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Home My WebLink About1969 PALOMAR OAKS WAY; ; CB111167; PermitBuilding Permit AddI Building Permit Fee Plan Check /L; 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'I Pot. Water Con. Fee Red. Water Con. Fee \ Green Bldg Stands (SB14 Fire Expedited Plan Revie Fee1,,-.' Total Fees: $1,023.37 Total \ City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 08-09-2011 CómmerciaI/IndutriaI Permit Permit No: CB111167 Building Inspection Request Line (760) 602-2725 Job Address: 1969 PALOMAR OAKS WY CBAD Permit Type: TI Sub Type: COMM Parcel No: 2130922000 Lot #: 0 Status: ISSUED Valuation: $45,000.00 Construction. Type: NEW . Applied: 06/01/2011 Occupancy Group: Reference #: Entered By: JMA Project Title: AIR PRODUCTS: REMOVE AND Plan Approved: 08/09/2011 REPLACEFAN AND FILTER IN EXTERIOR MECHANICAL YARD Issued: 08/09/2011 Inspect Area: Plan Check#: Applicant: Owner:... SCOTT OLSEN . AIR PRODUCTS&CHEMICALS INC 7440 TRADE ST. -C/O J CTSCHUMACHERCO STE A ( (1 66b IAlOMAR OAKS WAS' SAN DIEGO 92121 C,. RLSBAD CA 920i1 858-602-7736 $38571 Meter Size . $0.00 Add'l Red. Water Con. Fe $250.71 Meter Fee $0.00 SDCWA Fee $0.00. CFD Payoff Fee '$945 PFF(31050) PFF \$0.00 A $0.00 License Tax (3/104193) [License Tax(4304193) C) f\$900 )$p od\ f?affic 1ppct Fee (310541) Tfficilmpact Iee (4305541) ($0.00 't PLUMBlNGTOTAL\ t I tMEClANlCAL $0.00 Rèdev PaWing Fee / $9EQQ OR Adthtior al ees / $1.00 1 HMP Fee 17.50 V TOLERMEE / Due: $0.00 $0.00. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00. $0.00 $0.00 Ll $0.00 $35.00 $24.00 $0.00 $0.00 $0.00 $0.00 9'? $1,023.37 $0..0.0. I FINAL APPROVAL Inspector: -V V__ Date: i I ' LV Clearance: NOTICE: Please take NOTICE that app oval of your project includes the "Imposition" of fee, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You hav90 days from the -date this permit was issued to protest impositidn of these tees/exactions. If you protest them, you must follow the protest procedures set fch in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carisbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set 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 gradirg or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any Building Permit Application Plan Check No cC t I ( 7 Yr 1635 Faraday Ave.,Carlsbad CA 92008 Est Value CITY OF 7606022717/2718/2719 :- (A-Dfl CDAF' ..': -Fx': 760-602-8558.. -- .. Plan Ck. Deposit .I't1L.)L)rtLJ wwwcarlsbadcagov Date q swpp JOB ADDRESS ' ............. . . ' SUITE#/SPACE#/UNFT# . , . APN q,9 PALowM. frJ4'( - 001 ST/PROJECT v. . LOT B - PHASE# J A OF UNITS U BEDROOMS . U BATHROOMS - TENAirUSiNESrAME . .. I CONSTR. TYPE OC GROUP 7 Atg. >R.oDvcTc DESCRIPTION OF WORK: Include/Square Feet of Affected Area(s) .. , ' : : .............. . 1c?LAc, 4i'J zo ii—r 4 * '•ø IV,-F I / EXISTING USE - PROPOSED USE - . ., GARAGE (SF) PATIOS (SF) DECKS)SF)Y FIREPLACE AIR CONDITIONING . FIRE SPRINKLERS { YES 0 #_ NOD YES 0 NO 0 YES 0 NO ,0, CONTACT NAME (If Different Fom Applicant) ,5 APPLICANT NAME ADDRESS . . '....-. .- . .: ADDRESS __________________________________ CITY. -, . STATE . - ZIP •-. ..' CITY-. -: -STATE . - ZIP . PHONE -- FAX . . V. V .' PHONE 53 S777 EMAIL EMAIL . . . -. . . ..............'V rwe.cJ(t PROPERTY OWNER NAME - - CONTRACTOR BUS NAME tA AP ADDRESS .- . -V •-r . ADDRESS CITY . STATE . . ZIP . .' CITY STATE . ZIP. ..; 04 PHONE .. -- F.• -- FAX . ---- S . PHONE- FAX _____________________________ '7bb e34 T77 EMAIL EMAIL P extic Covi ARCH DESIGNER NAME & ADDRESS . STATE LIC. U . . STATE LIC.0 . -. CLASS. - . - CITY BUS LIC.# C. . 