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1985 PALOMAR OAKS WAY; ; CB090216; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-10-2014 Commercial/industrial Permit Permit No: CB090216 Building Inspection Request Line (760) 602-2725 Job Address: 1985 PALOMAR OAKS WY CBAD Permit Type: TI Sub Type: INDUST Status: ISSUED Parcel No: 2130922200 Lot #: 0 Applied: 02/06/2009 Valuation: $20,278.00 Construction Type: NEW Entered By: LSM Occupancy Group: Reference # Plan Approved: 04/09/2009 Issued: 04/09/2009 Inspect Area PD Plan Check #: Project Title: MACHINETEK- REMODEL RESTROOMS FOR ACCESSIBLITY (590 SF)& P,E&M (set gas meter), Applicant: Owner: RICHARD LUND 1985 PALOMAR OAKS CORP STE 800 COSHUKDEVTANTOD 3970 SORRENTO VALLEY BLVD 1985 PALOMAR OAKS WAY SAN DIEGO CA 92121 CARLSBAD CA 92011 619 920 2134 Building Permit $217.91 Meter Size AddI Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00 Plan Check . $141.64 Meter Fee $0.00 Add'l Building Permit Fee $300.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $4.26 PFF (3105540) $0.00 Park Fee $0.00 PFF (4305540) $0.00 LFM Fee . $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $132.00 AddI Renewal Fee $0.00 ELECTRICAL TOTAL $20.00 Other Building Fee $0.00 MECHANICAL TOTAL . $109.50 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 AddI Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (5B1473) Fee $1.00 HMP Fee ?? Fire Expedidted Plan Review ?? Green Bldg Standards Plan Chk ?? TOTAL PERMIT FEES $926.31 Total Fees:. $926.31 Tot,I Payments To Date: $926.31 Balance Due: $0.00 Insoector: . FL!4"f FINALqD7RyVL.I- Clearance: _____________ Date: NOTICE: Please take N0Tl thalapproval of your project includes the 'Imposition" of lees, dedications, reservations, or other exactions hereafter collectively referred to as 'fees/exactionsYou have 90 days from the date this permit was issued to protest imposition of these fees/exactions. It you protest them, you must follow the protest procedurest forth in Government Code Section 66020(a), and file the protest and any other required inforrñafion 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 applicafion processing or service fees in connection with this project. NOR DOES IT APPLY to any City of Carlsbad 1 .. Plan Check No. 1635 Faraday Ave., Carlsbad, CA 92008 76Q-602-2717/2718/2719 $/,'.$' Est.Value Fax: 760-602-8558 '' .... www.cárlsbadca.gov • Plan Ck. Deposit 100.00 Building Permit Application Date /09 . JOB ADDRESS SUITE#/SPACE#/UNIT# . I APN I - - CT/PROJECT# LOT# # OF UNITS # BEDROOMS # BATHROOMS CONSTR. TYPE 0CC. GROUP ll'DIDTIflM (SC WrSDIE. i.,,.I... ...... ., ,., TENANT BUSINESS NAME .' • . 4c(%/r- --ic #? 1/PE CcJ 5?D#5 1 - Jag , .• EXISTING SE PROPOS D USE. - GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CINDITIONING FIRE SPRINKLERS --- - YES 0 # NO YES NOD YES NO 0 CONTACT NAME (if Different Fern Applicant) ADDRESS ADDRESS - CITY , STATE . ZIP CITY . STATE ZIP PHONE FAX PHONE FAX z,-',' 1,95 EMAIL EMAIL PROPERTY OWNER NAME . . CONTRACTOR BUS; NAMEJ ADDRESS . ADDRESS /5'5S €.'1r4 elorw4loI CITY STATE ZIP CITY . STATE ZIP 1J4tLJ/ iz- 4 o8 PHONE FAXFAX .' PHONE FAX EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC. B STATE LIC.# . CLASS 11BUS. LIC.# [leo. 1031.5 Business and Professions (ode: Any City or County which requires a permit in construct, alter improve demolish or repair any structure, prior to its otuance, also requires the applicant for such permit to fi a signed statement 'hat he is licensed .pursuant to the provisions of the Contractor's license Law Chopter 9, commending with Section /000 of Division 3 of the Business and Professions Code} or that he is exempt there from, and the batso for the alleged exemption. Any violation of Season 1031.5 by any applicant for a permit subjects the applicant In a civil penalty of not more than nyu hundred dollars {$500}). . DO OO?OØt Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:'..' . . P I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 370001 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. . " Poliéy No.' Expiration Date ect ion need not be completed if the permit is for one hundred dollars ($1100 or less. 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 Cfitornia. WARNING: Failure to s workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (8.100,000), In addition to the cost of compens ton, da gas as pr ided for in Secti 70 I the Labor code, interest and attorney's fees, CONTRACTOR SGNATUR\'Ze~ /,OW . ' DATE ocoirio&i f@4Øt3 thereby affirm that lam exempt from Contractors License Law for the following reason: O I, as owner of the properly or my employees with wages as their sole compensafiôn, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply loan owner of properly 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 safe). C3 , I, as owner of the properly, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of properly who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). o 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 properly improvement. 11 Yes 0 No 2 I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) 10 provide the proposed construction (include name address / phone / contractors' license number): I plan 10 provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/address! phone /contractors' license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone /type of work): ,.PROPERTY OWNER SIGNATURE . . . , ,DATE oeci woo @cio@a oaciøoa oocioo oici Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? - 0 Yes 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to be constructed within 1,000 feel of the outer boundary of a school site? 0 Yes 0 No IF, ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. . . . . . - I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address oci aoc1ur i I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY INCONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void it the building or work authorized by such permit is not commenced within 180 days from the date of such permit or A the building or work authorized by such permit is suspended or abandoned at any time after ork is commenced bra period 01180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE o2 yça_ a, V Inspection List Permit#: CB090216 Type: TI INDUST MACHINETEK. REMODEL RESTROOMS FOR ACCESSIBILITY (590'SF)& P,E&M (set Date Inspection Item Inspector Act Comments 12/17/2014 89 Final Combo : PY AP 07/23/2014 34, Rough Electric PD AP 06,18/2014 43 AirCond/Furnace Set PD AP .04/14/2014 17 Interior Lath/Drywall PD . AP . S .03/18/2014 84 Rough -Combo PD PA 01/31/2012 17 Interior Lath/Drywall . PD AP © MANUFACTURING 05/26/2011 19 Final Structural TP AP SEND LETTER . 01/13/2011 14 Frame/Steel/Bolting/weldin TP AP IN- FILL WALL @ RM 1,12 01/13/2011 89 Final Combo ' TP WC 01/10/2011 92 Compliance Investigation TP P1 12/30/2009 17 Interior Lath/Drywall RB , PA ' D.W. ONE SIDE ONLY OK 12/15/2009.11 Ftg/Foündation/Piers RB'. AP . @ RESTRMS 12/15/2009 14 Frame/Steel/Bolting/Weldin RB AP .t RM 112 ' 12/15/2009 24 Roughllopout , RB . WC . . 12115/2009 34. Rough Electric RB CO RESUBMIT AS BUILT FOR ELECTRIC 11/03/2009 21 Underground/Under Floor. TP ' AP ADD 3 NEW FLR DRAINS NOT ON PLAN REV. TO.FOLLOW S 10/02/2009 21 Underground/Under Floor. .TP PA NEED C/O, FOR URINALS,.NEED PLAN REV. FOR 21N WASTE LN. @ DBL. URINALS, PLN SPEC., 31N 06/10/2009 23 . Gas/Test/Repairs RB AP OK FOR METER REL 05/12/2009 23 Gas/Test/Repairs RB CO SEE NOTICE S Friday, March 27, 2015 . S Page 1 of 1 CB0902 16 1985 PALOMAR OAKS WY MACHINETEK- REMODEL RESTROOMS FOR ACCESSIBLITY (590 SF)& PE&M (set gas meter), TI INDUST Lot#: RICHARD LUND INSPECTION RECORD INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON.THE JOB CALL PRIOR TO 4:00 P.M. FOR NEXT WORK DAY INSPECTION BUILDING INSPECTION: 760-602-2725 .....JED TO COVER DATE: 14-1 Ct I Type of Inspection Date Inspector Notes BUILDING FOUNDATION REINFORCED STEEL . MASONRY ,. GROUT 0 WALL DRAINS TILT PANELS POUR STRIPS COLUMN FOOTINGS . . SUBFRAME El FLOOR El CEILING ROOF SHEATHING . EXT. SHEAR PANELS FRAME INSULATION EXTERIOR LATH /1 — , ?C - rJ7L_ INTERIOR LATH & DRYWALL /. 