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Home My WebLink About1969 PALOMAR OAKS WAY; ; CB121330; PermitCity' of Carlsbad 1635 FaradayAv Carlsbad, CA 92008 •• 08-27-2012 Con me, rciaI/IndustriaI Permit Permit No: CBI21330 Buildin6 Inspection Request Liri'e (760) 602-2725 Job Address 1969 PALOMAR OAKS WY CBAD Permity Type: TI . . . SubType: INDUST . Status: ISSUED Parcel No: 2130922090 . Lot #: 0 . Applied: 07113/2012 Valuation: $5,000.00 • ConstructionType: NEW . Entered By: JMA Occupancy Group......... Reference # Plan Approved: 08/27/2012 . . •' Issued: 08/27/2012 . . Inspect Area . . • •• •• . Plan Check #: . Project Title: ........AIR PRODUCTS: INSTALL :VAPORIZO ..... .. .• . INSIDE EXIST. OUTDOOR ENCLOSURE . . Applicant: . . . .. Owner: . • - GARY MAXWELL . . AIR POUCTS&CHEMICALS INC CCCA~R /OJc, SCHUMACHERCO 8941 ATLANTA AVE. #365 . ALOr1AROAK&WAv . HUNTINGTON BEACH CA 92646 LSBAD CA)920.11 N949-632-6018 . . .L\/ .. . Building Permit /( () \\ . Add'I Building Permit Fee / ,-'$O.00 AddI Red. Water Con. ,Fee " $0.00 Plan Check / ... . 7 $54.51 Meter Fee \ . $0.00 AddI Building Permit Fee / $0.0 "SDCWKFee Plan Check Discount / / .. $0.90 . CED Payoff Fee , • \ . . $0.00.. Strong Motion Fee / / $1.05 PFF (3105540) \ \ $0.00 Park Fee / - / $0.00 PFF (4305540) \ '7 \ $0.00 LFM Fee j . ''.- •f $0.90 . License Tax, (3104-193) $0.00 Bridge Fee / . . \ $0.00 BTD #2 Fee ( $0.00 Tffid Impact Fee (3105541) $0.00 BTD #3 Fee . . . $0.00 . Tr.afficlmpac,t-Fee (4395541) $0.00 Renewal Fee I . PLUMBINGTOTAL . . I $0.00 AddI Renewal Fee - $0O0 '\ ELECTRICAL TOTAL. . j . $0.00 Other Building Fees: . V •$000 \ MECHAN!CAL!OTAL %J I • I $0.90 Pot. Water Con.. Fee .. $0.00 % Mater4Dairde\\. . / . / $0.00 - Meter Size . . . . .\ . e'wrFe •'k?J / . . •• ./ . $0.00 Add 'I Pot Water Cons Fee $0 qo \Redev ParKs Fee / / .$0.00. Red. Water Con. Fee .\ . ....y$0.00..-)'. dditonas / •. / $0.00 Green Bldg Stands 5R1473 Fee \ / $l.00 -lMP,Fee . / / . ??. FireExpedidtedPlari.Review \ Plan Chk '/— ?? .... . \ tTOT,L PERMIT FEES 1 . / $339.43 .., . ••/_•' ..'-. . . . . \•• .' • / TotalFees: • $339.43\TotaIPaYrneritsToDate:_$339.43ç\BaianceDue: $0.00 . \I/.... k. I nspector" NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees,' dedications, reservatiorrs.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 theni,yoii must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and ini, 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 rlght to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection tees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been Qivena NOTICE similar to this, or as to which the statute of limitations has p/eviously otherwise expired. 4 • r • . 4. ITHE FCLOW1NG APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE MANNING 'ENGINEERING - ILD4NG [2E [J HEALTH 2JZMATIAPCD Plan Check No. C - 17330 Building Permit ApplicatiOn Est. Value (Q 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 I 2718/ 2719 Plan Ck. Deposit - Fax 760-602-8558, Date 7 h I ,2 PPP - www.carlsbadca.gov - - JOB ADDRESS - -. J/SPAW/UNtfl ' APR 1969 PALOMAR OAKS WAY,213 - 09 220 00 CT/PROJECT A Lot A - PHASE A A OF UNflS A BEDROOMS A BATHROOMS TENANT BUSINESS NAME , CONSTR. TYPE 0CC. GROUP it 1 - I - AIR PRODUCTS & CHEMICPã I Ill M DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) - -4 - OUTDOOR INSTALLATION OF VAPORIZER ON CONCRETE PLATFORM - ______________________________ EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) HREPLACE AIR CONDITIONING ARE SPRINKLERS Chemical purification, p same , YESQA NOFJ YESDNOD YESDNOD APPUCANTNA?,IE (Primary Contact) Gary Maxwell APPLICANT NAME (Secondary Contact) - 4 ADDRESS .,. -.