFETY SYRINGE-4711 SF WHS TO EQUIP RM,3238 SF OFFICE TO OFF,5532 SF OFF TO Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: Owner: TECHBILT CONSTRUCTION CORP ISSUED 06/20/2006 RMA 08/17/2006 08/17/2006 P O BOX 80036 SAN DIEGO CA 92138 619 994-5557 Building Permit $2,078.71 Meter Size Add'l Building Permit Fee $0.00 Add'l Reel. Water Con. Fee $0.00 Plan Check $1,351.16 Meter Fee $0.00 Add'l Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $128.94 PFF (3105540) $2,358.17 Park Fee $0.00 PFF (4305540) $2,176.78 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) $815.36 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $752.64 Renewal Fee $0.00 PLUMBING TOTAL $76.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $2,010.00 Other Building Fee $0.00 MECHANICAL TOTAL $627.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $1,450.68 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Reel. Water Con. Fee $0.00 Additional Fees $0.00 HMP Fee ?? TOTAL PERMIT FEES $13,825.44 Total Fees: $13,825.44 Total Payments To Date: $13,825.44 Balance Due: $0.00 DING PLANS iN STORAGE ATTACHED Inspector: FINAL APPR Date: APPRO VAL 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 fees/exactions. If you protest them, you must follow the protest procedures set forth In Govemment Code Section 66020(a), and file the protest and any other required Infomiation with the City Manager for processing in accordance with Carisbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set askle, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees In connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have Dreviouslv been given a NOTiqE similar to this, or as to which the statute of limitations has previouslv othenwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 1. PROJECT It^FORMATION . „ FOR OFFICE USE ONLY PLAN CHECK NO^ EST. VAL. Plan Ck. Deposit Validated B Date ^ _ SM^T-j S'YAliUi Name (at this address) ( Address (include BIdg/Suite #) Business Legal Description^ ^ Assessor's Parcel # —t[-"7l| l|) IVflr^ Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units - Otflt^ Proposed use- >)(ijOt|' lA^fM^iTljO^-^WO^'V'^ .-...^ Existing Use ;---3A^t?T OTTItt^ " yS[T\^^ Proposed Use VUrvf V-VA,-,J^,I^^ Description of W^ork FT. #of Stories 2. —CONTACT PERSON (if different from applicant) ^ , ^ >«„ r rv # of Bedrooms tt of Bathrooms Name Address City I 1MI I J y r~^\JI\A \ COO I L ] 3. APPLICANT • Contractqt tj Aoent for Contractor • Owner • Agent for Owner State/Zip Telephone # Fax # Name 4. PROPERTY OWNER Address City State/Zip Telephone ff ^9 CA q?liD City State/Zip Telephone # Name Address 5. CONTRACTOR - COMPANY NAME (Sec. 7031.6 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] cr that he is exempt therefrom, and the basis for the alleged exemDtion. Any violation of Section 7031.5 by at^v applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars l$5001). State License ff Address License Class City Stste/Zip A I cic^i lui IC License ff I/iJAjJ^^g fiT^ Telephone ffli City Business Designer Name Address City State/Zip Telephone State License ff 6. WORKERS' COMPENSATION Workers' Compensation Declaration: 1 hereby affirm under penalty of perjury one of the following declarations: l~l 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. r~l I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company ^f/Uut^.f TW^ M'^AO'y. (^''hvfA'tf'^ Policy No. 7^' l^^(Pfi'7^ Expiration Date ^/c//T-OrS y (THIS SECTION NEED NOT BE COMPLETED IF THE P^MIT IS FOR ONE HUNDRED DOLLARS l$100l OR LESS) r~l CERTIFICATE OF EXEMPTION; I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Worker^^Xompensation Laws of California. WARNING: Failure to sepdfe worjMfs^ompensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100/iOO)^,ji^Mdition to yie cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE J ( (( /_ >^ DATE jtPff 7. OWNER^BUILDE^ I hereby affirm that I am exempt from the Contractor's License Law for the following reason: i~| I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). r~l 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 contractor(s) licensed pursuant to the Contractor's License Law). • I am exempt under Section Eiusiness and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. C] YES QNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR/V0/V-/?fS//)£Wra4i BUILDING PERMITS ONLY 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 Presley-Tanner Hazardous Substance Account Act? • YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? • YES • NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? • YES Q NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 8. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 9. APPLICANT CERTIFICATION I certify that 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 with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over S'O" deep and demolition or construction of structures over 3 stories 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 permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced tor ^jpep^ji^of^^O days-(Section 106.4.4 Uniform Building Code). DATE b~'^0 - Oy YELLOW: Applicant PINK: Finance APPLICANT'S SIGNATURE CityslCarlslil Final Bulimng Inspection Dept: Building Engineering Planning CMWD St Lite H Plan Check*: Pennit #: CB061774 Project Name: SAFETY SYRINGE-4711 SF WHS TO EQUIP RM,3238 SF OFFICE TO OFF,5532 SF OFF TO O Address: 2875 LOKER AV EAST Lot: Contact Person: TOM Phone: 7608227847 Sewer Dist: CA Water Dist: CA Date: 09/28/2006 Permit Type: Tl SubType: INDUST Inspectei By: Inspected By: mJi J^A/*io»*^ Inspected: 0 CrCt. Approved: C/-—^Disapproved: 5d ( Date ' Inspected By: Inspected: Date Inspected:. Approved: . Approved: Disapproved: Disapproved: Comments: City of Carlsbad Bldg Inspection Request For: 01/30/2007 Permit* CB061774 Inspector Assignment: TP Title: SAFETY SYRINGE-4711 SF WHS TO Description: EQUIP RM,3238 SF OFFICE TO OFF,5532 SF OFF TO OFFICE,3702 SF WHS TO OFFICE Type:TI SubType: INDUST Job Address: 2875 LOKER AV EAST Suite: Lot 0 Location: APPLICANT TERRYMONTELLO Owner: TECHBILT CONSTRUCTION CORP Remarks: SIGN CARD Phone: 7608227847 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: TOM Entered By; JANEAN Act Comment Comments/Notices/Holds Associated PCRs/CVs Original PC# CV020364 CLOSED EXPIRED BLZ LICENSE; EXCELSUS TECHNOLOGIES PCR05205 ISSUED SPEC SUITE-DEFFERED STAIRS; SUBMnTAL PCR06177 ISSUED SAFETY SYRINGES REVISIONS ; TO EQUIPMENT PLAN Inspection History Date Description Act Insp Comments 10/12/2006 17 Interior Lath/Drywall AP TP COMPRESSION RM 09/28/2006 89 Final Combo PA TP TO OCCUPANY OFFICES 09/26/2006 84 Rough Combo CO TP T-CEIL 09/22/2006 14 Frame/Steel/BoltingA/Velding CO TP TCEIL 09/22/2006 34 Rough Electric AP TP EMR#C 09/22/2006 39 Final Electrical WC TP 09/20/2006 34 Rough Electric PA TP MSB, MTR SECT. 09/13/2006 17 Interior Lath/Drywall AP TP LOUNGE/OFFICES 09/13/2006 34 Rough Electric AP TP MSB, MTR SECT. 09/07/2006 84 Rough Combo PA PC WALLS @ 106, 107, 109 AND SOFFITS/GRIDS ALL EXCEPT 109 09/01/2006 17 Interior Lath/Drywall PA MC OK TAPE ALL EXCEPT RM 106, 107 & 109. Permit* CB061774 City of Carlsbad Bldg Inspection Request For: 01/30/2007 Inspector Assignment: TP 08/28/2006 17 Interior Lath/Drywall