3/. ,2.. FINAL PLUMBING - 0 SEWER AND BL/CO /cJ PL/CO UNDERGROUND E'WASTE - 0 WATER _______ TOP OUT 9WASTE 0 WATER (g),j p g TUB A$WSHOWER9AN TEST in GAS PIPING ('• of ,tI at 47 fas ,c e- L &e 0 WATER HEATER 0 SOLAR WATER. FINAL ELECTRICAL ELECTRIC UNDERGROUND 0 LIFER . . . ROUGH ELECTRIC WALLS ROUGH ELECTRIC CEILING ELECTRIC SERVICE El TEMPORARY El BONDING El POOL FINAL MECHANICAL UNDERGROUND DUCTS & PIPING £ L p /4- etri) 0 DUCT & PLEM. El REF. PIPING HEAT-AIR COND. SYSTEMS VENTILATING SYSTEMS FINAL CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL Sign When Appropriate Building Dept. (Inspections) (760) 602-2725 . . . Fire Department (760) 602-4660 Planning Department . (760) 602-4602 Engineering Dept. (Inspections) (760) 438-3891 Building Inspectors (7am-4pm) (760) 602-2700 . CMWD (760) 438-2722 Ext 7151 1635 Faraday Ave. • Carlsbad, CA 92008 • www.carlsbadca.gov REV 1/2008 . . . SEE BACK FOR SPECIAL NOTES 14 I. Type of Inspection Date Inspector Notes FIRE A/S UNDERGROUND A/S OVERHEAD A/S FINAL AUTO EXTINGUISHING SYSTEM . MEDICAL GAS ALARM SYSTEM Section 5416. Health and Safety Code, State of California There shall be not less than one water closet for each 20 employees orfractional part thereof working. at a construction job site. The water closet shall consist of a patented chemical type toilet. For the purpose of this section the term construction site shall mean the location on which actual construction of a building is in progress. . A violation of this section shall constitute a misdemeanor. All construction or work for which a permit is required shall be subject to inspection and all such construction or work shall remain accessible and exposed for inspection purposes until approved by the inspector. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the inspector. . . .. . ADDITIONAL NOTES. . /fl)C4 0g '2 fI'AJb/ir A72 "WA-/ 1. . p/2F4 ñi dk c t / . . I "7 i2- 72M 7-7-3 -1q E19-c70ciL/ //#I16/jt/1i . Of< 4-iJj) 4-D67 fgilTh Ar Ohritine.Wauschek From: Kevin S. Darroch [kevin.darroch@machinetek.com] Sent: Tuesday, December 14, 2010 10:58 AM To: Christine Wauschek Subject: Parcel number 213-092-22-00; plan check no: CB090216 Attachments: Sketch of removeable wall attachment design.pdf Christine - Please find attached a description and sketch of the methodology being proposed by our construction contractor to affix the removable portion of our dust enclosure wall. This detail is not included in our submitted plans therefore must be discussed and approved by our contractor and your inspector. I believe Ron BUrke, our assigned building inspector, proposed this type of attachment during a previous visit, but we thought it best to obtain his approval for this methodology before our contractor proceeds with the procedure and we call for inspection. Please have Ron review and provide feedback on this methodology so that we may proceed withthèat —ac hent of this' mble -V Vailéction Kevin Kevin S. Darroch, President Mach ineTek, a Limited Liability company Tel: 760-438-6644 Cell: 760-420-4269 Fax: 760-438-2288 4r kevin.darroch@machinetek.com A-oe C- J( 2 ~e~sd~p 4e— O :" td e 7i/ i/ft / c- / 1 1985 Palomar Oaks Way, Carlsbad, CA Parcel number 213-092-22-00 Plan check no: CB090216 LNote ......-... . ....-.. .. . . .-. . .,...-....... Tifle ... 12/14/2010J A dust containment wall has been constructed within the greater building, structure to contain dust and noise from light are incorporated in the design, as well as a large removable plug on the south-facing wall to allow future movement of additiöiiãFThäthinery 'ifito and7or outfthë room. The- rem ova bllti dhtitWiItIië_same manner as thfiffil__* walls. . . The-metho.d'..Of-attachment-o.f-the-plug-to-the-.surro.unding-w.all-structure-is-prop.osed-to-incorporate-l./2" lag-bolts-which-will pass through the framework of the plug, through spacer blocks, and thread into the adjoining framework of the primary along the top joint. . Once each attachment point is installed, drywall will be installed on the inner walls of the dust containment enclosure, with access cutouts at the location of each attachment point. These cutouts will be covered by 'removable ecorative face S?AC 3Lc< 'f2.'LaG C:o L7 4-rrA&b4a'PJt poi,jr - re c Ana LT \%/LL ON 01 Carlsbad Final Buildini Inspection 24 io Dept: Building Engineering Planning CMWD St Lit Ei2e Plan Check#: Date: 12/14/2010 Permit #: CB090216 Permit Type:' TI Project Name: MACHINETEK- REMODEL RESTROOMS Sub Type: INDJST FOR ACCESSIBLITY (590 SF)& P,E&M (set gas meter), D Address: 1985 PALOMAR OAKS WY Lot: P Contact Person: Phone: Sewer Dist: CA Water Dist: CA Inspecjed Date , By: (k,( JZT / Inspected: Approved: Disapproved: Inspected 13 Date : By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: 4- . .. 4.. 4 - ''I •7 : (Kri MachineTek Corporation 1985 Palomar Oaks Way Carlsbad, CA 92011-1307 City of CASBAD BUILDING DEPT. GAS METER s.-. , .:- ' .' 5•• ..• —. .r2 _•5•'_• .'.t-J •• .;'• • S L , •. __,• _,2 . _ ) r:F.,I'L4 I'_ FL .. •: • -.:- •. •• • c'• ' - y t IJ% ._• _• ,---.- : 7 - - l C — - ( :I •1 •• • • &. • .(. / - • • . . is wassfuli •S pressure tested at - .. . T - <-: i• - - -k-.' •• f. .,. .5.. - ?t_, ç.q5 .... .... .' • - I '5, c. _i) ;'-•• 5 . •: '! ': I (IL' .' - .'4 -F'1 •:'\ 'I $ I 4:. P.41 • •. 9- .-i_,_-__. ... 4 ....k --- ; i Ly .5 . -- - / .:' IL • -• • - '-, -•.-- Ti existing 10 spur line that services oven 12'to vertical drop - I existing main gas ______ • line continues to service three additional owed no active heaters gas applicances ____ -. • >•••-• •..• 4- - \! IlL : ---•- -• •.;ç ______________ r> -. I- - - - -- f- - . ___ - •. ______ . - .-. 1 gac 1mb drop ..11 ,. that was arIrIerI _____-• Ifivertirairirnp •. --- :. - from existing .-. ceiling mounted -. .• spur line .. • _______ • -. , r. • • - ,. - - - Reduction to 3/4" gas line rarlitirarl for ovon ---- • - 2 •iI4•• - _ ----. - - _ - • - - — — . __•__u_ ' ----- rt- -• .r -_- •- -.4 •7• •. _- -. ----- .-• — "- • - -•. -•r T ..1 : ___ =-••--- .TrT , •,:. Jt -: d • L__1 - - - .. • • - - - 1. - • - ' • - • - • _____ - - - .......•••.".•...--. • - •••-• .--. •••• --- •-• ••-•- ••'• -- •••• ••_c___• - • • •- -" •r.- -______________ se__p _s__ • p.. -... f•-- F - - • - - - • • 'U • • '• - ''. ,• v' pipe töëht iL rpOIlIatrirriIItIriA 0. '-. _.,J -._•;;_'. through roof ; - — - I 14 I Regulator is set for 1/2-2 PSI gas pressure - max 4 ii-IOU1. P1033UIC 13 '.Y-- 120 r*v -- - 1 ' •Tf v-- -U P. - -- -. • .— Gas supply line: total run is 22 of ° II Hr IMP. fIII3OOf1 1/2liOtusuetu ..± . •-• .:.. ... r. ?. .V::; :. - - - - •.V• -- -ia VI ____.---- -- .•.. - • - -- -1 - -- - V - --, • V-f--- • - -. - .-. -'_- .• .c ---r - ••V -, :. Q -.