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HomeMy WebLinkAbout2210 FARADAY AVE; 100; CB090347; Permit04-29-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB090347 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 2210 FARADAY AV CBAD St 100 Tl Sub Type COMM 2121205500 Lot# 0 $1,622,35500 Construction Type 3B Reference # ABLATION FRONTIERS-42,353 SF W/HOUSE TO OFFICE, 4,000 SF WAREHOUSE Tl Applicant DONALD PITMAN DESIGN INC STE 290 3900 FIFTH AVE SAN DIEGO CA 92103 619-299-0011 Status Applied Entered By Plan Approved Issued Inspect Area Plan Check* Owner FARADAY POINTE-CA LLC C/O JEANNE ALLEN P O BOX 4900 SCOTTSDALEAZ 85261 ISSUED 03/03/2009 KG 04/29/2009 04/29/2009 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee Green Bldg Stands (SB1473) Fee $4,922 84 $000 $3,19985 $000 $000 $340 69 $000 4$000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $6400 Meter Size Add'l Reel Water Con Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (31 05540) PFF (4305540) License Tax (31 041 93) License Tax (4304 193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $26,978 86 $24,903 56 $000 $000 $31 ,699 20 $29,260 80 $15300 $426 00 $000 $000 $61,32432 $000 $000 97 $183,273 12 Total Fees $183,273 12 Total Payments To Date $183,27312 Balance Due $000 BUILDING PLANS IN STORAGE ATTACHED Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition1 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 Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired City of Carlsbad 1635 Faraday Ave , Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax 760-602-8558 www carlsbadca gov Building Permit Application Plan Check N Est Value Plan Ck Deposit i JOB ADDRESS . CT/PROJECT #LOT* A/A SUITE/VSPACEfVUMT* I DESCRIPTION OIF WORK Include Square Feet of Affected Area(s) OF PHASE* pToF UNITS | # BEDROOMS | ft BATHROOMS "| TENANT BUSINESS NAME 2- M\ TCONSTR TYPE OCC GROUP E> i OFFKt. EXISTING USE PROPOSED USE GARAGE (SF)PATIOS (SF) MA DECKS (SF) AJA FIREPLACE YES D # _ NO^f AIR CONDITIONING YES HT NO Q FIRE SPRINKLERS YES B^NO D CONTACT NAME (If Different Fom Applicant)APPLICANT NAME I ADDRESS I CITY ADDRESS _£0^Ay?_ p(T/*A/vJ PHONE [EMAIL STATE "I FAX ZIP CITY PHONE "EMAIL" STATE I FAX ZIP dt p c\e-":>KL c i PROPERTY OWNER NAME [ADDRESS CONTRACTOR BUS NAME I CITY STATE ZIP ADDRESS CITY" I"™/EMAIL PHONE STATE ZIP i ARCH/DESIGNFR NAME & ADDRESS STATE LIC (I EMAIL ^ STATE LIC » fsa_o/,op/yi _ ' CLASS I CITY BUS LIC ft , (Sec 703 I $ Business and Professions Code An/ City or Count/ which requires a permit to construct alter, improve demolish or repair an/ structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he islicensed 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 there from and the basis for the alleged exemption Any violation ofSection 70315 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}) Workers' Compensation Declaration / hereby affirm under penalty of perjury one ol the following declarations Cfl 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 O 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 workers compensation insurance carner-and policy • number are Insurance Co ^5 7xC?'}' £? t^^f)'^V //\f. /• t/£S£^> Policy No "7/ 2 -(sOD O 2 3. / Expiration Date / " / - ^ 0/D \j£5 comrukn This section need not be completed if the permit is for one hundred dollars (S100) or less d 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 workers compensation coverage is unlawful, anc^strall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100.000), in addition to the cost of compensation, damages as provided^ in Section 3J06-oflh{Hj3fx>r£0cle, interest and attorney's fees 'OR SIGNATURE DATE / hereby affirm that I am exempt from Contractors License Law lor the following reason O 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) D 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) Cl 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 TT Yes a No 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 / 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 / contractors license nurr ber) 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 / type of work) ^PROPERTY OWNER SIGNATURE DATE 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. 2553 3 or 25534 of the Presley Tanner Hazardous Substance Account Act' D Yes d No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' PI Yes O No I Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? O Yes D No IF ANY OF THE ANSWERS ARE YES, / EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT :\^v- ••••;.^" I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec 3097 (i) Civil Code) Lender's Name Lender's Address 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 authonze representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE Cl IT OF CARLSBAD I AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT i OSHA An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stones 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 for a period of 180 days (Section 106 4 4 Uniform Building Code) * ^vf~7 JS$ APPLICANT'S SIGNATURE fl*i J. i ' ~ DATE 03(05/0°)1 City of Carlsbad Final Building Inspection Dept- Building Engineering Planning CMWD St Lite Fire-? Plan Check* Permit # Project Name Address Contact Person Sewer Dist Inspected Bv />CA Inspected Bv Inspected Bv Date CB090347 Permit Type ABLATION FRONTIERS-42,353 SF Sub Type W/HOUSE TO OFFICE, 4,000 SF WAREHOUSE Tl 22 10 FARADAY AV #100 Lot 0 BILL Phone 8584371775 CA Water Dist CA . _ Date q/ / xo J>'ir\^\^^"~ Inspected <~> (l/U\ Approved/\ I / (__J Date Inspected Approved Date Inspected Approved 08/05/2009 Tl COMM Disapproved Disapproved Disapproved Comments City of Carlsbad Bldg Inspection Request For 09/14/2009 Permit* CB090347 Title ABLATION FRONTIERS-42,353 SF Description W/HOUSE TO OFFICE, 4,000 SF WAREHOUSE Tl Inspector Assignment TP Sub Type COMM 2210 FARADAY AV 100 Lot Type Tl Job Address Suite Location APPLICANT DONALD PITMAN DESIGN INC Owner FARADAY POINTE-CA LLC Remarks Phone 8584371775 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By NA Entered By CHRISTINE Act Comments Comments/Notices/Holds Date 09/11/2009 09/09/2009 08/06/2009 08/05/2009 08/04/2009 08/04/2009 08/04/2009 08/04/2009 08/03/2009 07/16/2009 07/15/2009 06/26/2009 06/26/2009 Associated PCRs/CVs Original PC# PCR09067 ISSUED ABLATION REVISIONS TO MECH &, PLUMBING Inspection History Description 89 Final Combo 89 Final Combo 89 Final Combo 89 Final Combo 15 Roof/Reroof Act •nbo AP nbo NR nbo PA nbo CO •oof WC lectnc AP lectnc AP ucts/Dampers AP lectnc CO ombo AP teel/Boltmg/Weldmg CO teel/Bolting/Weldmg AP opout AP Insp TP TP TP TP TP TP TP TP TP TP TP TP TP Comments FOR OCCUPANCY ONLY FINAL PNDING COMP OF ROOF SCREENS SUB PNLS RTUs T-CEIL LITES DUCTS T-CLNG T-CLNG 2ST FLR (N/INCL LOBBY & WORK RM ) City of Carlsbad Bldg Inspection Request For 09/14/2009 Permit* CB090347 06/26/2009 34 Rough Electric 06/26/2009 44 Rough/Ducts/Dampers 06/22/2009 14 Frame/Steel/Boltmg/Welding 06/22/2009 34 Rough Electric 06/22/2009 44 Rough/Ducts/Dampers 06/18/2009 14 Frame/Steel/Boltmg/Welding 06/18/2009 24 Rough/Topout 06/18/2009 34 Rough Electric 06/18/2009 44 Rough/Ducts/Dampers 06/09/2009 14 Frame/Steel/Bolting/Weldmg 06/09/2009 34 Rough Electric 06/09/2009 44 Rough/Ducts/Dampers 06/03/2009 84 Rough Combo 06/01/2009 14 Frame/Steel/Bolting/Welding 06/01/2009 17 Interior Lath/Drywall 05/29/2009 34 Rough Electric 05/28/2009 14 Frame/Steel/Bolting/Weldmg 05/28/2009 17 Interior Lath/Drywall 05/28/2009 44 Rough/Ducts/Dampers 05/27/2009 16 Insulation 05/27/2009 44 Rough/Ducts/Dampers 05/27/2009 66 Grout 05/26/2009 14 Frame/Steel/Bolting/Weldmg 05/26/2009 17 Interior Lath/Drywall 05/26/2009 24 Rough/Topout 05/26/2009 63 Walls 05/21/2009 14 Frame/Steel/Boltmg/Welding 05/21/2009 16 Insulation 05/21/2009 17 Interior Lath/Drywall 05/21/2009 66 Grout 05/19/2009 11 Ftg/Foundation/Piers 05/19/2009 14 Frame/Steel/Bolting/Welding 05/19/2009 17 Interior Lath/Drywall 05/19/2009 24 Rough/Topout 05/19/2009 34 Rough Electric 05/18/2009 14 Frame/Steel/Bolting/Weldmg 05/18/2009 17 Interior Lath/Drywall 05/18/2009 24 Rough/Topout 05/18/2009 34 Rough Electric 05/18/2009 44 Rough/Ducts/Dampers 05/15/2009 17 Interior Lath/Drywall 05/15/2009 34 Rough Electric 05/14/2009 14 Frame/Steel/Boltmg/Welding 05/14/2009 24 Rough/Topout 05/14/2009 34 Rough Electric 05/13/2009 14 Frame/Steel/Bolting/Welding 05/13/2009 15 Roof/Reroof 05/13/2009 17 Interior Lath/Drywall 05/13/2009 24 Rough/Topout 05/13/2009 34 Rough Electric AP TP AP TP AP TP AP TP AP TP PA MC PA MC PA MC PA MC AP TP AP TP AP TP CO TP AP TP PA TP AP TP WC TP PA TP PA TP AP TP AP TP AP TP AP TP PA TP AP TP NR TP WC TP WC TP WC TP AP TP NR TP PA TP PA TP WC TP PA TP AP TP PA TP AP TP AP TP AP TP PA TP PA TP AP TP AP TP AP TP AP TP AP TP PA TP AP TP AP TP Inspector Assignment TP CLNG LITES 1ST FLR (N/INCL LOBBY & WORK RM ) DUCTS 1ST FLR (N/INCL LOBBY & WORK RM ) T-CLNG 1ST FLR RMS 102, 104, 106-09, 114, 115 CLNG LITES 1ST FLR RMS 102,104 106-09,114, DUCTS 1ST FLR RMS 102,104,106-09,114 115 115 T-BAR CEILING AT RM 202-219 ONLY PENDING FIRE APPROVAL DBL CK AIR GRILLES FOR ATTACHMENT TO T-BAR T-CLNG @ CLEAN RM, GOWNING CLNG LITES @ CLEAN RM , GOWNING DUCTS, HEPAS CLEAN RM , GOWNING T-CLNG @ CLEAN RM ELEV ENCL DB 1 PNL DUCT, PLMN WRAP EAST WALL DUCT PLMN PRE-WRAP 1 & 2 LIFT CMU GEN ENCL FURRED WALLS @ LOBBY OFFICES 133-1 35 1ST LIFT CMU GEN ENCL OFFICES 133-135 133-135 RET CANS ON CLN RM WALLS NEW MTR SECT RM 133-35 CU LINES FURRED WALLS @ CLEAN RM, GOWNING RE-NAIL SHTNG @ MECH UNITS ON ROOF CU@1STFLRRR FURRED WALLS, @ CLEAN RM, GOWNING City of Carlsbad Bldg Inspection Request For 09/14/2009 Permit* CB090347 05/13/2009 44 Rough/Ducts/Dampers WC TP 05/11/2009 14 Frame/Steel/Bolting/Weldmg AP TP 05/11/2009 17 Interior Lath/Drywall AP TP 05/11/2009 24 Rough/Topout WC TP 05/11/2009 34 Rough Electric AP TP 05/08/2009 11 Ftg/Foundation/Piers PA PC 05/08/2009 14 Frame/Steel/Bolting/Weldmg PA PC 05/08/2009 17 Interior Lath/Drywall PA PC 05/08/2009 34 Rough Electric PA PC 05/07/2009 14 Frame/Steel/BoltingA/Veldmg PA TP 05/07/2009 17 Interior Lath/Drywall PA TP 05/07/2009 24 Rough/Topout WC TP 05/07/2009 34 Rough Electric PA TP 05/06/2009 14 Frame/Steel/Bolting/Weldmg AP TP 05/06/2009 16 Insulation AP TP 05/06/2009 17 Interior Lath/Drywall PA TP 05/06/2009 34 Rough Electric AP TP 05/04/2009 14 Frame/Steel/Bolting/Welding AP TP 05/04/2009 17 Interior Lath/Drywall PA TP 05/04/2009 34 Rough Electric AP TP 05/01/2009 14 Frame/Steel/Bolting/Weldmg PA TP 05/01/2009 17 Interior Lath/Drywall PA TP 05/01/2009 34 Rough Electric PA TP Inspector Assignment TP RM 124, 121 2ND FLR OFFICES, AREA SEP WALL, LAB 145 RM124, 121 generator pad clean rm walls 2nd fir office area clean rm walls N/INC N SHOP N/INCL, 1ST FLR OFFICES VAR LOG N/INCL , 1ST FLR OFFICES WALLS Office Locations Orange County Corporate Branch 2992 E La Raima Avenue Suite A Anaheim, CA 92806 Tel 7146322999 Fax 714 632 2974 San Diego Imperial County 6295 Ferris Square Suite C San Diego. CA 92121 Tel 858 537 3999 Fax 8585373990 Inland Empire 14467 Meridian Parkway Building 2A Riverside, CA 92518 Tel 951 653 4999 Fax 951 653 4666 Indio 44917 Golf Center Parkway Suite 1 Indio, CA 92201 Tel 760 342 4677 Fax 760 342 4525 OC/LA/lnland Empire Dispatch 800 491 2990 San Diego Dispatch 888 844 5060 www mtglmc com FINAL REPORT FOR SPECIAL INSPECTION AND MATERIAL TESTING Date July 29, 2009 To City of Carlsbad Public Works - Engineering 5950 El Cammo Real Carlsbad, CA 92008 MTGL Project No 8157-A01 MTGL Log No 09-1124 SUBJECT SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION AND MATERIAL TESTING PERMIT NO CB 090347 PROJECT NAME/ADDRESS Medtronic Ablation Frontiers, LLC Carlsbad 2210 Faraday Avenue Carlsbad, California I declare under penalty of perjury that, to the best of my knowledge, the work requiring special inspection, material sampling and testing, for the structure/s constructed under the subject permit is in conformance with the approved plans, the inspection and observation program and other construction documents, and the applicable workmanship provisions of the Uniform Building Code Executed on July 29, 2009 The work which we provided Special Inspection/Testing consisted of Reinforcing Steel, Anchor Bolt in Concrete, Concrete, Epoxy of Rebar Dowel, Sampling and Testing of Mortar, and Periodic Inspection of Structural Steel Field Welding A If the inspection services were provided by an approved material testing laboratory or special inspection agency TESTING AGENCY MTGL, Inc 6295 Ferris Square, Suite C San Diego, CA 92121 RESPONSIBLE MANAGING ENGINEER OF THE TESTING LABORATORY OR SPECIAL INSPECTION AGENCY NAME (PRINT OR TYPE) Eduardo C Dizon State of California Registration Number C 57217 Expiration Date 12/31 /09 B) If the inspection services were provided by an independent certified special inspector SPECIAL INSPCETOR' S NAME (PRINT OR TYPE) NA Registration Number SIGNATURE cc Mr Kevin Hearn / Integrated Project Management EsGil Corporation In (Partnership with government for (BuiCding Safety DATE April 29, 2009 JURISDICTION City of Carlsbad OPCShTREVIEWER a FILE PLAN CHECK NO 090-347 SET IV PROJECT ADDRESS 2210 Faraday Ave. PROJECT NAME Albation Frontiers - Office /Storage TI 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 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person XI REMARKS The City shall place their "soils notice".stamp on the plans y-M-Ol- %4A*Jt (LJCts^JU-. By Sergio Azuela Enclosures EsGil Corporation D GA D MB D EJ D PC 04/22/09 EsGil Corporation In <Pa.rtnersK.ip with government for <Bm fifing Safety DATE April 20, 2009 a APPLICANT JURISDICTION City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 090-347 SET III PROJECT ADDRESS 22 1O Faraday Ave. PROJECT NAME Albation Frontiers - Office/Storage TI 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 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 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person X] The applicant's copy of the check list has been sent to Donald Pitman Design 3900 Fifth Ave , Suite 290, San Diego, CA 92103 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Donald Pitman Design Telephone # (619) 299-0011 Date contacted <f (20/0 <J (by fAyr) Fax # (619)299-5544 Mail— Telephone Fax-"' In Person REMARKS By Sergio Azuela Enclosures EsGil Corporation [x] GA D MB [El EJ D PC 04/14/09 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 City of Carlsbad 090-347 April 20, 2009 RECHECK CORRECTION LIST JURISDICTION City of Carlsbad PLAN CHECK NO 09O-347 PROJECT ADDRESS 2210 Faraday Ave. SET III DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 04/14/09 April 20, 2009 REVIEWED BY Sergio Azuela FOREWORD (PLEASE READ). This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, 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 The approval of the plans does not permit the violation of any state, county or city law A To facilitate recheckmg, 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 B 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 C 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 QNo City of Carlsbad 090-347 April 2O, 2O09 1 Please make all corrections, as requested in the correction list Submit three new complete 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 corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments 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 California Business and Professions Code This correction will be rechecked at Final Submittal 29 The City shall place their "soils notice" stamp on the plans This note is not intended to be a correction and does not require any action from the applicant/designer for plan checking purposes If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 32 The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued Business and Professions Code 34 THE "TECHNICAL REPORT, HAZARDOUS MATERIALS SUMMARY" BY OCCUPATIONAL SERVICES, INC." IS INCOMPLETE AND THE DATA IN THE! ATTACHMENTS DO NOT AGREE PLEASE ADDRESS THE FOLLOWING A) THE ATTACHMENTS IN THE "TECHNICAL REPORT, HAZARDOUS MATERIALS SUMMARY" BY OCCUPATIONAL SERVICES, INC " SEEMS TO SHOW THIS BUILDING HAS MORE THAN ONE CONTROL AREA BUT THE REPORT DOES NOT ADDRESS THE LIMITS OF EACH CONTROL AREA AND THE REQUIRED FIRE RATE SEPARATION BETWEEN SEPARATE CONTROL AREAS PLEASE CORRECT City of Carlsbad 09O-347 April 20, 2009 B) THE PAGE 1 OF 6 IN ATTACHMENT 1 SHOWS 1 07 GALLONS OF CLASS II COMBUSTIBLE LIQUID BEING STORED, BUT PAGE 4 OF 6 IN ATTACHMENT 1 SHOWS 322.0 GALLONS OF CLASS II COMBUSTIBLE LIQUID BEING STORED PLEASE CORRECT TO AGREE. C) THE PAGE 1 OF 6 IN ATTACHMENT 1 SHOWS 0.034 GALLONS OF CLASS III- A COMBUSTIBLE LIQUID BEING STORED, BUT PAGE 4 OF 6 IN ATTACHMENT 1 SHOWS NO CLASS III-A COMBUSTIBLE LIQUID. PLEASE CORRECT TO AGREE. D) THE PAGE 1 OF 6 IN ATTACHMENT 1 SHOWS 2 037 GALLONS OF CLASS III- B COMBUSTIBLE LIQUID BEING STORED, BUT PAGE 4 OF 6 IN ATTACHMENT 1 SHOWS NO CLASS HI-B COMBUSTIBLE LIQUID PLEASE CORRECT TO AGREE. E) THE PAGE 2 OF 6 IN ATTACHMENT 1 SHOWS 3.09 GALLONS OF CLASS I-B FLAMMABLE LIQUID BEING STORED, BUT PAGE 5 OF 6 IN ATTACHMENT 1 SHOWS NO CLASS I-B FLAMMABLE LIQUID BEING STORED PLEASE CORRECT TO AGREE. F) PLEASE REVIEW ALL THE DATA IN THE ATTACHMENTS AND PROVIDE A REVIEW OF THE USES IN ALL SPACES IN THIS BUILDING. G) THE TECHNICAL REPORT DOES NOT ADDRESS THE MACHINING OF MATERIALS (GRINDING, SAWING, AND MILLING) AND ANY REQUIRED DUST COLLECTION SYSTEMS SHOW THE TYPES OF MATERIALS TO BE MACHINED. H) A COMPLETE PLAN REVIEW WILL BE DONE WHEN THE TECHNICAL REPORT IS CORRECTED AND COMPLETED. Provide data on the proposed hazardous materials to be stored and used IBC 41 4 Present the description of the hazardous materials in a format that coincides with the material classifications found in IBC Tables 307 1(1) and 307 1(2-) A) - Clearly show the types of hazardous materials being stored or used Provide a list of the proposed hazardous materials, include the material safety data sheets (MSDS), if applicable S) - Clearly show the amounts for each type of hazardous material to be stored and in G) - Clearly show tho locations in the building where each type of hazardous material is being stored or used B) - Note — If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with UMC Chapter 5 PLUMBING (2006 UNIFORM PLUMBING CODE) 42 THE RESPONSE FROM DEC ENGINEERS IS STILL "ARCHITECT TO PROVIDE" AND NOW NO RESPONSE PROVIDED FROM THE ARCHITECT-? PLEASE ADDRESS Provide calculations to show compliance with UPC Table 4-1 "Minimum Plumbing Fixtures" Please include the occupancy classification and the number of occupants City of Carlsbad 09O-347 April 2O, 2009 44 Correct the water line sizing calculations show on sheet PO 1 to match the sizing from CPC, Appendix A D) AS PER CPC, CHART A-4 FOR MAXIMUM 8 FEET PER SECOND VELOCITY IN A 2 INCH COPPER TUBE ONLY ABOUT 70 GPM FLOW CAN BE OBTAINED NOT THE 75 GPM AT 7 5 FEET PER SECOND AS SHOWN IN THE TABLE ON SHEET P0.1. ALSO, THE PLANS STILL SHOW 85 GPM TOTAL WATER DEMAND AT THE WATER METER AND ONLY A 2 INCH WATER LINE. PLEASE CORRECT. The GPM values and the velocity values used in the Pipe Sizing Schedules on sheet PO 1 do not match values from CPC, Chart A-4 for copper tubing The 2 inch water main from the water meter to the building is undersized as per the data provided Please correct E) A complete review will be done when the pipe sizing is corrected and completed. MECHANICAL (2006 UNIFORM MECHANICAL CODE) 54 STILL NO CUT-SHEETS AND INSTALLATION INSTRUCTIONS FOR THE PROPOSED GENERATOR PROVIDED IN THE PLAN PACKAGE. Provide the cut-sheets for the proposed generator outside the building. Also, one of the Generator Rooms, #158 is shown inside the building See item number 50 above. Please provide cut-sheets, listing data and installations instructions for the proposed generators in the two generator rooms, #158 The mechanical drawing will be reviewed when the data is provided 55 NO RESPONSE PROVIDED STILL NO CUT-SHEETS AND INSTALLATION INSTRUCTIONS FOR THE PROPOSED GENERATOR PROVIDED IN THE PLAN PACKAGE No cut-sheets found in the plan package Please provide cut-sheets, listing data and installations instructions for the proposed Lab Ovens The mechanical drawing will be reviewed when the data is provided 56 THE "TECHNICAL REPORT, HAZARDOUS MATERIALS SUMMARY" BY OCCUPATIONAL SERVICES, INC " PROVIDED DOES NOT ADDRESS THE VENTILATION AND DUST COLLECTION ISSUES'? Please address in the required hazardous material report any ventilation requirements. See the item #34 above. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6 A) Detail the required make-up air as per UMC 505 3 B) Detail the exhaust outlet clearances as per UMC 504 5 (Environmental) & 506 9 (Product conveying) C) Clearly show the duct materials are suitable for the intended use UMC, Section 5061 D) Clearly show the exhaust duct material and gage used for each duct size UMC Tables 5-5 and/or 5-6 E) Separate and distinct systems shall be provided for incompatible materials UMC 505 1 City of Carlsbad O9O-347 April 20, 2009 F) Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces UMC 5051 G) Detail minimum duct conveying velocities as per UMC 505 2 & Table 5-1 H) Detail duct cleanouts as per UMC Section 506 3 I) Detail required explosion venting of dust collection systems as per UMC 506 4 & 6104 J) Detail duct support as per UMC 506 5 & 6040 5 K) Detail fire protection as per UMC 506 6 & 610 6 L) Detail clearances from combustibles as per UMC 506 7 & 610 7 M) Detail protection from physical damage as per UMC 506 8 & 604 4 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 COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) 57 SHEET A1.1 DOES NOT SHOW THE REQUIRED PANIC HARDWARE FOR THE DOOR IN ROOM 160 AND NOTED ON OTHER SHEETS OF THE DRAWINGS PLEASE CORRECT THE DOOR SCHEDULE Describe the door hardware for the mam service room to an exit (Detail on sheet E6 1) Hardware to comply with NEC 110-26(C) 2 Be sure to describe the door hardware as new or existing Unfortunately this comment was incomplete The service room design is fine however room 160 will require the same out swinging door with panic hardware design Note' If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen 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 (BuiCding Safety DATE April 1, 2009 O^EEUCANT JURISDICTION City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 090-347 SET II PROJECT ADDRESS 2210 Faraday Ave. PROJECT NAME Albation Frontiers - Office/Storage TI 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 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 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant's copy of the check list has been sent to Donald Pitman Design 3900 Fifth Ave , Suite 290, San Diego, CA 92103 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 Donald Pitman Design Telephone # (619) 299-0011 Date contacted L/U ol (by FA\) Fax # (619) 299-5544 Mail—- Telephone Fax^- In Person REMARKS By Sergio Azuela Enclosures EsGil Corporation IEI GA D MB H EJ D PC 03/26/09 9320 Chesapeake Drive. Suite 208 4 San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 City of Carlsbad O90-347 April 1, 2009 RECHECK CORRECTION LIST JURISDICTION City of Carlsbad PLAN CHECK NO 090-347 PROJECT ADDRESS 221O Faraday Ave. SET II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 03/26/09 April 1, 2009 REVIEWED BY Sergio Azuela FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, 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 The approval of the plans does not permit the violation of any state, county or city law A 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 B 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 C 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 QNo City of Carlsbad O9O-347 April 1, 20O9 1 Please make all corrections, as requested in the correction list Submit three new complete 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 corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments 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 California Business and Professions Code This correction will be rechecked at Final Submittal 3 Provide a Building Code Data Legend on the Title Sheet Include the following code information for each building proposed . Occupant Load The occupant load for the "LUNCH ROOM 116" shall be 15, instead of 200 as shown on sheet AO 3 • Occupancy Classification(s) Please include the S-1 for Storage areas and the F-1 for all applicable areas of manufacturing and similar uses Also the "LUNCH ROOM 116", was shown as 711 SF, however the plans are scaling more like 34 5' X 23.5' = 810 SF, in which case the room will have an A-3 occupancy classification. 4 Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in IBC Tables 307 7(1) and 307 7(2) The correction response provided reads' "SEE SHEET FOR NOTE AS REQUIRED", however, the sheet number was omitted. Original correction is still applicable 5 A complete description of the activities and processes that will occur in this tenant space should be provided A listing of all hazardous materials should be included The materials listing should be stated in a form that would make classification in Tables 307 7(1) and 307 7(2) possible The building official may require a technical report to identify and develop methods of protection from hazardous materials Section 307 7 The required information was not provided. See correction # 34. 18 Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction Section 1009 5 3 Please clearly show it on plans for the existing stairs adjacent to room 116 City of Carlsbad 09O-347 April 1, 20O9 20 Handrails (Sections 1012 and 1009 10) b) Handrails shall extend 12" beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser Please show it clearly on the right side of step 1 at staircase # 1. c) Ends of handrails shall be returned to a wall, guard or the walking surface 21 Exit signs are required whenever two exits are required Show all required exit sign locations Section 1011 1 a) Please show one exit sign adjacent to the stairway which is located adjacent to the room 212 on the second floor b) Please show on plans the two exit signs required in room 147. c) Please revise the plans to show an exit sign in room 104 adjacent to the door between the rooms 101 and 104 Please note that the exit sign shown on sheet A0.3 is on the side of room 101. 27 Guards (Section 1013) a) Clearly show on plans that the glass panels shall be supported on all four edges Section 2403.2. 28 Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List 8 Show that handrails extend a >12" beyond top nosing, and >12"-plus-tread-width beyond the bottom nosing, per Section 1133B 422 Please show it on plans for the handrail extensions on the North Side of steps 1 and 10 in staircase #1 10 Show or note that interior stair treads are marked at the upper approach and the lower tread of each stair, by a strip of clearly contrasting color, per Section 1133B 4 4, as follows a) At least 2" wide (but not more than 4" wide) b) Placed parallel to and not more than 1" from the nose of the step or landing c) The strip shall be as slip resistant as the other treads of the stair 11 Note that all tread surfaces comply with Section 1133B 4 5, as follows b) Be slip resistant c) Have smooth, rounded or chamfered exposed edges d) Have no abrupt edges at the nosing e) Nosing shall not project >11/s>" past the face of the riser above 29 The City shall place their "soils notice" stamp on the plans This note is not intended to be a correction and does not require any action from the applicant/designer for plan checking purposes If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. City of Carlsbad O90-347 April 1, 2009 PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 32 The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued Business and Professions Code 34 A copy of the "Business Plan" called for in the response was not included in the plan package Also, most "Business Plans" do not cover all the items requested to complete the building code review. Please address the data requested Provide data on the proposed hazardous materials to be stored and used IBC 414 Present the description of the hazardous materials in a format that coincides with the material classifications found in IBC Tables 307 1(1) and 307 1(2) A) Clearly show the types of hazardous materials being stored or used Provide a list of the proposed hazardous materials, include the material safety data sheets (MSDS), if applicable B) Clearly show the amounts for each type of hazardous material to be stored and in use C) Clearly show the locations in the building where each type of hazardous material is being stored or used D) Note If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with UMC Chapter 5 35 The Lunch Room #116 is a dining area, not a kitchen. Please correct The plans do not address the A3 occupancy spaces, like the GYM, Conference rooms and Break Room over 750 square feet in floor area 36 The floor plans show two rooms number 158. One is inside the building and one is outside. Look next to rooms #127, 128 and 129. Please review the two generator rooms, #158 A room containing a combustion engine shall be separated from the remainder of the building by a 1 hour fire barrier and requires protected openings in the exterior per IBC, 432 2 2 37 Please show the required HVAC ducting into the elevator machinery room, and the required fire dampers at duct openings. An elevator machinery room is required to be separated from the remainder of the building by fire barriers (706) and horizontal assemblies (711) Please detail how these ratings will be maintained for the mechanical openings shown IBC 3006 4 39 Correct the duct systems into the fire rated corridor (at first floor level along building line I next to building line 5) to show supply and exhaust ducts Fire rated corridor may not be used to convey to or from the fire rated corridor City of Carlsbad 090-347 April 1, 2O09 40 Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers Be sure to include a symbol on the symbol schedule for each damper type IBC 716 No fire dampers shown for duct opening into the fire rated corridor at first floor level along building line I next to building line 5. 41 Where on the Architectural Drawings is the roof access ladder shown and if the ladder and/or roof access hatch or path of access on the roof is closer than 10 feet to the edge of the roof a minimum 42 inch tall "Guard" (guard rail) is required Please address. Please correct the drawings to show the required 42 inch tall "Guards" (guard rails) as per IBC, Section 1013 5 "Where appliances, equipment, fans, roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface " PLUMBING (2006 UNIFORM PLUMBING CODE) 42 As per DEC Engineers response the Architect to provide. But, the Architect's response is: "See Plumbing Correction Responses." Provide calculations to show compliance with UPC Table 4-1 "Minimum Plumbing Fixtures" Please include the occupancy classification and the number of occupants 44 Correct the water line sizing calculations show on sheet PO 1 to match the sizing from CPC, Appendix A B) For the 85 GPM flow through 114 inch public water meter the water pressure loss is over 16 psi as per UPC, Chart A-1 Not the only 7 psi used in the water line sizing calculations. Please correct. Check the water meter pressure loss at the value used in the water line sizing calculations, as per UPC, Chart A-1 D) The GPM values and the velocity values used in the Pipe Sizing Schedules on sheet PO 1 do not match values from CPC, Chart A-4 for copper tubing. The 2 inch water main from the water meter to the building is undersized as per the data provided. Please correct E) A complete review will be done when the pipe sizing is corrected and completed. MECHANICAL (2006 UNIFORM MECHANICAL CODE) 50 Where on the Architectural Drawings is the roof access ladder shown9 Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of UMC 904 1033 Please provide City approval for use of an outside ladder is required 51 Provide exhaust ventilation as per UMC, Section 403 7 and Table 4 4 No calculations found for the new restrooms and janitor rooms and kitchens and Kitchenettes City of Carlsbad O90-347 April 1, 2009 52 Sheet M2.2 shows no ducting into the fire rated elevator equipment room There are supply and exhaust ducts in the shaft or void space behind the elevator shaft, but they are not into the elevator equipment room9 Please correct Provide the independent ventilation or the air conditioning system required for the elevator equipment room to prevent the overheating of the electrical equipment IBC 3006 2 54 Provide the cut-sheets for the proposed generator outside the building. Also, one of the Generator Rooms, #158 is shown inside the building. See item number 50 above. Please provide cut-sheets, listing data and installations instructions for the proposed generators in the two generator rooms, #158 The mechanical drawing will be reviewed when the data is provided 55 No cut-sheets found in the plan package. Please provide cut-sheets, listing data and installations instructions for the proposed Lab Ovens The mechanical drawing will be reviewed when the data is provided 56 Please address in the required hazardous material report any ventilation requirements. See the item #34 above. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6 A) Detail the required make-up air as per UMC 505 3 B) Detail the exhaust outlet clearances as per UMC 504 5 (Environmental) & 506 9 (Product conveying) C) Clearly show the duct materials are suitable for the intended use UMC, Section 5061 D) Clearly show the exhaust duct material and gage used for each duct size UMC Tables 5-5 and/or 5-6 E) Separate and distinct systems shall be provided for incompatible materials UMC 5051 F) Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces UMC 5051 G) Detail minimum duct conveying velocities as per UMC 505 2 & Table 5-1 H) Detail duct cleanouts as per UMC Section 506 3 I) Detail required explosion venting of dust collection systems as per UMC 506 4 & 6104 J) Detail duct support as per UMC 506 5 & 6040 5 K) Detail fire protection as per UMC 506 6 & 610 6 L) Detail clearances from combustibles as per UMC 506 7 & 610 7 M) Detail protection from physical damage as per UMC 506 8 & 604 4 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 City of Carlsbad O9O-347 April 1, 2O09 ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) 57 Describe the door hardware for the mam service room to an exit (Detail on sheet E6 1) Hardware to comply with NEC 110-26(C) 2 Be sure to describe the door hardware as new or existing Unfortunately this comment was incomplete The service room design is fine however room 160 will require the same out swinging door with panic hardware design ENERGY CONSERVATION 58 Provide plans, calculations and worksheets to show compliance with current energy standards The 50 page energy packet has not been provided Please provide Energy plan check will commence after this booklet has been received The provided energy packet was solely mechanical with the previous envelope permit description checked Prior to this improvement, the entire space appears to have been potentially an unconditioned warehouse area that normally does not have a conditioned envelope design Provide the previous envelope design packet or an updated new design showing all building envelope requirements Note If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen 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 (BuiCding Safety DATE March 12, 2009 rj^PELJCANT JURIS x JURISDICTION City of Carlsbad b-PtAKfREVlEWERa FILE PLAN CHECK NO 090-347 SET I PROJECT ADDRESS 2210 Faraday Ave. PROJECT NAME Albation Frontiers - Office/Storage TI 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 Donald Pitman Design 3900 Fifth Ave , Suite 290, San Diego, CA 92103 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 Donald Pitman Design U.M^ Telephone # (619) 299-0011 Date contacted B''i'°''(by ,'-. ) Fax # (619)299-5544 Mail Telephone — Fax^ In Person REMARKS By Sergio Azuela Enclosures EsGil Corporation M GA D MB M EJ D PC 03/05/09 9320 Chesapeake Drive, Suite 20S + San Diego, California 92123 *• (858)560-1468 + Fax(S5S)560-1576 City of Carlsbad 090-347 March 12, 2009 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO O90-347 OCCUPANCY B, F-l&S-l TYPE OF CONSTRUCTION HI-B ALLOWABLE FLOOR AREA UL SPRINKLERS'? YES REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED March 12, 2009 JURISDICTION City of Carlsbad USE Office, Storage & Manuf ACTUAL AREA 121,500 SF STORIES 2 HEIGHT OCCUPANT LOAD DATE PLANS RECEIVED BY ESGIL CORPORATION 03/05/09 PLAN REVIEWER Sergio Azuela FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Code sections cited are based on the 2007 CBC, which adopts the 2006 IBC The following items listed need Clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 105 4 of the 2006 International Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i e., plan sheet number, specification section, etc Be sure to enclose the marked up list when you submit the revised plans City of Carlsbad O90-347 March 12, 2OO9 GENERAL 1 Please make all corrections, as requested in the correction list Submit three new complete 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 corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments • PLANS 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 California Business and Professions Code This correction will be rechecked at Final Submittal 3 Provide a Building Code Data Legend on the Title Sheet Include the following code information for each building proposed * Occupancy Classification(s) Please include the S-1 for Storage areas and the F-1 for all applicable areas of manufacturing and similar uses * For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Section 508 3 * Description of Use Please include a full description for