AP TP 2ND FLR OFFICES 08/28/2006 17 Interior Lath/Drywall PA TP 1ST FLR OFFICES 08/22/2006 14 Frame/Steel/BoltingA/Velding AP TP WALLS 08/22/2006 24 Rough/Topout AP TP 08/22/2006 34 Rough Electric AP TP WALLS 08/22/2006 44 Rough/Ducts/Dampers WC TP 08/21/2006 14 Frame/Steel/BoltingA/Velding PA TP T-CEIL @ EXIST OFFICES 08/21/2006 14 Frame/Steel/BoltingAA/elding AP TP FULL HT. DMZ WALL 08/21/2006 21 Underground/Under Floor AP TP SHOWER & M.S., LAV 08/21/2006 24 Rough/Topout AP TP 08/21/2006 34 Rough Electric AP TP CEIL LITES EXIST OFFICES 08/21/2006 34 Rough Electric AP TP 08/21/2006 44 Rough/Ducts/Dampers AP TP DUCTS EXIST OFFICES GOULD INCORPORATED Cal. State Lie # 373036 858-748-2474 City of Carlsbad-Inspection Services Dept. 9/13/2006 Re: Safety Syringe Main Gear 2875 Loker Ave. East Carlsbad, CA 92008 Inspection Dept: I certify that ail field connections in the main gear at Safety Syringe have been properly torqued per the manufacture specifications. Should you have any questions, please feel free to call at the number listed below. Best Regards, Jltufy (BratRen, Andy Bratlien, Estimator/Project Manager Gould Electric, Inc. 858.748.2474 Page 1 EsGil Corporation In (partners Hip witti government for (BuiUing Safety DATE: August 11, 2006 • APPLICANT JURISDICTION: Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 061774 SET: III PROJECT ADDRESS: 2875 Locker Avenue East PROJECT NAME: Safety Syeinge for TechbuUt I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. XI 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I 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. I I 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 3 REMARKS: PLEASE SEE THE ATTACHED OUTSTANDING CORRECTIONS FOR THE CITY STAFFS CONSIDERATION. By: Bert Domingo Enclosures: Esgil Corporation • GA • MB • EJ • PC 8/3/06 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 ^ARL^BAD 061774 8/11/06 PLUMBING AND MECHANICAL CORRECTIONS • Tlie Set II plan packages are incomplete drawings. No mechanical drawing anq no plumbing drawings provided and many other sheets are missing. Please provide th^ee complete sets of plans, not just slip-sheets. Ttie plumbing and mechanicaiph^ns are fine as submitted however the plan check does not include the equipment installation, ^t^on the Title Sheet that the equipment installation is a deferred to another permit item orprovic manufacturers installation instructions with the mechanical, plumbing, and electrical design. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil Corporation In (PartnersHip witH government for (Building Safety DATE: July 21, 2006 O^E^UQ^NT JRIS^ JURISDICTION: Carlsbad • ^lAU REVIEWER • FILE PLAN CHECK NO.: 061774 SET: II PROJECT ADDRESS: 2875 Locker Avenue East PROJECT NAME: Safety Syringe for TechbuUt I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. X The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. The applicant's copy of the check list has been sent to: Terry Montello 4715 60'^ St, San Diego, CA 92115 I I 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: Terry Telephone #: (619) 994-5557 Date contacted: '^/>^/o(b(by: Fax #: (619) 229-0642 Mail -Telephone Fax^ In Person • REMARKS: By: Bert Domingo Enclosures: Esgil Corporation • GA BMB • EJ • PC 7/12/06 trnsmtLdot 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 Carlsbad 061774 July 21, 2006 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 061774 PROJECT ADDRESS: 2875 Locker Avenue EastSET: II DATE PLAN RECEIVED BY ESGIL CORPORATION: 7/12/06 REVIEWED BY: Bert Domingo DATE RECHECK COMPLETED: July 21, 2006 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, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all con-ections on the original tracings and submit prints to: new complete sets of 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? •Yes •No Carlsbad 061774 July 21, 2006 1. Please make all corrections on the original tracings, as requested in the connection list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one con-ected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. This will be checked when all the items below are met. 3. 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. IT SEEMS THAT THERE IS A STRUCTURAL CHANGE AS INDICATED IN THE SUBMITTED STRUCTURAL CALCULATIONS. THERE FORE ALL SHEETS SHOULD SEALED AND SIGNED AS REQUESTED. 4. On the first sheet of the plans indicate: Type of construction ofthe existing buildina. IS THE TYPE OF CONSTRUCTION SHOWN EXISTING? Justification to exceed allowable area in Table 5-B. (if applicable) 5. Please show the distance from the building to the property lines. NO RESPONSE. 6. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24. Carlsbad 061774 July 21, 2006 • MISCELLANEOUS 7. PLEASE STAPLE EACH SET OF THE PLANS AND COMPLY WITH THE ITEM 1 ABOVE. a^ PLEASE ARRANGE THE PLANS TO AGREE WITH THE SHEET INDEX SHOWN ON THE COVER SHEET. b^ THIS SUBMITTAL INCLUDES A NUMBER OF ELECTRICAL PLANS BUT NOT INCLUDED IN THE SHEET INDEX. THE SHEET INDEX SEEMS TO HAVE ADDED THE STRUCTURAL SHEETS BUT SEEM NOT INCLUDED IN THIS SUBMITTAL. d^ THERE ARE 4 SHEETS OF SP2 rSEEMS ALL THE SAME^ INCLUDED IN THIS SUBMITTED. PLEASE CLARIFY. 6^ AGAIN. PLEASE COMPLY WITH THE ITEM 1 ABOVE TO INCLUDE ALL THE ITEMS SHOWN ON THE SHEET INDEX. f^ A COMPLETE PLAN CHECK WILL BE MADE. 8. The W3 windows should be tempered. PLEASE SEE ITEM 7e ABOVE. CARLSBAD SPECIAL CODE REQUIREMENTS 9. If sprinklers are required by city ordinance, then they can't be used in lieu of one- hour construction (Section 508). NO RESPONSE. 10. Automatic sprinklers are required for buildings having an aggregate floor area of 10,000 sq. ft. or more. Area separation walls shall not be considered to create separate buildings for the purpose of automatic sprinkler system requirements. Please see item 9 above. NQ RESPONSE Carlsbad 061774 July 21, 2006 PLUMBING AND MECHANICAL CORRECTIONS • JURISDICTION: Carlsbad DATE: 7/20/06 • PLAN REVIEW NUMBER: 061774 SET: I PLAN REVIEWER: Glen Adamek • The Set II plan packages are incomplete drawings. No mechanical drawing and no plumbing drawings provided and many other sheets are missing. Please provide three complete sets of plans, not just slip-sheets. 2. Specify on sheet M2.2 clearly show the proposed slopes of the condensate drain lines. Minimum 1% (% inch per 12 inches) slope. No response provided. 4. The condensate drain for HP-2.0/IL is shown as a forced ( pump ) drain system. The code requires gravity drainage for the condensate unless it can be shown that there is no other method of draining the condensate and the pump system is approved by the Building Official. No response provided. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Morteza Beheshti • ELECTRICAL (2002 NATIONAL ELECTRICAL CODE) 1. Please clarify the single line and or equipment schedules along with electrical equipment layout to demonstrate how the building service was disconnected prior to this work? I mean the single line shows four taps at the service without showing where the service disconnects are?? PLEASE INDICATE THE EXISTING SERVICE SIZE TO JUSTIFY USE OF THE EXISTING GROUND ELECTRODE CONDUCTORS OR SPECIFY THEIR SIZE. NEC 250.66 2. The #6 equipment ground wire size(s) are undersized for the 350 amp overcurrent device size(s) for the compressor(s)! NEC 250.112 THE #6 EQUIPMENT GROUND WIRE IS STILL UNDERSIZED FOR THE 225 AMP OVERCURRENT DEVICE(S). NEC 250.112 Note: If you have any questions regarding this Electrical or Energy plan review list please contact Morteza Beheshti at (858) 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 061774 July 21, 2006 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 • No • The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bert Domingo at Esgil Corporation. Thank you. Carlsbad 061774 July 21, 2006 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 COUNTERS AND TABLES 2. The tops of tables and counters shall be 28" to 34" from the floor. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations. at least 5% (but never less than one of each tvoe of station) shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 1122B.4. Please see the counter at the breakroom 109. EsGil Corporation In (PartnersAip vHtH government for (Building Safety DATE: July 5, 2006 •.AEEIJCANT Q JURIST^ JURISDICTION: Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 061774 SET: I PROJECT ADDRESS: 2875 Loji^ker Avenue East PROJECT NAME: Safety Syringe for Techbuilt I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. XI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. XI The applicant's copy of the check list has been sent to: Terry Montello 4715 60'^ SL, San Diego, CA 92115 I I 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: Terry Telephone #: (619) 994-5557 Date contacted:'^f llo^ (by:(^ >) Fax #: (619) 229-0642 Mail ^,,,Telephone Fax In Person • REMARKS: By: Bert Domingo Enclosures: Esgil Corporation • GA • MB • EJ • PC 6/22/06 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 061774 July 5, 2006 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 061774 JURISDICTION: Carlsbad OCCUPANCY: B/Sl USE: Office/Warehouse TYPE OF CONSTRUCTION: VN ACTUAL AREA: ALLOWABLE FLOOR AREA: ? STORIES: TWO HEIGHT: SPRINKLERS?: YES OCCUPANT LOAD: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/22/06 DATE INITIAL PLAN REVIEW COMPLETED: July 5, 2006 PLAN REVIEWER: Bert Domingo 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 1997 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, 1997 Uniform 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 vou submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot Carlsbad 061774 July 5, 2006 1. Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carisbad Building Department, 1635 Faraday Ave., Carisbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carisbad Planning, Engineering and Fire Departments. 2. Bring one con-ected 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 Carisbad 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. 2. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. This will be checked when all the items below are met. 3. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 editions of the California Building/Plumbing/Mechanical Codes and the 2004 edition ofthe California Electrical Code, which adopt the 1997 UBC, 2000 UMC, 2000 UPC and the 2002 NEC. 4. On the first sheet of the plans indicate: • The floor area of the remodeled area. Please complete the area of improvement under the PROJECT DATA ON THE COVER SHEET. • Type of construction of the existing building, • Justification to exceed allowable area in Table 5-B. (if applicable) 5. Please show the distance from the building to the property lines. 6. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional forthe physically disabled. See the attached correction sheet. Title 24. • MISCELLANEOUS 7. Please show the code occupancy group classification of the warehouses and the new equipment room. 8. The W3 windows should be tempered. Carlsbad 061774 July 5, 2006 • CARLSBAD SPECIAL CODE REQUIREMENTS 9. If sprinklers are required by city ordinance, then they can't be used in lieu of one-hour construction (Section 508). 10. Automatic sprinklers are required for buildings having an aggregate floor area of 10,000 sq. ft. or more. Area separation walls shall not be considered to create separate buildings for the purpose of automatic sprinkler system requirements. Please see item 9 above. ELECTRICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Morteza Beheshti • ELECTRICAL (2002 NATIONAL ELECTRICAL CODE) 1. Please clarify the single line and or equipment schedules along with electrical equipment layout to demonstrate how the building service was disconnected prior to this work? I mean the single line shows four taps at the service without showing where the service disconnects are?? 2. Please clarify the load calculations to match single line. I'm not sure where the bus tap indicated to be from the (E) 75 KVA transformer is? 3. Show the available fault current from the serving utility co. 4. Show the ampere interrupting capacity (AlC) ratings of the sen/ice and sub- service equipment NEC 110.9 5. Show or note on the plans the method used to limit fault currents on branch circuits. 6. Please specify labeling of all service disconnecting means and note on the single line diagram that all service disconnect devices shall be labeled as a "Service Disconnecting Means". NEC 230.70(b) 7. The #6 equipment ground wire size(s) are undersized for the 350 amp overcurrent device size(s) for the compressor(s)l NEC 250.112 8. Please provide receptacle outlet(s) within 25 feet of all HVAC equipment. Specify weatherproof and GFI protection for the roof top units. NEC 210.8(b) 2 & 210.63. 9. Show or identify new loads proposed for the existing equipment. I.e., include "LV3" load on the "LV1" panel schedule! 10. Please match single line with floor plans. Panel "HV3" is indicated as new on single line. However, it is shown as new on E-2.0. Carlsbad 061774 July 5, 2006 11. Coordinate between the single line and load calculations for the bus duct shown on E-2.2. I cannot find the bus duct disconnect on the single line. Please clarify further. Also, include mounting details. 12. Provide the required access and entrance to working space for equipment rated 1200 amps or more and over 6 feet wide. NEC 110.26(c). 13. Show the location of all panels, load centers, switchboards, and transformers. NEC 110.26, 240.24, 300.21. 14. Note the following requirements on the prints for panelboards supplying fire alarm equipment: Lockable cover identified (red) circuit breaker, and the installation of a 'lock off' device. 15. Provide multiple switch light controls so that the lighting can be reduced by one half in a uniform pattern. The switches must be located within sight ofthe lights which they control. CBC Title 24, Sec 131 a-b 16. Show exit signs on the lighting plan(s) at all required exits and specify them as being self-luminous or having a second source of power (battery or generator). This is required when two exits are required per the UBC. UBC 1003.2.8.5 and NEC 700.16. 17. In all occupancies where the exit system serves 100 or more occupants, provide a minimum of 1 foot-candle of emergency illumination at the floor level and specify a second source of power for the emergency illumination (battery or generator). UBC 1003.2.9.2 & NEC 700.16. 