--4Vent line to roof I • - V ________ V - - -. - • - — V - .jj a - - - - • ijt.t as ine before :YJ zm zn V • V V V -. - - j J - - V . - .: ______ • 4 V - __ L... - - , --__ •'A Jj'. ___ •• V V - - ________ V V -. V - V• V - V• V.VV V -- V - • V - - % V ______ V -:- - ___ :. - • - I:, : I - : - - EsGiU Corporation In (Partners/lip with government for Building Safety DATE: April 6, 2009 U APPLICANT U JURIS. JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 09-0216 SET: IV PROJECT ADDRESS: 1985 Palomar Oaks Way PROJECT NAME: Machinetek TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI The plans transmitted herewith will substantially complywith the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LI 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. LI 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 REMARKS: Applibant is carrying perforated plans to the City. By: Bryan Zuppiger Enclosures: Esgil Corporation F-1 GA LIMB LIEJ E]PC LOG trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 I EsGil Corporation In Partners flip witfl Government for Building Safety DATE: March 30, 2009 JURISDICTION: Carlsbad PLAN CHECK NO.: 09-0216 PROJECT ADDRESS: 1985 Palomar Oaks Way PROJECT NAME: Machinetek TI SET: III U NT JURIS. U P AN REVIEWER U FILE El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. El 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. Lii The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The checklist 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: Richard Lund 3970 Sorrento Valley Road, Suite #800 San Diego, CA 92121 El 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: Richard Lund Telephone #: 619 920 2134 Date contacted: 3)o/o5 (by: (A)E ) Fax #: 858 457 6862 Mail _--Telephone Fax- In Person REMARKS: By: Bryan Zuppiger Enclosures: Esgil Corporation LII GA LI MB [1 EJ fl PC 03/25/2009 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 I Carlsbad 09-0216 March 30, 2009 RECHECK CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1985 Palomar Oaks Way DATE PLAN RECEIVED BY ESGIL CORPORATION: 03/25/2009 REVIEWED BY: PLAN CHECK NO.: 09-0216 SET: III DATE RECHECK COMPLETED: March 30, 2009 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. Please make all corrections on the original tracings and submit new complete sets of prints to: Please see #1 next page; 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. 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. 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? DYes DNo Carlsbad 09-0216 March 30, 2009 . PLANS NOTE: The items listed below refer to the item numbers from previous list. These remaining items have not been adequately addressed. The notes in bold at the end of or contained within each item are to emphasize the remaining problem. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Avenue, Carlsbad, CA 92008, and (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (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. 13. Please look at the equipment locations on Sheet E-2. Are equipment and a transformer being installed outside? Please look at the lower portion of Sheet E-2. It appears that equipment and disconnects are floating outside of the building The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code). 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. 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 Bryan Zuppiger at Esgil Corporation. Thank you. EsGil Corporation In (Partnership with Government for Bui&1ing Safety DATE March 17, 2009 D APPLICANT JURISDICTION: Carlsbad N REVIEWER FILE PLAN CHECK NO.: 09-0216 SET: II PROJECT ADDRESS: 1985 Palomar Oaks Way PROJECT NAME: Machinetek TI The plans transmitted herewith have been correctedwhere 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. El 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: Richard Lund 3970 Sorrento Valley Road, Suite #800 San Diego, CA 92121 El Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant thatthe plan check has been completed. Person contacted: Rihard Lund Telephone#: 619 920 2134 Date contactëd3/11/ö?(by..IM ) Fax #: 858 457 6862 MaiI'TeIephone Fax /in Person III REMARKS: By: Bryan Zuppiger Enclosures.- Esgil Corporation Lii GA [] MB III EJ L] PC 03t11/2009 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Carlsbad 09-0216 March 17, 2009 RECHECK CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 09-0216 PROJECT ADDRESS: 1985 Palomar Oaks Way SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 03/11/2009 March 17, 2009 REVIEWED BY: Bryan Zuppiger 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. Please make all corrections on the original tracings and submit new complete sets of prints to: Please see #1 next page; 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. 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. 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? DYes DNo Carlsbad 09-0216 March 17, 2009 . PLANS NOTE: The items listed below refer to the item numbers from previous list. These remaining items have not been adequately addressed. The notes in bold at the end of or contained within each item are to emphasize the remaining problem. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Avenue, Carlsbad, CA 92008, and (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Provide the names, addresses and telephone numbers of the owner on the Title Sheet. CBC Section A106.1.1. 10. The City requires the following notes on the plans: Unable to locate how this was addressed on the plans. WIRING METHODS: AC Cable is not allowed in A, B, E, H, and I occupancies. NM cable is restricted (without City approval) to one and two family dwellings. Note on plans that an equipment ground conductor is to be installed in all flexible conduits. The use of flexible metal conduit as a grounding means must comply with City Policy 84-36. No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. City Policy. 13. Please look at the equipment locations on Sheet E-2. Are equipment and a transformer being installed outside? There was no response to this item. 15. Please submit listing and installation requirements for all proposed equipment. Please show the installation requirements on the plans. There was no response to this item. Carlsbad 09-0216 March 17, 2009 The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code). Final structural plans, specifications and calculations must be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Please specify the expiration date of license. (California Business and Professions Code). 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. 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 Bryan Zuppiger at Esgil Corporation. Thank you. EsGil Corporation In Partners/lip with government forBui&fing Safety DATE: February 11, 2009 0 AREUCANT JURISDICTION: Carlsbad 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: 09-0216 SET: I PROJECT ADDRESS: 1985 Palomar Oaks Way PROJECT NAME: Machinetek TI El The plans transmitted herewith,have been corrected where necessary and substantially comply with the jurisdiction's building codes. El 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. El 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: Richard Lund 3970 Sorrento Valley Road, Suite #800 San Diego, CA 92121 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:,icard Lund Date contacted1"4y:.J) Mail /Telephone Fax ,An Person LI REMARKS: Telephone #: 619 920 2134 Fax #: 858 457 6862 By: Bryan Zuppiger Enclosures: Esgil Corporation 1-1 GA Li MB LIEJ [l pc 02/09/2009 trnmtI.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Cr1sbad 09-0216 February 11, 2009 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 09-0216 OCCUPANCY: B/F-1 TYPE OF CONSTRUCTION: VN SPRINKLERS?: yes DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: February 11, 2009 JURISDICTI ON: Carlsbad USE: unknown ACTUAL AREA: 590 ft' OCCUPANT LOAD: restrooms- n/a DATE PLANS RECEIVED BY ESGIL CORPORATION: 02/09/2009 PLAN REVIEWER: Bryan Zuppiger 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 2007CBC that 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 IBC Section 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.. olan sheet number. soecification section, etc. Be sure to enclose the marked uo Ii submit the crisbad 09-0216 February 11, 2009 . PLANS Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Avenue, Carlsbad, CA 92008, and (76.0) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (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 hot be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. Provide the names, addresses and telephone numbers of the owner on the Title Sheet. CBC Section A106.1.1. Please revise the Building Code Data Legend, Section