the areas shown as Work Rooms, QC Incoming Work Room, etc * Stories Please show 2 stories, instead of 1 story * Occupant Load 4 Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in IBC Tables 307 7(1) and 307 7(2) 5 A complete description of the activities and processes that will occur in this tenant space should be provided A listing of all hazardous materials should be included The materials listing should be stated in a form that would make classification in Tables 307 7(1) and 307 7(2) possible The building official may require a technical report to identify and develop methods of protection from hazardous materials Section 307 7 City of Carlsbad 090-347 March 12, 2O09 6 On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, etc ) Additionally, provide the following note on the plans, per Sec A106 3 4 2 "Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they heave been found to be in general conformance with the design of the building The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official" . SITE PLAN 7 Provide a fully dimensioned site plan drawn to scale Sec A106 1 1 Include the following a) Clearly dimension building setbacks from property lines, on the site plan b) Show the scale on the Site Plan 8 Provide a statement on the site plan stating "All property lines, easements and buildings, both existing and proposed, are shown on this site plan " 9 Clearly designate any side yards used to justify increases in allowable area based on Section 506 2 • INTERIOR WALL AND CEILING FINISHES 10 Provide a note on the plans or on the finish schedule, stating, "Wall and ceiling materials shall not exceed the flame spread classifications in IBC Table 803 5 " • EXITS 11 Egress from a room through an adjoining room (Section 1014 2) a) Egress shall not pass through store rooms, or spaces used for similar purposes Please revise the plans to show compliance for exiting ol rooms 122, through 146, room 145 through 146, etc 12 Exit passageway enclosures shall have walls, floors and ceilings of not less than 1-hour fire-resistance rating, but not less than that required for any connecting exit enclosures Section 1021 3 13 Openings into exit passageways shall be % assemblies (90-mmute if the e<it passageway is required to be of two-hour fire-resistive construction) Sections 1021 4 and 715 14 Regardless of occupant load, a floor or landing not more than 1/2 inch below the threshold is required on each side of an egress door Section 1008 1 4 City of Carlsbad 090-347 March 12, 2009 • STAIRWAYS 15 Stairway width must be at least 44 inches when serving 50 or more occupants, 36 inches when less than 50 Section 1009 1 Clearly show on plans all applicable dimensions for the stairways 16 Stairway riser must be 4 inches minimum and 7 inches maximum and minimum run shall be 11 inches Section 1009 3 Clearly show on plans all applicable dimensions for the stairways 17 A minimum headroom clearance of 6'-8" for stairways should be indicated on the plans Section 1009 2 Clearly show on plans all applicable dimensions for the stairways 18 Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction Section 100953 19 Landings are required at the top and bottom of each stairway The width of landings shall not be less than the width of the stairways they serve Every landing shall have a minimum dimension measured in the direction of travel equal to the width of the stairway (such dimension need not exceed 48" where the stairway has a straight run) Section 1009 4 Clearly show on plans all applicable dimensions for the stairways 20 Handrails (Sections 1012 and 1009 10) a) Handrails are required on each side of stairways Clearly show it on plans for the two new siairs And also for the existing stairs on the South Side b) Handrails shall extend 12" beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser c) Ends of handrails shall be returned to a wall, guard or the walking surface • EXIT SIGNS 21 Exit signs are required whenever two exits are required Show all required exit sign locations Section 1011 1 a) Please show one exit sign adjacent to the stairway which is located adjacent to the room 212 on the second floor b) Please show on plans the two exit signs required in room 147 Also please remove the exit sign showing at the door between rooms 122 and 147, since this exit is prohibited, see correction #12 c) Please revise the plans to show an exit sign in room 104 adjacent to the door between the rooms 101 and 104 Please note that the exit sign shown on sheet AO 3 is on the side of room 101 City of Carlsbad O90-347 March 12, 2009 22 A tactile sign stating "EXIT" and complying with ICC A117 1 shall be provided adjacent to each door to an egress stairway, an exit passageway and the exit discharge Section 1011 3 23 Show two sources of power for the lamps at exit signs Section 1011 53 24 Show that the means of egress path will be lighted with at least one foot candle at floor level Section 1006 25 Show separate sources of power may be required for exit illumination Review Section 1006 3 • MISCELLANEOUS LIFE/SAFETY 26 Please clarify the use of the second floor on the North Side of line D 5 Additional corrections may follow 27 Guards (Section 1013) a) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Section 1607 7 Clearly show on plans that the glass panels shall be supported on all four edges Section 2403 2 Also clearly show the size and spacing of the supporting posts, and include the size of the bolts at the guard posts connection details Provide structural calculations to show the adequacy of the guard connections • ACCESSIBILITY 28 Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List • ADDITIONAL 29 The City shall place their "soils notice" stamp on the plans This note is not intended to be a correction and does not require any action from the applicant/designer for plan checking purposes 30 Please revise the plans to show the correct detail on the Generator Enclosure Foundation Plan, as 10/-, instead of 41- for the new CMU wall, on detail 12/S2 0 31 See attached lists for electrical, energy, plumbing and mechanical corrections City of Carlsbad 090-347 March 12, 2OO9 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- U Yes U 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 Sergio Azuela at Esgil Corporation Thank you PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER. Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 32 Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued Business and Professions Code The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued 33 Correct the statement on the Title Sheet of the plans to show compliance with the current Codes The following are the correct current Codes a) The 2007 edition of the California Fire Code (CFC) adopts the 2006 International Fire Code (IFC) and the 2007 California Amendments b) The 2007 edition of the California Energy Efficiency Standards 34 Provide data on the proposed hazardous materials to be stored and used IBC 414 Present the description of the hazardous materials in a format that coincides with the material classifications found in IBC Tables 307 1(1) and 3071(2) a) Clearly show the types of hazardous materials being stored or used Provide a list of the proposed hazardous materials, include the material safety data sheets (MSDS), if applicable b) Clearly show the amounts for each type of hazardous material to be stored and in use c) Clearly show the locations in the building where each type of hazardous material is being stored or used d) Note If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with UMC Chapter 5 City of Carlsbad O90-347 March 12, 2009 35 The plans do not address the A3 occupancy spaces, like the GYM, Conference rooms and Break Room over 750 square feet in floor area 36 Please review the two generator rooms, #135 and #138 A room containing a combustion engine shall be separated from the remainder of the building by a 1 hour fire barrier and requires protected openings in the exterior per IBC, 432 2 2 37 An elevator machinery room is required to be separated from the remainder of the building by fire barriers (706) and horizontal assemblies (711) Please detail how these ratings will be maintained for the mechanical openings shown IBC 30064 38 Penetrations and use of enclosed spaces in or under exit enclosures are severely limited IBC 1020 39 For mechanical plan check, include the architectural design detailing the following IBC 716 5 a) Fire Walls b) Fire Barriers c) Shaft Enclosures d) Fire Partitions e) Corridors f) Smoke Barriers v g) Horizontal Assemblies h) Exit Passageways i) Vertical Exit Enclosures (Stair & Ramp Enclosures) If this tenant improvement contains any of the above assemblies, be sure to provide construction details For example Rated corridor construction style - Tunnel VS Full height corridor walls 40 Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers Be sure to include a symbol on the symbol schedule for each damper type IBC 716 41 Please correct the drawings to show the required 42 inch tall "Guards" (guard rails) as per IBC, Section 1013 5 "Where appliances, equipment, fans, roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface PLUMBING (2006 UNIFORM PLUMBING CODE) 42 Provide calculations to show compliance with UPC Table 4-1 "Minimum Plumbing Fixtures" Please include the occupancy classification and the number of occupants City of Carlsbad 090-347 March 12, 20O9 43 Please show the upstream sewer manhole rim and finished floor elevations Provide backwater valves for all fixtures installed on floor levels below the next upstream manhole rim elevation (Only fixtures installed on floor levels below the next upstream manhole rim elevation may flow through a backwater valve ) UPC 7101 44 Correct the water line sizing calculations show on sheet PO 1 to match the sizing from CPC, Appendix A a) Please show the public water meter size and location on the plumbing site plan b) Check the pressure loss at the value used as per UPC, Chart A-1 c) Check the total developed pipe length (from the public water meter to the most distant water fixture) used in the water line sizing calculations d) The GPM values and the velocity values used in the Pipe Sizing Schedules on sheet PO 1 do not match values from CPC, Chart A-4 for copper tubing sizes 11/, 11/2 and 2 inches Please correct e) A complete review will be done when the pipe sizing is corrected and completed 45 Provide gas line plans and calculations, showing gas pressures, piping types, pipe lengths, gas demands and pipe sizing method used UPC Section 1217 0 46 Include the gas piping sediment trap installed as close as possible to the appliance inlet with the plumbing design Exceptions Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles UPC 1212 7 47 Hot water supplied to a public use lavatory or any bathtub is limited to a maximum temperature potential of 120 degrees Detail how this temperature limitation is achieved Note The water heater thermostat may not be used for compliance with this Code section UPC 413 1 & UPC 414 48 New or relocated water closets and associated flushometer valves, if any, shall use no more than 1 6 gallons per flush, UPC, Sections 402 1 & 402 2, and shall meet performance standards, established by the American National Standards Institute Standard A112 19 2, H & S Code, Section 17921 3(b) 49 New or relocated urinals and associated flushometer valves, if any, shall use no more than one gallon per flush, UPC, Section 402 1 & 402 3, and shall meet performance standards established by the American National Standards Institute Standard A112 19 2 H & S Code, Section 17921 3(b) MECHANICAL (2006 UNIFORM MECHANICAL CODE) 50 Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of UMC 904 1033 Please provide City approval for use of an outside ladder is required City of Carlsbad 09O-347 March 12, 2O09 51 Provide exhaust ventilation as per UMC, Section 403 7 and Table 4 4 52 Provide the independent ventilation or the air conditioning system required for the elevator equipment room to prevent the overheating of the electrical equipment IBC 3006 2 53 Detail the primary and secondary mechanical condensate waste design Pipe sizing, routing, and termination areas UMC 310 0 & UPC 807 2 54 Please provide cut-sheets, listing data and installations instructions for the proposed generators in the two generator rooms, #135 and #138 The mechanical drawing will be reviewed when the data is provided 55 Please provide cut-sheets, listing data and installations instructions for the proposed Lab Ovens The mechanical drawing will be reviewed when the data is provided 56 Detail exhaust ventilation system compliance with UMC Chapters 5 & 6 a) Detail the required make-up air as per UMC 505 3 b) Detail the exhaust outlet clearances as per UMC 504 5 (Environmental) & 506 9 (Product conveying) c) Clearly show the duct materials are suitable for the intended use UMC, Section 506 1 d) Clearly show the exhaust duct material and gage used for each duct size UMC Tables 5-5 and/or 5-6 e) Separate and distinct systems shall be provided for incompatible materials UMC 505 1 f) Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces UMC 505 1 g) Detail minimum duct conveying velocities as per UMC 505 2 & Table 5-1 h) Detail duct cleanouts as per UMC Section 506 3 i) Detail required explosion venting of dust collection systems as per UMC 506 4 & 610 4 j) Detail duct support as per UMC 506 5 & 6040 5 k) Detail fire protection as per UMC 506 6 & 610 6 I) Detail clearances from combustibles as per UMC 506 7 & 610 7 m) Detail protection from physical damage as per UMC 506 8 & 604 4 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 City of Carlsbad 090-347 March 12, 2009 ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) 57 Provide exterior egress lighting per CBC 1006 3 (5) 58 Describe the door hardware for the mam service room to an exit (Detail on sheet E6 1) Hardware to comply with NEC 110-26(C) 2 Be sure to describe the door hardware as new or existing ENERGY CONSERVATION 59 Provide plans, calculations and worksheets to show compliance with current energy standards The 50 page energy packet has not been provided Please provide Energy plan check will commence after this booklet has been received Note- If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen 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 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2007 edition of California Building Code, Title 24 Per Section 1091, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities NOTE All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24 • REMODELS. ADDITIONS AND REPAIRS 1 When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B 2 These requirements apply as follows a) The area of specific alteration, repair or addition must comply as "new" construction b) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features Please clearly show on plans full compliance for rooms 137 and 138 City of Carlsbad 090-347 March 12, 2009 DOORS 2 Show, or note, that there is a level floor or landing on each side of all doors The floor or landing is to be <1/2" lower than the doorway threshold, Section 1133 2 4 1 3 Show or note that all hand-activated door opening hardware meets the following requirements, per Section 1133B 252 a) Latching, or locking, doors in a path of travel are operated with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware b) Is to be centered >30" but <44" above floor 4 Show or note that the maximum effort to operate doors shall not exceed 8-1/z pounds for exterior doors and 5 pounds for interior doors, with such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors When fire doors are utilized, the maximum effort to operate the door may be increased to not exceed 15 pounds Section 1133E5 2 5 5 Show or note that the lower 10" of all doors comply with Sec 1133B 2 6 as follows a) To be smooth and uninterrupted, to allow the door to be opened by a wheelchair footrest, without creating a trap or hazardous condition b) Narrow frame doors may use a 10" high smooth panel on the push side of the door STAIRWAYS AND HANDRAILS The following provisions apply to stairways with one or more risers, per Section 1002 1 6 Show that handrails are provided on each side of the stairs, per Section 1133B 4 1 1 Exception Private stairways 30" or less in height may have handrails on one side only Show it on plans for the stairway adjacent to rooms 116 and 212 Also show it on the North Side of steps 1 to 10 in the stairway shown on Detail A/A4 9 7 Provide sections, details or notes to show that handrails are to be located >34" but ^38" above nosing of treads, per Section 1133B 421 Show it on plans for the stairway adjacent to rooms 116 and 212 8 Show that handrails extend a >12" beyond top nosing, and >12"-plus-tread-width beyond the bottom nosing, per Section 1133B 422 Show it on plans for the stairway adjacent to rooms 116 and 212 Also show the applicable dimensions for all extensions on both sides handrails at the top and bottom of the stairs in the North Side City of Carlsbad 090-347 March 12, 2009 12'WIN 2' MIN WIDTH MIN 12" I'MM I iH J4 fit ,-s.^' . *.'_-J •«.«!. "II i 'II-'IJ. J -N-V A->ANA-'J 9 Stair treads shall be no less than 11" deep, measured from nser to riser Section 1133B 453 This applies even if basic UBC provisions may allow a narrower tread 10 Show or note that mtenor stair treads are marked at the upper approach and the lower tread of each staTr, by a stnp of clearly contrasting color, per Section 1133B 4.4, as follows a) At least 2" wide (but not more than 4" wide) b) Placed parallel to and not more than 1" from the nose of the step or landing c) The strip shall be as slip resistant as the other treads of the stair 11 Note that all tread surfaces comply with Section 1133B 4 5, as follows a) Stair treads shall be no less than 11" deep, measured from riser to nser b) Be slip resistant c) Have smooth, rounded or chamfered exposed edges d) Have no abrupt edges at the nosing e) Nosing shall not project >11/2H past the face of the riser above City of Carlsbad 090-347 March 12, 20O9 SANITARY FACILITIES MULTIPLE ACCOMMODATION SANITARY FACILITIES 59" WIN AT FLOOR-MOUNTED WC WHEN DOOR SWINGS IN 56" WIN AT WALL-MOUNTED W C WHEN DOOR SWINGS IN 54" MIN FLUSH ACTIVATOR ON WIDE SIDE ,30"X48" 'CLEAR SPACE 60" X 60" LEVEL AND CLEAR City of Carlsbad O90-347 March 12, 2OO9 12 The door into the accessible water closet compartment shall be provided with a clearance of at least 18" at the strike side of the door, per Section 1115B 3 1 4 5 Additionally, such doors shall have a clear space of not less than 48" as measured at right angles to the door in its closed position ELEVATORS AND WHEELCHAIR LIFTS 13 Show on the plans to show that the inside of the elevator car complies with the following, per Section 1116B 1 8 The clear distances between walls, or between the walls and the door, excluding return panels, is a) >80" by 54" (at center opening doors) Please show the minimum required 54" at detail A/A4 5 END OF DOCUMENT City of Carlsbad O9O-347 March 12, 20O9 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PLAN CHECK NO 09O-347 PREPARED BY Sergio Azuela DATE March 12, 2OO9 BUILDING ADDRESS 2210 Faraday Ave. Ablation Frontiers/Off /Manuf / Storage/Tl BUILDING OCCUPANCY B, F-l & S-l TYPE OF CONSTRUCTION III-B BUILDING PORTION Off /Manuf Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq Ft ) 46353 cb Blda Permit Fee bv Ordinance ^ Valuation Multiplier By Ordinance Reg Mod VALUE ($) 1,622,355 1,622,355 $4,542 72 Plan Check Fee by Ordinance Type of Review Repetitive Fee i I Repeats Gd Complete Review D Other i—i Hourly EsGil Fee Structural Only Hr @ $2,952 77 $2,54392 Comments Sheet 1 of 1 macvalue doc + s PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ADDRESS DATE RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR « $17,000.00) OTHER PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER ENGINEER DATE DATE cociMisforms/Pianning Engineering Approvals ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant Q Calculation based on buffoling plancheck plan submittal Address e-2^-f O •f-~0\4-.h~^*-^-J—} Bldg Permit No Prepared by. ^-/^T^ EDU CALCULA TI&NS Types of Use Or^i ( Types of Use £4/£>i>£ Types of Use Types of Use ADT CALCULATIONS Types of Use @l4^(UL Types of Use (/J fr~\A"<* Types of Use Types of Use FEES REQUIRED Date 3//W0'? Checked by List types and square footages for all uses j£- Sq Ft /Units *?2 3£~?