7031.5 Business and Professions Code: Any City or County which require& a permit to construct, alter, improve, demolish or repair any structure, prior to its isuance, also requires the . applicant for such permit to file a signed statementthat he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commendingwith Section 7000of Division 301 the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500))... -A- Workers Compensation Declaration I hereby sfflim under penalty of perjuiy'one of the following declarations 0 I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My workers compensation Insunce carrier and policy nunberare lnsuranceC _____ i.&irPAfl'4 ted1 'Policy No vS t)'!Oa5V3 tot) Expiration Dale _1/f I -, ' . •'.-., This section need not becompleted if the permit is for one hundred dollars ($1.00) or less. O 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 and shall subject an employer to cnminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation damages s vid d r in Section 3706 of the Labor code interest and attorney's fees '.CONTRACT0RSIGNATURE fl DACENT DATE c/ ( I hereby affirm that lam exempt from Contractors License Law for 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 apptyto 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 improviment is sold within one year of comptehon the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) O I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) 0 I am exempt under Section,Business and Professions Code f this reason I 1 I personally plan to provide the major labor and matenals for construction of the proposed property improvement 0 Yes 0 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 construchon (include name address I 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 number) 5 I will provide soe of the work but I have contracted (hired) the following persons to provide the work indicated (include name! address / phone! type m of work) -p. .gPROPERTY OWNER SIGNATURE 'OAGENT DATE -: •'. . 1 -s ''. ' . [1 Ic. fli 4 S C5' 14 rm4 c.N4 Cs m. '4 r 14 I Cs! ft rm44ffl r c rr n d:jJ f V j'JiJJ oe U 0!) ti L!YtJ5 rOj Ii U "Y' LW Is the applicant or future building occupant required to submit a business plan acutely hazardous maten registration form or nsk management and prevention program under Sections 25505 25.s4,4 Ui 444 Uiv 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 controdistnct or air quality management district? .. 0 Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site' 0 Yes 0 No IF ANY OF THE ANSWERS AREyEs, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT, BE ISSUED UNLESS THEAPPLICAN17HAS MET.•OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT thereby after that 7here isa construction lending agthcy for the prf no on..e of the rci'k this permit i issued (Sea 3097 i,il Code Lender s t,lanie Lenders Addfess I certify that I haveieddtheappticadon and s that the above !nforihaadonis correct and that the infonmationóntheptansisaccurate. IagthetocompIytthatICiyordinances'arJState laws ietadngth building corisburction. •S"_ • -. -. i '. .• .4 I hereby authorize representative of the City of Cartsbad to enter upen the above mentioned property tar inspection purpeses 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 PERM1T-. OSHA An OSHA permit is required for excavations over STY deep and demolition or construction of structures over 3 stones in height EXPIRATION Every permit issued by the Building Official u nder the provisions of this Code shall expire by Imitation and bocome nut and void it the building orwortc authorized bysudi permit is not commenced within 11 l8Odays ftoi the date of such permit or if boil a o by such permit is suspended orabandoned at any time afterthe wort< a commenced r a penad of iBOdays (Section 106.4.4 Uniform Building Code) APPLICANT S SIGNATURE DATE t' / i S.". •'.'. U.'. '. 4. ' ',: '. ., 4 S ' 5S a - 4 r '5 4 '4 / 4 4. 5 .5 4, , . i -S . - .. -- . -I '. .....- . .- . -1 i• S t 5. 1' \ C '4 , .5. 5.. •.