numbers and Notes on the Title Sheet on the plans to match the 2006 IBC, as adopted by the State of California. Include the following code information for each building proposed: Description of Use Please obtain Fire Department aprovaI for the high-piled storage. Please submit design calculations for the racks. Where is the detail for the new plumbing wall as referenced on Sheet TI-5? Please assign all details on Sheet TI-8 to their appropriate place in the plan. Provide listing or engineered design for the suspended gypsum ceiling. Note on plan that suspended T-bar ceilings shall comply with ASTM C 635 & ASTM C 636. The City requires the following notes on the plans: WIRING METHODS: AC Cable is not allowed in A, B, E, H, and I occupancies. NM cable is restricted (without City approval) to one and two family dwellings. Note on plans that an equipment ground conductor is to be installed in all flexible conduits. The use of flexible metal conduit as a grounding means must comply with City Policy 84-36. No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. City Policy. Caris1ad 09-0216 February 11, 2009 * 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 CBC Tables 3071(1) and 307.7(2). 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 CBC 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. CBC Section 307.7. Please look at the equipment locations on Sheet E-2. Are equipment and a transformer being installed outside? Please show how transformer T-2 disconnects meet CEC Section 450.4 on the plans. Please submit listing and installation requirements for all proposed equipment. Please show• the installation requirements on the plans. The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code). Final structural plans, specificatiOns and calculations must be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Please specify the expiration date of license. (California Business and Professions Code). . 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. 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 Bryan Zuppiger at Esgil Corporation. Thank you. ,Carlsbad 09-0216 February 11, 2009 [DO NOT PAY — THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE Revised 02/18/2009 by BPZ JURISDICTION: Carlsbad PLAN CHECK NO.: 09-0216 PREPARED BY: Bryan Zuppiger DATE: February 11, 2009 BUILDING ADDRESS: 1985 Palomar Oaks Way BUILDING OCCUPANCY: B/F-1 TYPE OF CONSTRUCTION: VN BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) ti 590 34.37 20,278 storage racks 5760 cuft 1.10 6,33 Air Conditioning Fire Sprinklers $26,614 TOTAL VALUE 20,278 Jurisdiction Code Icb IBY Ordinance Bldg. Permit Fee by Ordinance Ian Check Fee by Ordinance Type of Review: E1 Complete Review $246.87 I $201.151 $160.47 I $130751 LI Structural Only El Repetitive Other Repetitive Fee Repeats E]Hourly EsGil Fee Hr. @ * $138.25 I $112.641 Comments: Fees changed at the request of City Staff to include storage racks. macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 09-0216 DATE2/6/9 ADDRESS 1985 Palomar Oaks Way RESIDENTIAL ADDITION- POOL/SPA MINOR (<170000.00) TENANT IMPROVEMENT RETAINING WALL VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER___ PLANNER Chris DATE 2/6/9 ENGINEER ( ' DATE_________ H:\AflIlN\COhJNTER/PLANNING/ENCINEEIIINC APPROVALS * stored ai "APPROVED: APPROVED: Carlsbad Fire Department Plan Review Requirements Category TI , INDUST Date of Report: 03-09-2009 Reviewed Name: Address: Permit 4: CB090216 RICHARD LUND 3970 SORRENTO VALLEY BLVD STE 800 SAN DIEGO CA 92121 BLDG. DEPT COPY Job Name: MACHINETEK- REMODEL RESTROOMS Job Address: 1985 PALOMAR OAKS WY CBAD INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot Please review y all comm -n~~Ian~s and/or specifications, caref7u117ar1r1=omme=tis attached esu M"M with changes "clouded", to this office for nd approval. Conditions: Cond: C0N0003336 [MET] THIS PROJECT HAS BEEN-REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: Eng i nee r in 40 1200 N. Jefferson St, Suite F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 e-mail: mail@sceinc.net Project Name : MACHINE TEK Project Number : H-122908-6 bate : 01/06/09 Street Address : 1985 PALOMAR OAK WAY City/State : CARL5BAb, CA 92009 Scope of Work : STORAGE RACKS Ns,1 I *\ OF C JAN 0 6 2009 Ce,crov$ Structurai Concepts Engineenng 1200 N. Jèffesón;Ste: SteF A heCA 92807 TeI'7i4.6327330Fax:714;632;63 By: ;P.. .. .MACHIN .. Prject#H-1229O8 TABLE OF CONTENTS TidePage ................................................................................................................ Table 6i.Contents ...................................................................................................... 2 Design.Dath and Definition of Componenis.. ................ ........................................... .3 CriticalConfiguration ............................................................................................... .. 4. SeismicLoads ..........................................................................................................5 to 6 Column....................................................................................................................7 Beam and Connector ................................................................................................8 to 9 Bracing .................................................................................................................... 10 Anchors....................................................................................................................:11 Base Pl ............................................................................................U ... Slabon Grade .......................................................................................................... 13 OtherConfigurations .................................................................................................14 S tructurat Concepts .: Engineering 1200 N Jefferson Ste Ste F Anaheim CA 92807 Tel 7,14,632.7330- Fax-.'714:632,1763 By S P Project MACHINE TEK Project # H-122908-6 Design Data The analyses confàrms to the requirements of the 2007 CBC and the 2002 Rack Manufacturers InstituteSepeciflcations for Steel Storage Racks (RMI) and.theASCE 7.05, section 15.5.3 Transverse braced frame steel conforms to ASTM A570, Gr.55, with minimum strength, Fy=55 ksi Longitudinal frame beam and connector steel conforms to ASTM A570 Gr 55, with minimum yield, Fy=55 ksi All other steel conforms to ASTM A36, Gr. 36 with minimum yield, Fy= 36 ksi 3) Anchor bolts shall be provided by irler per 1GC relnce onUlar and (a10.4atioi hen. All welds shall conform to AWS procedures, utilizing E70xx electrodes or similar. All such welds shall be performed in shop, with no field welding allowed other than those supervised by a licensed deputy inspector. The reinforced slab is 5 thick with minimum 2500 psi compressive strength. Soil-bearing capacity is 1000 psf. Definition of Components Front View: Down Aisle (LongitUiinal) Frame Column 3eam to Column :onnector - Base Plate and Anchors -I Panel height Frame I Depth Section A: Cross Aisle (Transverse I Frame F Horizontal Brace Diagonal Brace The components herein are designed within the guidelines of the 2007 CBC and the 2902 Rack Manufacturers Institute Specifications for Storage Racks. The final design of the system is valid only with prOper approval from the jurisdictional building;official. S 0 ;AClNETTYPE ,•- -: -; :J . • - -- •-,- - 1/20 Struct,ured Concepts Engineering 1200 N. JéffersànSte. Ste F.Anáheji'n. CA92807 'Tel: 714.6 By S P Project MACHINE TEK t#: H-122908-6 Configuration &.Summary: TYPE 1SELECTIVE RACK 49'1: 1Lt '. 12007 .CBC Seismic Criteria_#.Bm'Lvls I Ss=1.179,Fa=1.028 __Frarñe Depth_Frame . 3 .