> ^*K Sq Ft /Units ^ 0 6 & Sq Ft /Units Sq Ft /Units List types and square footages for all uses - Sq Ft /Units ^7 jK"~3/ .nc.fr — Sq Ft /Units *?£> 0(2 Sq Ft /Units Sq Ft /Units £/-i /to «ri £rt$^ - 3f 7 Date EDU's /^ °^ EDU's EDU's EDU's ADT's (D ^^ ADT's ADT's ADT's WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) Q 1 PARK-IN-LIEU FEE FEE/UNIT NW QUADRANT NE QUADRANT X NO UNITS SE QUADRANT = $ SW QUADRANT Q 2 TRAFFIC IMPACT FEE . •'•N(ADT'S/UNITS X FEE/ADT = $ Q 3 BRIDGE AND THOROUGHFARE FEE (DIST #1 ADT's/UNITS X FEE/ADT DIST #2 DIST #3 Q 4 FACILITIES MANAGEMENT FEE UNIT/SQ FT Q 5 SEWER FEE EDU's l^ Q ^ BENEFIT AREA f"" EDU's I^T ZONE. X FEE/SQ FT /UNIT X FEE/EDU /o94 Q Q 6 DRAINAGE FEES ACRES PLDA X CfEjE/EDU HIGH X = $ /LOW FEE/AC = $ 7 POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION F \FARMER\KATHY1MASTERS\FEE CALCULATION WORKSHEET doc2008 doc Rev 7/1^/00 Page 1 of 1 A- Kathleen Farmer - Ablation Frontiers RE: 2210 Faraday From: "Jesus Gomez" <jesus@dpdesignmc com> To: '"Kathleen Farmer'" <kfarm@ci carlsbad ca us> Date: 03/18/2009 10 51 AM Subject: Ablation Frontiers RE 2210 Faraday CC: <donald@dpdesignmc com>, '"Aaron Kroll'" <aaron@dpdesignmc com> Kathy, I am working with Donald Pitman on this project I will imagine your information on file is correct I have a previous pei mitted copied plans and all I see is "Warehouse to be converted to R&D" As of right now the building is shell and we are planning the following 1 Warehouse Group S= 4,000 SF 2 Office Group B = (Remainder) 42,353 SF Let me know if this helps or if you need more detailed information Thank you Jesus Gomez [jpl'^tlJ?; pitman design , inc. 3900 Fifth Avenue Suite 290 San Diego, CA 92103 T (619)299-0011 M (619)743-0105 F (619)299-5544 )esus@dpdesignmc com dj3designinc_ccmi From: Kathleen Farmer [mailto kfarm@ci carlsbad ca us] Sent: Tuesday, March 17, 2009 1 11 PM To: donald@dpdesigninc com Subject: 2210 Faraday I am working on the TI for 2210 Faraday and had a question on the proposed tenant improvement Please provide the existing square footage for each use and the new proposed square footage for each use From previous building permits, I find only 5,589 SF paid for office space and the remainder in warehouse. Thank you for your assistance. Kathleen Eng. Counter 1635 Faraday Ave 760-602-2741 file IIC \Documents and Settmgs\kfarm\Local Settmgs\Temp\XPgrpwise\49COD232GW- 03/19/2009 s s Q Q Q <D O <D666 D D D D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB 09-0347 Address 2210 Faraday Av Planner Chris Sexton Phone (760) 602- 4624 APN 212-120-55 Type of Project & Use JJ Net Project Density DU/AC Zoning C-M General Plan P-l Facilities Management Zone 5 CFD (in/out) #_Date of participation Remaining net dev acres Circle One (For non-residential development Type of land used created by this permit Legend Item Complete Environmental Review Required DATE OF COMPLETION Item Incomplete - Needs your action YES D NO E3 TYPE Compliance with conditions of approval'7 If not, state conditions which require action Conditions of Approval _ Discretionary Action Required APPROVAL/PESO NO _ DATE PROJECT NO _ OTHER RELATED CASES _ YES D NO Kl TYPE 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 Q NO El CA Coastal Commission Authority? YES D NO Q If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt) Habitat Management Plan Data Entry Completed? YES D NO Q If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE') Inclusionary Housing Fee required YES D NO Q (Effective date of Inclusionary Housing Ordinance - May 21, 1993) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') H \ADMIN\Template\Building Plancheck Review Checklist doc Rev 4/08 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 (including all side and rear yard slopes) Provide legal description of property and assessor's parcel number Policy 44 - Neighborhood Architectural Design Guidelines D 1 Applicability YES D NO Q D 2 Project complies YES D NOQ. Zoning D 1 Setbacks Front Interior Side Street Side Rear Top of slope Required Required. Required Required. Required D 2 Accessory structure setbacks Front Required Interior Side Required Street Side Required Rear Required Structure separation Required 3 Lot Coverage Required . Shown Shown. Shown. Shown. Shown Shown Shown Shown Shown Shown Shown 4 Height Shown Parking U3A/l&*^a^s'Required _/3f? Shown^S Q (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments 1) Please show the parking breakdown of use according to square footage Please see handout 2) Will there be any new roof mounted equipment7 If so, please show how it will be screened Please see handout Please show exterior generator pad on site plan DATEOK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H \ADMIN\Template\Buildmg Plancheck Review Checklist doc Rev 4/08 Carlsbad Fire Department Plan Review Requirements Category TI, COMM Date of Report 04-29-2009 Reviewed by Name Address TSIA CONTRACTING INC 4350 EXECUTIVE DR SUITE 301 SAN DIEGO CA 92121 0 BLDG.DEPTCOPY Permit # CB090347 Job Name ABLATION FRONTIERS-42,353 SF Job Address 2210 FARADAY AV CHAD St 100 adequately conduct a review to determin£s&&FHp1^ and/or standards Please review carefully all comments attacjjgd^'fte^se resubmit the necessary plans and/or^pe^T&ea^qy^g^^with changes "clouded", to this office for rgjiie^md approval Conditions: Cond CON0003357 [NOT MET] 1 Provide information on generator that will placed on new pad Include manufacturer's specification sheets, emergency shut off switch, fuel type, fuel amount, etc Special Use/Fire permit for generator required Application is attached Complete form with signature and include on 8 5 X 1 1 or 1 5" sheet, site plan of generator in relation to building and propert line 2 Provide clarification of rooms and use Add these occupancies to Sheet AO 0 for labs and storage For example, room 122 is not an office 3 Card Readers shall not inhibit egress All card readers shall disengage in the case of fire alarm activation, power outage or water flow This will be demonstrated at acceptance testing 4 Sheet Al 2 - Rm 122 & 149 - Delayed Egress shall meet requirements of CFC 907 2 15 and 10081 86 5 When 2 or more exits required or when more than one door could be construed as an exit ( in the case when only one exit is required) , an illuminated exit sign with battery back up shall be place above the required exit 6 Visibility - Exit signs shall be readily visible from any direction of egress travel Access to exits shall be marked by readily visible exit signs in cases where the exit or path of egress travel is not immediately visible to the occupants Exit signs placement shall be such that no point in a corridor is more than 100 feet or the listed viewing distance of the sign, whichever is less, from the nearest visible exit sign CFC 10111 7 Egress shall not pass through areas of greater hazard/storage 8 Sheet AO 3 - Egress from rooms in South West area of building shall be directed to exit through exit which is adjacent to Room 139 not Room 134 9 Indicate any hazardous materials and the quantities Provide CAS#, classification, etc to address need for control areas Include statement in Notes that quantities shall not exceed those listed in CBC Tables 307 1(1) and 307 2(2) if applicable 10 Provide a demo plans 11 Egress corridors integrity shall be maintained Include rated doors and assemblies with door closures and proper smoke seals 12 Review Legend for New Full Height Wall and 1- HR Envelope Check that walls are consistent with construction of rooms and areas Sections are in conflict and are mixed 13 The means of egress, including the exit discharge, shall be illuminated at all times the space served by the means of egress is occupied The means of egress illumination level shall not be less than 1 -foot candle at the walking surface CFC 1006 Illuminated exit signs shall be placed in accordance with CFC 1011 Indicate on reflective ceiling AND electrical sheets Entry 03/24/2009 By cwong Action CO Cond CON0003440 [MET] THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF TSSUEANCE 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 SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW Entry 04/29/2009 By cwong Action AP Entry 04/29/2009 By cwongC3£QHfiH~ftf Carlsbad Fire Department Plan Review Requirements Category TI, COMM Date of Report 03-25-2009 Reviewed by: Name. DONALD PITMAN DESIGN INC 0 Address STE 290 BLDG. DEPT COPY 3900 FIFTH AVE SAN DIEGO CA • • „• 92103 XxLx>u. L>bl*T COPY Permit #: CB090347 Job Name: ABLATION FRONTIERS-42,353 SF Job Address- 2210 FARADAY AVCBAD St 100 INCOMPLETE The item you have submitted for review is incomplete. At this tune, 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 CON0003357 [NOT MET] 1 Provide information on generator that will placed on new pad. Include manufacturer's specification sheets, emergency shut off switch, fuel type, fuel amount, etc. Special Use/Fire permit for generator required. Application is attached Complete form with signature and include on 8 5 X 11 or 15" sheet, site plan of generator in relation to building and propert line 2 Provide clarification of rooms and use Add these occupancies to Sheet AO 0 for labs and storage For example, room 122 is not an office 3. Card Readers shall not inhibit egress All card readers shall disengage in the case of fire alarm activation, power outage or water flow This will be demonstrated at acceptance testing. 4 Sheet A 1.2 - Rm 122 & 149 - Delayed Egress shall meet requirements of CFC 907 2 15 and 1008186 5. When 2 or more exits required or when more than one door could be construed as an exit (hi the case when only one exit is required), an illuminated exit sign with battery back up shall be place above the required exit 6 Visibility - Exit signs shall be readily visible from any direction of egress travel Access to exits shall be marked by readily visible exit signs in cases where the exit or path of egress travel is not immediately visible to the occupants. Exit signs placement shall be such that no point in a corridor is more than 100 feet or the listed viewing distance of the sign, whichever is less, from the nearest visible exit sign CFC 10111 , shall not pass through areas of greater hazard/storage 8 Sheet AO 3 - Egress from rooms in South West area of building shall be directed to exit through exit which is adjacent to Room 139 not Room 134 9 Indicate any hazardous materials and the quantities Provide CAS#, classification, etc to address need for control areas Include statement m Notes that quantities shall not exceed those listed in CBC Tables 307 1(1) and 307 2(2) if applicable 10 Provide a demo plans 11 Egress corridors integrity shall be maintained Include rated doors and assemblies with door closures and proper smoke seals 12 Review Legend for New Full Height Wall and 1- HR Envelope Check that walls are consistent with construction of rooms and areas Sections are in conflict and are mixed 13 The means of egress, including the exit discharge, shall be illuminated at all times the space served by the means of egress is occupied The means of egress illumination level shall not be less than 1-foot candle at the walking surface CFC 1006 Illuminated exit signs shall be placed in accordance with CFC 1011 Indicate on reflective ceiling AND electrical sheets Entry 03/24/2009 By cwong Action CO SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFRCE USE ONLY HW 20- BP DATE_ Business Name Medtronic Ablation Frontiers, LLC Prpj0ct AddfBSS 2210 Faraday Avenue Mailing Address 6354 Corte Del Abeto, Project Contact Jose Delgado Business Contact Jose Delgado City Carlsbad City Carlsbad State CA State CA Telephone # f76(n 438-4868 xrip Code 92008-ZlpCode 920U- A™* •, ,.eiz-r£o-3<f "•""•c&ouw? TelephoneS f760U38-4868 x The foBowing questions represent the facility's activities, NOT the specific project description. PARTI FIREDEP,- HAZARDOUS MATERIALS I wlH use. process, or store any of the following hazardous jurisdiction pnor to plan submlttai. 1 Explosive or Blasting Agents ~u>mprsssed liases. OCCUPANCY CLASSIFICATION. Indicate by aiding the Item, whether your business " id, applicant must contact the Fire Protection Agency with 5 Organic Peroxides 6 Oxldlzers 7 Pyrophoncs 8 Unstable Raacfives If any of the Items are 9 Water Reactaves 10 Crvooenlcs <^* Other Meallh HazaFB> <tX^HIghly Toxic or Toxic Materjag> 15" Noi m uf r( I iubU— dousls yes. applicant must contact (619) 338-2222 prior to the issuance of a building permit FEES ARE REQUIRED YES NO Is your business fisted on the reverse side of this form? (check all that apply). ZARDOUS MATERIALS DIVISIONS MUD}- If the answer to any of the irision. 1255 Imperial Avenue, 3™ floor, San Diego, CA 92101 Expected Date of Oocupancy7/29/2009=. D D D Dn Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins' in any quantify® n t Will your business use an existing or Install an underground storage tank? I * Will your business store or handle Regulated Substances (CalARP)? | p^rpnn Will your business use or Install a Hazardous Waste Tank System (Tttte 22, Aitde-10)f.!<t! €?/! « onnnt) t(J09 D CalARP Exempt 1 Lf Date Initials f I D CalARP Required Date Initials D CalARP Complete Date Initials PART III SAN DIEGQJ I CONTROL DISTRICT If the answer to any of the questions below is yesrapplicant must contact the Air Pollution Control District (APCD)TTOT24 Old Grove Road. San Diego, CA 92131-1649, telephone (858) 586-2600 pnor to the Issuance of a building or demolition permit Note If (he answer to questions 3 or 4 is yes, applicant must also submit an asbestos notification form to the APCD at teast 10 working -days pnor to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less Contact the APCD tor more information YES D NO Will the subject fatality or construction activities Include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at htto //vyww.sdaDcd.oro/infoffiacts/Dermits jdf, and the list of typical equipment requiring an APCD permit on the reverse side of this from Contact APCD If you have any questions) D D (ANSWER ONLY IF QUESTION 11S YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Public and private schools may be found after search of the California School Directory at hBp7/www cde.ca.oov/re/sd/. or contact theappropriate school district). D E3 Will (here be renovation lhat involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? D H Will Biere be demolition Involving the removal of a load supporting structural member? Briefly desoibe business activities Development/Manufacturing Medical Device Products Briefly describe proposed protect Relocation -jftlio/1 dl€S«l to new (Mill t-t Facility emits. laity of perjury thatto the best of my knowledge and 'made herein are true and correct. Name of owner or AuthortzeOAgent Agent Date FOR OFFICIAL USE ONLY FIRE DEPARTMENT OCCUPANCY CLASSIFICATION. BY DATE EXEMPT OR NO FURTHER INFORMATION REOURED RELEASED PERMIT BUT HOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD APCD APCD COUNTY-HMD HM-9171 (04/07)County of San Diego - DBH - Hazardous Materials Division MCNEFF ENGINEERING A CONSULTING A PROFESSIONAL CORPORATION 1891 VLLAGE PARK WAY SUITE 116 B4CNTA8, CALFORMA 02024 (760) 479-0838 FAX (760) 4794837 PROJECT 0313 ABLATION FRONTIERS - CA SHEET No _____ I _ OF _____ J DRAWN BY __ J_E _ DATE CHECKED BY _ SCALE PROJECT NO 4/20/03 0910-5K1 (W CONCRETE INFILL SLAB (f'c*4000 PSl; •9 TOP REINF. TO REPLACE (E) GRADE BEAM CUT BARS CLAP SPLICE AS •5 POWEL « 12' 0£. (ALTJ IN SIMPSON 'XP1 EPOXY C. MAX, TO MATCH EXIST. V •4 DOWEL « 12' O.C. IN SIMPSON 'XP' EPOXYdec E&R-2508; 5' MlN. EMB. TYP. EA. SIDE OF GB DEMO (E; CONC. TO CREATE LEVEL SURFACE « TOP OF CE; GRADE BM. (PROTECT EXIST. REBAR; fe'CORE THRU. ; GRADE BEAM " ,.5 t^ o o O 'A Q O •4 STiRRUP « I21 O C. IN SIMPSON 'XP' EPOXYdec ESR-250s; 4' PLUMBING DRAIN PER MEP REQUIREMENTS > Q ^r 2'-0i (5RADE BEAN REPAIR DETAILS - SECTION MCNEFF ENGINEERING j OQN8ULTING A PROFESSIONAL CORPORATION 1891 VLLAQE PARK WAY SUITE US ENCNTA8, CAUFORMA 82024 (760) 479-0838 FAX (760) 470-0837 PROJECT SHEET No ABLATION FRONTIERS - C.A. OF DRAWN BY_ CHECKED BY PROJECT NO JE DATE 4/20/03 SCALE 09I0-SK2 ) WOOD STUD WALL (SAVE; INSERT BARS IN SIMPSON 'XP1 EPOXY ICC ESR-2508 (W *8 GRADE BEAM TOP BAR REtNF, TOMATCH WHERE EXIST.BARS HAVE BEEN CUT CUT TOP BARS (FIELD VERIFY;" i."DEMO CE; cane. TO J CREATE LEVEL SURFACE « T<j>P OF CE; GRADE BM. (PROTECT EXIST. REBAR; 1 I- * I CN; CONCRETE INFILL SLAB (f'c'4000 PSl; ^N; ^ ALT. SLABDOWELS « 6' O.C. CE; GRADE BEAMTOP BARS n-«a; CN; »4 SLAB A~ DOWELS* / \ 12'O.C / \ i!I y ^ ^ <r ii i! I 4 nJu u—4 i \ i tjl 0=3 C=l =| » "? .. , I S •4 STIRRUP^ I21 O.C. IN SIMPSON 'XP1 EPOXY ClCC ESR-2508; . ' CORE'HOLE (• FORMEPDRAlNc '3 ( 4 " i CEAGRADE BEAM ?. | „ /~* RElNF- GRAPE SEAM REPAIR DETAILS - ELEVATION STRUCTURAL CALCULATIONS ALBATION FRONTIERS TENANT IMPROVEMENTS CARLSBAD, CA Prepared For: ABLATION FRONTIERS MEC Project No.: 0910 Date Issued: 2/27/09 Revision Dates: 3/24/09 Prepared By: McNEFF ENGINEERING & CONSULTING A H R O 1• L" S S I O N A L CORP O K A T I O N 1991 VILLAGE PARK WAY SUITE 115 ENCINITAS, CA 92024 T (760) 479-9838 F (760) 479-9837 mcneffengmeermg@sbcglobal net Exp.. McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encmitas, CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 JOB.0^10 T.