-' . . . _5 ..., 5 •'. .1 4 4 — 9 '1 . . -_'•:.- .. "-' '4 -.' - 5-, . -. '4. - - 441 .• .4 ..........- _,., . , . ,• - , .. I ' S • . •'. 4.0i ' . ,. - I ' -• . -,'•.- . . . ' • . 5-,' ' 1 . . ' . 4. t'•'i -I 4 * S -,- .•SrS-' . . .- i-_''_ .-.- 4.54 S. J - ' - EsGul Corporation In Partnerslizp with government for Buz(tfzng Safty DATE 6/22/11 ELI.QNT JURIS.J 1 JURISDICTION: Carlsbad EE' VIEWER LI FILE PLAN CHECK NO .11- 1167 SET II PROJECT ADDRESS 1969 Palomar Oaks Way PROJECT NAME Air Products Bldg 1969, FS-4 Replacement LIII The plans transmitted herewith have been corrected where necessary and substantially, comply with the jurisdiction's codes The plans transmitted herewith will subtantially comply with the jurisdiction's building cods when minor déficienèiés identified below are resOlved and checked by building deartment staff. - - - - -' .- - - 5- 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 check list transmitted herewith is for your information The plans are being held at Esgil Coporation until corrected plans are submitted for recheck 111111 The applicant's copy of the check list is enclosed for the juridiction to1forward 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: - - Telephoneft: - Date tcontacted: ) Email Fax # I Mail Telephony" Fax In Person REMARKS The attached City Special Inspection Agreement form my%t be completed for the special inspection of the Simpson Set epoxy grouted anchor bolts M' The 8112X1 I -' engineering sheets attached to5the approved plans from EsGil, must be included with the city set- of plans to make an approved 2 q set of plans . * By Chuck Mendenhall Enclosures - EsGil Corporation' - - GA II EJ E PC 6/17/11 -5 A -- I * EsGil Corporation - * In Partners/lzp wit/i çovernment for cBuz(duzg Safety DATE 06/09/2011 C4NT -. •t • -. 'V. I---.. . i,. JURISDICTION Carlsbad ' 0 PLAN REVIEWER .1 L] FILE PLAN CHECK NO.: .I 1-1167 . . SET: I. V V PROJECT ADDRESS 1969 Palomar Oaks Way PROJECT NAME Air Products Bldg 1969, FS-4 Replacement F I The plans transmitted herewith have been corrected where necessary and substantially comply With, the jurisdiction's codes The plans transmitted herewith will substatiaIly comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff V.. ... ,.. . V LII The plans transmitted herewith have significant deficiencies identified on the enclosed check list V V .Vand should be corrected and resubmitted for a completerecheck. V . • 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 The applicant's copy of the check list has been sent to Scott Olsen 7440 Trade St, Suite 'A', San Diego, CA 92121 LII 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 cott Olsen Telephone # (858) 602-7736 Date contacted /// (ba) Email solsen@apexmech corn Fax # (858) 536-8777 ,MaiI V'eIephone V" Faxv"In Person LII REMARKS:CV4h1), By Eric Jensen Enclosures EsGil Corporation E GA LI EJ LI PC 06/02 V * . . V - 1'V • • • . -- 9320 Chesapeake Drive Suite 208 • San Diego, Califorma 92123 *.(858)560-1468 • Fax (858) 560-1576 V:J . V• V .• V V Carlsbad 11-1167 06/09/2011 JURISblCTIONfCarlsbad. PLAN CHECK.NO.:. 11-1167 PROJECT ADDRESS 1.969 Palomar Oaks Way DATE PLAN RECEIVED BY DATE REVIEW COMPLETED ESGIL CORPORATION 06/02 06/09/2011 REVIEWED BY Eric Jensen, FOREWORD (PLEASE READ) - - - - This plan review is limited to the technical requirements contained in the iInternational 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 and submit two new complete sets of prints to ESGIL CORPORATION 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 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 decribê them and where they are located on the plans Have changes been made not resulting from this list El Yes Ll No Carlsbad 11-1167 06/09/2011 Please make all corrections, as requested in the correction list Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects) For expeditious processing,'corrected sets can be submitted in one of two ways 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)6022700.' 