-' 48jn 1441n. : Height_#Diagonals _BearnLength,.. . . ,1081n 'Componeflt '. __.DéscnptionI '..: STRESS Column _" Fy=55Ksi ... - 0.59-OK Column Backer None -- :' _.INTlJ( LU72/3*314ga _', ___:_P=4613Ib;M=11615inIb• - ___N/A Beam Fy55Ksi Lvi1:_IntJk,50E5Hx2.75Wx0.063Trk __Lu=108'in None ___________None__. 0.56-OK Beam _Connector Fy=55Ks1 Lvi 1__4 PIN OK___I_Mconn=11119_tn-lb ____Mcap=30218in-lb _Capacity:5331'lb/pr 0_37-OK :Braçe--orzonI .Fy=55Ksi ..Intlk.1-1/2x1-1'14x3/8x16ga 0. 1870K Brace-Diagonal Fy=55Ksi IntIk1_1/2x1_1/4x3/8x169a 0.39-M se Bak. __, Fy360 -..-'.'8*5x3/8 __. _.1 I._Rxity=o in-lb '. .0.4370K. 'Anchor . ._4er.Base 0;5"x'3.25"Embed 111131 KWIKBOLTTZ.ICC.ESR:191'7,:SPECIA1INSPEC.REQD,'(TOlb) 0.01-OK- Slab 5" thk x.2500 psi slab 1000 psf Soil Bearing Pressure 036-OK Level LoadPer Stãry Force Story Force Column Column Conn. Beam Level (PL) Beam Spcg Brace 'Transv Longit. 'Axial. . MOment . Moment. Connector 1 3,000 lb 48.0 in ....52.0 in i41-lb 84th 4,613'lb 11,615."# 11,119 "# 4 PIN OK I 2. 3,000 lb . 48.0 in 52.0 in 281-lb 168 lb 3,075 lb 5,050 # 6,827 "# 4 PIN OK 3 , '3000 lb . 48.0 in. 26.0 in 422 1b 2531b 1,538 lb 3,030 °# 4,302 # 4 PIN OK I . . .. .- .. .., .Totl: 8441b 5051b - tructural " c,.oncpts' By S P Project MACHINE TEK Project # H 122908-6 Seismic Forces Configuration TYPE 1 SELECTIVE RACK Lateral analysisisperformedwithregardto the 2007CBC Sec. 2208A,2002RMI Sec 273 &ASCE7-05 sec 1553 Transverse (Cross AsIe) Seismic Loaclk. '. S DL per L= 75 lb ''- . Ss L179 V= Cs*Ip(PLO 67*PLrf+1 O*DL) ( * Ip= 0.1350 51= 0.444 Ws= (O67*PL* PL) +DL V= 0.015 (RMI Sec 2512) Fa= 1.028 = 6,255 lb Ef Base She r= 0.1350 : Fv= 1.556 Cs= 0.67*2.5*Ca/R >= 0.14 * 2/3 * SS* Fa/1.4 . Ca=0.4*2/3*Ss*Fa= 0.3232 = 0.1350 Wansv 0.135-* (225 lb + 6030 lb) (Transverse) R= 40 = 844 lb ASP Loading 1p= 1.0 PL= 1.0 Level . PL (Product Load) PL*0.67*PLrf DL : hi . wi*hi A . . A*hi 1 3,000 lb 2,010 lb 75 lb 48 in 100,080 1403 lb 617544 2 3,000 lb 2,010 lb 75 lb 95 in 200,160 2813 lb 27,005-# 3 31000. lb 2,010 lb 75 lb 144 in 300,240 422.0 lb 60,768-# 6,030 lb 225 lb W=6255 lb 600,480 844 lb =94,526 Longitudinal (Downaisle) Seismic Load Ws= (067*PL*P4.+DL = 6,'255'ib .. Eff Base Shear= 0.0808 r=:' Cs * Ip= 0 67*1 2*Cv/(RTf0 66)>=Vmin2 vlong= 0 0808 * (225 lb .+ 6030 lb) PL= = 0.0808 = 505 lb . ASD LOading (Longitudinal ) R= 6.0 Vmi= 0.015. . Y, 0.142I3s'*a/1.4 0.0808 . Cv=2/3*S1*Fv= 0.4606 Level . , . .. P1 (Product.Load) .PL*0.67PLrf . DL . . •. hi . . •.. •wi*hj ,. Fl 1 3,000.1b' 2 010 lb 75 lb 48 in 100,080 84.21P 2 j,000 lb 2,010 lb 751b 961n . 200160 . '168'3Ib 3 3,000 lb ' 2,010 lb 75 lb 144 in 300,240 252.5 lb 6,030 lb 225 lb W-6255 lb. ).480' .' 505 lb MACHINE TER-TYPE I S ' Pale of ft Structural Concepts , Engineering .. . . . . 1200: N.Jëffethon Ste, Ste F Anaheim. .1CA92807 Tel; 714.632.7330 Fax: 714632.7763 By: S.P. rojt MACHINE TEK. •. . .. .. . . Project#: .H.i22908 Downaisle Seismic Loads .. . . . Configuraon: TYPE 1 $ELECTIVE PACK y moments by applying portal analysis. Thebase plate is assumed to provide no fixity. Typicalarnc n,dc Tribirry alca d0 Seismic Story Forces . . di (am. Vlong= 5051b . El ' -. TYPI Frame n,a4c Vcol=Vlong/2=2531b . . [I El] El: [13- El :[ : F1= 84 lb F2= 168 lb El [ ....... E]'[ F- '-- F3= 253!b - I- L .Sèismic Story. Moments. Font 'Side v Conceptual Stern Mbase-max= 0 in-lb <=== Default capadty Mbásev= (Vcol*hleff)/2 . . . = 5,808 in-lb <=ir Moment.going to base Mbase-eff= Minimum of Mbase-max and Mbase-v . . Vcol =o in-lb . . . ,. . .. - N 1-1= [Vcol * hleff]-Mbase-eff M 22= [Vcol-(F1)/2] * h2 ... = (253 lb * 46 in)-0 in-lb . =.[2531b - 842 Ib]*48 in/2 . .. -. =41,615 in-lb . = 5,050 in-lb ----. . - .. . hi hieff Mseis= (Mupper+Mlowei-)/2 . U- I L Mseis(171)= (11615 in-lb + 5050 th-Ib)/2 Mseis(2-2)= (5050 in-lb + 3030 in-lb)/2 Beam to Column Elevation = 8,332 in-lb . = 4,040 in-lb .. •' . . . . . .-.. :bamtflary.oT forces . . . LEVEL hi Aaal Load Column Moment Mseismic Mend fixity Mconn Beam Connector 1 48 in 4,613 lb 11 615 in lb 8,332 in-lb 2,787 in lb 11,119 in lb 4 PIN OK 2 48 in 3,075 lb 5,050 in-lb 4,040 in-lb 2,7B7 in1b 6,827 in-lb 4.PIN OK 3 48 in 1,538 lb 3,030 in-lb . 1,515 in-lb 2,787 in-lb 4,302 jr-lb 4 PIN OK Structurai Coricepts Column Configuration TYPE 1 SELECTIVE RACK Conforms to theye quirement§ of Chapter CS of the 1996 AIR Cold Formed Steel Design Manual for combined bending and axial loads SectionPropertlés Section: INTLK LU72/3x3x14ga 300 in Aeff = 0.643 in"2 ly = 0.749 in"4 , Kx 1.7 Ix= 1.130in"4 Sy=0.4931n"3 Lx= 48.0 in - - Sx=0.753in'3 ry= 1.080 in Ky- 1.0 . is in N 3.000 in rx= 1.3261n .I- 55ki L'ei 52.0 in H Qf= 1.67 Cmx= 0.85 . Co= 1.0 , E= 29,500 ksi . . 0.75 in Loads, •.- •.. ..•• . . . ,, -• , .. ,. . Axial=P= 4,613 lb Moment=Nx 11,615 in-lb (Column stresses @ Level 1)) Axial Analysis .........., .. . . .•. , .. . KxbQrx = 1.7*48"/1.326" KyLy/r,' = 1*52/1.08 n .. . Fe> Fy/2 .61.5 . . 4e.1 . RFy(1Fy/4Fe) 55 ksi[1-55 ksi/(1-76.9 ksi)] Fe= n A2F,/(Wr)maxc,2----,Py/2= 27.5 ksi '= 45.2 ksi = 76.9ks1 Pn= AeffFn Qc= 1.92 Pa= Pn/Qc = 29,040 lb ' = 29040 lb/1.92 = 15,425 16 P/Pa= 0.30 >. 0.15 Bending Analysis . . . . .. . . •.• ' •. .•- Check P/Pa + (Cmx*Mx)/(Max*ljx) < 1.33 P/Pao + Mx/Max :5 1.33 Pno= Ae*Fy. • - ' Pao= Pno/Qc Myield=My= Sx*Fy = 0.643 in"Z *55000 psi = 353651b/1 92 = 0 753 in"3 * 55000 psi = 35,365 lb • , 18;419 lb =41,415 in-lb Max= My/Qf Pcr= nA2EI/(IQ)maxA2 = 41415 in-lb/1.67 ' = A*95()() li/(1.7*48 iñ2 = 24,799 in-lb. . 49,411 lb iix {1/[1(Qc*P/Pcr)]}/1 = {1f[1_(1.92*4613 lb/49411 lb)]}'-i =0.82 Cmb1nèd Stresses . • . •• '. , . . , . (4613 1b/15125-W)+ (0 811615 iri4b)/(24799 In1b*0 82) = 0.79 <1 33, OK (EQ CS-i) (4613 1b118419 lb) + (11615 in-1b124799 in-lb) = 0.72 <1 33, OK (EQ C5-2) MACINETEE I of iU lI12OO9 - $tnjctural Concepts tI Engineering By: S;P. te.F Anaheim. CA 92807Tel:714.632.7330Fa) MACHINE TEK Beam Configuration: TYPE 1 SaEC11VE RACK The beam to colurtin connection is.asumedto provid&partiai endThdty forthe beamframe. The end m6ment,calcUlated.herein is added to the lateral force force portal moment when analyzing the connection capaaty. Section Properties c ... 2.750ni Beam Member= Inlik 50E 5Hx2.75V0.063'Thk t5O n .3 Beam at Level =1 - DL= 50lb/ft T11'1 1 Beam Type= Formed Thidos 0.0 3 i• I 625 In Ix 286 in-4 Beam Shape Step - IJ 4 Sx= 1.094 in'3 Impact Factor (a)=(1-25%/2)= 0.875 °°° n in Length=L= 108.0 in II °•° Lu= 108'.0 in Loads . .. ..• •- .• . 0 % End, Rxity=20% -- -- 0 = 0.2 Coeff 5= 0.108/0.125 =64 Mcenter= B*(wLA2/8) Mcenter= Mcenter(simple ends) 0*Mcenter(flxed ends) = 0 864*(wL2J8) = wL"2/8 V.2 A2/12) Mends= O*Mmax(fixei ends) -- = wL'2/8 A2/60 = (wLi2/12)*0.2 - = 0.108 * A2 = 00167*WL2 Fy= 55,000 psi Fy = 33,000 psi R)-eff= 33,000 psi Live Load/Pair= 3,000 lb Dead Load/Pair= (5 lb/ft) *'2- * 108 in/12 Dist Load=w= 14 3 lb/in =90lb Mcenter= 0:108* wL'2 Mends0.0167*wL2 = 18,021 in-lb - = 4787 in-lb Bending. . :.. . - .. . .• •. M= 18,021 in-lb fb= (M/Sx)/a fo/F'o= 18826 psi/33000 psi = 18,826 psi = 0.57 <= 1.0, OK - Bending Capcity= 5,331 lb/pair. <=== Critical Dëflectioñ Defl-allow= 1/180 Def1= B * [5A4/(384*E*)] = 0.600 in. = [5*43 !b/in*(108 iñ)I.4/(384*29.5x106 psi * 2.864 inA4)]*0.864 0.259in 0.6 in, OX Deflection Capacity= 7,068 lb/Pair . . AlloWable load per bern pair= 5,331 lb 0 MACH I.N&TEc-iyrE.Ir.-:-..... r !3C ..of .. .0-.T. .I /G/2.009 Stry ura eois ngineering 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 y: S. P. Project: MACHINE TEK Project #: 11- I 22908-G 4 pin Beam to Column Connection TYPE 1 SELECTIVE RACK Mconn max= 11,119 in-lb Load at level 1 2"TYP 6" 1/2" Connector Type= 4 Pin Shear Capacity of Pin PIN DIAM= 0.44 in Fy= 55,000 psi Ashear= (0.438 in)A2 * P1/4 = 0.1507 in"2 Pshear= 0.4 * Fy * Ashear = 0.4 * 55000 psi * 0.1507in"2 3,315 lb Bearing Capacity of Pin Per the1990 AISI Cold Formed steel Manual, Sec E3.3: ttol= 0.08 in Fu= 65,000 psi Omega= 2.22 alpha= 2.22 Pbeanng= alpha Fu diam IF tcol/Omega = 2.22 65000 PSI 0.438 IN * 0.075 IN/2.22 = 2,135 lb <3315 lb Moment Capacity of Bracket Edge Disnce=E= 1.00 in Pin Spacing= 2.0 in C= P1+P2+P3+P4 tdip= 0.18 in = P1+P1*(4.5"/6.5")+P1*(2.5"/6.5")+P1*(0.5"/6.5) = 2.154*P1 Mcap= Sdip * Rending SINCE C*d= Mcap = 2.154 = 0.127 IN"3 * 0.66 * FY = 4,610 in-lb Fy= 55,000 psi Sdip= 0.127 in A3 AND d= E/2 = 0.50 in Pclip= Mcap/(2.154 * d) = 4610.1 in-lb/(2.154 * 0.5 in) Thus, P1= 2,135 lb =4,281b . Mconn-allow= [P1*6.5°+P1*(4.5"/6.5")*4.5" +P1*(2.5/6.5")2.5" +P1*(0.5/6.5)*0.5"]*1.33 = 2135 LB*[6.5"+(4.5"/6.5")*4.5"+(2.516.5')*2.5"+(0.50/6.5')*0.5J*1.33 = 30,218 in-lb > ticonn max, OX MACHINE TEIc-Th'FEJ ;.