\ SHEET NO.OF_ CHECKED BY_ SCALE. fL/\\/0°( DATE.3> 1 'Z-'"' 1 ^ ' Tel: McNEFF ENGINEERING & CONSULTING _ A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encmitas, CA 92024 (760) 479-9838 • Fax: (760) 479-9837 JOB. SHEETNO .2. CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. ! I j j T T -i 1 L. j ! .. p- ^F^t^^t^nrrr1 i i , II I L L L_ / ^ — OF — 'i:—-i-. J---^: ' f—V— - —-tr V-- fl+i£, - ixlscr' "$^|52tT^~' ~rt>Aj ^ \, Q i: i MCNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encmrtas, CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 JOB.Ogl\0 SHEET NO. CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 JOB.&\\T) SHEET NO. CALCULATED BY_ CHECKED BY SCALE OF DATE DATE McNeff Engineering & Consulting 19*91 Village Park Way Suite 115 Encmitas CA 92024 Title Ablation Frontiers - T I's Job # 0910 Dsgnr MM Date 1227PM, 25FEB09 Description Rooftop HVAC Upgrades Scope Rev 580004User KW-0606712, Ver 580,1-Dec-2003(c)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 CALCS EC W Calculations Description Typical GLB 1 General Information Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Section Name 6 75x31 5 Beam Width Beam Depth Member Type Load Our Factor Beam End Fixity Full Length Uniform Center Left Cantilever Right Cantilever 6750m 31 500 in GluLam 1250 Pin-Pin Loads DL DL DL Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E 440 00 #/ft LL 440 00 #/ft LL 440 00 #/ft LL 4400ft Lu 6 00ft Lu 6 00ft Lu 2,400 Opsi 265 0 psi 650 0 psi 1,8000ksi 52800 #m 52800 #/ft 52800 #/ft Base allowables are user defined 000ft 000ft 000ft I I § Summary | Ej8Ei:MffiEilJp8yjffiHHBB%B3^^p^^^^K8388j|H Span= 44 00ft, Left Cant= 6 00ft, Right Cant= 6 00ft, Beam Width = 6 750m x Depth = 31 5m Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max Mallow fb 2,433 04 psi Fb 2,461 07 psi Deflections 0989 1 226 3 k-ft 228 9 k-ft 226 33 k-ft at -7 92 k-ft at -1742 k-ft -1742 k-ft 22894 fv 134 98 psi Fv 331 25 psi Maximum Shear * 22112ft 44000ft Reactions LeftDL Right DL Allowable Shear- Camber 1232 k 1232k Beam Design OK Ends are Pin-Pin 1 5 ©Left @ Right ©Left @ Center @ Right Max Max 287 k 704 k 21 51k 2151k 0645m 1 602 in 0656 m 2732k 2732k 1 Center Span Deflection Location Length/Defl Camber ( using 1 5 * D L @ Center ©Left @ Right Dead Load Total Load Left Cantilever -1 068 in 21 888 ft 4945 Defl) 1 602 in 0645 in 0 656 in -2 475 in Deflection 21 888 ft Length/Defl 21336 Right Cantilever Deflection Length/Defl Dead Load Total Load 0430m 1016m 335 1 141 8 0 437 in 1 033 in 3293 1394 Stress Calcs JS Bending Analysis Ck 19865 Le Cv 0 820 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv Allowable Bearing @ Supports Max Left Reaction Max Right Reaction 0000ft 0000 Max Moment 226 33 k-ft 17 42 k-ft 17 42 k-ft @ Left Support 2870k 86 643 m2 331 25 psi 2732k 2732k Sxx 1,116281m3 Area Cl !! I!!! I! 1Htit 212625 m2 Sxx Req'd Allowable fb 1,10357m3 84 96 m3 84 96 m3 @ Right Support 2870k 86 643 m2 331 25 psi Bearing Length Req'd Bearing Length Req'd 2,461 07 2,461 07 2,461 07 6227 6227 psi psi psi in in McNeff Engineering & Consulting 19*91 Village Park Way Suite 115 Encmitas CA 92024 Title Ablation Frontiers - T I's Job # 0910 Dsgnr MM Date 1227PM, 25 FEE 09 Description Rooftop HVAC Upgrades Scope Rev 580004 User KW-0606712 Ver 580,1-Dec-2003 (c)19B3-2003 ENERCALC Engineenng Software General Timber Beam Page 1 CALCS EC W Calculations Description Typical GLB 2 General Information Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Section Name 6 75x25 5 Beam Width 6 750 in Beam Depth 25 500 m Member Type GluLam Load Dur Factor 1 250 Beam End Fixity Pm-Pm Full Length Uniform Center Left Cantilever Right Cantilever Loads DL DL DL m Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow Fv Allow Fc Allow E 440 00 #/ft LL 440 00 #/ft LL #/ft LL 3200ft Lu ft Lu ft Lu 2,4000 psi 2650 psi 650 0 psi 1,8000ksi 52800 #/ft 52800 #/ft #/ft Base allowables are user defined j| 000ft 000ft 000ft _J •IMflffiiBflH'P'iiffiPWffllr^^ Span= 32 00ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 2,032 51 psi Fb 2,594 96 psi Deflections Beam Design OK = 6 750m x Depth = 25 5m, Ends are Pin-Pin 0783 1 123 9 k-ft 1582 k-ft 123 90 k-ft at 0 00 k-ft at 000 k-ft 000 k-ft 15819 fv 117 70 psi Fv 331 25 psi Maximum Shear * 1 16 000 ft 0000ft Reactions LeftDL Right DL Allowable Shear Camber 704 k 704k 5 §Left Right ©Left © Center @ Right Max Max 203 k 570 k 1549k 1549k 0000 in 0927m0000m 1549k 1549k 1 Center Span Deflection Location Length/Defl Camber ( using 1 5 * D L @ Center ©Left @ Right Dead Load Total Load Left Cantilever -0618m 16000ft 6210 Defi) 0 927 in 0 000 m 0 000 in -1 360 in Deflection 16 000 ft Length/Defl 282 29 Rignt cantilever Deflection Length/Defl Dead Load Total Load 0 000 m 0 000 in 00 00 0 000 in 0 000 m 00 00 Stress Calcs \ Bending Analysis Ck 19865 Le Cv 0 865 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv Allowable Bearing @ Supports Max Left Reaction Max Right Reaction 0000ft 0000 Max Moment 123 90 k-ft 0 00 k-ft 0 00 k-ft © Left Support 2026k 61 157 m2 331 25 psi 1549 k 1549 k Sxx 731 531 m3 Area Cl #######172 125 m2 Sxx Reo'd Allowable fb 572 97 m3 0 00 m3 0 00 m3 @ Right Support 2026k 61 157 m2 331 25 psi Bearing Length Req'd Bearing Length Req'd 2,594 96 psi 2,594 96 psi 2,594 96 psi 3 530 in 3 530 m McNeff Engineering & Consulting 1991 Village Park Way Suite 115 Encmitas CA 92024 Title Ablation Frontiers - T I's Job # 0910 Dsgnr MM Date 1227PM, 25 FEB 09 Description Rooftop HVAC Upgrades Scope Rev 580004User KW-0606712, Ver 5 8 0 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 CALCS ECW Calculations Description Typical GLB 3 General Information Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Section Name 6 75x31 S Beam Width Beam Depth Member Type Load Dur Factor Beam End Fixity Full Length Uniform Center Left Cantilever Right Cantilever 6 750 in 31 500 in GluLam 1250 Pin-Pin Loads DL DL DL Center Span Left Cantilever Right Cantilever Douglas Fir, 24F-V4 Fb Base Allow Fv Allow Fc Allow E 440 00 #/ft LL 440 00 #/ft LL #/ft LL 3750ft Lu ft Lu ft Lu 2,400 0 psi 265 0 psi 650 0 psi 1,8000ksi 52800 #/ft 52800 #/ft #/ft Base allowables are user defined | 000ft 000ft 000ft 1 | Summary | Bp^BPffWHKIffttHTffltllSfflPn^^'Biy'^iB'B Span= 37 50ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 1,829 18 psi Fb 2,500 73 psi Deflections Beam Design OK = 6 750m x Depth = 31 5in, Ends are Pin-Pin 0731 1 170 2 k-ft 232 6 k-ft 170 16 k-ft at 000 k-ft at 000 k-ft 000 k-ft 23263 fv 110 63 psi Fv 331 25 psi Maximum Shear * 1 Allowable 18750ft 0000ft Reactions LeftDL Right DL Shear Camber 825 k 825k 5 ©Left @ Right ©Left @ Center @ Right Max Max 235 k 704 k 1815k 1815k 0000m 0928m0000 m 1815k 1815k 1 Center Span Deflection Location Length/Defl Camber ( using 1 5 * D L. @ Center ©Left @ Right Stress Calcs Bending Analysis Ck 19865 Le Cv 0 834 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv Allowable Bearing @ Supports Max Left Reaction Max Right Reaction Dead Load Total Load Left Cantilever -0 619 in 18750ft 7274 Oefl) 0 928 in 0 000 in 0 000 in 0000ft 0000 Max Moment 170 16 k-ft 0 00 k-ft 0 00 k-ft @ Left Support 2352k 71011 m2 331 25 psi 1815 k 1815k -1 361 in Deflection 18750ft Length/Defl 330 65 Right cantilever Deflection Length/Defl Sxx 1,116281m3 AreaCl 1f 'lift ft ff/fff Dead Load 0 000 in 00 0 000 in 00 212625 m2 Total Load 0 000 in 00 0 000 in 00 J Sxx Rea'd Allowable fb 816 51 m3 0 00 m3 0 00 m3 @ Right Support 2352k 71011 m2 331 25 psi Bearing Length Req'd Bearing Length Req'd 2,500 73 psi 2,500 73 psi 2,500 73 psi 4 137 in 4 137 in McNeff Engineering & Consulting 1991 Village Park Way Suite 115 Encmitas CA 92024 Title Ablation Frontiers - T I's Dsgnr MM Date Description Rooftop HVAC Upgrades Scope Job #0910 229PM, 9 APR 09 Rev 580004User KW-0606712 Ver 580,1-Dec-2003(c)1983-2003 ENERCALC Engineering Software General Timber Beam 1 CALCS ECW Calculations Description GLB 1 w/HVAC General Information Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined Section Name 6 75x31 5 Beam Width 6 750 in Beam Depth 31 500 in Member Type GluLam Load Dur Factor 1 250 Beam End Fixity Pin-Pin Center Span Left Cantilever Right Cantilever Douglas Fir, 24F Fb Base Allow Fv Allow Fc Allow E 4400ft Lu 000ft 600ft Lu 000ft 600ft Lu 000ft -V8 2,400 0 psi 2650psi 650 0 psi 1,8000ksi Full Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL Point Loads 440 00 #/ft LL 440 00 #/ft LL 440 00 #/ft LL Dead Load 2,1000lbs Ibs Ibs Live Load Ibs Ibs Ibs distance -6000ft 0000ft 0000ft 52800 #ffi 52800 #ffi 52800 #/ft . _ ._ __ _ Ibs Ibs Ibs Ibs Ibs Ibs Ibs Ibs 0000ft 0000ft 0000ft 0000ft 1 Summary | ^^^^s^^SSS^^'^^M^KHSSCSSS^^S^ Span= 44 00ft, Left Cant= 6 00ft, Right Cant= 6 00ft, Beam Width = 6 750in x Depth = 31 5m Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 2,365 83 psi Fb 2,461 07 psi 0961 1 220 1 k-ft 228 9 k-ft 220 08 k-ft at .20 52 k-ft at -3002 k-ft -1742 k-ft 22894 fv 137 00 psi Fv 331 25 psi Maximum Shear * 22 335 ft 0000ft Reactions LeftDL Right DL Allowable Shear Camber 1471 k 1203k Beam Design OK , Ends are Pin-Pin 1 5 §Left Right ©Left @ Center @ Right Max Max 291 k 704 k 21 80k 2123k 0554m 1477m 0603m 2971k 2703k Deflections | Center Span Dead Load Deflection -0 985 in Location 22 335 ft Length/Defl 536 2 Camber (using 1 5 * D L Defl) @ Center 1 477 in @ Left 0 554 in @ Right 0 603 in Total Load -2 392 in 22112ft 22077 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl Dead Load 0 369 in 3900 0 402 in 3580 Total Load 0 958 in 1504 0 995 in 14-17 Ibs 968 00 #m 96800#ffi 96800#/ft 96800#fft [ITU 96800#m 6 00 ft 44 00 ft -v 600ft Mmax = 220 07 k-ft Dmax = -23915m Mmax @ left = -30 02 k-ft Rmax = 29706k Vrnax® left =21 798k Defl@ left end = -09575 in Mmax® right = -1742 k-ft Rmax = 27 033 k Vmax@rt = 21 225k Defl @ right end = -0 9954 in McNeff Engineering & Consulting 19&1 Village Park Way Suite 115 Title Ablation Frontiers - T I's Job # 0910 Dsgnr MM Date 1227PM, 25 FEB 09 Description Rooftop HVAC Upgrades tncmiias w\ a^uzt Scope Rev 580004User KW-0606712, VerS 8 0, 1-Deo-2003(0)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 I CALCS ECW Calculations I Description GLB 1 - GRID 6 General Information Code Section Name Beam Width Beam Depth Member Type Load Dur Factor Beam End Fixity 6 75x31 5 6 750 in 31 500 in GluLam 1250 Pin-Pin Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined Center Span Left Cantilever Right Cantilever Douglas Fir, 24F-V8 Fb Base Allow Fv Allow Fc Allow E 4400ftsoon 600ft 2,400 Opsi 265 0 psi 650 0 psi 1,8000ksi Lu Lu Lu 000ft 000 ft 000ft Full Length Uniform Loads Center Left Cantilever Right Cantilever DL DL DL 440 00 #/ft 440 00 #m 44000#/ft LL LL LL 52800 #/ft 52800 #/ft 52800 #/ft Point Loads Dead Load Live Load distance 880 0 Ibs Ibs -6000ft 330 0 Ibs Ibs 27000ft 330 0 Ibs Ibs 35000ft 1500 Ibs Ibs 42500ft 220 0 Ibs Ibs 4000ft 240 0 Ibs Ibs 4000ft 900 Ibs Ibs 36000ft S Summary I Span= 44 00ft, Left Cant= 6 00ft, Right Cant= 6 00ft, Beam Width = 6 750m x Depth = 31 5m Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max Mallow fb 2,466 29 psi Fb 2,461 07 psi Deflections 1002 1 229 4 k-ft 228 9 k-ft 229 42 k-ft at -13 20 k-ft at -2270 k-ft -1742 k-ft 22894 fv 140 31 psi Fv 331 25 psi Maximum Shear * 22 335 ft 0000ft Reactions LeftDL Right DL Allowable Shear- Camber 1395 k 1293k Overstressed in Bending ! , Ends are Pin-Pin 15 ©Left @ Right ©Left @ Center @ Right Max Max 298 k 704 k 2227k 2212k 0646m 1649m 0680 m 2895k 2793k 1Center Span Dead Load Deflection -1 099 in Location 22112ft Length/Defl 480 3 Camber ( using 1 5 * D L Defl) @ Center 1 649 in @ Left 0 646 in @ Right 0 680 in Total Load -2 506 in 22112ft 21068 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl Dead Load 0 431 in 3343 0454m 3174 Total Load 1 026 in 1404 1 040 in 1384 0110 H 968 00 Mt ibs 96800#ffi I [TTTl 1 41 100 Ibs 339(EOabbs 15000330 00 Ibs 150 00 Ibs 968 00 #ffi 96800#ft 96800#/ft [TIT]968 00 #/ft 600ft 4400ft Mmax = 22942k-ft Dmax = -2 5061 in Mmax@left = -2270k-ft Rmax = 28 954 k Vmax@ left =22 266k Defl@ left end = -10256 in 600ft Mmax@nght = -1742k-ft Rmax = 27 925 k Vmax@rt = 22117k Defl @ nght end = -1 0403 in McNeff Engineering & Consulting 1991 Village Park Way Suite 115 Title Ablation Frontiers - T I's Job # 0910 Dsgnr MM Date 1227PM, 25 FEB 09 Description Rooftop HVAC Upgrades cncimias UM a^um- Scope Rev 580004 User KW-0606712 VerSSO 1-Dec-2003(0)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 I CALCS ECW Calculations! Description GLB 2 w/HVAC General information Code Ref 1997/2001 NDS, 2000/2003 1BC, 2003 NFPA 5000 Section Name 6 75x25 5 Center Span Beam Width 6 750 in Left Cantilever Beam Depth 25 500 in Right Cantilever Member Type GluLam Douglas Fir, 24F - V4 Fb Base Allow Load Dur Factor 1 250 Fv Allow Beam End Fixity Pin-Pin Fc Allow E Full Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL Point Loads T5eadLoad 1,200 6 Ibs Live Load Ibs distance 16000ft jffiJBBfiiiy™aaJa*a^K**iE*PE^^BFBPl!rf^3 440 00 #/ft LL 440 00 #/ft LL #/ft LL 3200ft Lu ft Lu ft Lu 2,400 0 psi 2650psi 650 0 psi 1,8000ksi 52800 #/ft 52800 #/ft #/ft Ibs Ibs Ibs Ibs Ibs Ibs Ibs Ibs 0000ft 0000ft 0000ft 0000ft Base allowables are user defined | 000ft 000ft 000ft I 1 Ibs Ibs Ibs Ibs 0000ft 0000ft Summary Beam Desiign OK Span= 32 00ft, Beam Width = 6 750m x Depth = 25 5m, Ends are Pin-Pin Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow ft) 2, 189 99 psi Fb 2,594 96 psi Deflections Center Span Deflection Location Length/Defl Camber ( using 1 5 * D L @ Center ©Left @ Right 0844 1 1335k-ft 1582k-ft Maximum Shear * Allowable 13350k-ft at 16000ft Shear 0 00 k-ft at 32 000 ft 000 k-ft 000 k-ft 15819 fv 122 92 psi Fv 331 25 psi Dead Load Total Load -0 703 in -1 445 in 16000ft 16000ft 546 5 265 82 Defl) 1054m 0 000 in 0 000 in Camber Reactions LeftDL 764 k Right DL 7 64 k Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl 15 ©Left @ Right ©Left @ Center @ Right Max Max Dead Load 0 000 in 00 0 000 in 00 212 k 570 k 1609k 1609k 0 000 in 1054m0000 m 1609k 1609k 1 Total Load 0 000 in 00 0 000 in 00 0110 13 120000 Its 968 00 m 3200ft Mmax=13350k-ft Dmax = -1 4446 in Rmax=16087k Vmax@ left =16 087k Rmax = 16 087 k Vmax@rt=16087k McNeff Engineering & Consulting 1991 Village Park Way Suite 115 Encimtas CA 92024 Title Ablation Frontiers - TI's Dsgnr MM Date Description Rooftop HVAC Upgrades Scope Job #0910 231PM, 9 APR 09 Rev 580004 User KW-0606712 VerSSO t-Dee-2003(c)1983-2003 ENERCALC Engineenng Software General Timber Beam Page 1 CALCS EC W Calculations Description GLB 3 - GRID 6 General Information Code Ref 1997/2001 NDS, 2000/2003IBC, 2003 NFPA 5000 Base allowables are user defined Section Name 6 75x31 5 Beam Width 6 750 in Beam Depth 31 500 in Member Type Load Due Factor Beam End Fixity Full Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL Point Loads Dead Load 870 0 Ibs Live Load Ibs distance 19500ft ff'-BMTiyfeifeSiJfflliitfBMiMg^gd^^Uffli^aBKIEiyflJBS ii raniin^v^ni-— ~ru«n«mFnnii«kH| GluLam 1250 Pin-Pin Center Span Left Cantilever Right Cantilever Douglas Fir, 24F Fb Base Allow Fv Allow Fc Allow E 440 00 #/ft LL 440 00 #/ft LL 500 0 Ibs Ibs 27500ft #/ft LL 450 0 Ibs Ibs 27 500ft 3750ft Lu ft Lu ft Lu -V4 2,400 0 psi 2650psi 650 Ops: 1,8000ksi 52800 #/ft 52800 #/ft #/ft Ibs Ibs Ibs Ibs 0000ft 0000ft 000ft 000ft 000ft J J Ibs Ibs Ibs Ibs 0000ft 0000ft Summary Span= 37 50ft, Beam Width = 6 750m x Depth = 31 5m, Ends are Pin-Pin Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max Mallow fb 1,966 89 psi Fb 2,500 73 psi Deflections Center Span Deflection Location Length/Defl Camber ( using 1 5 * D L @ Center ©Left @ Right 0787 1 1830k-ft 232 6 k-ft Maximum Shear * Allowable 18297k-ft at 19500ft Shear 000 k-ft at 37500ft 000 k-ft 000 k-ft 23263 fv 118 73 psi Fv 331 25 psi Dead Load Total Load -0712m -1454m 18900ft 18750ft 632 0 309 43 Defl) 1 068 in 0 000 in 0 000 in Camber- Reactions LeftDL 892 k Right DL 9 40 k Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl 15 ©Left @ Right @ Left @ Center @ Right Max Max Dead Load 0 000 in 00 0 000 in 00 252 k 704 k 1882k 1930k 0000 in 1 068 in 0000 m 1882k 1930k \ Total Load 0 000 in 00 0 000 in 00 (Til*I? 0011870 00 Ibs Ibs 96800#ffi Till 9E800#/ft 3750ft O- Mmax=18296k-ft Dmax = -1 4542 in Rmax=18820k Vmax® left =18 820k Rmax=19?99k Vmax @rt= 19299k 154 McNeff Engineering & Consulting 1991 Village Park Way Suite 115 Encmitas CA 92024 Title Ablation Frontiers - TI's Dsgnr MM Date Descnption Rooftop HVAC Upgrades Scope Job #0910 240PM, 9 APR 09 Rev 560004User KW-0606712 VerSSO 1-Dec-2003(c)1983 2003 ENERCALC Engineering Software General Timber Beam Page 1 CALCS EC W Calculations Description GLB3-GRID5 General Information Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined Section Name 6 75x31 5 Beam Width 6 750 in Beam Depth 31 500 in Member Type GluLam Load Dur Factor 1 250 Beam End Fixity Pin-Pin Center Span Left Cantilever Right Cantilever Douglas Fir, 24F Fb Base Allow Fv Allow Fc Allow E 3750ft Lu ft Lu ft Lu -V4 2,4000 psi 2650 psi 650 0 psi 1,8000ksi 000ft 000ft 000ft Full Length Uniform Loads J Center DL Left Cantilever DL Right Cantilever DL 440 00 #/ft LL 440 00 #/ft LL #/ft LL 52800 #/ft 52800 #/ft #/ft Point Loads | Dead Load 247 0 Ibs Live Load Ibs distance 12000ft |fflft|iKS&5|SB|iflj^ 500 0 Ibs 435 0 Ibs Ibs Ibs 20000ft 24500ft 435 0 Ibs Ibs Ibs Ibs 28000ft 0000ft Ibs Ibs Ibs Ibs 0 000 ft 0 000ft Summaryia^J^^lfeMi^ffl^M''^^Bfr|^^B^» ° Span= 37 50ft, Beam Width = 6 750m x Depth = 31 5m, Ends are Pin-Pin Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 1,945 70 psi Fb 2,500 73 psi 0778 1 181 o k-ft Maximum Shear * 232 6 k-ft Allowable 181 00 k-ft at 19200ft Shear 0 00 k-ft at 37 500 ft 0 00 k-ft Camber 000 k-ft 232 63 Reactions fv 117 36 psi LeftDL 891 k Fv 331 25 psi Right DL 9 20 k 15 §Left Right ©Left @ Center @ Right Max Max 250 k 704 k 1881k 1910k 0000 in 1 05? in 0000 m 1881k 1910k Deflections J Center Span Deflection Location Length/Defl Camber ( using 1 5 * D L @ Center ©Left @ Right Dead Load Total Load Left Cantilever -0 702 in -1 444 in Deflection 1 8 900 ft 1 8 750 ft Length/Defl 6414 31164 Right Cantilever Defl ) Deflection 1 052 in Length/Defl 0 000 in 0 000 in Dead Load 0 000 in 00 0 000 in 00 Total load 0000 in 00 0 000 in 00 DOB247 00 Ibs 30 Ibs 435 oTlbs435 00 Ibs500 00 Ibs 435 968 00 m 3750ft O- Mmax= 18099k-ft Dmax = -1 4439 in Rmax=18812k Vmax@len=18812k Rmax= 191104k Vmax@rt=19104k MCNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 Tel. (760) 479-9838 • Fax: (760) 479-9837 JOB. SHEET NO.Jk.OF_ vJ*=yi*aa±i McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinrtas, CA 92024 Tel: (760) 479-9838 - Fax: (760) 479-9837 JOB.0«hO SHEET NO .n CALCULATED BY_ CHECKED BY SCALE OF DATE_ DATE. : SIZE _| 4.-U_*__ 2. l 1 V///A?Jl /J fi* -i r -i U 4.25.2 £.25 ••72. = ^- D n r*~1 .; i >r~ IS llsL] SJSJJfiqL ..5j._^..^ McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 Tel. (760) 479-9838 • Fax: (760) 479-9837 JOB. SHEET NO . ir-r ~ j ! T"* "* ' I ~ ""?"" Tel: McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encmrtas, CA 92024 (760) 479-9838 • Fax: (760) 479-9837 .inn mio SHEET NO .1-3 A CALCULATED BY_ CHECKED BY SCALE. OF DATE. DATE. Tel. McNEFF ENGINEERING & CONSULTING _ A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 (760) 479-9838 • Fax: (760) 479-9837 JOB. SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encmitas, CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 JOB.0*1 (0 SHEET NO .