-. , 8941 Atlanta ADDRESS _Ave nue#_365 __Huntinqton_Beach CA 92646 CITY ,. , STATE. ZIP CITY. .. STATE ZIP .. ]EMAIL PHONE - . FAX , . 'PHONE, (949) 632-601 t (949)'625-7613 - , , FAX EMAIL . -.5 .,, gary(maxarc corn - .... ,... -. --i . '• PROPERTY OWNER NAME AIRPRODUCTS &.CHEMICALS INC ,-T CON1BACIDRBUS.NAME -'AIR PRODUCTS ANb.CHEMICALS,1NC ADDRESS .. . . - 5508 HWY 290W SUITE i56_ . ADDRESS -. . i." 5508 HWY 290W SUITE 150:,-,. - CITY - STATE - - ZIP Austin TX 78735 CITY , . 4STATE -- ZIP - Austin ' TX 78735 PHONE , .. (512) 892 7772 ' FAX - - PHONE , - - (512) 892 7772 FAX EMAIL . 5 : ,..., - EMAIL } -'5 -' Jr - ARCH/DESIGNER NAME & ADDRESS STATE U A STATE UC A CLASS CITY BUS UC A _._5_ apDhcant .,. S -•' C13785 347082 - . (Sec. 703L5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repalranystructure, prior to its Issuance, also requires the applicant for such permit to file a sigied statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 703L5 by any applicant fora permit subjects the applicant to a civil penalty of riot more than five hundred dollars ($500)). Workers' Compensation Declaration: I hereby affim, under penalty of pe4wy one of the foLheArigdedaralions - Di 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 sort for which this permit is issued. [1 have and will maintain workers' compensation as rumored by Section 370001the Labor Code. for the performance of the work Iorwtsch this penal is Issued. My Meters compensation Insurance canter and policy number aror Insurance Co. ., , . ., , .' ••- .Policy No.S. . - " Expiration Date section need not be completed ii the permit is for one hundred ddlars ($100) orless. Certificate of Exemption: I certify that in the performance of the work for wieth this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compermallon Laws of California, WARNING: Failure to saaim workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&10000), In addition to the cost of compensation, damages as provided for in Section 3708 of the Labor coda, Interest and attorney's teas. - AT CONTRACTOR SIGNATURE - - - - , 0 AGENT DATE W°cWthøQQ ooc I, as owner of the prqwdy, or my employees with wages as their sole compensation, will do the work and the structtie is not intended oroffered for sale (Sec. 7044, Business and Professions Code: TheContiactor's License Law does not apply to an owner of property who bulds or inpoves thereo% and who does such work himself or through his own em;ioyees, provided that such improvements are not intended 6r offered for - ada If, however, the building or improvement is sddsittttn one year of completion, the meerlazider will have the burden of proving that he cM not buM or improve for the purpose of sale). -, D I, as owns- of the property, am exduaivaiy 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 inoves thereon, and contracts for such pteds with contractor(s) licensed pursuant to the Contractor's License Law). [] I am exempt under Section - -_ Business and Professions Code for this reasorr 1.1 personely tan to provide the major labor aiid materials for consluElion of the proposed property iroprovenwot DYes [JNo 2.1 Owe /ham not) signed an application for aJaddngpamit ro'me proposed work 3.1 have contracted with the fdlowrng lierson (finn) to provide the proposed construction (include name address I phone I contractors' license number): 4.1 plan to provide portions of the vAst, bell have hired the following person to coordinate, supervise and protide the n'aio' vest (include name I address I phone/ contractors' license number): 5. lwtl provide some of the work, but I have contracted (hUed) the following persons to provide the work indicated (include name/address/phone / type of work): '5 £PROPERTY OWNER SiGNATURE /4m _z2 5?724 -DAGRIT -DATE - .