•:•• .. . af . :...r. r . S •.SS•• S. - S . .. S.- S S _ ,S S S S-tructurai ()rCPtS . S E l , ngineering S 5 1200 N Jefferson Ste Ste F Anaheim CA 92807 Tel 714 632 7330 Fax 7146327763 By: S.P. . Project:. MACHlNE TEK.rójéct# H.122968-6 Transverse Brace Configuration TYPE 1 SELECTIVE RACK Section Properties - . .. . . ....... .. . . .. . Diagonal Mernber=Ifltlk 1-1/2x1-1/4x3/8x16ga S Horizontal lember InUk 1-1/2x1-1/4x3/8x169a Area= O.258 in' 1.500 in 2 . j.5ooin ...,, Area= O.2581n"2 . k S r min= 0.460 in I. I r rnin= 0.460 in I _. S Fy55,000psi S .1 .Fy=55,000 1.250 in psi L K.1;O. L K= 1.0 S 111.250th Qc=1.92 J J . S JJ S - 0.375 in S _$ 0.375 in Frame. Dimensions. ...'-- . S . S S •, 55 5 5 . 5. . Bottom Panel Height=H= 520 in Clear Depth=DB*2= 420 in S Frame'Depth D= 48.0 in X Brace= NO S S Column width=B= 3.0 in S Diaäonal Member . . S • . S ..........S S V=VtrAnsv= 844 lb 5 Ldiag= [(DB*2)s2 + (H-6)"2]"1/2 '. (kl/r)= (k * Ldiag)/r mm =(1.x62.34n-/0.46 in S • S = 135.4 in S Pmax= V*(Ldiag/D) . Fe= pi2*Ef(kl/r)A2 = 1,095 lb S = 15,881 psi S -• . S SINCE Fe<Fy/2, Fn= Fe Pn= AREA*Fn - = 15,881 psi . S = 0.258 in"2 * 15881 psi S S - =4,0961b Pallow= Pn/Q S = 4096 lb /1;92 S S =2,1331b S fa/Fa= . 0.51 <= 1.33 OK S S Hôrizóntal brace Pmax=V= 8441b S (ki/r)= (k * thoriz)/r ruin Fe= pVs2*E/(klJr)A2 Fy/2= 27,500 psi - - = (1 x48 in) /0.46 in = 26,764 psi S - 104.3 in Since Fe<Fy/2, Fn=Fe p1,= Ap,EA*FI, PàllOW= Pnf 55 = 26,764 psi - = O.2 264 Ki = 6902 lb /1.92 .5 S = 6,902 lb . . = 31595 lb fà/Fa= .0.23 <= 1.33 OK S S - MACNEIEEI. .: • ;': --- S S Anchors Configuration: TYPE 1 SEIECT1VE RACK • Loads. Vtmns=V= 844 lb pLlFrarne= 225 lb PL/Frärne= 9,000 lb Frame Depth=D= 48.0 in Wst=(0 9*DL+PL)total= 9,203 lb l-ttop-M=H= 1440 in Li © TOP= 3,000 lb # Leiel= 3 # I= 2 DL*0.90= 681b T Lateral Ovt Forces=(A*hI)= 94,526 in-lb Total Dead Load per Bay=DL= 225 lb Fully Loaded rack S SIDE ELEVATION -. Vtrans= 844 lb Môvt (Fi*hi)*j.15 Mst= Wst * D/2 T= (Movt-Mst)ID. = 94526in lb * 1.15 = 9202.5 lb * 48 in/2 = (108705in lb 220860 in-lb)/48 in = 108,705 in-lb = 220,860 in-lb = -2,337 lb No Uplift ToD Level LóadedOnlv Critical Level= 3 Hgt.@ LA 3= 144.0 in HtoD ratio= 3 V1=Vtop= Cs * Ip * Ws >= 350 lb Movt= V1*Htop*1 15 + V2 * H/2 = 0.135 * (3000 lb) = 405 lb * 144 in * 1.15 + 30 lb * 144 in/2 = 405 lb = 69,228 in-lb V2=VDL= Cs*!p*DL = 30 lb T= (Movt-Mst)/D Mst= (PLO top + 0 9*DL total) *D12 = (60228-in-lb 76860 in-lb)/48 in = (30001b+2251b*0.9)*481n/2 ='-1591b No Uplift = 76,860 in-lb Anchor • iaI uflpethon,siiidiCETiIY) Pullout Capadty=Tca= 2,178 lb Shear Capacity=Vcap= 2,839. lb Tcap*Phi= 2,897 lb Vcp*Phi= 3,776 lb Fi.illy Loaded: Phi= 1.33 211lb/3776lb)A1.66= 0.01 <= i0 OK Top Level Loaded: (0 1b12897 lb 1.66 + (101 lb/3776 lbAL66= 000 <= 1.0 OK Bäseplate=.8x53/8 . . EffWidth=W = 800 in a = 300 in a %P EffDepth=D= 500in Andiorcc =2*a=d= 6.00 in Column Width=b = 300 in N=# AnchorfBase= 2 Mb Column Depth—d= 300 In Fy = 36,000 psi 7 —fl-i L = 250 in. . . b L. Plate Thickness=t = 0.375 in w . -. u DownAisleLoads.- . . . ..... . . . ..-. .•, P = 4,f21316 . Mbase=Mb = 0 in-lb Axial Bearing stressfa = P/A = P/(D*W) M1= wL'2/2= fa*L2i2 = 115 psi . = .360 in-lb Moment Stress=fb = M/S = 6*Mb/[(D*B2} Moment Stress=fb2 = 2* fb * 1/W = 0.0 psi . =0.0 psi Moment Sbess=fbl = th-fb2 M2= fb1*Ls2)/2 0.0 psi = 0 ir-lb M3 = (1/2)*fb2*L*(2/3)*L = (1/3)*fb2*LA2 Mtotal = M1+M2+M3 = Gin-lb . • = 360 in-lb/in S-plate =(1)(tA2)/6 .. • . Fb = 075'F1.33 = 0.023 in"3f1n = 35,910 psi fo/Po = ,Mtotal/[(S-plate)(R)] - .0.43 .0K - :. • Tanchor = (Mb(P*0 9)(a))/[(d)*N/2] Tallow= 2,897 lb OK = -2,076 lb • . No Tension . . - ,Ifl •. ' -- Structurai . . 1206N. Jerson Ste. Ste* Anaheim. CA 92807TeI: 714632.-7-330-Fax:.714632.63- By S P Project MACHINE TEK Project # H 122908-6 Slab on Giade • . . Configuration: TYPE 1 SELECTIVE RACK...... Slab sa Lb ...... E Aisle __ / Down Aisle T IF SLAB ELEVATION . . BaseIate an View Base Plate width=a= 3.00 in . eff. Plate width=c= 8.00 in Transverse Flev B= 8.00iñ depth=b= 3.00 in eff.Platedepth=e= 5.00 in D= 5.00 in . . . Concrete..Soil fc= 2,500 psi fsoil= 11000 psI. tslab=t= 5.0 in . Movt= 108,705 in-lb Load= 4,500 lb 2;265 lb : 'se=L)L+F'L+'e= b,b// ID Pu= 1.29?L + 0.85*PL + 1.4*Pe . Fpunct= 6&"phi'sqrt(f'c) 7i131 lb -=86.5 psi Apunct= [(c+t)+(e+t)]*2*t .- fvtP.1' Pu/(Apunct*Fpunct) =.230.0i2. . . . . . .- ....=.. 0.359 . <-1.00K Slab Bending . •.I . . . . . .- . . . . . ASoil= (Pse5i44)/(f.Oil) 1= (Asoil)'0.5 . y= (c'e)"0.5 + t52 = 990 in A2 = 31.46 in = 16.3 in x= (L-y)12 . . M= w*xA2/2 S-slab= 1*tA2/6 = 7.6 n (fSOil*x2)/(144*2) . 4.17 in = 5*(ji)*(fc)A05/14 =.199.0 in-lb : th/R= M/(Sslab*Fb) 116.07 psi . . . . •.- 0.411 <= 133,.OK. Load Case 2: Static Làads. - .. . - . .• .. . . . ,. DL= 113 lb PL= 4,51J0 lb DL+U=Ps= 4,613 lb Puncture Pu= 1.2*DL -I- 1.45PL -. : --..-: ..--.: Fpunct= 2.66*phi*sqrt(f'c) 6,435 lb Apinct= [(c+t+(e+01*2*t . . . fv/Ev= PLi/(Apunct*Fpunct) 230in'2. .0.324 .< =1.00K Slab Bending ...... : :-' .. . . .(FS*144)/fsoil) L= As61y05 . . .y= (c*e)A0.5 + t52 . =664 ft)\ 2 = 25.77 in = 16.3 in x L)/2 N= w*xF2/2 S-slab= lt"2/6 - = 4.7 in - • . = (fsoil*xA2)/(144*2) . =4.17 in A3 Fb= 5*(phi)*(rc)o511.4 . = 775 in-lb . lbJFb='-Mf(Siab*Fb) =.116.07pss . . .. . - . ...... <=1.0,-OK MACHINE TEIc-ri'FE of 1Y. .:- Strucliural concepts. cIy Engineering By: S.P. Project: MACHINE TEK Project #: H-122908-6 Configuration & Summary: TYPE 2 SELECTIVE RACK Air 14* 57 + + - 12O 2007 CBCseisrnic'criteria, # Bin Lvls Fraine Depth Frame.Hei htt #'Diaaonals I Beam Ss=1'179, Fa=1.028: 3 48 in I 1441n Component . , . Desiption . . STRESS,. Column . . . Fy=55Ksi INTliC W72J3x3xi4ga ' : P4613 lb, Mr'11615 in-lb ' 0.59-OK Column Backer ' None . None N/A Beam --'- y=55Ksi' LA 1: Ink 50E 5F*2.75W*0.063°Thk ' Lu=120iir' —Capacity: 4527 lb/pr 0.660K 'Beam çonnector .Fy=55Ksi LA 1: 4 PIN OK ' Mconn=10657 in-lb. . Mca=30218 in-lb 0.35-OK Brace-Horizontal . 'Fy-55Ksi ' . : Iritik. 1-1/2x1-1/4x3/8x16ga . . . . 0.18-OK Brace-Diagonal ., Fy=551(si . . . ' Intik 1-1/2x11/4x3/8x16ga . . . . . ' . 0.39-OK Base Plate Fy=36Ksk,' .. ' ' 85x3/8, '. , '. . Fixity=oin-lb ' 0.43-OK Anchor 2 per Base 0 5 x 325 Embed HILTI IQNIKBOLTTZ ICC ESR 1917, SPECIAL INSPEC REQD (t=0 lb) 001 OK Slab:. . ' 5thkx 2500 psi slab.1000 psI SoilBearing Pressure . . 0.36-OK Level Load Per Story Force StOry Force. Column Column Conn. Beam Level (PL) Beam Spcg Brace Transv . Lóngit. . -. Axial Moment Moment. Connector 1 ' 3,000!b 48.0 in 52.016 141 lb . ' 841b ' 4;613 lb 11,615 # 10,657 # 4 PIN OK 2 3,000 lb 48.0 in 52.0 in 281 lb 168 lb . 3,075 lb 5,050 "# 6,365 # 4 PIN OK 3 . 