-Z-0 CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. ! i lUfCM&M2Js&^JS^^^iMj^^^ • f [ ; iPI JiL -1 ri i . DESIGN - VJOt*?T CAg£ •Uklff : £ 1210: * i_ MET A. Tel: McNEFF ENGINEERING & CONSULTING _ A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encmrtas, CA92024 (760) 479-9838 • Fax: (760) 479-9837 JOB.01 SHEET NO. CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE_ -i j.~ .EJZf^Zk^.52QLEJ5ZCO3T .4- i- i i ! ! -i s~ : ! ^SAHECI oki PUMP L3_12i ! i v£"^5ZCT_>:.J22T I_ufeL5te4t£ \ I ! *~ 'M niii-S I_jsjEaJ0j(r - McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encmrtas, CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 JOB.cnio SHEET NO . CALCULATED BY_ CHECKED BY SCALE. OF DATE. DATE_ MCNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinrtas, CA 92024 Tel: (760) 479-9838 • Fax. (760) 479-9837 JOB.(fllO SHEET NO .OF CALCULATED BY_ CHECKED BY SCALE DATE. DATE. Tel: MCNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinrtas, CA 92024 (760) 479-9838 • Fax: (760) 479-9837 JOB.mio SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE- © q 1 A EL,A-l Ml M2 M10 M11 M12 M13 N22 Ablation Frontiers 0910 Typical Roof Truss Key - Typical Roof Truss Feb 24, 2009 at 5 02 PM roof truss r2d Ablation Frontiers MM 0910 Typical Roof Truss Isometnc - Typical Roof Truss Feb 24, 2009 at 5 05 PM roof truss r2d 2X4-2X4 2-2X4 2-2X4 2-2X4 2-2X4 2-2X4 2-2X4 2-2X4 2-2X4 2-2X4 2-2X4 2-2X4-|X4 Ablation Frontiers MM 0910 Typical Roof Truss Member Sizes - Typical Roof Truss Feb 24, 2009 at 5 04 PM roof truss r2d A-i -OSBKfft -OSkffl -08k/ft -08km - 08k/ft - 08k/ft - 08k/ft - 08k/ft - 08k/ft -08k/ft -08k/ft -08k/ft -08k/ft N22 Loads BLC1.DEAD Ablation Frontiers MM 0910 Typical Roof Truss Raw Dead Load - Typical Roof Truss Feb 24, 2009 at 5 06 PM roof truss r2d A-5 -44Wffft -14k/tt -14k/ft -14k/ft -14k/ft - 14k/ft - 14kffi - 14k/ft -14k/ft -14k/ft - 14k/ft - 14k/ft - 14k/ft M22 Loads BLC 2, LIVE Ablation Frontiers MM 0910 Typical Roof Truss Live Load - Typical Roof Truss Feb 24, 2009 at 5 06PM roof truss r2d Loads BLC 3, MEP Ablation Frontiers MM 0910 Typical Roof Truss Worst Case MEP Loading Feb 24, 2009 at 5 07 PM roof truss r2d A-l iL, 133 133 177 184 177 177 133 133 59 59 -84 64 -16 -177 -184 Results for LC 4, DL+LL+MEP Member Axial Forces (k) Reaction units are k and k-ft Ablation Frontiers MM 0910 Typical Roof Truss AFD - Worst Case MEP Loading Feb 24, 2009 at 5 10PM roof truss r2d Results for LC 4, DL+LL+MEP Ablation Frontiers MM 0910 Typical Roof Truss Unity Check - Worst Case MEP Loading Feb 24, 2009 at 5 11 PM roof truss r2d Company Ablation Frontiers Designer MM Job Number 0910 Typical Roof Truss Feb 24, 2009 519PM Checked By _ Global Display Sections for Member Calcs Max?lhterhalsSectjohs foriMember:Calcsli S Include Shear Deformation Merg&Tolerarice •(rhjp ••':£"£&;•£, ^ ' iSife P-Delta Analysis Tolerance 5t9iRufift§s;S^<if ":ffift*> •.•'&• Yes ,'*l2S^E,^;.;-4i|f SsSslMfc* -£i 0 50% Hot Rolled Steel Code Gold formed SteekCodeWS^Pi^-lw?*" 3 Wood Code W<^-'-JemperaWjBrfl;C-*tWSi&^^:M Concrete Code AISC ASD 9th =AISI:99 VASDf: ^"Wfr-ti^M NDS2001 ASD 5<^100FaS«;-if£;>^s?*K^B3^t «P ACI 2002 Number of Shear Regions RegibneSpacmgJncrementUih^ffSsjIi^iSi Concrete Stress Block Use-CrackeUSectionsstS^ m£m^'»^m Bad Framing Warnings Utilised Force1 Wariiingsi!iii?'';-;:;!i!lif "!i 'WS 4 :4¥'Sftfe-^i^-'"-' .|^W.i:CSi Rectangular tYes/Qfe^*iSS <?i-®^ j.-ii"> No iYes ^ii-vftSSS'-SSK;.-?;. Wood Material Properties Label Species Grade Cm Emod Nu Therm f\1 . Pensfk/ftA31 MSR1 MSR1 na 1 035 Custom Wood Properties Label Fb fksil Ft fksil Fv rksil Fc fksil EfksH SCL MSR1 21 158 18 1 88 1800 Wood Section Sets Label Shaoe Desian List Tvoe Material Desian Rules A fin21 I (90.270) fi I (0.180) fin41 CHORDS 2-2X4 Rectangular D Beam MSR1 Tvoical 105 7875 10719 DOUBLE Rectangularjp':f Beam/ DIAG 2X4 Rectangular D Beam MSR2 Typical 525 984 5359 RecttngulaSD1 Member Primary Data Label I Joint J Joint Rotate(deg) Section/Shape Design List Type Material Design Rules M1 N1 N2 90 CHORDS Rectangular Dou Beam MSR 1 Typical ^ICHORDS*Rectahgular-Dou XlMSR M3 N3 N4 90 CHORDS Rectangular Dou Beam MSR1 Typical RectangulanDouI M5 N5 N6 90 CHORDS Rectangular Dou Beam MSR1 Tvoical Rectangular: Dou IBelnr -sTical M7 N7 N8 90 CHORDS Rectangular Dou Beam MSR1 Tvoical i'SSife RectangularJiJoti'; SBe^ifl-^i M9 N9 N10 90 CHORDS Rectangular Dou Beam MSR1 Tvoical RelbtahguJa&DouV.11 M11 N11 N12 90 CHORDS Rectangular Dou Beam MSR1 Tvoical RectangiilaKDou •> SBe ^MSR;i^ 13 JM13.N13 N14 90 CHORDS Rectangular Dou Beam MSR1 TypicalWi! Rectangular DQU! ..,"-. RISA-2D Version 6 5 [C \ \ \ \Shared\MECDesign\2009\0910AblationFrontiers\rooftrussr2d] Page 1 Company Ablation Frontiers Designer MM Job Number 0910 Typical Roof Truss /I-lo Feb 24, 2009 519PM Checked EJy _ Member Primary Data (Continued) Label I Joint J Joint Rotate(deg)Section/Shape Design List Type Material Design Rules 15 M15 N16 N17 _9Q_CHORDS Rectangular Dou Beam MSR1 TypicaITS?ReTbtarigulariDoiu IstTVpica 17 M17 N18 N19 90 CHORDS KCHORDS^ Rectangular Dou Beam MSR1 Rectahgiilar'Dou' 19 M19 N20 N21 90 CHORDS Rectangular Dou Beam MSR1 Tvoical 21 M31 N2 N16 RertarigularlDpu- 90 DOUBLE DIAG Rectangular Dou Beam MSR2 Tvoical 23 D<DUBLE.DIAG;Rectangular Dou J133 N4 N17 90 DOUBLE DIAG Rectangular Dou Beam MSR2 Typical RectahgulaftDoii"•iBeimi 25 M35 N6 N18 J0_DIAG Rectangular Dou Beam MSR2 Typical26;Rectangular Dou: 27 M37 N8 N20 90 DIAG Rectangular Dou Beam MSR2 Typical N20 IMiOJt RectahgaiarDoLK 29 M39 N10 N21 _9Q_DIAG Rectangular Dou Beam MSR2 Typical '.BMDOUBLEfDIAG':RectangularaDou-! 31 M41 N12 N22 90 DOUBLE DIAG Rectangular Dou Beam MSR2 Tvoical 321 :90;liiilP9UBLE:DIAGa Rectangular Dou •:BeamS; 33 M51 N3 N16 90 VERTS Rectangular Dou Beam MSR2 Tvoical RectangularjDouT'..:fleams 35 M53 N7 N18 90 VERTS Rectangular Dou Beam MSR2 Tvoical"M RectangLHafiDou?!)TypicalP 37 M55 N9 N20 90 VERTS Rectangular Dou Beam MSR2 Typical Rectangular Doul 39 M57 N13 N22 90 VERTS Rectangular Dou Beam MSR2 Typical Joint Coordinates and Temperatures Label XFftl YFftl Temp IR N1 N3 N5 11 N7 185 N9 245 11 N11 32 13 N13 39 15 N15 43 17 N17 11 _^5_ 19 N19 215 -35 0 21 N21 32 -35 22 Jo/nf Boundary Conditions Joint Label I 1 N2 XFk/inl Reaction Y[k/in] Reaction Rotation[k-ft/rad]Footing RISA-2D Version 6 5 [C\. \ \ \Shared\MECDesign\2009\0910AblationFrontiers\rooftrussr2d] Page 2 Co'mpany Ablation Frontiers Designer MM • Job Number 0910 Typical Roof Truss Feb 24, 2009 519PM Checked By Joint Boundary Conditions (Continued) Joint Label X Fk/inl YFk/inl Rotationrk-ft/radl Footma &:% 'A. Svi;vX?/ v'4K''?"."%V- ;V;:'fe •*''. -;/| Wood Design Parameters Label Shaoe Lenathfft 1 I'5^ 3 IS43 5 ;'"6""-i 7 JB!8*':- 9 lil.0%; 11 SMiZli 13 IFW^ 15 IfilBJf 17 Sv1'8l? 19 1201 21 ?>22^ 23 124. 25 S26U 27 8281:;' 29 SfSO-'* 31 432f- 33 II34S? 35 Sf36f?< 37 £38i» 39 M1 ?-:fM2'W4 M3 £^M4! »;c M5 " 'SSM6 sfk M7 jt'^MSTi'-v M9*#i;Mi d-'& M11 ^I:M'i'2-J'% M13 SSiivll^fes M15 SWM16^Q M17 ISSMl^fefi M19 M31 {&M32s$ M33 & M34v -S M35 ?';:'M36;SC5 M37 '51lv1386iS M39 ;§]{M4.(fel M41 fcM42'i*S M51 :pJjvi52S§8 M53 le:iiM54SII M55 2fifcM56s:v M57 CHORDS CHORDS CHORDS CHORDS CHORDS CHORDS CHORDS CHORDS CHORDS CHORDS CHORDS CHORDS CHORDS CHORDS CHORDS CHORDS CHORDS CHORDS CHORDS CHORDS DOUBLE DOUBl!Ei:: DOUBLEy^DlA^'-; DIAG iJl-DIA'G."-' DIAG -IDIAG^ DIAG DOUBLED DOUBLE DOUBLE,. 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N13 L L Y 'f^^^iSi^K'^SX^ Y -1 -#"^|s;-S®^.;lHl^l;':':3;Ssi?t«;sc-^ -1 RISA-2D Version 6 5 [C\ \ \ \Shared\MECDesign\2009\0910AblationFrontiers\rooftrussr2d] Page 3 Cdrnpany Ablation Frontiers Designer MM Job Number 0910 Feb 24, 2009 519PM Typical Roof Truss Checked By Member Point Loads Member Label Direction Maanituderk.k-ftl Locationfft.%1 No Data to Print Member Distributed Loads (BLC 1 : DEAD) Member Label Direction Start Maanituderk/ft.d End Maanituderk/ft.d Start Locationrft.%l End Locationrft.%1 1 &;'.2^' 3 »"4?y; 5 S-;6tt- 7-, '8y? 9ciofe11 1125s 13 SI4S M1 3i,K-,«Sfe SiM2W . "iS iltf M3 ;fe^iiiWM4^';MW9S; MS M7s-iiiiiiSM M9sppSfSpC1 n/jij oft^iPl'? M11 S^ifllS^M 1 21$Wfi$:V- M13 ifBiWv -AMMSiSfll"'?: ^ Y l^'SiY^iSIt Y:;^S F^Y'-'f'K^ Y;*"•.•;% Y ^S^'SYSSfe Y;;^EcgY^^-^i Y '^""^YjSS-li Y -08iSHSS^08E: ft^SS -08 ftlsl-^?- -08^;^3li -08 Si!S'f;>S.08-;: :^C"'Sf -08 Q--'i;^sSM -08 5";6g?>^"d8SS8ffS -08 ;|i5;|;j^08i''':-^:?ffl -08 S:-'f5-^i|-'08'^S8iSl -08 -08 IS*l*:-; '.';*S08"f , JS^3: -08 ft|MivJs"08Vv''^ -:^ -08 -08 yS>":3!'08;SSli§:Si| -08 |5^||^ifp08c^'W "''.s -08 ^•S^:£Q8^i^;$ 0 isiifc ^(JiS----'^-'-? 0 !ii;;^'! 'siQ^'IPK5 0 Xi^l:,.:^^0*f?"r'*HPj;:;f 0 S^t;-&Mo;;!S^^i¥?: 0!885§f 3? OSSf ?• K^:-- 0 J^'-'SfslOSlv-'Sti5 0 0 S-*^f ; «'|f o^^; iPlfe? 0 3f"-!i'TS;f) SS:-ai.ili 0 IISSP it'O-^^SW^ 0 0 S :!*SJ' '^O'Sfe-S'^ 0 •ITSi^ltlO/^F^S I 0 '•SMSi:^ilOj''if'';fei:Sl Member Distributed Loads (BLC 2 : LIVE) Member Label Direction Start Maanituderk/ft.d End Maanitudefk/ftd Start Locationfft.%1 End Locationfft.%1 1 3 11411? 5 RiSffil 7 ^:8M 9 ?'10*r 11 :|J2S 13 M1 '^:~'& «:jM2Sr?;Ji^-'S^ M3 ^SCiffi^M4^§Kffr™:5! MS ^fv!?3£;-- V!M6lPl^kiB' M7 tj%v sjf ?f ;M8S;*j8fe?«t5 M9^M^'ittf^Mi'ocy^Pis M11 l^:-, -ly^ -iM'1'^ivi'^:'^. M13 Y W-:^ Y •SJ^Y^jffl Y ^f.Y*Sili Y^4iaaY;AiSB? Y Y ;4l*HsYr;;^ai Y -14 ^^g>?:t^|^^;|,C,^ -14?-: 'f? y^.^ ^"-gisii -14 SS^S^H4S-;a?S -14 &^e^BI1.4S'5SSiiS -14 -• '' ' S:'?,^1^ 4s:i;^iS -14 is^^^J-" 1 ^SASv^-S -14 -14 H^*'-^W~?lffi5 -14 WiS^-^A^^S^ -14K;;M. -14 -14 i^liRi'iS? 1 4K5 ^S?-; •• -14 ^nSfSK^i^Sf^^. -14 0 7f-rji5;-;^0-Tfe^/|- 01?: a:%* - ;&0 ^g:?.^5 0m^litSdSSM .*"•• 0 P; ?i|S*:, 'f0..;5E;ilS:s 0 ;>?' sS0;%0^i;^B§ 0 ;.'•'": iiS'M^Q ^fetf S; 0 0 0 f ^SHSO^^: ;*SV'.' 0 l^;'3'^;?0;JiyS;'SS 0 ^Bfe*;SO?^pW?' ' 0 !ffi?l^!f fO!?i|£; *|^ " 0 ^ti V'i5f -*:SO" .itK*^?f 0 Sas/'c Load Cases BLC Descnotion 1 ;'*2! 3 DEAD Category None J^llRlllyViE-^ W>'::~ ;;-S 5|g^MiNbne^^ -•:>«' MEP None X Gravity Y Gravity Joint Point Distributed 14 ^yyy^&'St • i/^SiSfiSs ^'SS^Af ;:S! •? S; )M3S>'iS'. - .^S?^^!^: 3 Load Combinations Description 1 sS2i*3i 3;&'4'#: DL+LL •:-'^DLfr:<R LL DL^LLH-MEPS Solve PD SR BLC Yes Y 1 •YesVS© 31 •'.;;; fit- Yes Y 2 Yes?Y4: ^Jiilfi Factor BLC Factor 1 •'•>'TlSr4 1 ^SlS^ r 2 1 lYfifeW :''2'rOl^' BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor Y -1 MM- ift>,aj flsS; iSff^i ~(?& $*./* SSI Eaffi 5sl :^33 ll;lrfi >i:M;- iW-1^^ ^'S i": Stl" iift'S Ssfts, SIS; tH.-:yj: ;^r-:^'5^ 'l*i««ai:iS;;%:iir RISA-2D Version 6 5 [C\. \ \. \Shared\MEC Design\2009\0910 Ablation Frontiers\roof truss r2d] Page 4 Company Ablation Frontiers Designer MM Job Number 0910 Typical Roof Truss Feb 24, 2009 519PM Checked By _ Joint Deflections Joint Label XFml Yfinl Joint Reactions (By Combination) Rotation fradl LC Joint Label Xfkl Yfkl MZ fk-ftl N2 6402 Totals 12804 Member Wood Code Checks (By Combination) LC Member Shape UC Max Locfft] Shear Locfftl Fc'fksi] Fffksi] Fb'[ksi] FvTksi] RB _CL_CP i Eqn M1 2-2X4 018 088 5 2162 237 3465 18 0 39-3 14!S-/260 S-322E s2:-1.62i M3 2-2X4 261 311 2162 237 3465 18 363 [»&%2-2X4-3Jfe586S a 3^4651 &&' M5 2-2X4 586 334 375 2162 237 3465 18 363 M7 2-2X4 808 291 2162 237 3465 18 363 .287 3^465!^3=6:33 M9 2-2X4 778 348 375 2162 237 3465 18 363 S2"37illa3-33 611M112-2X4 586 313 35 2162 237 3465 18 1 363m&r 13 M13 2-2X4 260 322 2162 237 3465 18 1 363 37 31465s 15 M15 2-2X4 433 015 636 237 3465 18 5715 294 39-1 €2^2X41 3380 17 M17 2-2X4 768 015 1819 237 3465 18 3742 841 39-1 #4651 19 M19 2-2X4 686 1 172 013 75 561 237 3465 18 5916 259 39-1 ^3-465! 21 I 4 M31 2-2X4 I 614 025 495 962 153 2723 18 4806 1 492 39-1 RISA-2D Version 6 5 [C\ \. \. \Shared\MECDesign\2009\0910AblationFrontiers\rooftrussr2d] Page 5 Company Designer Job Number Ablation Frontiers MM 0910 Typical Roof Truss Feb 24, 2009 519PM Checked By _ Member Wood Code Checks (By Combination) (Continued) LC Member Shape , UC Max Lodftl Shear Locfftl FtTksH FbTksil FvTksil -Ri_JCL_CP Eon -M32 2^2X4 ^'723^SJii8i 23.M33 2-2X4 320 _Q±L 4_95 962 ±53_2723 J8_4806 1 492 39-1m53*;^%atf-45.iiit3: 25 M35 2X4 313 481 007 513 259 153 2723 18 9 785 133 39-1 E26-'lert's- 27 M37 2X4 636 461 003 461 318 1 53 2723 18 9276 1 163 363 £28 &-007 SilSi... 29 M39 2X4 782 513 006 882 1 53 2723 18 9785 1 451 363 <2*2X4.,^95"2^723 31 M41 2-2X4 571 495 008 495 962 1 53 2723 18 4806 492 363 2.723V 4806 492E 3 9-11 33 M51 2X4 646 35 007 534 1 53 2723 18 8083 1 273 363 3S0.13--flt^53J ^723;8 083! 35 M53 2X4 571 35 006 534 1 53 2723 18 8083 _1 273 363 36""2723"'-1 8* 37 M55 2X4 286 35 003 534 1 53 2723 18 8083 273 363 -i.5'31S723S 8083^36 39 M57 2X4 646 35 007 534 1 53 2723 18 8083 273 363 RISA-2D Version6 5 [C\ \ \ \Shared\MECDesign\2009\0910AblationFrontiers\rooftrussr2d] Page6 A-15 •45k -35k -35k N22 Loads BLC 3, MEP Ablation Frontiers MM 0910 Grid F Roof Truss MEP Loading Feb 24, 2009 at 5 31 PM Grid F Roof Truss r2d A- Code Check W22 Results for LC 4, DL+LL+MEP Ablation Frontiers MM 0910 Grid F Roof Truss Unity Check - Grid F Feb 24, 2009 at 5 33 PM Grid F Roof Truss r2d Cdtnpany Designer Job Number Ablation Frontiers MM 0910 Grid F Roof Truss Feb 24, 2009 533PM Checked Ely _ Joint Loads and Enforced Displacements Joint Label L.D.I\Direction Maanituderk.k-ft m.rad k*s*2/ft1 No Data to Print Member Point Loads (BLC 1: DEAD) Member Label Direction Maanitudefk.k-ftl Locationfft.%1 M3 -45 1 5 Member Point Loads (BLC 3: MEP) Member Label Direction Maanitudefk.k-ftl Locationfft.%11 J?2v3 3 Ifl4«f : 5 M3ytilS.;-:;-'/v\., Mm.^^c^: *. MBvi^&mffi?- . M9-T^ -'• '•mfflfs? M12 Y Y ^:'--.,?'KMu£.ty'$?iiS&>Wt •? Y -45 Affr-ft , ,, vJI^SlMII*^;.;.-^ -35 ^'-•"••-•:'- -:" — •"^'•'•v?- OC rf^"l^^:^ ? ^'•i!iV/.:rtr-:'->r: " V '-^. JIOJvS'^^Ts.'-.Vv-'""'^. '• , -35 1;wl^^MJ--;i^i;I^^:i:r-- ;.-,:i 0 •}'•: . **SiKftii(2^5'-^f*f5^h 2 Member Distributed Loads (BLC 1: DEAD} Member Label Direction Start MaanitudeFk/ft.d End Maanitudefk/ft.d Start Locationfft.%1 End Locationfft.%1 1 .£•• 3 ', 4--i 5 6 7 8, 9'10 •• 11 ,-12". 13fcu.v M1 :•-...... ;' M2 -• '• ': M3 •'••;•. ••'• .-- M4 . •• „• M5 f-tl. '!'.:. M6. ;: ..••••' M7 ,-• :•.:•:.. MQ •.;•;-',: - M9; -\ VM.10' •';.'. . M11 ••,'•.;•,. M12-, '.--.• M13;SfHi:^,Mi4^«:^ls*? Y • : : Y ' ' •--. Y '•-x Y'-". ..'•• Y;• Y .-: . Y - -'.'-'.Y • ' ••/- Y ••••-•• Y • '"^, Y- ; ,-;Y^:' '-i> • Y iiW?s---i ''"^ii-fi^gSS:-1-SW.if :-- •',- " 1 ?*.•: • ,,<^S -08 •'••'i/-V;:-08 '• •"•'•. -08: -.08 -08.--. .'-;'-:o8-A.:-- . -08 .•fl"Y: -.08:^-.-'-'- -08 .vw: -.-.08-: -i '•:„'.. -08 -'.-' --08 , •"- :- -08 i- y^ -08.- . -..?;..oa' .•'•'.'• •-• -08 ".'•" -:08-- :*.•" -08 •.'-.' • -.08,., .- ' -08 -"••-- -.08!- ;.-:-. -08 •.:-••. -.08 v -08 ". •':•'• .irOS •-'.. • • -08so, .f(^ffla:.i-ai>..<-''; 0 v. -'o-'l";:"- 0-. : o': •• • ' 0 - .--.. ' ..0' -. •: 0 - • -.. o- :.:";-«:. '• 0 -.-'• :•' Q* -.--.; 0 :•.-;-•'. " 0. :.: ". 0 .' .' '.•hsSs?;--*Ki.OteJU;c"i".i"- •-•,;; 0 0 ••'.,-,'.•••• - 'v *, "•• j "" 0 '-• • ' 0 / : ,-/r 0 '.'•• • •• V: ••;:••.'• 0 '--./,-• -0 i; -" 0 .:•:,•••.• 0 '.:• " ,-• 0. :si.-..'.o-,:.s-'.-- - 0 ^1^^.., ,0!i;^^®£- Member Distributed Loads (BLC 2: LIVE) Member Label Direction Start MaanitudeFk/ft.d End Maanitudefk/ft.d Start Locationfft.%1 End Locationfft.%1 1 /.2"' 3 '-4o- 5 •''" D 7 -.-•ff 9 ,10 11: 12' 13 i-14-:<' M1•;-.;•-:• M2- -• '.',• • M3 ,: . , M4: M5 : MS -v :• M7 - -M8 ' : M9 :• . > M10 M11 :-. .".- M12 ••••' .'• M13 ' ;• :"'.-'M14 -.-'-••-,.:.• Y• ---Y-.'. :.'•••• Y •• -...Y'fc';.-- Y :-\- : Y. •••,.-' •" Y •-,, •.-•.' >Y-' ".•• Y "•: ' -'.-Y '-" Y -'.:'.- -V.-"•.I " Y••;•'•.•"¥": .-:,:; -14v^.-.'.-14-^-v.;- -14 :..; -;. ,..44 ••:•"•.'•".- -14 :•:'.-. -14--.V*- . -14 , •-•• ;-:14:- •.-.:.•: -14 '•" • -A4 ; -f ' -14 *•:•, V-.14"v'';>. • -14; •.;;•; • ,:.14' -:'-''V- -14 :• '••:, .-14-- '.' ' -14 >:.-: ,"..14. ,'.' -14 ----- ::-^4'v. :•»-. -14 '•'••- ':-;14 ^- .'•• -14: • ,A4 • •• -14 ,. :• \:X-14' :;-. •,• -14 -.'• •-. • -.W:>: o ; 0 '• 0 ".-• -:?• 0 . "0 - 0 .••.-.'••-.o 0 . ' 0 .-. :• 0 , ,-!, 0 0 -. : :••!-. 0'-- 'V. L' 0 ,••;:•• ' •: ID- •:••.-.:• 0 :o. ••: :' - • 0-. • o ;-. •.•-: 0• ' ' o,.'.',.-, • 0-••••: :".o-^- .' 0 0 ' . 0 .-- .. 0'' '<' . •-• 0 ',.. ;"-'X -,'0 '•<;'• •••.:•• RISA-2D Version 6 5 [C\ V \ V \MECDesign\2009\0910AblationFrontiers\GndFRoofTrussr2d] Page 1 Load Combinations Company Ablation Frontiers Designer MM Job Number 0910 Grid F Roof Truss Feb 24, 2009 533PM Checked By Basic Load Cases BLC Description Cateaorv X Gravity Y Gravity Joint Point Distributed 1 :'-:-2;'"': 3 DEAD None '•7:Jl|:,ftLlVE ,'"^Sts;.-.- ^?!Sfi;JNo;ne • :::7-1VO?ifav:-i84H'<-,« MEP None 1 14 :. / ;-v:-'?f l!iMM*3!"-^: &.*t- -;°f ':'•'• ft stri/!4- • ^- ;- 5 Descration Solve PD SR BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 3LC Factor 1:tf£;i? 3 DL+LL •'•$*[)L> i-. LL DL-ttL+MEp;, Yes Yes Yes Yes Ym? Y3W '".' -.I-'. '\*: ••' - 1<**••'< 2 ' : 54"M•rswr *• 1wf-;- 1 ^W 2Y , *2;; 1 SKllv- .••IPS Y •pf>- : :!f '*f ..'' r-T -1 . ' - .'*': " •;^f^,y,. .•.?,,'.-,;*•.'. ../-j^ r.'ftf :? < •. .•nJ-V":f S^???. "3**;"..'. •••'." ; i < :i',.,: •"'. 'Kfvii; \ .."j'^.-.-^.O. ^;t .,•=.* idf-:-" Ijf^j': '•-..^ • .•>.«.*. -•%> •^m ::'&& Joi'nf Deflections LC Joint Label xnm Yhnl Rotation Fradl1 2 3 v. 4.'- 5 v6'-' 7 B- 9 MO 11 12 13 S14-- 15 ?:16' 17 iM8 19 20 21 22 4 •-'•'•4 ' 4 •- • 4.- - 4 4 4 '••v4- ',. 4 ..v4"-V 4 •- 4'-"'. 4 •••••1 4-'-v 4 ••'•.'4'-'V; 4.-, 4,1-. 4 -"•;-4/' • " 4 4 N1 •--.•• r ••.-;\.^i<.-- N2 --r4' ,--• -".. ' N3• • • ••';-'. -"N4 ' .•,':./••-•/ N5••.-'..- v , -.-.-• N6-;-1 ,-•• "V: >•. ',-;.- N7• •• ••.-•' ;; --.fV-;-.".N8 . v-::--\ :.-.-•.-.- N9 • : ' -•:••::'"•. V..N10 •.••,:.• ..v" - • N11 f-V-i- •'-' N12.: , , "-, N13• • .;;i;:;:naiil^-:-Ni4:a^lS'H^:-« N15 • !•:••• --'.-. :• -,N16. -•.- -' •: "'.:iv N17 ..'•••. •• " "N1B-' ••• •• •-'•• '• N19 ,-: .;••••. ••••.••' .N20 '<- . -.•;••':.. ';• N21 .?"-. ' - . •"!". :H22 . "'•.'• 0 ;.•.•?.. ;: ..Q-,' •••-•" -013:-- : -026 .-•--. -057 '."",:- : '-;09;'":;v. -131 ••'•' ':•-'.-• -.165-- •"'•''-.' -198 '••' -:239 -27 ".-•• •••-'299 -..-'•• -311 Illfe:&:^323 -323 -319 . -273 : -196 -163 !: ••' -.129, ". .-- -053 .'• .<." -01 "•'•.'. •• 056 • • 0^-fes^. -372 , •'-, _.RQf-?M,?f,-Ki->j,i',. V- -.O»: -,'i t,.;, •!..->••?„ -968 . ,::-;;-1:195--:;ivC;-5 -1 335 ' .•-'>-•- -1:369*;B;-S1 -1 337 ' •-.-- -1 189::"3?S, -951 ' . ; -:675;-; tf-'":- -359 -••'•'• '•'•'';,' OitSS'Sl 057 r':f=.::'1?..--364"'-V:Jr-5 -962 i ':-".-: '-1328'^ "V.r--- -1 367 ' -1 •'M9 -:'-"' " '"••1 .WW&i- ?^?T-J^:.^.^: -947 • •" . '-.3& •&'%&& -927e-3 :;;f'^si9;3l;2e-a:,:^- -1 043e-2 ^ ^•^626&3^. ?; -7 626e-3:?^*3:;374e-3 •• -SlS -1 728e-3»-M'1!"684e14t;-^::::. 8 765e-4 ^M:l^"5!5i9e-3l,s^4- 6015e-3 •••^f«T6;448e-3-:-ii;;»S 8 754e-3 v::-<'-'&5&3tfB??::-i 9 453e-3 ^^^7l7i.3e-3.,,"^-1i -5 996e-3 .^JiMCile-S ,:-« -7 829e-5 «.;:^ii-':iS952e-3.^.rf£^ 5 969e-3 ^;ia"S;463e-3'SS:;i, Jo/nf Reactions (By Combination) LC 1 f ;2?? 3 &&& 4JJ^^IKQ Js 4h>\5:-4:;:,~>v ;,• Joint Label N2 S^fei^Sijt 5«i. v. Nl^Sl'JJlSjilS^^vSV' Totals ,-:;-'; . ~-J''-Wf':aCOGt(ftV.