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 . STRUCTURAL 1 The structural design is incomplete Include in the design the code justification for the EF braced framed foundation anchors and base plate based on the max reactions 2 Include design caic's and anchorage plans for the filter house as shown on sheet MP3 1 The filter housing and plenum are shown to be approx 22ft high The design and plans must show how you intend to anchor this piece of equipment to resist seismic or wind loads. S . MECHANICAL & ELECTRICAL All OK END OF REVIEW To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, 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 Chuck Mendenhall at Esgil Corporation Thank you - T - - . - , - . - , . S 5 I - .5 . . .. . • . S -. .5 . . 5-,- I •... Carlsbad 11-1167 06/09/2011 0 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 11-1167 PREPARED BY Eric Jensen DATE 06/09/2011 BUILDING ADDRESS 1969 Palomar Oaks Way BUILDING OCCUPANCY F-i TYPE OF CONSTRUCTION NA BUILDING PORTION AREA ( Sq..Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Replace Mech... E NA Hrly .. 0 - . Air Conditioning 0 Fire Sprinklers TOTAL VALUE . 0 Jurisdiction Code icb6 jBy Ordinance - 0 Bldg. Permit Fee by Ordinance Carlsbad Fire Department ) Plan Reviçw. Requirements Category: TI, COMM Date of Report:07-28-201 1 Reviewed by: Name SCOTT OLSEN Address: 7440 TRADE ST. •STEA S • SAN DIEGO S • .. S •• • • CA.92121 • .• .. . S • S Peit #: CB11 1167 •• •: • • S Job Name AIR PRODUCTS REMOVE AND Job Address: 1969 PALOMAR OAKS WY CBAD S 5 • ON MEN ____ Page: 1 of I - Handwrite corrections to remaining comments, highlighted in yellow, on Fire Plan II, over the counter: BLDG. DEPT COPY Daryl K.' James & Associates, Inc , Checked by:: Matthew Ernau 205 Colina Terrace " Rechecked by: Daryl 'K. James Vista, CA 92084 ' , ,Date: 7/21/2011' T. (760) 724-7001 Email: kithreãsbcqlobaI.net APPLICANT: Scott Olsen : , JURISDICTION: Carlsbad Fire Department 0 PROJECT NAME: Air Products PROJECT ADDRESS: 1969 Palomar Oaks Way PROJECT DESCRIPTION: C131 11167. INSTRUCTIONS This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional. information before this plan check can'be approved for permit issuance. To expedite the recheck process, please note on this list (or copy) how and where each correction item has been addressed, i.e. sheet number, note number, detail number, legend, number, etc Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates.. Please direct any questions regarding this review to: Daryl K. James CORRECTED PLANS, DESCRIPTIVE NARRATIVE OF REVISIONS FOLLOWING EACH COMMENT ON THIS FORM, AND A COPY OF BUILDING DEPARTMENT (EsGil) COMMENTS MUST BE SUBMITTED DARYL JAMES ' 205 Colina Terrace Vista, CA 92084 'ITITLE SHEET Jln building code section add Design automatic fire sprinkler system in accordance with 2010 ed. of NFPA 13. MPO I ' JAdd to general notest section. Complete. plans and specifications for fire-extinguishing system, including fire alarm systthns, automatic sprinkler systems, and wet and dry. standpipes; halon systems and other special type automatic fire-extinguishing systems; basement pipe onlets; and other fire-protection systems and appurtenances thereto shall be submitted to Fire and Life safety for review and approval prior to installation. "Jln building code notes update all codes that our referenced to 2010 California codes and the, most current adopt national codes.including notes 4 and UZ. 0 0 'Jln general construction notes change reference from 2001 to 2010 in note 12. 'ln title 24 notes. section you refer to E.E.S-2008 what does that refer to and is that the most current edition? In note2 change from 2007 to 2010. 