3,000 lb 48.0 in 26.0 in 422 lb 253 lb 1,538 lb 3,030 # 3,840 "# 4 PIN OK Total: 8441b. ' 5051b Notes . S • S ' S , •1 MACHINE TER-TYPE 2 • . -z:: Page of\ 1 /G/2009 .:. .: K LAUS B R UC KN ER 4105 Sorrento Valley Blvd. AND ASSOCIATES San Diego, CA 92121 Tel: (858) 677-9878 Fax: (858) 677-9894 - MANUFACTURING & WAREHOUSE TENANT IMPROVEMENTS 1985 PALOMAR OAKS WAY CARLSBAD, CA 92011 HAZARDOUS MATERIALS & MISCELLANEOUS STORAGE REPORT Rev 1.2 March 2, 2009 .n'4t 0 SAN DIEGO REGIONAL bCC" HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE. I I Business Nam ( Business Contact Telephone # p — 24g Project Address City State Zip Code I APW Mailing Address City State Zip Code I Plan File# 1 Project Contact Telephone# 11W iuuuwiny quusluurls represent we IaclIuIy-s activities, Nui me specific project descriptions PART I: FIRE DEPARTMENT - HAZARDOUSMATERIALSDIVISION:OCCUPANCYCLASSIFICATION: Indicate by cirding the item, whether your business Will use. process, or store any of the following hazardous . materials.Ifanyoftheitemsare_circled,applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Explosive or Blasting Agents 5. Organic Peroxides 9; Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards Flammable/Combustible Liquids 7. Pyrophoncs 11. Highly Toxic or Toxic Materials 15. None of These. Flammable Solids• 8. Unstable Reactives 12. Radloactives (619) 338-2222 prior to the issuance of a building permit. FEES ARE REQUIRED..-. . Expected Date of Occupancy: YES NO 0 04 Is your business listed on the reverse side of this form? (check all that apply). 0 Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 ,. II 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 quantity? 0 Will your business use an existing or Install an underground storage tank? D I Will your business store or handle Regulated Substances (CalARP)? 0 ( Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? the answer to any of the D. CA 92101. 0 CaIARP Exempt Date Initials o CaIARP Required Date Initials C3 CaIARP Complete Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92.131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 3 or 4 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demolitionorrenovation of residential structures of four units or less. Contact the APCD for more information. YES NO 0 Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at httn://www.sdapcd,orp/lnfo/facts/Dermits,Ddf, and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD If you have any questions). 0 0 (ANSWER ONLY IF QUESTION 1 IS 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 htto./twvtw.cde.ca.aovlrelsd/; or contact the appropriate school district). 0 Will there be renovation that Involves handling Of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? '0 . IB Will there be demolition Involving the removal of a load supporting structural member? Briefly describe business a ivities: Briefly describe proposed project: I declare erpa__'o___whh1__of my knowledge and beliefft-Lesp9mgRhade herein are %w-"nd 7 Name of owner or Authorized Agent . Signature of Owner or Authorized Agent Date FOR OFFICAL USE ONLY: . FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: _. . . BY: . DATE: I _EEMP1P9NOFURThER I ORMA11OP'IREQUIRED...._ .RELEASED FOR BUILOING.PERMI1 IUtNOTFOR.00CUPANCY. RELEASED FOR OCCUPANCY COUNTY-HMD APCD . COUNTY-HMD APCD COUNTY-HMD APCD HM91 71 (08/06) . County of San Diego - DEH - Hazardous Materials Division Storm Water Compliance Exemption Form - I am applying to the City of Carlsbad for the following type(s) of construction permit: Building Permit Right-of-Way Permit [:]My Patio/Deck My project is categorically Fire Additional Re-Roofing EXEMPT from .the requirement to prepare a Fire Alarm Sign (SWPPP) because it only requires issuance of Mechanical Sprinkler storm water pollution prevention plan Fixed Systems Spa-Factory one or more of the following permit types: Mobile Home Water Discharge Plumbing Project Storm Water Threat Assessment Criteria* No Threat Assessment Criteria My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the 'no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tier I - Low Threat Assessment Criteria fl My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: Results in some soil disturbance; and/or Includes outdoor construction activities (such as roofing, saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 - Moderate Threat Assessment Criteria My project does not meet any of the Significant Threat assessment criteria described below and meets one or more of the following criteria: Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tier 3 - Significant Threat Assessment Criteria Ji My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, 1=1 My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). I certify to the best of my knowledge that the above checked statements are true and correct. I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. *The City Engineer may authorize minor variances from the Storm Water Threat Assessment criteria in special circumstances where it can be shown that a lesser or highte Construction SWPPP Tier Level is warranted. Project Address: Assessor Parcel No. Th4rn fr, 4?'. Owner/Owner's Authorized Agent Name: TO, Owner/Owner's Authorized Agent nature: Date: City concurrence: NO ) aB Date: /o9 Project ID: i3 9 J lam Building Planning 2-p -09• ________________ Engineering Fire F.O.G. - HazMaVAir Quality ' Health i-orms/ees Sent Rec'd Due?- By HazMaVHealth Workers Comments Date •fl(. Date Date Need? O bone ODone - O Done O Done CB090216 1985 PALOMAR OAKS WY MACHINETEK- REMODEL RESTROOMS FflR ACCESSIBLITY (590 SF)&PE&M(set,gaSrneter) &' Pi't 5T69/V3E Y&EUWt F C! ti icy 2..) (afo F -G Cri L- . Approved - Date By ()3 2p CO -3O k ftj 10 06 i flC/LJd,c1 - 7d 4'frL 722k, (I1 10 s1o(o C_crc' Lf5 Ci - CA)) 1-91,,2tllp / , k (. . ........ City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 11-02-2009 Plan Check Revision Permit No:PCRO912I Building Inspection Request Line (760) 602-2725 Job Address Permit Type: Parcel No: Valuation: Reference #: PC #: Project Title: 1985 PALOMAR OAKS WY CBAD PCR Status: 2130922200 Lot#: 0 Applied: $0.00 Construction Type: NEW Entered By: CB090216 Plan Approved: Issued: MACH INETEK-REVISE BATHROOM Inspect Area: LAYOUT, ADD NEW WALL TO CONTROL DUST FROM MILLS ISSUED 09/16/2009 RMA 11/02/2009 11/02/2009 Applicant: JIM WINCHESTER 15655 VISTA CATALINA 92082 760 419-6006 Owner: 1985 PALOMAR OAKS CORP 10423 RICHARD RD SAN DIEGO CA 92127 Plan Check Revision Fee $161.25 Additional Fees $0.00 Total Fees: $161.25 Total Payments To Date: $161.25 Balance, Due: $0.00 FINAL APPROVAL Inspector: 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 tees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. Project Address Contact _-k'( WI1f/c,%i Contact Address_ General Scope of Work_ Original Plan Check No. Date Email City1/,4tL41 Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: Plans Calculations Soils E1 Energy OtherAj ____________________________ 2 Describe revisions in detail 3 List page(s) where each revision is shown 4 List revised sheets that replace existing sheets 2'tr 2-97 */ 5 Does this revision, in any way, alter the exterior of the project? Yes No 6 Does this revision add ANY new floor area(s)? I1 Yes ( ,No 7 Does this revision affect any fire related issues? Yes No 8 Is this a complete set? El Yes No 'Signatur 1635 Faraday hue, Carlsbad, CA 92008 Phone: 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 www.carlsbadca.gov EsGil Corporation In Parnersfiip wit/I government forBui1Ttuing Safety DATE: 10/23/09 JURISDICTION: City of Carlsbad UPPLICANT U PLAN REVIEWER U FILE PLAN CHECK NO.: 09-0216 PCR09-121 SET: II PROJECT ADDRESS: 1985 Palomar Oaks Way PROJECT NAME: Machinetek 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. LI 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. Lii The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. El 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. El 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 REMARKS: Applicant to slip sheet revised TI sheets to City set of Structural, Electrical and Plumbing sheets. . By: Doug Moody Enclosures: Esgil Corporation LI GA LI MB LI EJ LI Pc 10/19/09 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In(Partnership with government for (Bui&fing Safety DATE 9/28/09 CANT JURISDICTION: City of Carlsbad U PLAN REVIEWER 0 FILE PLAN CHECK NO.: 09-0216PCR09-121 SET:I PROJECT ADDRESS:. 