-':''-''' -iSf^S*^^ Xfkl 0 -JviKt^S^/O ?^;ii;iCSv!w! 0 ®*4-- X" 2Q 568 '•Jn^?' Y[k] 6373 -, ,:•,'•':• ':j^^5%3il:V'^"^: 12204 '- ••;3f»iy.'.-.046.)p"";.-. MZ rk-ft] 0 *f':£t^f~; '• "..;(J';j'- •'?!§•>•»:: *'•'•'' <!-'"'4i^:'i^'-i^^" 'l^>^ '•' ' Member Wood Code Checks (Bv Combination) LC 1 fc2?ffi 3 ?347'' 5 4;45: 4 4:" 4 Member Shaoe M1 !SaM2r>.C M3 ;; . R/I4 M5 2-2X4 S :-.s;2'-2X4'*V 2-2X4 .^•^2^X4^ 2-2X4 UCMax 018 ^'350** 417 ^606; 607 Locfft] 5:l-3'5'^ 1495:--d..--' 0 Shear Locfftl 088 ?.. ^386' •" 778 •^•310^ 595 5 V;3;'5",, 0 fi3"5? 0 Fc'fksi] 2162 \2 162-'; 2162;;2ii62T 2162 Ft'[ksi] 237 •v237^' 237 2.37 - 237 Fb'fksi] 3465 3 465 3465 3'.465 3465 Fv'fksi] RB 18 0 ?*18"VK:QfEi 18 0 :>;f8^; ;" "••&{(• "' 18 0 CL CP 1 1 P-felv" K'-.-;^ •"•'•' 1 1 •.-.••vj •;, -ViS^i •/•'.'" 1 1 Eqn 39-3 39-3: 39-3 3'6 3 363 RISA-2D Version 6 5 [C\ \ \. \ \MECDesign\2009\0910AblationFrontiers\GndFRoofTrussr2d] Page 2 Company Ablation Frontiers Designer MM Job Number 0910 Grid F Roof Truss A-H Feb 24, 2009 533PM Checked By _ Member Wood Code Checks (Bv Combination) (Continued) J=C JVIember Shape;*? f*\/?ji UC Max Locfftl Shear Locfffl FcTksil Fffksil BM-Fv'fksil RB JSP _Egn__,MS.3^465^ M7 2-2X4 783 283 0 2162 237 3465 18 363 £-8,.:2-2X4 3&764..;.304 M9 2-2X4 811 375 542 375 2162 237 3465 18 39-3 2-2X4v S362 ^2.162 £3^465;11 M11 2-2X4 574 333 35 2162 237 3465 18 363 268 237 :3.9-3 13 M13 2-2X4 254 352 2162 237 3465 18 39-3 '22X4°.088^M&|3465| 15 M15 2-2X4 443 576 012 636 237 3465 18 5715 294 39-1 4 609 .1)561 11-'31465 5^916 259--3.9-1 17am M17 2-2X4 747 010 1 819 237 3465 18 3742 841 3_§d 181:9 3^65-3]742 19 M19 2-2X4 680 1 172 013 75 561 237 3465 18 5916 259 39-1 : 2-2X4'."29211 5W15 21 M31 2-2X4 578 _Q16_495 962 1 53 2723 JI8_4806 492 39-1 f.624';^2723^^t8;«i49jE 23.M33 2-2X4 333 015 962 1 53 2723 18 4806 ^9JL 39-1 iodsiil 2,723 91785s 25 M35 2X4 ^28_3046 _QQ5_^59.1 53 2723 18_9785 133 39-1 M36SS-1 585 *2.723i 3276 13*9-1^ 27 M37 2X4 409 461 004.J18_^53.2723 18 Ma- 9276 163 363. M381E •-.; 2X4 2591 29 M39 2X4 819 513 010 882 1 53 2723 18 9785 45!363 2^2X4 '303%3.661 U9623 1*53-2.723 4^806;&.492";' 31 M41 2-2X4 603 495 014 495 962 1 53 2723 18 4806 492 363 2(723 MM: 33 M51 2X4 536 029 431 1 53 2723 18 8083 273 39-3 0271 S2-723 8^083 1 273 35 M53 2X4 429 35 005 534 1 53 2723 18 8083 273 363 = M54li • 2X4 .•58167 j|SJ2^341 JL53!sfi8 liajjj: 37 M55_-Mse^l 2X4 332 35 004 534 1 53 2723 J8_8083 273 363 38' •ili .534 53 2723T 36.3 39 M57 2X4 374 35 015 534 1 53 2723 18 8083 273 363 RISA-2D Version 6 5 [C\ V \ \ \MECDesign\2009\0910AblationFrontiers\GndFRoofTrussr2d] Page 3 'AJ -€.3 D < (SIS mo Results for LC1.DL+LL Member Axial Forces (k) Ablation Frontiers MM 0910 Typical Roof Truss AFD - Typical Truss Feb 9, 2009 at 4 53 PM roof truss r2d MCNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encmitas, CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 JOB.0110 SHEET NO. CALCULATED BY_ CHECKED BY SCALE. OF DATE. DATE_ McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinrtas, CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 0110 SHEET NO. DATE- Occupational Services, Inc. Medtronic AblationFrontiers EXPANDING YOUR POSSIBILITIES 6397 Nancy Ridgv Dnw San Diego CA 92121 Phone 858-558-6736 l''ax 858-558-6756 Vr ww occfcrv com OCCIjI'ATIONM SLKVICES. li\'C Medtronic Ablation Frontiers, LLC SUPPLEMENT TO TECHNICAL REPORT HAZARDOUS MATERIALS SUMMARY For 2210 Faraday Ave Carlsbad, CA 92008 April 21, 2009 EsGil Plan Check Number: 090-347 (Set: III) ^^^^u ! Radiation & Chemical Safety Specialists Outsourcing EIl&S Services • Decommissioning of Space Licensed for Radioactive Use • Phase I Environmental Site Assessments Biosiifely Cabinet and Fumeliood Certifications • Radiation Detection Instrumentation Calibration and Repair • Industrial Hygiene and Industrial Safety Service Chemical Classification Reports • lileclrical Safely • Indoor Air Quality/Mold Investigations • Confined Space Cll I Monitorin Carlsbad 090-347 Set III Medtronic Ablation Frontiers, LLC April 21, 2009 Technical Report / Hazardous Materials Summary Page 1 The following is in response to DATE April 21, 2009 JURIDICTION City of Carlsbad PLAN CHECK NO 090-347 Set III PROJECT ADDRESS 2210 Faraday Ave PROJECT NAME Ablation Frontiers - Office/Storage Tl EXECUTIVE SUMMARY- There is one control area for the whole building, Control Area 1 Control Area 1 is denoted in headers of Summary reports as "2210 Faraday Ave CA1" The chemical storage and usage amount is minimal, less than 5 gallons of Class I flammable liquids and less than 5 gallons, of Class II, III, IMA combustible liquids inside the whole building There will be a 322 gallon diesel fuel tank stored outside for an emergency diesel generator The diesel fuel is denoted in the headers of the Summary reports as "2210 Faraday Ave Yard " Yard indicates outside storage Diesel fuel is the only chemical stored in the Yard See attached drawing as Attachment 4 to this Technical Report showing Control Area 1 The proper occupancy classification for the building is BUSINESS GROUP B - Everything unless noted otherwise below is GROUP B OCCUPANCY = 41,562 SF STORAGE GROUP S - Room are #159 GROUP S-bCCUPANCY = 4,000 SF LOW HAZ- F-2 -Machine Shop Room# 132 GROUP F-£ OCCUPANCY = 964 SF ASSEMBLY - Lunch Room #116 GROUP A& OCCUPANCY = 791 SF 34 A) There is only one control area in the whole building, there are no fire rated separations Control Area 1 is denoted in headers of Summary reports as "2210 Faraday Ave CA1" B) C) D) E) See responses below The Technical Report is correct Pages 1, 2, 3 are for Control Area 1 Pages 4, 5, 6 and for the outside Yard which only contains one chemical 322 gallons of diesel fuel F) Ablation Frontiers is a medical device manufacturer assembling needle sized platinum wires inserted into catheter for treatment of atnal fibrillation and other cardiac arrhythmias in humans. None of the hazardous materials stored or used within tenant space (Control Area 1) exceed the Maximum Allowable Quantity Per Control Area of Hazardous Materials Posing a Physical Hazard listed in Table 307.1 (1) nor the Maximum Allowable Quantity Per Control Area of Hazardous Materials Posing a Health Hazard in Table 307.1 (2) listed in the 2007 California Building Code. Refer to Attachment 1 Physical Hazard Report Summary and Attachment 2 Health Hazard Report Summary shows the amounts hazardous materials stored and/or used. The Attachments coincide with Tables 307 1(1) and 307 1(2) of the 2007 CBC. Only one control area is required Carlsbad 090-347 Set III Medtronic Ablation Frontiers, LLC April 21 2009 Technical Report / Hazardous Materials Summary Page 2 G) There is a machine shop, room # 132, which will contain mills, drills, shears, and lathes This is for prototyping The only raw materials being machined are NONHAZARDOUS Stainless Steel (<100 Ibs) and Plastic (<50 Ibs) No aluminum will be grinded or machined There is no welding or weld booth in Machine Shop Since stainless steel and plastic are both not hazardous materials they are not included in the Physical Hazard and Health Hazard Summaries There will be no machining or grinding of hazardous materials such as flammable solids, and there will be no machining or grinding of hazardous metals like aluminum, zinc, lead, thorium, or magnesium Therefore no dust collection system is required for machine shop room #132 H) The Technical Report is complete 56 ) Since the volumes of Class I flammable liquids are below five gallons and volumes of Class II, III, MIA combustible liquids are below five gallons inside the building, there will be no ventilation system required for hazardous materials In the machine shop there will be no machining or grinding of hazardous metals like aluminum, zinc, lead, thorium, or magnesium There is no welding in the machine shop Therefore no dust collection system is required for the machine shop, Room #132 Carlsbad 090-347 Set III Medtronic Ablation Frontiers, LLC Technical Report / Hazardous Materials Summary April 21, 2009 F'age 3 Attachment 1 (Page 1 of 6) CONTROL AREA 1 Physical Hazard Report Summary for Medtronic Ablation Frontiers, LLC Located at 2210 Faraday Ave, Carlsbad, CA 92008 Medtronic Ablation Frontiers LLC Physical Hazard Report Summary Storage Use-dosed System U&TERIAL/CLASS Sobdlbs Liquid (raft.) gallons gbs) Gas Sohdlbs Liquid Gas (to. ft) gallons (cn ft (Ibs) Ust-Opta Systems Solid Ik Liquid (rn.ft) gallons Location 2210 Faraday Ave CA1 COMHUSTELELIQUm CLASS H 0.000 1070 OODD 0000 OOH 0.000 0.000 0000 COMBUSIE1£IJQU1DCL1SSID-A 0.000 0034 OODD COD}0.000 0000 0000 COMBUSTIBLE UQUD) CUSS EM 0.000 2 037 OODD 0000 0102 0.000 COMBUSTIBLE FIBER LOOSE BALED 0.000 0000 OODD 0000 0000 0000 0000 0000 0.000 0000 COHSUMERHRE WCTOS CLASS C COWOX14G aoco oooo OODD 0000 0.000 CS.YDC-EfflCFUMM.1BLE 0.000 0000 OODD 0000 0000 0.000 0.000 0000 0.000 0000 CRYOGENIC aHDSKG aooo oooo OODD OOOO oooo 0000 O.OGO EXPLOaVESDlVEIQKIl 0000 OOOO O.OOD oooo 0.000 0.000 OOOO OODD OOOO 0.000 OCflO O.CCO 0000 OOOO EXPLOSIVES DIVEIOfc U 0.000 OOOO OODD OOOO OOOO oooo EXPLOSIVES DJVEIOK15 aooo oooo OODD OOOO C 000 oooo 0000 OOOO EXPLOSIVES EROSION 1 4 EXPLOSIVES DIVISION H<5 aooo aooo oooo 0000 OODD OODD oooo oooo oooo oooo aooo oooo occo aooo oooo occo OOOO OOGO EXPLOSIVES DIVISION 1 <aooo o ooo OODD OOOO OOOO 0000 OOCO Ptplaft Carlsbad 090-347 Set III Medtronic Ablation Frontiers, LLC Technical Report / Hazardous Materials Summary April 21, 2009 F'age 4 Attachment 1 (Page 2 of 6) CONTROL AREA 1 Physical Hazard Report Summary for Medtronic Ablation Frontiers, LLC Located at 2210 Faraday Ave, Carlsbad, CA 92008 Medtronic Ablation Frontiers LLC Physical Hazard Report Summary AHflwslb Qunfaif pa Cosfrol Ana cf Hazardous Mitsui Posing a Fiiysuj] Hxzud Use-Closed Systems Ust-flptn Sustas MATERIAL/CLASS Solid Ibs (to. ft.) FLAMMABLE GAS GASEOUS LIQUIFIED FLAMMABLE LIQUID CLASS I-A FLAMMABLE LIQUID CLASS I-B FLAMMABLE LIQUID CLASS I-C COMBBiAHOy FLAMMABLE LIQUID « A 13 1C FLAMMABLE SOLID 03GANIC PEROXIDES CLASS UD 03GANIC PEROXIDES CLASS I 03GAWC PEROXIDrS CLASS H OXGANIC PEROXIDES CLASS M OXGANIC PEROXIDES CLASS IV ORGANIC PEROXIDES CLASS V OXIDIZEB. CLASS 4 OXEBZEK. CLASS J QXHaZEROASSJ aoao 0.000 aooo aooo 0.000 0.000 aoao aoao aaao aoao aoao aoao aaao aoao aooo Liquid gallons 0000 0000 3090 0000 3090 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 Gas (en. ft. OODO OODO OODD OODD OODO OODO OODO OODO OODD OODD OODD OODD OODD OODD OODD Sobdlbs 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 gallons (Ibs) 0000 0000 0000 0000 .,* 0000 0.000 0.000 0.000 0000 0000 0000 0000 0000 0000 Gas (caft ffiNTP) o.cco 0.000 0000 aooo 0.000 aooo aooo aooo aooo 0.000 aooo 0.000 0.000 aooo 0000 Solid Ibs (01- ft) 0000 ooao oaao ooao oaao ooao ooao ooao ooao ooao ooao ooao ooao ooao 0.000 Liquid gallons flbs) ooao oaao o.aao fllOCO C'.COO aoao CiflOO ocao (1000 aooo (1000 0.000 1X000 DOOO <)000 Xfcdi}-. April 0«,2D09 Carlsbad 090-347 Set III Medtronic Ablation Frontiers, LLC Technical Report / Hazardous Materials Summary April 21, 2009 F'age 5 Attachment 1 (Page 3 of 6) CONTROL AREA 1 Physical Hazard Report Summary for Medtronic Ablation Frontiers, LLC Located at 2210 Faraday Ave, Carlsbad, CA 92008 Medtronic Ablation Frontiers LLC Physical Hazard Report Summary Allomlile Qaantilj per Control Area of Hazardous Mattnal Posing a Ptvacal Hazard Stung* Use-Closed System Use-Open Systems MATEKL4L/C1ASS OXZDQZER. CLASS 1 OXIDIZES. GAS GASEOUS LIQUEUD mOmORIC MATERIAL UNSTABLE (REACTIVE) CLASS 4 UNSTABLE (REACm'E) CLASS 3 UNSTABLE (REACm'E) CLASS 2 UNSTABLE (REACTIVE) CLASS 1 WATER. REACTIVE CLASS 3 WATER. REACTIVE CLASS 2 WATER REACTIVE CLASS 1 Solid Ibs («.ft) 0.000 (XOOO 0.000 0.000 0.000 acoo 0.000 0.000 0.000 0.000 Liquid gallons (Ibs) 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 Gas (CtLft. (S-VTP) ODDD OODD OOBD 0000 ODDD ODDD ODDD OODD OODD ODDD Solid Ibs (HLft) 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 Liquid gallons (Ibs) 0000 0000 0000 0000 DDOO DDOO 0000 0000 0000 0000 Gas <cu. ft iffiNTP) 0.000 aooo 0000 0.000 0000 0000 0.000 o.a» aooo 0.000 Solid m» (rn.fi.) 0.000 0.000 0.000 0.000 OOGO ooco 0000 0.000 OOGO 0000 Tjujuid gfl linns (Ibs) 0000 0000 0.000 0000 ooco 0000 0000 0000 0000 0.000 \bcx3ijr. Apd 06 2009 Carlsbad 090-347 Set III Medtronic Ablation Frontiers, LLC Technical Report / Hazardous Materials Summary April 21, 2009 Page 6 Attachment 1 (Page 4 of 6) OUTSIDE YARD Physical Hazard Report Summary for Medtronic Ablation Frontiers, LLC Located at 2210 Faraday Ave, Carlsbad, CA 92008 Ablation Frontiers, Inc. Physical Hazard Report Summary Mmnnim JUhnFjHs QoutiiT pa Ccntiol Am cf Hazardous Vlatfnal POSIES a FtvacsJ Hazard Storage Use-Closed Systems Use-Open Systems MATERIAL/CLASS Solid fts (raft.) liquid Gas gallons (en. ft. (Its) @STP) Location 22 10 Faraday AYE Yard COMBUSTIBLE LIQUID CLASS n 0.000 i22.0DO OODO COMBUSTIBLE LIQUID CLASS m-A COMBUSTIBLE LIQUID CLASS UI-B COMBUSTIBLE FIBER LOOSE BALED CONSUMES. FIRE W03KS CLASS C COMMON HG CRYOGENIC FLAMMABLE CRYOGENIC OXIDIZING EXPLOSIVES DIVISION 1 1 ESPLOSIVESDIVEKIK 1 J EXPLOSIVES DIVISION 1.3 EXPLOSIVES DIVISION I 4 EXPLOSIVES DIVISION 1 4G EXPLOSIVES D!\T5IOK1 5 EXPLOSIVES DIVISION l.« 0.000 0000 O.CCO O.OCO 0.000 0.000 oooo 0.000 O.CQO 0.000 acoo O.COO acoo OOOO OODD OOOO OODD 0000 OODO 0 000 0 ODD OOOO OODD OOOO OODD OOOO O.OdD OOOO 0000 OOOO OODD OOOO OODD 0000 OODD OOOO 0000 OOOO OODD Sofcdlbs Input Gas (en. ft) gallons (cll f^ ("«> ffiNTP) 0000 OOOO 0.000 OOOD OOOO OOOO OOOO 0000 0.000 OOOO OOOO 0.000 OOOO OOOO 0.000 0000 OOOO 0.000 0000 OOOO 0.000 0000 OOOO 0.000 0000 0000 0.000 0 000 0.000 0.000 oooo oooo oooo OOOO OOOD 0.000 oooa oooo ojxo 0 000 0 000 0.000 Solid 15s (CD. ft) o.coo O.OCO 0.000 0.000 oooo 0000 O.OCO OOGO 0.000 0.000 0000 O.OCO 0.000 0.000 Liquid gallons (Ibs) oooo 0000 0000 0000 0000 oooo 0.000 oooo 0.000 0.000 ooco 0.000 oooo o.cao Carlsbad 090-347 Set III Medtronic Ablation Frontiers, LLC Technical Report / Hazardous Materials Summary April 21, 2009 Page 7 Attachment 1 (Page 5 of 6) OUTSIDE YARD. Physical Hazard Report Summary for Medtronic Ablation Frontiers, LLC Located at 2210 Faraday Ave, Carlsbad, CA 92008 Medtronic Ablation Frontiers LLC Physical Hazard Report Summary Altowslk Qauttj pu Control Area cf Ebuidow Miterul Posing a Fbvgcal Hazard Stung*Use-dosed System Use-Open Systems MATERIAL/CLASS Solid Ibs (en ft.) FLAMMABLE GAS GASEOUS FLAMMABLE LIQUID CLASS I-A FLAMMABLE LIQUID CLASSIB FLAMMABLE LIQUID CLASS I-C COMFflK.17IOXFLAMM.1BLE LIQUID 1A131C FLAMMABLE SOLID ORGANIC PEROXIDES CLASS UD ORGANIC KROXIBSS CLASS I OjtGAWCPlRaXIISSCLASSD ORGANIC PEROXIDES CLASS ffl OXGANIC PEROXIDES CLASS IV ORGANIC PEROXIDES CLASS V oxnazEB. CLA&S4 QXID1ZEBL CLASS 3 oxroizEacLASsj 0.000 aooo aoco 0.000 0.000 o.oco 0.000 O.OGO aooo 0,000 0.000 0.000 0.000 aooo aoco Liquid gallons (Ibs) 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 Gas (en. ft. OODD 0000 OODD OODD OODD O.ODD O.ODD OODD OODD OODD OODD OODD O.ODD O.ODD OODD Sobdlbs 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 gallons (Ibs) 0000 ooso 0000 0000 0000 0000 OOOD 0000 0000 0.000 0.000 0000 0000 0000 0.000 Gas (CD. ft 0.000 0.000 aooo 0.000 OuOOO 0.000 0.000 aooo 0.000 0.000 aooo 0.000 0«B aooo OJXfl Solid Ibs (en. ft.) 0000 0.000 0000 0000 0000 o.oco 0.000 O.OGO 0.000 0000 o.oco O.CGO 0000 o.oco 0000 Liquid gallons (Ibs) 0000 0.000 0.000 G'GOO C'.OOO 0.000 C'.COO o.oco 0000 (1000 (1000 (1000 It COO It.CCO D.OOO Mtcdiy April 08,20 Carlsbad 090-347 Set III Medtronic Ablation Frontiers, LLC Technical Report / Hazardous Materials Summary April 21, 2009 Page 8 Attachment 1 (Page 6 of 6) OUTSIDE YARD Physical Hazard Report Summary for Medtronic Ablation Frontiers, LLC Located at 2210 Faraday Ave, Carlsbad, CA 92008 Medtronic Ablation Frontiers LLC Physical Hazard Report Summary Mknnmm Allowable Qaaatilj1 per Control Area of Hazardous Material Posmg a Physical Hazard stan&Use-dosed Systems Vse-O]i«a Systems MATEKIAL/CLASS OXEHZER CLASS 3 OXDSZER. GAS GASEOUS LKJUEIED raBOPHOHIC MATERIAL UNSTABLE (REACTIVE) CLASS 4 UNSTABLE (REACTIVE) CLASS 3 UNSTABLE (REACTIVE) CLASS I UNSTABLE (REACTIVE) CLASS ! WATEH. REACTIVE CLASS 3 WATER.REACTTVE CLASS 2 WATEH.REACTIVE CLASS 1 Solid &s (01. ft) 0.000 0.000 0.000 0.000 0.000 aoco 0.000 aoco ftCOO aoco Liquid (Jbs) 0000 0000 0000 0000 0000 0000 0000 0000 0000 oooa Gas (en. ft. OODD O.ODD OODD O.ODO OODD OODO OODD OODO O.ODD OODO Sobdlbs (CO. ft) 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 gallons 0000 0000 0000 0000 0000 0.000 0000 0000 0000 0000 Gas (en. ft 0.000 0.000 0.000 0000 0000 0.000 0,000 OJOOO O.KC 0.000 Solid Rv O.CCO 0.000 0.000 0000 0000 0.000 0.000 0.000 0.000 0000 Liquid gilUOQS 0000 0000 0.000 0000 0.000 OGGO 0000 0000 0.000 0.000 Mjcdrr. April 04 2009 Ptgitiatt Carlsbad 090-347 Set III Medtronic Ablation Frontiers, LLC April 2', 2009 Technical Report / Hazardous Materials Summary Page 9 Attachment 2 (Page 1 of 2) CONTROL AREA 1 Health Hazard Report Summary for Medtronic Ablation Frontiers, LLC Located at 2210 Faraday Ave, Carlsbad, CA 92008 Medtronic Ablation Frontiers LLC Health Hazard Report Summary i JUhiffi^h Quantity ppr rmtmi Ana nf Haurdrau \fat»rit1 Piyrnlg a Btujffi Haraifl Location 2210 Farsdiy Ave CA.1 Storage MATERIAL/CLASS Sohdlbs (cu ft) COBRQHVES OOTJ Birm.v TOXKS o 553 TOXICS O.OCO EJERT GASES OCCO Liquid Gas gjlloES (CV- ft- 0019 0000 0.003 0000 001) 0000 O.CCO MDODD CsfrCbsedSritHDs Sobdlbs (raft) 0.004 0.000 O.CCO O.OCO gallons (Ibs) 0001 0000 0001 0000 Gas (en. ft O.OM aora 0.030 0.03D Use-Open Sterns Sobd Ibs Liquid (en. ft) gallons OOBO acoo DODO COCO OQDD 0.000 oora o.coo Carlsbad 090-347 Set III Medtronic Ablation Frontiers, LLC April 21, 2009 Technical Report / Hazardous Materials Summary Page 10 Attachment 2 (Page 2 of 2) OUTSIDE YARD Health Hazard Report Summary for Medtronic Ablation Frontiers, LLC Located at 2210 Faraday Ave, Carlsbad, CA 92008 Medtronic Ablation Frontiers LLC Health Hazard Report Summary n Allowable Qeuitrty per Confrol Area cf Hkuntons if itm£ Posing * Heiia Bsjarfl Lorafeoa 22 10 Faraday Axe Yaid Storage Use-dosed Systems Use-Open Systems MATERIMX.XASS SoMIbs Liquid Gas Solid Ibs Lupiid Gas Solid tts Liqiud (en ft) gallons ("- ft- (en ft.) gaUoas (CTJ. ft. (CD. ft) gallons CORKOSIVES 0.000 O.CCO 0000 O.COO 0000 0.009 OODD aDOO fflGHLY TOXICS gggg ojjo 0000 O.COO 0000 0.000 0030 0.000 TOXICS 0.000 O.GOO 0000 O.CCO 0000 O.OQO 0tl[ID 0.000 NEBJ GASES o.OCO 0.000 0000 0000 0000 0.000 O.ODD O/JW VfoSiy April 06,2009 ftp 2 of 2 Carlsbad 090-347 Set III Medtronic Ablation Frontiers, LLC April 21, 2009 Technical Report / Hazardous Materials Summary Page 11 Attachment 3 (page 1 of 6) CONTROL AREA 1 Inventory Report Summary for Medtronic Ablation Frontiers, LLC Located at 2210 Faraday Ave, Carlsbad, CA 92008 Inventory Report for Medtronic Ablation Frontiers, LLC Location 2210 Faraday Ave CA1 Class COMBUSTIBLE LIQUID CLASS II (LIQUIDS ) Cruune CAS# I/mi Quantity Quantity m GaDon D2VCUNEPOXY5MIN OMQJ7-00-0mi JO.CGO 0.013 FORMAUy NEUTRAL BUFFERED 0!0-GO-0 L 4000 1037 Snnxaaay fai Gazoos £ dslol ncndi} Sum LMO Class COMBUSTIBLELIQUID CLASS W-A (LIQUIDS) Cname CAS# Unit Quantity Quantity in Gallon DYMAXiaiOO 70BMM G BOW OJOoT EPOXY4UJO 7065-8 5-C ml 21000 0.007 lOCinEVM TOMM G ftGOI OJK» LOcii i £ UV 3 3 33 ODS7fi3-00-0 G 0.013 0.013 Stasaaj la GtSaa (4 dnrQ raconb} Sum O-Oli* Class COMBUSTIBLE LIQUID CLASS HI-B (LIQUIDS) Cnjune CASK Unit Qcumhty QuanMvm Gallon ACCELERATOR J21 107-21-1 ri 33000 OL007~ E>)ZOL8 ENZYMATIC DETERGENT OM7S9-OW) G 1000 1JOOO LOCIi7E24S OOS764-CO-0 G 0007 OJI07 LPHSE 90-43-7 G 0007 0-007 VOSILVACTRAOIL omtMMt G 1000 ijOOO PROCESS VESFHENEH it 9M3-7 G 0013 0013 Sunmunr fitt GaUcns (6 dBtt2l nconb) Smn 2.037 Mtmdlj Apfl06,2B09 3 ©o Carlsbad 090-347 Set III Medtronic Ablation Frontiers, LLC April 21, 2009 o Technical Report / Hazardous Materials Summary Page 12 ^ i— Attachment 3 (page 2 of 6) CONTROL AREA 1 £ Inventory Report Summary for Medtronic Ablation Frontiers, LLC o Located at 2210 Faraday Ave, Carlsbad, CA 92008 c Location 2210 Faraday Ave CA1 \ ^Z Class CORROSIVES (LIQUIDS) £ Cname CASH Unit Quantity Quantity m Gallon ^ DYMAX 222'100 EPOXV 41250 SmcnuBT fu GflQcni G «ig*»^i nconb) £0 Sum O.OJ9 Class CORROSIVES (SOLID) Cruune CASH Unit Quantity Qnantitvm Lbs. _, KESTES.SOLDER PASTE 14075-J3-7 ^ 35.000 0077 Smnmziyfor Un.