0 0 MP2.1 0 •: . Show _type and location of fire extinguisher in accordance with CFC . : iDoes the mechanical yard have'a roof? - P.O. Box 73511 South lake Tahoe, CA T3,1513, email: lahoeeflgtfli cr1 ncyahoo.com Phone (530) 544-3016 Fax (530) 5'12-3603 TAHOE ENGINEERING, INC. -r- STRUCTURAL CALCULATI ONS Client: C. Project: - 0000 Location: I .00:.. ----.-----. - ,--'-.--.---*..-..-.S . - 0_s. :00: - 0000 00 0 . . . . . -Note: :;-tOCIH!LC..(,-',(_____ / •• •. • S... S • ;) All work shall conform to the 2UO' IBC apkthIr lu -.l 2010CBC).° 00000 0 0 000000 - I?) :tILicwrt steel shall conform to ASTM A3. Pipe ;cIiiirThs hnit conloi in to ASTM A501 Wie Fariüo shapos shall coriforn to ASTM A992. 00 C1 All 'uvli1iii sliall conform I,() the AmErican Welding Society specihc3tiofl, All welding shall e 00 0 0 by welders i;enilied by flis local builoing authority. - i) All wcl.iing eleclr ;liall he F7O>X o .shil:iz:-d ,.'iros wiih iy: iOksi. --_----._- - :' lt h'l 1 ''7 u riü Ot ESio1 ) ,) - J - -' 000000 0 0 00 00 000000 0 0 0 0 00 00000 - ,0000 000 S 55 S.... 00 -,0o00 -•) 0 ) 000 01- CAII 0:RO- ?Dll ATTENTION: This engineer is riot responsible for on site inspection to assure compliance with the rnateiials or, workmanship specified herein. This engineer is not responsible for any changes in the specifications unless approval is authorized in wilting by the engineeL Wotktiiaflship - is to he of highest quality and H], all cases to follow accepted construction practice, the -International Building Code, and local building department standards. Rdrldy Job # S V J I fr•'1( fl' c.:j7PL. . )7 S -- / V •' -' / / kj / V 0 000 e. 0000 0000 5__' 0. 0 0000 00.00 0 0 0 /1 •s...o 00 • • 00 000 /0 0 -o 0 00000 0 ViOO D0000 I 0S00 00 0 V . . . •. . I , /V_ V - - j.s• • .!'7 • ___5V5__Q• ..... 0 660 / -• 0 0 00 1 C ' 000000 V V : 0 000 V V 5 V Al (LV -/' ( ). •V[ç$.. c?sL V " V V V V V1V/1 5_.VV/V1VC Vf. (2,1I~-51 .2, / V ,Vf V /• _V - V • V b iC VV •? .. '7- Al, P r V V . ,VVVV" V I • <• :• . • . } Ii Contcnh1innJ 48 S;iIe: . . .• . S 2003 NEHRI' Seismic L)csil.n Provisiow; . LalitUdc' 3.3.12 ... , Lofli1 ude = -ii7.281 Spectral RL'.spofle Accelerations Ss and Si . SSirbd Si Mapped SpccLr;l Acceleralii)n.Values . S. Site Class B :1: 1.0 . . ltire,hased on a 0.01 dc rid 5pICi1lg . Period Sn . . 02 L173 (Sb, Site CIiB} 1 .0 0.443 (5:1, Site Class 0) Accelei'iI inns SIvis and SMI . . Spectra l,Rcsponse 0000. . Fax S.S and SMi Fv x Si . . . Spectral ResponscAcccler;i%iorls SMs .30(1 SM 0000 . 0 00: S5_ . Sl1s= FaxSs M1 and S= knSi . 5, . 000 S 0 0 5 55050 •o 0 00 00 00000 0 Sit.eClassC. - Fi.0,Fv1.37 . : : : .0 : : : Pi:iiOcJ . S.t '5 . . - . S. S 00 0-1 0 0 0 0 0 0 ' 00000 0 (sec) (j) I. . 0 0 0 00 0.2 1:1.73 (SMs, SiteClass C) . o:o o 1.0 Situctc) . • 5••• • • ..... Design Si:wr:Iral Response Accc'lcratiwts Sft; and SD! 000000 0 0 '00 SID!,2/3 x SMs arid SD:i -2/3 xSMi . . . . . :°°°°° Sitc (.l)sC. - r i =i.0,Fv= 1.37 . '• 0 0 000000 00 Period Sa 0.2 0.782(SL)s, Site L.... C) . . . 1.0 0.4.01. (51)1. Sue Class C) • .t SfteClassD - Fa=1.03i,l-vl..557 . 'S Period Sn • . •. •• (sec:) (ic) • . .. . S • • . 0.2 1.210,(SMs, Site Class 0) 1.0 (,).i1) (SMf, Site Class [)) Desi(pl Spetral kespoii'.c' AcCelerations SOs and 501 . S 5ft..2j3xSW, Aind 51)1 = 2/3 x '. 5 5 5 5 Srte Class I) - t:zI .1.031 iv :1.S7 S - •. . S Period Si) . 0.2 OSOB (SD., Site c.l .s 1))- 1.0 0./1 Eu) (SD!. Site Class I:)) S S S '• SLieir Loads br Threaded Rod Anchws .._I r . * in Normal-Weillbli Concrete H _ii1 El 1 Stie.r Ia ul Based no Shear Load Bad on Roil I Drill Bit Fmbed C iUcit Critical ('onrri'Ie Edge Distance St .0 Strcnqth Dia Did Depth Edge Sirn ing - ----- ----- ----- - - - 'U Ill Dist.Ic ~ 2000 psi A307 P,ll3 CR07 I i93 ton) •. (13.8 MI a)tuiIcrete: :..... (mm) (111111) Ultimate SW: Dév. Allowahie-. A1IowaIjIO... Allowable AIlowaIile - - Ills: (kN) Ills...