1985 Palomar Oaks Way PROJECT NAME:Machinetek TI • LII 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. LI The applicant's copy of the, checklist is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Jim Winchester . 15655 Vista Catalina, Valley Center, CA 92082 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: ,JirnyVinchester • . Telephone #: 760-419-6006? Date coytacted 'tfZ 7by 119 ) Fax # Mail Telephone Fax In Person LII REMARKS: . • • . By: Doug Moody. . . . Enclosures: Esgil Corporation •• F-1 GA [J MB. LI EJ LI PC :9/21/09 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 0 San Diego, California 92123 • (858) 560-1468 0 Fax (858) 560-1576 City of. Carlsbad 09-0216 PCR09-121. .' 9/28/09 PLAN'REVIEW'CORRECTION LIST TENANT IMPROVEMENTS - PLAN CHECK NO 09-0216 PCR09-121 JURISDICTION City of Carlsbad OCCUPANCY B/F-i USE unknown TYPE OF CONSTRUCTION: VN ACTUAL AREA: 590 ft2. r SPRINKLERS? yes OCCUPANT LOAD restrooms- n/a DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ES.GIL CORPORATIOft 9/21/09 DATE INITIAL PLAN REVIEW PLAN REVIEWER Doug Moody COMPLETED: -0/28/09 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 issuancèofa building permit. . .: •... Code -.sections cited are based on the 2007 CBC that adopts the. 2006 IBC. The following items listed need clarification, modificatibnor change. All items must be satisfied before the plans will be 'in cohformance with the cited codes and r'ogulations. Per IBC Setion 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 m has been addressed, i e, plan sheet nuber, specification section, etc Be sure to enclose the marked up list when you submit the revised plans City of Carlsbad 09-0216 PCR09-121 . 9/28/09 0 PLANS Please make all corrections on" the original' tracings, as requested in the correction list. Submit three sets of 'plans for commercial/industrial projects (two sets of pians for residential projects). For expeditious processing, corrected sets can, be submitted in one of two ways: Deliver all corrected sets of plans and calculations/repo'rts directly to the City of Carlsbad Building Department, 1635 Faraday Avenue, Carlsbad, CA 92008, and (760) 6Q2-2700. The City will route the plans to EsGil Corporationand. the Carlsbad Planning,, Engineering and Fire Departments. Bring one corrected set of plans. and calculations/reports to EsGil COrporation, 9320 Chesapeake Drive, Suite 208, San. Diego, CA 92123, and (858)560-1468'. Deliver all remaining sets of plans and calculations/reports'diectly to the City. of Carlsbad Building Department for routing to their Planning, E.hgiheering and Fire Departments. NOTE: Plans that are submitted directly'tQ EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departmentsuntilrèviewby EsGil Corporation is complete. 1. Each sheet of the plans must he signed by'the person responsible for their preparation, even though there are no structural changes'. Business and Professions Code. 2,. The permitted set had notes added to the cover sheet that must be added to the new cover sheet. A106.1.1. Please clarify the partition legend to show, the nb'.aititiois in the restroom and reference the correct construction detail: A1.06A . 1 . ' . '• ' , Please provide a revised enlarged restroom. plan (1 and 2dn TI-1-0) showing the new interior walls and the required clearances 5 Please clarify the plans to show the required 18 strike edge clearance at the new door at the hallway to the manufacturing room.' To speed up the'review process, note on' this list (o(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'he. been made to the, plans' that are not a result of corrections from this list. If there are other changes, please briéfly.describe them and where they are located in the plans." Have changes been made to the plans not resulting from this correction list? Please indicate Yes U No U The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive Suite 208, San Diego, California 921.23; 'telephone nu'niber o,f-858/560-1468, to'.perform the plan review for your project.. If you have any questidn,srgardi'ngfhes'eplan. review items,' please 'contact Doug Moody at Esgil Corporation, Thank -'ou. , - City of Carlsbad 09-6216 PCR09-121 9/28/O [DO NOT PAY— THIS IS. NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 09-0216 PCRO9-121 PREPARED BY: Doug Moody DATE: 9/28/09 BUILDING ADDRESS: 1985 Palomar Oaks, Way BUILDING OCCUPANCY: B/F-1 TYPE OF CONSTRUCTION: VN BUILDING PORTION ,' AREA (Sq. Ft.) ' Valuation Multiplier Reg. Mod. V VALUE ($) V Revision Air Conditioning Fire Sprinklers TOTAL VALUE V Jurisdiction Code ' cb IBY Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance H I $161251 Type of Review: Li Complete Review Li Structural Only Li Repetitive Fee -JII Repeats * Based on hourly rate Li Other Hourly 1.5 Hrs. @ * EsGil Fee $86.00 V I $129.001 Comments: macvalue Vdoc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER PCR 09-121 DATE 911719 ADDRESS 1985 Palomar Oaks Way RESIDENTIAL ADDITION- POOLISPA. MINOR (4171000.00) TENANT IMPROVEMENT, RETAINING WALL COMPLETE OFFICE BUILDING VILLAGE FAIRE OTHER Interior T.I. PLANNER Chris S n DATE 9/17/9 C ENGINEER DATE 9/// __ a9 II:\ADMIN\WIJNI'ER/PLANNING/ENGINEERING APPROVALS Carlsbad Fire Department BLDG. DEPT COPY Plan Review Requirements Category: PCR, Date of Report: 11-02-20,09 Reviewed by: 07~ Name: JIM WINCHESTER Address: 15655 VISTA CATALINA VALLEY CENTER CA 92082 Permit #: PCR09121 Job Name: MACHINETEK-RE VISE BATHROOM Job Address: 1985 PALOMAR OAKS WY CBAD INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: C0N0003688 [MET] APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 11/02/2009 By: DF Action: AP 4,JC(Z E/Cc'M1 Uc4L M4,Cd1044K16 -54U-,PF-0,0L-xE-c.t,Pe. (iJc 4O ./ Carlsbad Fire Department Plan Review Requirements Category: PCR, Date of Report: 10-19-2009 Reviewed by:___________ Name: JIM WINCHESTER Address: 15655 VISTA CATALINA Permit #: PCR09121 VALLEY CENTER CA 92082 APPLICANT Cop,,.,, Job Name: MACHINETEK-RE VISE BATHROOM Job Address: 1985 PALOMAR OAKS WY CBAD INCOMPLETE'-j' The item you have submitted for review is incomplete At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: C0N0003688. [NOT MET] 1. Provide UL listing for dust collection system - specific to dust collection of aluminum as mentioned in technical reprt Section 5.2. This shall be in the form of manufacturer's specification sheet. This shall meet all applicable codes, i.e. mechanical, electrical, building and fire. Show on plans. Entry: 10/19/2009 By: cwong fiTh.TCID Carlsbad Fire Department Plan Review Requirements Category: PCR, Date of Report: 10-19-2009 Name: JIM WINCHESTER Address: 15655 VISTA CATALINA VALLEY CENTER CA 92082 Reviewed by: Permit #:PCRO9121 .LDG DEPT COPY Job Name: MACHINETEK-REVISE BATHROOM. Job Address: 1985 PALOMAR OAKS WY CBAD The item you have submitted for review is incomplete At this time, this office cannot adequately coiidti?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: C0N0003688 . . [NOT MET] 1. Provide UL listing for dust collection system - specific to dust collection of aluminum as mentioned in technical reprt Section 5.2. This shall be in the form of manufacturer's specification sheet: This shall meet all applicable codes, i.e. mechanical, electrical, building and fire. Show . on plans. , Entry 10/19/2009 By cwongAcfion COiI PCR09121 1985 PALOMAR OAKS WY MACHINETEK-REVISE BATHROOM LAYOUT, ADD NEW WALL TO CONTROL DUST FROM ucv Approved 5U'S!11 6T1/C Date By Building (.23.Oe7 cthvv'ç Planning q i Engineering / ,-/c', Fire //2/j9 HazMat APCD Health Forms/Fees Sent Recd Due? By CFD V N Fire V N FOG Y HazMat/APCD V N Health V N PFF V N PE&M V N School Y N Sewer V N Stormwater V N jEMcipifi V N V N Comments Date Date Date Date Building Planning Engineering Fire Need? 0 Done U Done U Done U Done U Done TI -51 Tf -7 t/ __ Ce14 ( C kJ77 c I g) q Q4 tAS ç e.. OLALQ 't)o 85&.4L Application Complete? Fees Complete? V N By V N - By