(l (fated racairi}(£) Sum OUOTT =p: FLAMMABLE LIQUID CLASS I-B (LIQUIDS) 4= Comae Aonma ALCASEPLUS tcp.TOiAlcohd.7IBi KIUTECH PURE CL4 OH BQU!\'ALEKT V4t- 1'iiVL ti jlYJL Kf 'f^yh-in RESIN I5B1 FLUX TYPE RMA CASH 67-64-1 OM277-OM 67-63-0 OM7-63-0 73-93-3 OD6767-00-0 Unit G G G G G G Quantity lOJO 0.064 two 0300 0.240 0433 Qusuniv m GalloD 1.000 006S 1000 0300 (K240 0.432 SunnxuiTT for Goltcnx (6 |lgty|| jacorftj Sam i-090 jZl COMBINATION FLAMMABLE LIQUID IA IB 1C (LIQUIDS) Cname CAS# Unit Quantity Quantity m Gallon © COMHPtATIgy FLAMMAB1J LIQUID 1AI OM251-CO-0 G 3090 I3» F Stnacanr ftn* GaDois (1 «inir?i raooad) . Sum AWO p TX£oodi7 April 06,2009 Pts»3of6 if" JO Carlsbad 090-347 Set III Medtronic Ablation Frontiers, LLC Technical Report / Hazardous Materials Summary April 21, 2009 Page 13 Attachment 3 (page 3 of 6) CONTROL AREA 1 Inventory Report Summary for Medtronic Ablation Frontiers, LLC Located at 2210 Faraday Ave, Carlsbad, CA 92008 Location 2210 Faraday Ave CA1 Class INERT GASES (GAS) Game CAS#Unit Quantity Quantity m CD. FL STUDMTT fcr Cn. Ft (1 dtflcl racmd) IRRITANTS (LIQUIDS) CASH Unit Quantity Quantity m CaDoo (SKWPBfO) SOSSX CO^E SOLOTR ACCELERATOR 521 Ac«m> ALCASEPLUS CutoPhu D2VCON EPOXY } MTN ENZQL* ENZYMATIC DETERGENT FQRMALTN Nci/l &AL Bttl VeK£D tafmpyl Alcatel, 7«4 KttJTECH PURE CL4 C5 EQUTl'ALEKT LOCmEMS LOCrtlEUV3))3 LPHSE METHYL ETHYL KF.TOKE MQBQ.VACTSAOHL PROCESS VESFHENEntt RESIN !J!1 FLUX TYPE KMA 01W76540-0 107-31-1 67-44-1 OM277-O04 OOJ704-CO-0 00!QJ7-00.0 006769-00-0 020-00-0 «7«-0 0067-63-0 006764-00-0 006763-OM) 90-437 7S43-3 OD676S-00-0 90-437 ODS767-WW) ml ml G G G ml G L G G G G G G G G G IO.COO 2)000 1000 OG63 1000 mono 1000 4 CCO 1000 0.3CO 0007 0.01) O.G07 0.240 1000 0.01) 04S2 0-003 0-007 1.000 0.06S 1000 0013 1.000 I 0)7 1000 0300 0-007 0.01) 0007 OJ40 I -CCO 0.01) 0.432 StnmMny fm Gettonj (17 ioltil recmij) Class IRRITANTS (SOLID) CASH Sinn 7.214 Unit Quantity Quantity m Lin Mondiy April 06 2009 Carlsbad 090-347 Set III Medtronic Ablation Frontiers, LLC April 21, 2009 Technical Report / Hazardous Materials Summary Page 14 Attachment 3 (page 4 of 6) CONTROL AREA 1 Inventory Report Summary for Medtronic Ablation Frontiers, LLC Located at 2210 Faraday Ave, Carlsbad, CA 92008 Location 2210 Faraday AveCAl | Class IRRITANTS (SOLID) Ctuune CASH Unit Qoanhtv Quantity m UK GLUTtCUINE "U1JUJ BLUE lEllulZCJLIUM TKUHENYLTETKAZOLIUM CHLORITE 29W6-4 Summer to Lbi (4ibt&lncaiib} Som OJO9 Class OTHER HEALTH HAZARDS (LIQUIDS) Coame CAS# Unit Quantify Qoantrivm Gallon (Sh«XP9tO) RDSDJ COBIE SOLDER ACCELERAT0.1 521 FOHMALIN NEUTRAL BUFFERED tapTjpyi.1kakJ.70W HMTECH PUM CL4 0 1 EQUIVALENT LOCTHEM6 LOCI1TEW3J33 LPHSE METHYL ETHYL EETONE PitOCESS VESSHENE U a RESIN S J81 PLUX TYPE R1IA 093HS-CO-0 107-31-1 OiO-CO-0 «?-<]•« OM7-630 OOS7H-OM OD57U-OM 90-43-7 TS-S3-3 SO-437 006767-OCK1 ml ml L G G G G G G a G 10.000 3J.COO 4 oca 1000 OJOO 0007 0.015 0007 OJ40 O.OU 0.482 0.003 OJI07 10!7 1.000 0300 O.G07 OJ15 0.007 OJ40 0.013 0.432 Smnmanr fig GflQcas {1 1 <fa*»<i tacanb) Sim JJM OTHER HEALTH HAZARDS (SOLID) Cmmu CAS# Unit Qoanhty QaanMvm Lbs. MTIKlOBLUETETSAZDLIUM 38-83-4 900 1000 OCOS Sun 0.002 MonJir April 04 2009 Carlsbad 090-347 Set III Medtronic Ablation Frontiers, LLC April 21, 2009 Technical Report / Hazardous Materials Summary Page 15 Attachment 3 (page 5 of 6) CONTROL AREA 1 Inventory Report Summary for Medtronic Ablation Frontiers, LLC Located at 2210 Faraday Ave, Carlsbad, CA 92008 Location 2210 Faraday Ave CAI Class SENSITIZERS (LIQUIDS) Count CAS# Unii QnnDhlr Quantity rn Gallon ENZOLG ENZYMATIC DETERGENT FOEM/HEf NEUIBAL BUFFERED LCX'IIJC. UV 3333 OD67o>OWl S«m 1079 Class TOXICS (LIQUIDS) C'ume CAS# Cut Qoanbly Qmntatym Gallon LOC55UV3JJ3 OH5765-OM) G 5oiJ OB11 Mmdqr April at, 2WS fcgt J of t Carlsbad 090-347 Set III Medtronic Ablation Frontiers, LLC April 21, 2009 Technical Report / Hazardous Materials Summary Page 16 Attachment 3 (page 6 of 6) OUTSIDE YARD Inventory Report Summary for Medtronic Ablation Frontiers, LLC Located at 2210 Faraday Ave, Carlsbad, CA 92008 Location 2210 Faraday Ave Yard I Class COMBUSTIBLE LIQUID CLASS II (LIQUIDS) Caanre CASff Unit Quantity Quantify m Gallon D3E5ELFUIL Stucnuoy fin GttOcufl dfltcl racood) Sm 321.000 Class IRRITANTS (LIQUIDS) Cturate CAS# Unit Quantity Quantity in Canon D3ESH.FUH. 6M76-30-2 G 322 000 323 000 SmEmaj &n G^Ucns (1 doixil nconQ Son 322X00 Mmdij April 0* 2009 ftp 6 of 6 Carlsbad 090-347 Set III Medtronic Ablation Frontiers, LLC April 21, 2009 Technical Report / Hazardous Materials Summary Page 17 Hazardous Materials Information I certify that all information contained herein, including the attachments, is true and correct I have authority to act on behalf of and bind Medtronic Ablation Frontiers, LLC, relative to matters involved in this Technical Report Approved, Occupational Services, Inc Jeffrey A Silvers, MPH, CIH, CSP Vice President 6397 Nancy Ridge Drive San Diego, CA 92121 Tel 858-558-6736 Fax 858-558-6756 Carlsbad 090-347 Set III Medtronic Ablation Frontiers, LLC Technical Report / Hazardous Materials Summary April 21, 2009 Page 18 Attachment 4 Site Plan Entire Building is One Control Area Control Area 1 Diesel Fuel Tank Outside and > 5' from Building 00r •vJ so I | I I I I I I U I I I M I I I I I I EXISTING PARKING MTTTuiiiiiiiiu MEDTRONIC ABLATION FRONTIERS, INC. CONTROL AREA1 SITE PLANtUsEEfls) pitman design, Ino «10 FARADAY AVENUE SUITE 100. CARLSBAD CA (2008 EXHIBIT EX <mn KUI JOHN) h nrrE N G N E E R S #3 RESPONSES TO PLAN CHECK COMMENTS TO FROM JESUS GOMEZ PAUL HAUSBECK PLAN REVIEW ENGINEER Glen Adamek DATE April 20, 2009 JOB ADDRESS 2210 FARADAY AVE , 92008 SENDER'S REFERENCE NUMBER 3266 - Ablation Frontiers PLAN FILE NUMBER 090347 o•or c r c CD h COMMENT NO REF DWG NO COMMENT RESPONSE General and Architectural PME Items Plumbing (2006 Uniform Plumbing Code) 42 As per DEC Engineers response the Architect to provide But, the Architect's response is "Sec Plumbing Correction Responses " Provide calculations to show compliance with UPC Table 4-1 "Minimum Plumbing Fixtures" Please include the occupancy classification and the number of occupants Provided on Sheet PO 1 Also shown on Sheet Al 1 44 Correct PO 1 to a) b) c) d) e) the water line sizing calculations show on sheet match the si/ing from CPC, Appendix A As per CPC, Chart A-4 for maximum 8 feet per second velocity in a 2-inch copper tube on,ly about 70 GPM flow can be obtained Not the 75 GPM at 7 5 feet per second as shown in the table on sheet PO 1 Also, the plans still show 85 GPM total water demand at the meter and only a 2 inch water line Please correct The GPM values and the velocity values used in the Pipe Sizing Schedules on sheet PO 1 do not match values from CPC, Chart A-4 for copper tubing The 2 inch water mam from the water meter to the building is undersi/ed as per the data provided Please correct A complete review will be done when the pipe si/e is corrected and completed b)- d) 04/20/09 Calc revised to show GPM values per Chart A-4 Calc revised to indicate Flush Tank unit conversion to 60 GPM as overall demand instead of 85 GPM 2 inch water pipe has capacity of 70 GPM V36D CARROLL RD SUITE 1DD, SAN DIEGO CA 9Z1Z1 P B5B 57B 327O F B5B 57B 3273 WWW DECENGINEERS COM r^ Cofe-Parmer's StableTemp Gravity Convection Ovens And Cole-Parmer Economical Gravity Convection Page 1 of 2 Cole-Parmer Delivering SQluHonsYouJiyjl_ Home 1-800-323-4340 Products & Services 15 Subtotal = 0 00 Items = 0 \flev New Customer? Register Technical Library myCP Account Contact/About Us Cole-Parmer Catalog > Ovens > Gravity Convection Ovens > Cole-Parmer's StableTemp Gravity Convection Ovens > Cole-Parmer Economical Gravity Convection Ovens Discontinued Product Detail Sorry, this item is now discontinued but has a suggested replacement. You can compare specifications to the suggested replacement EW-52301-00, browse similar items or contact us for more Information. (4 of 4) fPrevlousI Cole-Parmer Economical Gravity Convection Ovens click to enlarge EW-52120-04 Cole-Parmer StableTemp Economical Gravity Convection Oven, 3.1 cu ft, 115 VAC $948 00 / each (USD) Discontinued Contact Us for availability Product Rating (0 Ratings) Write a Review n Economical choice for basic drying and baking applications • Durable powder-coated cold-rolled steel exterior • Double-wall aluminum interior with I'-thlck silica-based insulation a Compact 0 7-cu ft model Is Ideal for benchtop placement These economical gravity convection ovens are designed for the budget-conscious laboratory needing to perform basic drying and baking applications Temperature Is controlled via a bimetallic thermostat from ambient 5 to 210degC. All models feature a pilot light to indicate when the oven Is In operation and a preset high temperature limit safety thermostat What's Included: two adjustable chrome-plated wire shelves, one fixed shelf, 120 VAC models have a three-wire cord and plug, 240 VAC models have a three-wire cord only Specifications Convection type Capacity 1 cu ft Temp range Temp control accuracy Control type Display No. of shelf positions No. of shelves Chamber size Overall Gravity 3 1 ambient ± 5° C to 210° C ± 9° C at 100°C bimetallic thermostat glass thermometer 3 2 18" Wx 22"H X 13-1/2"D Irt 1 /•>» U/t* **O * /*VIL| x, -1 C T>/y1»r* O Technical Info Accessories i EW-5Z1QQ-52 Additional shellf for 3 1 cu ft models Availability In Stock Price $57 15 /EA Qty ED Custom Ordering Solutions Let us find the exact product you need We have access to suppliers full lines— for products beyond what you see here Call 1-800-323-4340, Option 9, ext 6334 See details D Literature |j£)09-10 Catalog •g Cole-Parmer® StableTemp Ovens and Furnaces Brochure (579 KB) |j£)07-08 Catalog ^07-08 International Catalog. http //www coleparmer.com/catalog/productjview asp?sku=5212004&pfx=EW 4/2/2009 CcTe-Parmei 's StableTemp Gravity Convection Ovens And Cole-Parmer Economical Gravity Convection Page 2 of 2 dimensions Construction Power VAC Hz £.\J-±(£. VVA ^.O-J.//. n A 13-O/M U aluminum interior, powder-coated cold-rolled steel exterior 115 60 • Technical Library (roll over link for article summary) Bitter Brew PRODUCT REVIEWS SUMMARY Be the first to review this product Write a Review Privacy | Terms and Conditions | Returns | Careers | Press Releases | Site Map Cole-Parmer 625 East Bunker Court Vernon Hills, Illinois 60061 Phone 1-800-323-4340 Fax 1-847-247-2929 E-Mail InfoCSColcparmcr com Copyright © 2009 Cole-Parmer Sites Cole-Parmer United States Canada China United Kingdom India Feedback TESTED DAILY 02-APR VERIFY! ABOUT SSL CERTIFICATES MasterFlex com - Ordering and Technical Info FoodTechSoiirce com - Food Quality Site InnocalSolutions.com - Calibration and Certification http //www coleparmer.com/catalog/product_view asp?sku;=5212004&pfx=EW 4/2/2009 r. _..Or m '8 "an no ai n ID m n> (*><* -c. J3 ..0 ^ n Tl O M 7 81 Cw •^_i op O Approvedn 09-08-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR09067 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # PC# Project Title Applicant JESUS GOMEZ 619-299-5544 2210 FARADAY AVCBADSt 100 PCR 2121205500 Lot# 0 $0 00 Construction Type 5B CB090347 ABLATION REVISIONS TO MECH & PLUMBING Status Applied Entered By Plan Approved Issued Inspect Area Owner FARADAY POINTE-CA LLC C/O JEANNE ALLEN P O BOX 4900 SCOTTSDALEAZ 85261 ISSUED 05/27/2009 JMA 09/08/2009 09/08/2009 Plan Check Revision Fee Additional Fees $300 00 $000 Total Fees $300 00 Total Payments To Date $300 00 Balance Due $000 Inspector FINAL APPROVAL Date 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 Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired City of Carlsbad Plan Check Revision No Project Address 2JZJO Building Department Original Plan Check No C&0^ 0 5*T7 Name of Business at Project Address Contact -JEt^S, ^orniisz Contact Address 3100 FffiW AVM0£ 5UIT&. General Scope of Work_; Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person 1 Elements revised Plans Calculations Soils Energy Other Describe revisions in detail List pagc(s) where each revision is shown List revised sheets that replace existing sheets Of A doit. jro. 5 Does this revision, in any way, alter the exterior of the project? G Yes O Does this revision add ANY new floor area(s)? Q Yes j§ff No 7 Does this revision affect any fire related issues? Q Yes 1)^} No 8 Is this a complete set? |~~| Yes M No ^Signature- 1635 Faraday Avenue, Carlsbad CA 92008 Phone 760-602-2717/2718/2719 Fax 760-602-8558 pitman design, Inc. City of Carlsbad, Revised are Mechanical and Plumbing plans with the addition of a 5-ton SSHP for the server room Revised sheets include overall first floor plan, roof plan, and schedule sheet The only change to plumbing is the addition of the condensate for the new fan coil Paul Hausbeck Vice President DEC Engineers 7360 Carroll Road, Suite 100 San Diego, CA92121 (858) 578-3270 3900 Fifth Avenue Suite 290 San Diego, CA 921031 619 299 0011 f 619 299 5544 dpdesignmc com EsGil Corporation In (Partnership with (government for (BuiCdmg Safety DATE June 22, 20O9 \ JURISDICTION Carlsbad a PLAKfREVlEWES a FILE PLAN CHECK NO 090347 Rev. l(pcr09-67) SET II PROJECT ADDRESS 2210 Faraday Ave. PROJECT NAME Albation Frontiers - Office/Storage TI (add HVAC unit) 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 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 Jesus Gomez, 3900 Fifth Avo Suite 290, San Diogo, CA, 92103 XI 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 # (619)299-0011 Date contacted (by ) Fax # (619)299-5544 Mail Telephone Fax In Person 23 REMARKS The two sets of approved revised plan slip-sheets P2 2, P5 1, MO 2, MO 3, MO 4, M2 1, and all the electrical sheets (E-sheets) need to be slip-sheeted into the existing approved plan packages (City Set and Owner Set) to make-up the new revised plans packages By Glen Adamek Enclosures EsGil Corporation M GA K! EJ D PC 6/15/09 9320 Chesapeake Drive, Suite 208 ^ San Diego, California 92123 ^ (858)560-1468 4 Fax (858) 560-1576 EsGil Corporation In Partners Kip with government for (Bui fifing Safety DATE June 2, 2OO9 OARPUCANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 090347 Rev. l(pcr09-67) SET I PROJECT ADDRESS 2210 Faraday Ave. PROJECT NAME Albation Frontiers - Office /Storage TI (add HVAC unit) 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 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 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant's copy of the check list has been sent to Jesus Gomez, 3900 Fifth Ave Suite 290, San Diego, CA, 92103 I | Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # (619)299-0011 Date contacted.*I^^°l (by ,«~ ) Fax # (619)299-5544 Mail Telephone </ Fax./" In Person REMARKS By Glen Adamek Enclosures EsGil Corporation M GA |El EJ n PC 5/29/09 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 4 Fax (858) 560-1576 Carlsbad O90347 Rev. l(pcrO9-67) June 2, 2009 GENERAL PLAN CORRECTION LIST JURISDICTION Carlsbad PLAN CHECK NO O90347 Rev. l(pcrO9-67) PROJECT ADDRESS 2210 Faraday Ave. DATE PLAN RECEIVED BY DATE REVIEW COMPLETED ESGIL CORPORATION 5/29/09 June 2, 2009 REVIEWED BY Glen Adamek FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the International 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 The approval of the plans does not permit the violation of any state, county or city law • Please make all corrections, as requested in the correction list Submit three new complete 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 corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments 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 • To facilitate recheckmg, 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 • 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? Q Yes a No Carlsbad O9O347 Rev. l(pcrO9-67) June 2/2009 1 New sheets P01, PO 2, P21, P2 2, P3 1, P3 2, P3 3, P4 1, P5 1, MO 1, MO 2, MO 3, MO 4, M2 1, M2 2, M2 3, M3 1, and M5 1 were provided in the revised plan package Please provide a sheet by sheet list of the proposed changes to each new revised plan sheet provided It seems there are no changes on many of the new plan sheets'? 2 The Building Department data provided shows a new "split 5 ton unit at Server Room #120" But no revised electrical plans provided for required power for the new HVAC unit Please provide 3 Please provide revised energy design for the new HVAC unit 4 The plumbing plans do not show the mam condensate drainage system for the new HVAC unit and does not show the overflow condensate drainage system for the new HVAC unit within the ceiling space Please correct 5 A complete review of the revised plan will be done when the complete list of the changes to each sheet of the plans is provided and the electrical changes are provided ^ 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 Glen Adamek at Esgil Corporation Thank you Carlsbad 09O347 Rev. l(pcr09-67) Juiie 2,'2009 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad l(pcr09-67) PREPARED BY Glen Adamek BUILDING ADDRESS 221O Faraday Ave. BUILDING OCCUPANCY B, Fl 85 SI PLAN CHECK NO O90347 Rev. DATE June 2, 2009 TYPE OF CONSTRUCTION III-B BUILDING PORTION f Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA I! Valuation (Sq Ft) Multiplier i cb Bldg Permit Fee by Ordinance T "Er6rf"you"checKecl~Comp~"Review ancTHburly < By Ordinance at the same time Reg Mod VALUE ($) - Plan Check Fee by Ordinance Type of Review [~1 Repetitive Fee "T^n Repeats Based on hourly rate Complete Review D Other r-n Hourly EsGil Fee $10000 Structural Only Mrs @* $300 00 Comments revised plans, at hourly rate Sheet I of 1 macvalue doc +