(i1 Ih (kN) Ills.IkN) Lbs (kU) Uis (KU) 1~ 2% 4,573. 317 1.145 1,735 I 065 2 310 I 370 - I - i U Ii b 4½ 5¼ 1335 -_____ - .................. . 2, . 3V. 7,001 137 1.750 ,. l ii • ,: 4~.- . •• 2;780 •. 1,030 • 4,160 3.330 ,b/ 1u23 . 6: . 6 •. . : .• , :12:;i •. . . I :2- . . . ____ 2½ 3¼ 14,427 1126 3'05 5 7!/2 ('h 19,5111 I 1.027 4.675 3.025 6,520 5.220 I 1.. <I 12 I III t1l "o I I J u 7" 1 8/' I ~t~2 i 042 .. DY 10',. 10'k ?5 241 2 538 10 I"1360 9.390 o Ii - 1112.31 Ii.1"i 41 hi dii) 000000 I' , 0000 0 0 .6,310 . 00000 0 0 O0@000 3% . 5% 28.333 2406 '/.11115 00 01 0 000 .0 11493 i,;.i:: IIUIi . S..... • ?• II . ii .13 511 2703 h38 '1025 I? /70 .6 ,605 •il i2i.1 I4O.2} :l2. i77.$ (26A) 150.5). . . .• S S '• ..•-- ..................---•-----••-----••---.. --•----- .... . 0 00 . '48 11~ 8.385 00000 00000 oo0 000 O 0 00 ,0 • .5% 30,520. •• 2,1661630 . ... . •-- 0 0 III I) I in I3 1\ q 0 0 1 , : :9 ' 131, 5018(2 170 12545 hOB 11345 ::°:: I' lilt - i0H 17 LidI .1-4) I2) 0 0 ' . 15 . 13½. , •.. 12545 0005 16 330 . • . . . . . 000000 0055 . 3313 I. ' i34) . • 1SSM: , Th II132 -- 1301 I.5: i:'....0 . . . 10½ 15¼ 15¼ ' 58.265 14.5711 gr,uti 21,125 14.31i5 1/s , ", 11'1i I 3i 41( i9". 14,570 I is: • ,:';10 I - —. Sn 111 S2 130 3969 13.035 1'2i s2I 2 I 91 (177) 15301 11¼ 16%. . 167h 66,383. 16,59 . 12,100 . . .. ZG.075. 17.730 l hi 1 It ?l'ljl I 423i 11291 ii II ii j'1 '1 lit 'I I I1II .•.•__. . •. : . '29 _____ _,,,,,,,,.,,,.,J_ _._......1 11L......_._ - -- -- sci % ar I. iII;.:IIii id ii' :;t riii 1ii: i: il, 1,0(1 0:'.l:Il ir ::W;::I'Ni ((liii (:I:IIIc: u :d:u:l ;Iui'iuIr: : PIT I,, Iii 'a 1 is Iii ii di ii ii i iU I I ii I I Hi liii iki ii :1:. i:u:: I:': :;?.1, lob:::: i,I :;lis.sl.I::iiiiI1ir7 rio rito. ii:!11 1., 1 i,,1'..IiI.'lIi,lII rIir,I lo:I,.,r:. III.:4II.. 41 i'iil oIl': II :41 ir:i i :iis,l ;i. ii ,ir''il'::I i.I:i:::i;i' t,Iiii(I;i:I,Ii 1:1!. I'a o'ii I-::t 3 42 St.ioziL'ie ACHOI .y'.1I:MS :iiiesciiriiuie in-Service TmperatiircSensitivity Bau Base811erIaI .. se MalertaL Pcrcnt Tenipuraluie IernperaIuri ,S,llnwable 1 1311. T-jl Loid.. 41, 4 I 1 II1UIs Iii,' lull Iii - — .-.•-.. -. — I I ni I Ii it. ii. 5 I' 'in 13 It II . ru,r I; .,.,3,..* 51) 32 I6hi. I_S h •. u,.i.uIk...I...L cli,., till ii, iit._iLI 1T I'85220 1.B 1mrion loads for Thr,ided RcIII Anchors in Normal-Weiqhl C niicretc it:1,utiriu3 i, nr:xi aijeI Roll DriIli[mbed[IcaIJLnUriIf TwrOfl Load B,r',i don Bond 1rinIh 1 Tension Load - t ' I I2000psi'.,: .f "::A301- Concrete:." (276MP4) Concrete çSJE101ft)(SA E41101(A304SS) . (mm) . mm).' Ultimate1 Slit. Dcv. All UIIini,mle SW. 13ev. riiui. •. AUUW.. AIIOV,. Au,,. - - J) J) 1S!) "J L .SLL±'! (_• lbs )kN) lbs (kll) 1% 7 1,000 485 4Th 1,)00 415 21 14 102W1 119 2.550 10.280 97 ' 2570 2,105 4,535 3.630 or Iji ,1r liii flilt i U I 6Y. III 10.613 II' ?.Iii5 19,11131 2,655 :11) 117I1 trl 1.216° 1163 1.805. 7,216. ' 1,885: I . i• 0 0 lfl8I IdLI ._L !l oUt — 0000 oo 2 q •. 4¼. 6% 11 •.' 17,700: 629 • 4.425 10,400 768 4.600 :1,750 8,080 6,470 00 ilObi I i2 ii32 (18.7). 7Vi 107) tjt8 ( 5 (2051 . (151) (35(J) 0 ---0 00 Q 0 0' — - -- - — S ' .9:26: 18,556:. 053 4,1,40. 18.355 4,640.. IQr29, 61 U)" d25 9136, I ,'IlFj '• 10 6,780 315 1,695 1/80 — 1,595 0 ?0 ,4000 I Ii ,i 'I it I iJU /5 00003. H0 53 15 •• 4.190 4875 00000 0 0i4,1. 3fl1 -, _ (2131 : •• •?( 20 - 25,700 1,121 [ 6.1(110 32,2111 064 O5U . 5,675 12.1(50 : 10,129 00000: • r - __' __'- ti ji J 1I2i I8L I' 1 3 150 . 00 :. 7 10i3, 2 000000 8% 7,515 . 8,2110 1113) i27 :7:(3' 36.5' 0 911/. 14½ 37½ 33,4112 1.1Y8 8.359 33,402 11,350 0 SIS I2..( I 15 3,865 Ex J 2± 'iL'i • ' • 5l : 7%: - 20¼ • ,: , . .. • 'l195- • . •. • 7,245 . • 22 OL .? 