18. If utilizing a series-rated system, note on plans: "Overcurrent device enclosures will be identified as series-rated and labeled in accordance with NEC 110-22" and" The overcurrent devices shall be AlC rated per manufacturers, labeling of the electrical equipment". • ENERGY CONSERVATION 19. Please provide completed lighting energy compliance documents. 20. The corrected, completed and signed PERF-1, ENV-1-C. LTG-I-C, and MECH- 1-C forms must be imprinted on the plans. Note: If you have any questions regarding this Electrical or Energy plan review list please contact Morteza Beheshti at (858) 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 061774 July 5, 2006 • PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Glen Adamek 1. Clarify on the architectural and mechanical plans the location of the code required fire rated exit corridors. It is not clear where the 1 HR rated corridors occur. Provide smoke and fire dampers in all duct penetrations of the fire rated corridor wall or ceiling. 2. Specify on sheet M2.2 that the condensate drain lines will slope at : 12" min. 3. Provide clean outs in the condensate drain system every 100 LF see sheet M2.2. 4. The condensate drain for HP-2.0/IL is shown as a forced ( pump ) drain system. The code requires gravity drainage for the condensate unless it can be shown that there is no other method of draining the condensate and the pump system is approved by the building official. Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. 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 • No • The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bert Domingo at Esgil Corporation. Thank you. Carlsbad 061774 July 5, 2006 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 • SIGNAGE 1. Per Section 1003.2.8.6.1, tactile exit signs shall be required at the following locations: a) Wherever basic UBC provisions require exit signs from a room or area to a corridor or hallway. The tactile exit sign shall have the words, "EXIT ROUTE." b) Each grade-level exit door. The tactile exit sign shall have the word, "EXIT." c) Each exit door that leads directly to a grade-level exterior exit by means of a stainway or ramp. The tactile exit sign shall have the following words as appropriate: i) "EXIT STAIR DOWN." ii) "EXIT RAMP DOWN." iii) "EXIT STAIR UP." iv) "EXIT RAMP UP." d) Each exit door that leads directly to a grade-level exterior exit by means of an exit enclosure or an exit passageway. The tactile exit sign shall have the words, "EXIT ROUTE." e) Each exit door through a horizontal exit. The tactile exit sign shall have the words, "TO EXIT." • COUNTERS AND TABLES 2. The tops of tables and counters shall be 28" to 34" from the floor. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least 5% (but never less than one of each type of station) shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 1122B.4. Please see the counter at the breakroom 109. Carlsbad 061774 July 5, 2006 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 061774 PREPARED BY: Bert Domingo DATE: July 5, 2006 BUILDING ADDRESS: 2875 Locker Avenue ^ast BUILDING OCCUPANCY: B/Sl TYPE OF CONSTRUCTION: VN? BUILDING PORTION AREA (Sq. R.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code #N/A 1994 UBC Building Permit Fee #N/A 1994 UBC Plan Check Fee #N/A Type of Review: D Repetitive Fee Repeats • Complete Review • Other |—I Houriy • Structural Only Hour* Esgil Plan Review Fee #N/A Comments: FEES WILL BE CHECKED WHEN THE AREA OF THE IMPROVEMENT IS SHOWN ON THE PLANS. Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ADDRESS DATE RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR (<$10,000.00) PLAZA CAMINO REAL OTHER CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER ENGINEER DATE DATE Oocs/Mslorrm/Plannlng EnglnMfing Approvall • • Address Prepared by ENGINEERING DEPARTMENT FEE CALCULAtlOlM WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. : ,3S7r Loc/c.^ ^ £ Bldg, Permit No. <2>G ' I'^l'-f Date: Checked by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: 7 7 ^ V Types of Use: Sq. Ft./Units: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: 1? ? ^ Types of Use: Sq. Ft./Units: EDU's: EDU's: ADT's: ADT's: FEES REQUIRED: WITHIN CFD: • YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) • NO • 1. PARK-IN-LIEU FEE FEE/UNIT: PARK AREA & #: X NO. UNITS: • 2. TRAFFIC IMPACT FEE ADT's/UNITS: • 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 ADT's/UNITS: X FEE/ADT DIST. #2 • 4. FACILITIES MANAGEMENT FEE UNIT/SQ.FT.: • 5. SEWER FEE EDU's: (•3 BENEFIT AREA: EDU's: /' ^ a 6. SEWER LATERAL ($2,500) • 7. DRAINAGE FEES PLDA_ ACRES: • 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE ZONE: X FEE/SQ.FT./UNIT: FEE/EDU = $ = $ HIGH_ X FEE/AC: /LOW = $ ^EDu:^(/ ,^^_u:mt = $ , " METER FEE SDCWA FEE IRRIGATION Wonl\0<)cs\Misfomw\Fa« CalculaUon WortcshMt 1 of 2 Rev. 7/14/00 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB C9(^ ['IH'^ Address ^^^"9 ^ Lg>^-^ ^.^j^^ Planner Erin Endres Phone (760) 602- 4625 Erin Endres Phone (760) 602- APH: Type of Project & Use:. Zoning: General Plan: CFD (In/out) #_Date of participation:. . Net Project Density:. DU/AC , Facilities Management Zone: _ Remaining net dev acres:. Cirde One (For non-residential development Type of land used created by this permit: ) Legend: ^ Item Complete • Item Incomplete • Needs your action Environmental Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. . YES NO. DATE TYPE OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO CA Coastal Commission Authority? YES NO If Califomia 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): Coastal Pemiit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Fonn now. Coastal Permit Detemiination Log #: Follow-Up Actions: 1) Stamp Building Plans as "ExempT or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Pennit Detemiination Log as needed. Inclusionary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordinance - May 21,1993.) NO Data Entry Completed? YES _ (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Constmct Housing Y/N, Enter Fee, UPDATE!) H.WDMIN\C0UNTER\BldgPlnchkRevChkl8t Rev 9/01 SKePlan: • • 1- Provide a fully dimensional site plan drawn to scale. Show: North an-ow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (Including all side and rear yard slopes). 2. Provide legal description of property and assessor's parcel number. ban • • Policy 44- Neighborhood Architectural Design Guidelines 1. ADDllcabilltv: YES NO \ 2. Project complies YES NO Zoning: 1. Setbacks: Front Interior Side: Street Side: Rear: Top of slope: Required. Required. Required. Required. Required. Shown. Shown. Shown. Shown. 