3) - >; I.'TrT0. to4.i52 42 UOH U7S' 10.620 • 8450 'iaao.I 12 400' il) I'l) I )flji'IJ - t7 2 I6j loll 52 36 11 220 11265 2.fli 1'3f4I..t 1)1)11 111,4 • 16¼ '115 41,634 • b011 11,910 47,534 11,910 i2it9 . o'. /''Diameters :lo.1:::l :tuiuh,uru,I:; •on iiext page p -- 7 1) J -. •1 /• 4 / 1 / / \ >- r9F N I 0000 _--- 1 - ,0d00 000000 ::° :::: /•\ / , 0 0 0 :0 00 0 1, • / ' 0 0 00 0 00000 ,0 00 0 0 0' 00 0000 00 ( 0000 •. S • S S S -,.. . . S. .... S • • 0000)0 .) 0 0 0' 000000 0 / : - 1;. ••; -- - '' •••'I/• - '- r - i'(!) / LkJ - H . 7/ •• - - ' - - • • - . • •.- 8 17 6 5 '' I 3 I 2. •' 1, I .." .-. H INLET"VIEW SIDE VIEW TOP VIEW H 17-1 • C .-- ., - -- -- '-'.. C - •.: , -: - -. 7.1 H I • ' ' ' . alox E •'' •- ,-' '- - .-- I ' o.1667_j , ' - - ' -- --• ' . --.1 - - F -' - S • : D' .: -: '•' -- ,• S.. -. --- - -- ••-I . - -. 5,; : .•. 5 - 05 ..H •' ' 'C' 5,-.' - ' ' '• 0 0 .00 000 - ' o 0000 ' . • — — — — - - - — — — • , • • 0 0 L00 & 0 000 -: — : - I I : I I I-1.5000-I '• 5.2000 ' - . ' • ' ' coo 000 , 000 000 AdjictnrIsbad CA Dual Air Phase GAC System - Support Frame - I oox I - o • o - - - - - : - 0 • 7.1_- 05 e 0 C 0 -O--,,--,•,-----.• b 0 - 0 0 iNtl tPRO1At0 DATE --s. -. - 601 W. Valencia Dr.' x6xfSquareTube -SteeIPlate - - 0 Sin -O7 2011 Fullerton CA 92832 C 6 a 8. -tg Angie Iron 2 * 2 e4' Angle Iron - - All sections 01 Square Tubes, Angie Iron and Steel Plates to be Welded, - _______________ - Fax:(714) 639-8530 www pureeftect corn A - - - - . - 0 • 00 0 0 00 0 6 - "" • 1.5's l.$ Base Plato w/3xAnchodng Holes - 9IA Anchor*'PAil Thread, 6lmbedded into concrete with Epoxy GluP : 00 - • - . . - - -• S S V-0---O-.-0- - -0--0-------- 8 I -.1- 6 I 5 . •40 0 olo 000 o3o -. I - 12 - - - . . . , • - -•. S / GSS . •. - Projeôt: Goean. Sheet'.... -Engr. T. Zhao GSSI NO. 81.90A . - Date..................... - • -. • •. - • Seismic Force Calculations (2007CBC&ASCE705) •' ' - . :. .> -. Seimic Base Shear . . , , . . .. . • '•'•' • - ,•. -. - 4. Description Equations Value - - Remarks Structural System Parameters Seismic Design Category - . 0 2007CBC Table 1613.5.6, Occupancy Category Seismic Important Faàtor . I . 1.0 ASCE 7-05 Table 11.5-1 Response Modification Coefficient .., . •R 3.25 ASCE7-05 Table 122-1 System Overstrength Factor, • 2 ASCE 7-05 Table 12.2-1 Deflection Amplification Factor, Cd 3.25 ASCE 7-05. Table 12.2-1 I - - Determine Ca and C Site Class • .., -', D ' Soil Report , Short-period site coefficient ' ,' . F ' 1.027 2007CBC Table 1613A.53(1j - Long-period site coefficient , F ' 1.553 2007CBC Table 1613A.5.3(2) S , -, "1.184 . Soil Repdrt - S1 0.447 , Soil Report The MCE spetral response accel. SMS 1.216 (=F555) ASCE 7-05 Eq.11.4-1 The MCE spetral response accel. ' S,,1 ' p0.694 . (=F5S1) ASCE 7-O5 Eq. 11.4-2 The design spetral response accel. SDS 0.811 (SMsx2/3)ASCE 7-05 Eq.11.43' The design spetral response accel.'-' . S01 ,. 0.463 ' (=SM,x2/3) ASCE 7-05 Eq. 11.4-4 Determine Building Height in feet) . ' - h 12.0 ft. Average building height Period Coefficient ' Cr ,' , O02 , Ordinary steel braced frames Coefficient , - x •, - 0.75' See above Building Period (in sec.) I = C(hn)X 0.13 sec. ASCE 705 Eq.12.8-7 betermine Base Shear Coeff. C5 -. . Base Shear(Eq.12.8-2) - . V =(Sl/R)W * 0.249 W11 - Governs ( Needs not exceed (Eq12.8-3) k - V=(S01l/RT)W '1.104 W Does not govern Not less than (Eq.12.8-.5) V =0.01W . 0.010W- Does not govern - Not less than - , ((0.5S1l/R)W 0.069 W Does not govern ' (Eq.12.8-6 for S?0.6g) Design Base Shear (StrengtI Design) V (QE)- -- ' 0.249 W Design Base'Shear(ASD) VaV/1.4 • 0.178W L 1:4k !rt 'D V'J': ' - 141 . )t.j• ( 1\) S 4 •)-1- .- '. • -- •.-' - * - Conterminous 48 States ' 2003 NEFIRP Seismic Design Provisions ., Látitiide= 33.118552 ,. Longitude = -117.283634 - : : - Spectral Reponse Accelerations'Ss and Si . : ' Ss and Si = Mapped Spectral -Acceleration Values .