2. Accessory structure setbacks: Front Required Interior Side: Required Street Side: Required Rear: Required Structure separation: Required Lot Coverage: Required Height: Required Shown Shown. Shown. Shown. Shown. Shown. Shown. Shown Spaces Required. Shown 5. Paridng: (breakdown by uses fbr commercial ahd Industrial projects required) Residential Guest Spaces Required Shown. Additional Comments Correction #1 - Please show on sheet 1 the total number of oaridno spaces provided and required on site fbr each use per Chanter 21.44. CgfTWtipP #2-1? thgf? any proposed roof mounted equipment associated with this buildina pemnit? If so. will the equipment be screened bv an existinq parapet wall or is new screeninq material required? Please see the attached handouts fbr examples. \ 1 ' OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTEF •^11W 6k. H:\ADMIN\COUNTER\BlclgPlnchkRavChklst Rev 9/01 Carlsbad Fire Department Plan Review Requirements Category: TI, INDUST Date of Report: 06-28-2006 Name: TERRYMONTELLO Address: Reviewed by: Permit #:CB061774 Job Name: SAFETY SYRINGE-4711 SF WHS TO Job Address: 2875 LOKER AV EAST CBAD I have submitted for review is incomplete^-AiJiMiiJMB^teitfrfiMaM«>o^ adequately conduct a review todete^^^fflBiMaM^ifl^fl^^^^ecodes and/or standards. Please review carefully aUccystlliaiMMaCffiA. l:'lcase resubmit the necessary plans ana/o^^eciB5SH5B?'fW!fPSSffl for review and approval. Conditions: Cond: CON0001471 [NOT MET] Corridor 150, S.E. exit light indicates wrong exit travel direction. Equipment room 145 needs exit sign added at north exit. Second floor, add exit lighting to all exit stairwells. Utility area room between rm 115 and new office 106, Exit door swings in wrong direction. Sheet T1-7A 'Doors' Please denote rated doors. Entry: 06/21/2006 By: MS Action: CO Cond: CON0001487 [MET] Corrections made. Approved: This project has been reviewed and approved for the purposes of issuance of a building permit. This approval is subject to field inspections, any required tests, fire department notations, conditions in correspondence and compliance with all applicable codes and regulations. This approval and stamping of these plans shall not be held to permit or approve the violation of any law. Entry: 06/28/2006 By: MS Action: AP ^^^^ Carlsbad Fire Department ^^7 -^U^L Plan Review Requirements Category: TI, INDUST Date of Report:06-21-2006 Reviewed by: Name: ^^^^-^ Address: Permit #:CB061774 Job Name: SAFETY SYRINGE-4711 SF WHS TO Job Address: 2875 LOKER AV EAST CBAD 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/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0001471 [NOT MET] Corridor 150, S.E, exit light indicates wrong exit travel direction. Equipment room 145 needs exit sign added at north exit. Second floor, add exit lighting to all exit stairwells. Utility area room between rm 115 and new office 106, Exit door swings in wrong direction. Sheet T1 -7 A 'Doors' Please denote rated doors. Entry: 06/21/2006 By: MS Action: CO BURKETT & WONG structural & Civil Engineers & Surveyors 3434 Fourth Avenue • San Diego, CA 92103-4911 Tel: (619) 299-5550 • Fax: (619) 299-9934 DATE- JUNE 8,2006 ENGINEER- MSK JOB No. 9555 A STRUCTURAL CALCULATIONS MECHANICAL UNITS FOR Safety Syringe Carlsbad, CA LUND VANDRUFF KUSH 3970 SORRENTO VALLEY BLVD. SUITE H SANDIEGO, CA92121 DATt_ ENGR. PROJECT g-^tcy-r C^C/U»^0^ burkett £^ &ujong IV structurol k civil engineers SHEET. JOB NO. Vv'V i £1 r ,. OL' IJ^^'^^lis U)DtU^_4 ^ ' L I V ^H'~0 1 5. 7»6uoS iidMCf^ i Po Wood Beam Design Project: Lund Vandruff Kush Beam: SubPurlins Dimensions Length: Shape: S A 2x4 I W Conditions Orientation: Left fixity Rt. fixity: Stress: Unbraced 9.19 in 15.75 in' 16.08 in' 3.83 lb/ft major axis pinned pinned DFir No. 1 0 1.25 ps: Loads WDL Specify Job #: 9555A Engineer: MSK (lbs, ft, Ib.ft) Repetitive member: 16 40 4.00 1200 yes PiDL P,M Date: (self weight added) 360 4.20833 6/8/2006 ^DL left MLL left Mr M "DL right •LL righit (deflection at specified location) Wet service: 85 625 E 1600000 no Output M„ 1161.1 Ib.ft 60 Pin -* req'd Veq'd 'bearing.req'd 360 Psn 9.29 in' 4.03 in" 0.15 in Mallow Valiow d/b 0 IV!, IVI, Tight.max 1320.7 Ib.ft 1673.4 lbs. 0.778 0 0 Unity: Shear Moment ^^midspan tot '-^midspan DL ^specify, tot •^specify DL Status: Notes: 0.256 0.879 0.469 0.326 0.469 0.326 in in Reactions: R ^lett total R, 4.00 ft right total or or or or 410 429 lbs lbs U 204.8 U 294.4 U 204.8 U 294.4 250 160 Camber: I •5*^mid DL ^nghtDL "^rightLL n/a in Shear OK Bending OK Warning: deflection exceeds allowable! Bearing OK No lateral support required, d/b<2 Slenderness ratio of member OK. Deflection criterea is based on L/240 maximum for total load. Analysis does not include the following adjustment factors: C,, C,,„ C„ C^. C|, CH, CJ. C[,. See NDS 1997 for more information. 269 160 Wood SInape b X-^h 2x4 (4^ 3.5 2x 6 T5 5.5 2x 8 1.5 7.25 2x10 1.5 9.25 2x12 1.5 11.25 2x14 1.5 13.25 3x4 2.5 3.5 3x6 2.5 5.5 3x8 2.5 7.25 3x10 2.5 9.25 3x12 2.5 11.25 3x14 2.5 13.25 3x16 2.5 15.25 4x4 3.5 3.5 4x6 3.5 5.5 4x8 3.5 7.25 4x10 3.5 9.25 4x12 3.5 11.25 4x14 , 3.5 13.25 4x16 3.5 15.25 6x6 5.5 5.5 6x8 5.5 7.5 6x10 5.5 9.5 6x12 5.5 11.5 6x14 5.5 13.5 6x16 5.5 15.5 6x18 5.5 17.5 6x20 5.5 19.5 6x22 5.5 21.5 6x24 5.5 23.5 8x8 7.5 7.5 8x10 7.5 9.5 8x12 7.5 11.5 8x14 7.5 13.5 8x16 7.5 15.5 8x18 7.5 17.5 8x20 7.5 19,5 8x22 7.5 21.5 8x24 7.5 23.5 10x10 9.5 9.5 10x12 9.5 11.5 10x14 9.5 13.5 10x16 9.5 15.5 10x18 9.5 17.5 10x20 9.5 19.5 10x22 9.5 21.5 10x24 9.5 23.5 12x12 11.5 11.5 12x14 11.5 13.5 12x16 11.5 15.5 Stress Dimension Lumber Fb Fv Fc.perp DFSelStri 1500 95 DFir No. 1 1000 95 DFir No. 2 900 95 625 625 625 Posts & Timbers DFSelStri 1500 85 DFir No. 1 1200 85 DFir No. 2 750 85 Beams & Stringers DF Se! Stn 1600 85 DFir No. 1 1350 85 DFir No. 2 875 85 625 625 625 625 625 625 Wood Beam Design 2x6 Project: Lund Vandruff Kush Beam: SubPurlins Dimensions Length: Shape: S A I w Conditions Onentation: Left fixity Rt. fixity: Stress: I 15.13 in 16.5 in' 41.59 in" 4.01 lb/ft unbraced major axis pinned pinned DFir No. 1 0 1.25 Loads WDL WLL "^•A specify psi --> Fl Repetitive member: Job#: 9555A Engineer: MSK (lbs, ft, Ib.ft) 16 40 4.00 1000 yes PIDL PILL Date: (self weight added) P2DL P2LL X2 360 4.20833 6/8/2006 ML M M DL right LL right (deflection at specified location) Wet service: 95 625 E 1700000 no Output 1162.6 Ib.ft 60 Pi -'req'd veq'd bearing.req'd 360 P2, 11.16 in'' 3.62 in' 0.23 in Vallow d/b 0 M|ef| f^ax M, right,max 1811.8 Ib.ft 1959.4 lbs. 1.833 0 0 Unity: Shear Moment ^midspan tot ^midspan.DL ^^specify tot •^specify.DL Status: Notes: 0.219 0.642 0.171 0.119 0.171 0.119 in in Reactions R ^left.total R 4.00 ft right total or or or or 411 429 lbs lbs U 562.0 U 807.5 U 562.0 U 807.5 251 160 Camber: I .5*Am|(j QL ^rlghtDL "^rightLL n/a lin Shear OK Bending OK Deflection OK Bearing OK No lateral support required. d/b<2 Slenderness ratio of member OK. Deflection criterea is based on L/240 maximum for total load. Analysis does not inciude the following adjustment factors: C,, C,„, C;, C^. C,. CH, Cr, C,,. See NDS 1997 for more information. 269 160 Wood Sliape b h 2x4 3.5 2x6 CJ> 5,5 2x8 1.5 7,25 2x10 1.5 9,25 2x12 1.5 11,25 2x14 1.5 13,25 3x4 2.5 3.5 3x6 2.5 5.5 3x8 2.5 7.25 3x10 2.5 9.25 3x12 2.5 11.25 3x14 2.5 13.25 3x16 2.5 15,25 4x4 3.5 3,5 4x6 3.5 5.5 4x8 3.5 7.25 4x10 3.5 9.25 4x12 3.5 11.25 4x14 3.5 13.25 4x16 3.5 15.25 6x6 5.5 5.5 6x8 5.5 7.5 6x10 5.5 9.5 6x12 5.5 11.5 6x14 5.5 13.5 6x16 5.5 15.5 6x18 5.5 17.5 6x20 5.5 19.5 6x22 5.5 21.5 6x24 5.5 23.5 8x8 7,5 7.5 8x10 7.5 9.5 8x12 7,5 11.5 8x14 7,5 13.5 8x16 7,5 15.5 8x18 7,5 17.5 8x20 7.5 19.5 8x22 7.5 21.5 8x24 7.5 23.5 10x10 9.5 9,5 10x12 9.5 11.5 10x14 9.5 13.5 10x16 9.5 15.5 10x18 9.5 17,5 10x20 9.5 19,5 10x22 9,5 21.5 10x24 9.5 23.5 12x12 11.5 11,5 12x14 11.5 13,5 12x16 11.5 15,5 Stress Dimension Lumber Fb Fv Fcperp DFSelStri 1500 95 DFir No, 1 1000 95 DFir No, 2 900 95 Posts & Timbers DFSelStri 1500 85 DFir No. 1 1200 85 DFir No. 2 750 85 625 625 625 625 625 625 Beams & Stringers DFSelStri 1600 85 625 DFir No. 1 1350 85 625 DFir No. 2 875 85 625 Project: Beam: Dimensions Lengtti: Shape: S A I w Conditions Orientation: Left fixity: Rt. fixity: Stress: I 24 ft 4x16 135.66 in 53.375 in' 1034.42 in"* 12.97 lb/ft 'unbraced CH major axis pinned pinned DFir No. 1 0 1.25 Loads WDL WLL ft '^A.specify psi ~> Job #: Engineer: MSK (lbs, ft, Ib.ft) Repetitive member: 64 120 12.00 1750 no PIDL PlLL Date: (self weight added) 720 12 P2DL P2LL X2 6/8/2006 IVlDL.Ieft MLL,left 'DL,right lLL,right (deflection at specified location) Wet service; 95 c.perp 625 E 1700000 no Output Wmax 197 Pimax 18502.1 Ib.ft Sreqd bearing.req'd 720 Pzmax 101.50 in~' 22.94 in' 1.25 in Mallow Vaiiow d/b 0 M M I eft. max right.max 24080.1 Ib.ft 6338.3 lbs. 4.357 Unity: Shear IVloment ^mldspan.tot ^midspan,DL ^specify,tot ^specify,DL Status: Notes: 0.430 0.768 1.036 0.529 1.036 0.529 in in Reactions: Pleft.tolal Pright.total or or ^1 12.00|ft. or or 2724 2724 lbs lbs L/ 278.0 11 544.7 L/ 278.0 U 544.7 RieftDL RieftLL 1284 1440 Camber: l-5*AmitjDL VightDL ^rightLL n/ajin Shear OK Bending OK Deflection OK Bearing OK Compression edge of member to be field in place along entire length, and lateral support required at points of bearing. Slenderness ratio of member OK. Deflection criterea is based on L/240 maximum for total load, Anaiysis does not include ttie foilowing adjustment factors: C,, 0,^, Ci, Cc C,, CH, CJ, Ct,. See NDS 1997 for more information. 1284 1440 Wood Shape b h 2x4 1.5 3.5 2x6 1.5 5.5 2x8 1.5 7.25 2x10 1.5 9.25 2x12 1.5 11.25 2x14 1.5 13.25 3x4 2.5 3.5 3x6 2.5 5.5 3x8 2.5 7.25 3x10 2.5 9.25 3x12 2.5 11.25 3x14 2.5 13.25 3x16 2.5 15.25 4x4 3.5 3.5 4x6 3.5 5.5 4x8 3.5 7.25 4x10 3.5 9.25 4x12 3.5 11.25 4x14 3.5 13.25 4x16 3.5 15.25 6x6 3.5 5.5 6x8 5.5 7.5 6x10 5.5 9.5 6x12 5.5 11.5 6x14 5.5 13.5 6x16 5.5 15.5 6x18 5.5 17.5 6x20 5.5 19.5 6x22 5.5 21.5 6x24 5.5 23.5 8x8 7.5 7.6 8x10 7.5 9.5 8x12 7.5 11.5 8x14 7.5 13.5 8x16 7.5 15.5 8x18 7.5 17.5 8x20 7.5 19.5 8x22 7.5 21.5 8x24 7.5 23.5 10x10 9.5 9.5 10x12 9.5 11.5 10x14 9.5 13.5 10x16 9.5 15.5 10x18 9.5 17.5 10x20 9.5 19.5 10x22 9.5 21.5 10x24 9.5 23.5 12x12 11.5 11.5 12x14 11.5 13.5 12x16 11.5 15.5 stress Dimension Lumber Fb Fv DF Sal stn 15Q0 DFir No. 1 ^JTSO^ DFir No. 2 900 Fc.perp 95 95 95 U&C, ^ Posts & Timbers DFSelStri 1500 DFir No. 1 DFir No. 2 1200 750 85 85 85 Beams & Stringers DFSelStri 1600 85 DFir No. 1 1350 85 DFir No. 2 875 85 625 625 625 625 625 625 625 625 625 CL CM CN -I—' CO CD O O CM oo" (D c 3 SI V) 3 3 T3 C CO > T3 C 3 II CO in lO 1 X i i 1° II II Q. csi -•—» CO CO o o CM oo" <D £= 3 —> CO < lO m ID Section Properties and Allowable Shear and Moment for Glued-Laminated Beams Width= 3.125 In Pv= 165 PSI Fb= 2400 PSI E= 1.80 xlO'^ePSI Moment Capacity in KIp-Ft Depth Area S I Shear Kips Length in Feet Unbraced Length In Feet Depth In ln'^3 InM V 1.25V 14 20 40 60 8 16 24 In 6.0 18.8 18.8 56 2.06 2.58 4.50 4.50 4.50 4.50 4.47 4.42 4.37 6.0 7.5 23.4 29.3 110 2.58 3.22 7.03 7.03 7.03 6.97 6.96 6.87 6.74 7.5 9.0 28.1 42.2 190 3.09 3.87 10.13 10.13 10.13 9.86 10.01 9.83 9.55 9.0 10.5 32.8 57.4 301 3.61 4.51 13.78 13.8 13.8 13.2 13.6 13.3 12.7 10.5 12.0 37.5 75.0 450 4.13 5.16 18.00 18.0 17.7 17.0 17.7 17.2 16.2 12.0 13.5 42.2 94.9 641 4.64 5.80 22.78 22.8 22.2 21.3 22.3 21.5 19.7 13.5 15.0 46.9 117 879 5.16 6.45 28.13 28.1 27.1 26.0 27.5 26.2 23.3 15.0 16.5 51.6 142 1170 5.67 7.09 34.03 34.0 32.5 31.2 33.2 31.1 26.9 16.5 18.0 56.3 169 1519 6.19 7.73 40.50 40.5 38.3 36.8 39.3 36.4 30.3 18.0 19.5 60.9 198 1931 6.70 8.38 47.53 47.5 44.6 42.8 46.0 41.7 33.7 19.5 21.0 65.6 230 2412 7.22 9.02 55.13 55.0 51.4 49.3 53.1 47.1 36.9 21.0 22.5 70.3 264 2966 7.73 9.67 63.28 62.7 58.5 56.2 60.7 52.5 40.1 22.5 24.0 75.0 300 3600 8.25 10.3 72.00 70.9 66.2 63.6 68.7 57.9 43.2 24.0 25.5 79.7 339 4318 8.77 11.0 81.28 79.6 74.3 71.3 77.1 63.1 46.3 25.5 27.0 84.4 380 5126 9.28 11.6 91.13 88.7 82.8 79.5 85.9 68.2 49.4 27.0 28.5 89.1 423 6028 9.80 12.2 101.53 98.3 91.7 88.1 95.1 73.3 52.4 28.5 30.0 93.8 469 7031 10.3 12.9 112.50 108.4 101.1 97.1 104.6 78.2 55.4 30.0 Widths 5.125 In Pv= 165 PSI Fb= 2400 PSI E= 1.80 xlO^e PSI Depth In Area S In'^S 1 InM Shear Kips Moment Capacity in Kip-Ft Depth In Area S In'^S 1 InM Shear Kips Length in Feet Unbraced Length in Feet Depth Depth In Area S In'^S 1 InM V 1.25V 5 20 40 60 8 16 24 In 9.0 46.1 69.2 311 5.07 6.34 16.6 16.6 16.0 15.4 16.5 16.5 16.4 9.0 10.5 53.8 94.2 494 5.92 7.40 22.6 22.6 21.5 20.6 22.5 22.4 22.2 10.5 12.0 61.5 123 738 6.77 8.46 29.5 29.5 27.7 26.6 29.4 29.2 29.0 12.0 13.5 69.2 156 1051 7.61 9.51 37.4 37.1 34.6 33.2 37.1 36.9 36.5 13.5 15.0 76.9 192 1441 8M 10.6 46.1 45.3 42.3 40.6 45.8 45.4 44.9 15.0 ' 16.5 84.6 233 1919 C9.30 11.6 J 55.8 P 50.7 48.7 55.4 54.9 54.1 16.5 18.0 92.3 277 2491 10.1 ~T2.7 66.4 59.8 57.4 65.9 65.1 64.1 18.0 19.5 99.9 325 3167 11.0 13.7 78.0 74.6 69.6 66.9 77.2 76.3 74.9 19.5 21.0 108 377 3955 11.8 14.8 90.4 85.9 80.2 77.0 89.5 88.3 86.4 21.0 22.5 115 432 486Q ' 12.7 IO ^ 103.8 97.9 C 91.4^ J 87.7 102.7 101.1 98.6 22.5 24.0 123 492 5904 T6.9 118.1 110.7 ia33 99.2 116.7 114.7 111.4 24.0 25.5 131 555 7082 14.4 18.0 133.3 124 115.9 111.3 132 129 125 25.5 27.0 138 623 8406 15.2 19.0 149.4 138 129 124 147 144 139 27.0 28.5 146 694 9887 16.1 20.1 166.5 153 143 137 164 160 153 28.5 30.0 154 769 11531 16.9 21.1 184.5 169 158 152 182 177 168 30.0 31.5 161 848 13349 17.8 22.2 203.4 186 173 166 200 194 184 31.5 33.0 169 930 15348 18.6 23.3 223.2 203 189 182 219 213 199 33.0 34.5 177 1017 17538 19.4 24.3 244.0 221 206 198 240 231 215 34.5 36.0 185 1107 19926 20.3 25.4 265.7 239 223 214 261 251 231 36.0 37.5 192 1201 22522 21.1 26.4 288.3 258 241 232 282 271 247 37.5 39.0 200 1299 25334 22.0 27.5 311.8 278 260 250 305 291 263 39.0 40.5 208 1401 28371 22.8 28.5 336.3 299 279 268 329 313 279 40.5 42.0 215 1507 31642 23.7 29.6 361.6 321 299 287 353 334 294 42.0 43.5 223 1616 35154 24.5 30.7 387.9 343 320 307 378 356 310 43.5 45.0 231 1730 38918 25.4 31.7 415.1 366 341 327 404 379 325 45.0 46.5 238 1847 42941 26.2 32.8 443.3 389 363 349 431 402 341 46.5 48.0 246 1968 47232 27.1 33.8 472.3 413 386 370 459 425 356 48.0 Notes: Moments are for strong axis Assumes k,CM,Ct,Cf,CH,Cc =1.00 Includes Cvand (CQ as noted) DATE. ENGR. PROJECT burkett Imk &ujong HF structurol K civil engineers SHEET_ 11 JOB NO. ^ vj^iv-^ Coat' Soi^ j Wf^' "7201VJS aooiv?s -H coefc -- Wp^ 4--' - — uioito^ + coee - Wp^ Xp^ I.O U3 Foe. IX>o IV? pMrr ^p' 1.05 6^^^V' 130^^,1!^ T- Hao .l\.\ •^toLT ' 10 1.5 V IOC;?! ff.tr, L-rn Ik \)fJ\T F<5-' 1.0^ /lao) ^ "765/w Catt^u, TYP APPENDIX DATE. ENGR. J94 PROJECT Sjf^ ^^^ir^Cr^ burkett &ujong Hr structurol t civil ertgirteers SHEET_ A- ( JOB NO. CCPTRiai-IT © 2006 BURKETT 4 WONG ENGINEERS: I. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTINCS WORK AND NOTIFY THE ARCHITECT IMMEDIATELY ANY DISCREPANCIES THAT ARE FOUND. NOTED DIMENSIONS TAKE PRECEDENCE OVCR SCALED DIMENSIONS-DO NOT SCALE DRAWINGS. 2. SPECIFIC NOTES AND DETAILS CH THESE DRANINCaS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND THE TYPICAL DETAILS ON THIS SHEET. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK THE DETAILS USED SHALL BE THE SAME AS OTHER SIMILAR WORK. 4. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR IS TO APPLY THIS DETAIL IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS REPEATED IN EVERY INSTANCE. 5. ALL WORK SHALL CONFORM TO THE 2001 EDITION OF THE CALIFORNIA BUILDING CODE AND OTHER REGULATORY AGENCIES WHO MAY HAVE AUTHORITY OVER THE WORK. 6. MATERIAL NOTES AND SPECIFICATIONS ON THESE DRAWINGS SHALL TAKE PRECEDENCE OVER THE SPECIFICATIONS. TIMBER: L ALL FRAMING LUMBER SHALL BE GRADE D.F. MARKED AS FOLLOWS, UNLESS OTHERWISE NOTED: LIGHT FRAMING - "STANDARD" AND "STUD" POSTS < BEAMS - "NO. I". EXTERIOR STUDS - "NO. 2" OR " NO I". JOIST, RAFTERS, PLATES - "NO. 2". 2. ALL BOLTS SHALL BE FIHED WITH WASHERS. HOLES IN WOOD SHALL BE BORED WITH A BIT 1/32" TO 1/lfe" LARGER THAN THE BOLT DIAMETER. 3. STEEL FRAMING CONNECTORS SHALL BE MANUFACTURED BY THE SIMPSON COMPANY, UNLESS ALTERNATE CCt^ECTORS HAVE BEEN APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. 4. DIAPHRAGM SHEATHING NAILS SHALL BE DRIVEN SO THEIR HEAD IS FLUSH WITH THE SUra^ACE OF THE SHEATHING. DATE. ENGR. IK. PROJECT Svperv S^(t^<^(j^ burkett £^ &ujong structural > civil er<gir>eers SHEET. JOB NO. a. >- DATE ENGR, PROJEC burkett £gk &ujong structurol > civil enqirwers SHEET_ A JOB NO. NAIL CE; PLYWOOD W/ \0d « 3" O.C. TYP B.N. AROUND OPENING 2x BLKG W/ 2-l6d EA. END NAIL CE; PLYWOOD TO ADDED JOISTS OR BLKS W/ \<^d ® 12" O.C, MIN. JOISTS TYPICAL OPENING BETWEEN ROOF DATE ^ ENGR PROJECT ^fYPefi ^HF^xrUU^ burkett £^ &ujong Hr structurol t civil enqlr>eers SHEET. JOB NO. X 2 I ^4J "LU" HANGERS TYP. FRAMING « ROOF OPENING DATE ENGR flL G/i-u/nu> PROJECT sptf-erjy iyrtivoit^ burkett &ujong Hr structurol t civil engineers SHEET. JOB NO. 2-2xfe MIN. U.O.N. ON PLAN PLAN CNTR SINK LAG PREFAB CURB PER MECH'L TITLE 24 REPORT Title 24 Report for: SAFETY SYRINGE 2875 LOKER AVE. EAST CARLSBAD, CA 92008 Project Designer: LUND VANDRUFF 3970 SORRENTO VALLEY BLVD s6lTE H SAN DIEGO, CA 92121 (858) 457-6860 Report Prepared By: Tom Harinton HARINTON MECHANICAL DESIGN INC 225 Franklin ST. Suite A p\ Grand Haven, Ml 49417 ^ (858) 435-4803 Job Number: Date: 6/6/2006 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the Califomia Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 4.0 by EnergySoft Job Number User Number: 4945 Q "5 -"3^ LL ^1 •4 tO-20-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR06177 Building Inspection Request Line (760) 602-2725 Job Address: 2875 LOKER AV EAST CBAD Permit Type: PGR Parcel No: 2090831000 Lot#: Valuation: $0.00 Construction Type: Reference #: CB061774 Project Title: SAFETY SYRINGES REVISIONS TO EQUIPMENT PLAN VN Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 10/04/2006 KG 10/20/2006 10/20/2006 Applicant: Owner. RICHARD LUND TECHBILT CONSTRUCTION CORP P 0 BOX 80036 SAN DIEGO CA 92138 Plan Check Revision Fee $300.00 Additional Fees $0.00 Total Fees: $300.00 Total Payments To Date: $300.00 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please talce NOTICE ttiat approval of your project includes ttie "Imposition' of fees, dedications, resen/ations, or ottier exactions hereafter collectively referred to as 'fees/exactions.' You liave 90 days from tlie date tliis permit was issued to protest imposition of ttiese fees/exactions. If you protest ttiem, you must follow ttie protest procedures set fortli in Govemment Code Section 66020(a), and file tlie protest and any ottier required information witti tlie City Manager for processing in accordance witti Carlsbad Municipal Code Section 3,32,030. Failure to timely follow tliat procedure will bar any subsequent legal action to attack, review, set aside, void, or annul tiieir imposition. You are liereby FURTHER NOTIFIED ttiat your rigtit to protest ttie specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity cfianges, nor planning, zoning, grading or ottier similar application processing or sen/ice fees in connection witti ttiis project, NOR DOES IT APPLY to any fees/exactions of wtiicfi vou tiave previously been given a NOTICE similar to ttiis. or as to wfiicti the statute of limitations fias previouslv ottienwise expired, PERMIT APPLICaATIOlM CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 1. PROJECT INFORMATION Address (include BIdg/Suite #] ^ j / FOR OFFICE USE O^Y^^^^^ PLAN CHECK NC^feggly^?^ EST. VAL. Plan Clc. Deposit Validated By.^ Date \(\ --H-Cifi Busines NameYat ttiis adi Legal Description Lot No. Subdivision Name/Nunaber Unit No. Ptiase No. Total # of units Assessor's Parcel tt (^Descdjjtion of Woric / , 2. CONTACT PERSON (If different from appNeaM Name ^ « /" Addres Existini ^ jfoEstbries ] / # o 'reposed Use 3Q. FT. # of Battirooms T. / #oJ.St6ries /, # of B^iBoms Fax # City State/Zip \_ Teleptione ff 3. APPUCANT Contractor • AgetrfJ^r Contractor • Ovvner nAgent.for Owner . '~>t) i!!/4^2/2.Y Name 4 Address City /V State/Zip Teleptione # /i ^ i / 4. PROEf RTY OWNER, _ ^ A-^^** v ^ ^ Name Addrelss ' City State/Zip Teleptione ff 5. CONTRACTOR - COMPANY NAME (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). Name State License # Address License Class City State/Zip City Business License ff Telephone ff Designer Name Address City State/Zip Telephone State License # 6. WORKERS'COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: • 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. • I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. IVIy worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) 0 CERTIFiCATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure woricers' compensation coverage Is unlawful, and shaii subject an employer to criminal penalties and civii fines up to one hundred thousand doiiars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE 7. OWNER-BUILDER DECLARATION -^'t 1 hereby affirm that I am exempt from the Contractor's License Law for the following reason; l~l I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). O 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 contractor(s) licensed pursuant to the Contractor's License Law). • I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Q YES QNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTiON FOR NON-BESIDENVAL BUILDING PERMITS ONLY 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 Presley-Tanner Hazardous Substance Account Act? D YES • NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? • YES H] NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? O YES Q NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 8. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(1) Civil Code). LENDER'S NAME LENDER'S ADDRESS 9. APPLICANT CERTIFICATION i| I certify that 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 with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes, i ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY 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 stories 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 permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any lime after the work is commenced^_a_^io^iJ^-dgys (Section 106.4.4 Unrto^jBailding Code). A— —= — WHITE: File YELLOW: Applicant PINK: Finance APPLICANT'S SIGNATURE DATE /^/TK J'^^ EsGil Corporation In Vartnersfiip with government for <BmCr£ing Safety DATE: October 19, 2006 O^EPUCANT JURISDICTION: Carlsbad • PLAN REVIEWER \ • FILE PLAN CHECK NO.: PCR06177(061774.REV) SET: I PROJECT ADDRESS: 2875 Loker Avenue PROJECT NAME: Revision for Safety Syringe per Trans dated 10/4/06 I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. XI 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. i I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I 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. I I 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 XI REMARKS: This revision recheck does not include the installation and licensing ofthe (2) air compressors to be installed interior of the enlarged mechanical room. The applicant to review with the appropriate State Agency ( Department of Industrial Relations) for any requirements specific to the operations and installation of the compressors. The plan check does include the electrical plan revision to the boilers, however. ELECTRICAL (2002 NATIONAL ELECTRICAL CODE) PLUMBING (2000 UNIFORM PLUMBING CODE) MECHANICAL (2000 UNIFORM MECHANICAL CODE) By: Bert Domingo Enclosures: Esgil Corporation • GA • MB • EJ • PC 10/9/06 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PCR06177(061774.REV) PREPARED BY: Bert Domingo BUILDING ADDRESS: 2875 Loker Avenue PLAN CHECK NO. DATE: October 19, 2006 BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA (Sq. R.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Cb By Ordinance Bldg. Permit Fee by Ordinance • i Plan Checic Fee by Ordinance Type of Review: • Complete Review $300.00 • Structural Only D Repetitive Fee Repeats * Based on hourly rate Comments: • Other [7] Hourly 2.5 Hours * Esgil Plan Review Fee $240.00 Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB DATE ADDRESS. RESIDENTIAL RESIDENTIAL ADDITION MINOR (<$10,000.00) OTHER t^2=cp TENANT IMPROVEMEN PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER ENGINEER DATE DATE Daca/MlafOfTTa/(>lanning EnginMrtng Approval* • • • PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No.j^P^^ O^-ni Address ^^"7^ Planner Erin Endres Phone (760) 602- 4625 APN: - (9^:g>^i(0—trrO Type of Project & Use: Zoning: General Plan: CFD (in/out) #_Date of participation:.. , Net Project Density:. W/AC , Facilities Management Zone: Remaining net dev acres:. ClreteOne (For non-resldentlal development: Type of land used created by this permit: ) Legend; Item Complete • Kern Incomplete - Needs your action Environmental Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. . YES NO. DATE TYPE OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: ODD Coastal Zone AssessmentfCompllance Project site located In Coastal Zone? YES NO CA Coastal Commission Autiiority? YES NO If California Coastal Commission Authority: Contact ttiem at ~ San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Requlrsd or Exempt): Coastal Permit Determination Form already completed? YES_ If NO, complete Coastal Permit Determination Fonn now. Coastal Pennit Determination Log #: 7575 Metropolitan Drive, Suite 103, 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. Zl D D Inclusionary Housing Fee required: YES (Effective date of Inclusionary Housing Ordinance • NO May 21,1993.) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMINNCOUNTER\BldgRnchl(RevChklst Rev 9/01 Site Plan: D • D Provide a fully dimensional site plan drawn to scale. Show: North anow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). • • • 2. Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines D • D 1- Applicability: YES NO D • D 2. Project complies YES NO • • D Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required. Required. Required. Required. Required. Shown. Shown. Shown. Shown Shown • • • 2. Accessory structure setbacks: Front: Required Interior Side: Required. Street Side: Required, Rear: Required' Structure separation: Required. Shown Shown Shown. Shown. Shown • • • 3. Lot Coverage: Required Shown • • • • • D 4. Height: 5. Parking: Required. Spaces Required. Shown Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments ^CefliytiotLirh^lglease.^(TO)y-ofksh^^ t^hHtm^er-ofpSrWna ^^oey ^-~--pm^iaea~-afKLjgdtrifed onrsite--fof^eaclfljse-ge£jShaate7^2^ Correction #2'^l8 there anv proposed roof mounted equipment associated with ttiis buildina oShnit? If so. will the equipment be screened bv an existinq parapet wall or is new screening material required? Please see the attached handouts for examples. Jl 7^ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE fO-^n-nrp H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 Carlsbad Fire Department Plan Review Requirements Category: PGR , Date of Report: 10-17-2006 Name: Address: Reviewed by Permit #: PCR06177 Job Name: SAFETY SYRINGES REVISIONS Job Address: 2875 LOKER AV EAST CBAD The item vou have submitted for review is incomplete. At this time, this office. adequately conduct a review i carefully all commej lor review and approval. Conditions: Cond: CON0001675 [MET] No Comments Entry: 10/17/2006 By: MS Action: AP ; review necessary plans and/or specit 'JCTURAL MFCHAN'ICAL ELE(;1RICAL ANL> CiVIL ENGIiJEERS Structural Calcsjiations For: Safe!} Syringe ( arlsbad, California September 27, 2006 1805 iviuwton Avenue, San P'-yo, CA 92113 ^tOKtCIT ridh I "^fy STRUCTURAL MEC !> A NICAL ELEC.RICAL AND CiVIL ENGINEERS DESIGN CRITERIA Safety Syringe STRUCTURAL DESIGN CRITERIA Code: Uniform Building Code 2001 Project Scope: 1 Structure: This project consists of tying an air compressor to an existing tit up wall These calculations have been prepared to come up with the proffer member sizes for construction. All work has been done based on the current building code. Design Specifications/Criteria: Footings 2500psi normal wt. for substructure slab, beams and columns. 2500psi normal wt. for foundations. Max. Aiiowable Soil Beas ing Pressure 1500 PSF Concrete: f c = 2500 PSI, No special inspection required, (U.N.O) Masonry: ASTM C90, fm = 1500 PSI, no special inspec t n required, (U.N.O) r Mortar: ASTM C270, f c = 1800 PSI, Type S Grout: ASTivl C476, f c = 2000 PSI Reinforcing Steel. ASTM A615, Fy 40 KSI for #3 and smrfer ASTM A615, Fy = 60 KS' fnr #4 and lar^ei " i l.O.) 1805 Newton Avenue, San DieC( C^ 92113 . ("^d) 692-6101 vwvw.nddinr net.. Safety Syringe 09/27/06 STRUCTURAL IVIECH/NI(^AL ELECTRICAL AND CIVM ENGINEERS -Joists: Microliairts/ Parallams/ Tirnberstrand: Glulams: Soil: TrusJoist Maclv.lHc'.-ICBO PFC-4C,-.' (; .11 C- TJI/PRO I numbers) TusJoibI MacMillan-ICBQ pr C -4354 (LVC/PSL/LSL members) Do! yic s Fir of Douglas Fu/Hem Grade ?4F-V4 (simple spans) Grade 24F-V8 (cantilevers) Exi.sting natural soil values per UBC Table 18-l-A ^ol: v^lassification- Allowabie be:iring pressure = Active soil pressure (cantilever) - Active soil pressure (restrained) =_ Passive soil pressure =_ Coefficient of friction = 1500PGF PSF PSF PSF Seismic Design Cntaria: The following parameter will be used for seismic loadings on the structure: Z = 0.4 (seismic zone factor) ! = 1.0 (special occupancy factor) Rp = 5.5 Sc = Soil Profile Ca = 0.40 Na = 1.0 sheet of by. NAKHSHAB DEVELOPMENT . DESIGN job#. ; T U R A L_ M r C H A N ! C A L t L E C T R I C A ! AND C i V ^ i [ N G I N E E R S a 7M :^ 4- X l-C ^/