- Site Class B Fa =.1.0 ,Fv = 1 0 ". I' Data are based' on a 0:01 degridspacing- . .4 Period Sa / T (seb) '0.2 1 184 (Ss Site Class B) I 1.0 0.447-(S1,,SiteClassB) -- - - - -.--- 4- - • 4 Conterminous 48 States . . . - - -- - 2003 NEHRP Seismic Design Provisions -•. • Latitude = 33 118552 Longitude =-11 7 283634 Spectral Response Accelerations SMs and SMI SMs=FaxSs and, SMl=FvxS1 • - 4 . Site Class D- Fa = 1-.027 Fv = 1.553 Period Sa -4 -- •è - 4 . 4 * .. 4 - (sec). (g) 0.2 1.216 (SMs Site Class D) - . 1.0 0.694'(SM1Site Class D) . •. 4., ... - - - . . - - ,Conte rrninous.48States . . ••.. 2003 NEHRP Seismic Design Provisions Latitude =33.118552 H - •• .- .• 4 ... 4. - . .. Longitude=-117.283634 Design Spectral ResponeAccelerations.SDs arid SD1 . 4 . • . • SDs=2/3xSMsandSD1 =2/3xSM1 Site Class D - Fa = 1,.027 Fv = 1 553 Period 4. 4- ...(sec) (g) - • 0.2 O.810 (SD s, Site dlass-D) ' - -. '' • _1.0 0 463 (SDi Site Class D) 4 4 E GSSI Engineers ETABS v9 7 1 File FS -4 Replacement April 142011 1741 3-0 View - Kip-in Units - . . . E TABS GSSI Engineers ETA8S v9.7.1 - File: FS-4 Replacement - April 14,2011 17:34 Elevation View - 1 Deformed Shape (EQX) - Kip-in Units ETABS GSSI Engineers ETABS v9.7.1 - File: FS-4 Replacement - April 14,2011 17:34 Elevation View - A Deformed Shape (EQY) -. Kip-in Units E TABS GSSI Engineers ETABSv9.7.1 - File: FS-4, Replacement - April 14,2011 17:33 3-D View Steel P-M Interaction Ratios (A1SC360-05118C2006) - Kip-inUnits I ETABS GSSI Engineers ETABS v9.7.1 - File: FS-4 Replacement - April 142011 17:44 3-0 View Frame Span Loads (DEAD) - lb-ft Units GSSI Engineers ETABS v9.7.1 - File: FS-4 Replacement - April 14,2011 17:44 3-D View Point Loads (EQX) - lb-ft Units ETABS GSSI Engineers ETABS v9.7.1 File: FS-4 Replacement -, April 14,2011 17:44 3-0 View Point-Loads (EQY) - lb-ft Units ETABS GSSI Engineers ETABS v9.7.1 - File: FS-4 Replacement April 14,2011 17:41 3-D View - Kip-in Units. ' /fT1 llIuu/rrLP. - .. Printed bate: 3110/2011 Job.: AirProducts FS-4 Building-Value in Air.. '- -. - Product Type: Fan ........................Mark: EF, Large Size: 30 M'S flS•eriês 21 Backward Arrangement Onchned Sllnge Wdth A-i NOTES: All dimensions shown are in units of inches. . • Drawings are not to scale. Drawings-are of standard unit and do not include dimensions'for accessories or design modifications. 56.94 - . 62.13 - .J: t16 2338 :. 47.5.' J I 23.38 22 •- . :z:: 2888 5225 ::: 6 I YWAY 41 25 53 X 031 54.88 SIDE VIEW . . ENDVIEW 1 • . - . 6.44 0.44 DIA HOUSING 16HOLEs r_fl06 •0.5 . -:- - HOLES:\ -. 8.5 : .•-. . -!_. ___ ___ 31.88 . .. 19.5 p SFTf ______ 25.25J__H3.19 I- .19 ______ ATTENTION: . -. -Accessories sLáh as bases, isoIaors, motors, drives, and best guards mayshipunmounted and ,require field installation. -FOOTPRINT CAPS 4 5 1217 C \Documents and Settings\solsen apexmech\My Do cuments\CAPS'Air Products FS-4 gcj Page 5 of 6 _- -S. 35 86 . .L :::::' •H. OUTLET . Printed Date: 3110/20.11 Job: Air Products FS-4 Building Value:in Air. Product Type: Fan Mark: EF Small Size: 27 s' A-2 21 Backward Ar Cla:rm&lt: . III : [ • cUned S ge.Wdth. NOTES: All dimensions shown are in units of inches: . . . CAPS 4.5.1217 C:\Docurnentsand Settihgs\solsen:pexrnech\My Documets\CAS ProductsFS-4gcj .• Pag2 of 6 CB111167 1969 PALOMAR OAKS WY AIR PRODUCTS: REMOVE AND 00111 * nr I A * 77, - - - — 13 C &4 (1/ - T6- 7 Fe,,-pp/ur ab /igOO& y A . WA44t --t~c (a ( 24 iii•. pL6 k-' Approved pate By / j 7/I ' PlANNING __if ________ENGINEERI / / FIRE BUILDING "teExpe V AFS Check I-IazMat APCD Health Forms/Fees Sent Recd Due? Y N By V N PCD V N tin V N YN Y N V Nection V N CFD:y N IandUse: I I Density. ImpArea: FY: Annex: Factor: PFF: Y N Comments Date Date Date Date Building k'-Q- II - Planning Engineering • Fire Need? -(rta • on — U Done L3 Done SW - - - - 0 Issued * - - -• - z-._ / - - *A