-- . ,• '- I. IIIIIIIIIIIE : U?U@iz ia I . ;. ) Is the apØint orfuttue bluMnq occupant required to submit a business ian, acutely hazardous matens registration form or nc managesrelt and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Acmrd Act? Yes No Is theajionntortutorebrddngoccupardreqrAredtoobta1n a panuitfmmtheairpdlulion cond dstrtctor airquity entdtshrct? , Yes No Is the facility tobe constructed aithmn 1,006 feet 0f the outer boundary ofaschod ate? Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE 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 perm is issued (Sec 3097 (1) Civil Code). Lender's Name ' L1ender's Address * ' 09 I hordoy authorm mvesenlativeat the City of Carthad to enter upon the abave mentioned pngertyf Inspection Wpm I ALSO AGE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBaD AGaJNSTAI.L LIABlLfl1ES, JUDGMENTS, COSTS AND EXF4SES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY INCC4SEQJJCEOF THE GAN11NGCF THIS PERMIT. I'LEHk An OSHA permit r. W redfor over 5D' and thdtinffounutnidbn of structures over 3utrziesth heght EXRRA110ht Everypainit issued by the Rntfng (]fcIst under the prov sot this Code shall isqre by Imitation and bernm null and void f the building or wxk authcrized by auth permit is riot commenced ithrn l8O days from the date ofsuch permit the buldiegawdcauthaizadbyaudi permit is suIsImidBd or abandmed at anyfine affer the u$c is cornmenoad for apertdof 18Ocths(Section 106.4.4 Unifum aiiMng Code APPUCANS SIGNATURE pf7 DATE 01 (> 2 öo STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. - Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection Fax (M)602-M. Email swbuildinQ(carIsbad.gov or Mall the cornpletedfoirm to City of Carlsbad, Building Division 135 Faradey Avenue, Carlsbad, California 920)8. (OffIce Use Only) GOTiTACIthAME -. - - - . -- . OCCUPANT RAM - -'--• ADDRESS,- BUILDING ADDRESS : -:•- . , . - •-. ".'.,.--,,. CITY .-- . STATE ZIP CITY ,' STATE -- ZIP AIR PROOLICTS&CHEMICALS III Carlsbad CA M PHONE -__.. -. .. - - - FAX • O1JTDOORaiSTAUA11ONOFVAPORIZ5 Chemical purification, p8cerg and R& 0 ONCONCRETF EMAIL - , - -, -. . . .. .. .. - . -. OCCUPANT'S BUS. UC. No. same I , DELIVERY OPTIONS PICK UP: '* CONTACT lusted above) - OCCUPANT(Listedabove) CONTRACTOR (On pg ASSOCIATED CB# :MAU.TO- -,CONTACT (UsteO above) ' OCCUPANT (listed above) ' CONTRACTOR (On Pg. 1.) -, r . 'NO CHANGE IN USE/ NO CONSTRUCTION . 1969 PALOMAR OAKS WAY - MA4L/ FAX tO OT 213 'CHANGE OF USE /NOCONSTRUCTION APPUCANT'SSIGNATURE " DATE 1635 Faraday Aye, Carlsbad, CA 92008 IN CITY Of CARLSBAD INSPECTION RECORD Building Division I1 INSPECTION RECORD CARD WITH APPROVED • PLANS MUST BE KEPT ON THE JOB 0 CALL BEFORE 3:30 pm FOR NEXT WORKDAY INSPECTION IZ FOR BUILDING INSPECTIONCALL.- 760-602-2725 OR GO TO: www.Carlsbadca.gov/Buflding AND CLICK ON 'Request Inspection DATE: c'/L I i 'L.. CBI2 1330 1969 PALOMAR OAKS WY AIR PRODUCTS: INSTALL VAPORIZO INSIDE EXIST. OUTDOOR ENCLOSURE TI INDUST Lot#: GARY MAXWELL Required for Final If Checked Date I Inspector Notes U Planning / Landscape 760-944-8463 Allow 48 hours U CM&l (EngineeringInspections) 760-438-3891 Call before 2 p _______________________________ Fire Prevention 760-602-4660 Allow 48 hours / 'k- tIb'li4I.1?P. (iA1g4 * Id U • _______ 7T C. JL1 Type of Inspection FOUNDATION Date Inspector 7/ - :ilJII,]I'[. Type of Inspection 0 ELECTRIC UNDERGROUND 0 LIFER Date Inspector REINFORCED STEEL 1 1 1 r I '' ROUGH ELECTRIC WALLS MASONRY ROUGH ELECTRIC CEILING 0 GROUT 0 WALL DRAINS 0 ELECTRIC SERVICE 0 TEMPORARY TILT PANELS 0 BONDING 0 POOL POUR STRIPS PHOTO VOLTAIC COLUMN FOOTINGS FINAL SUBFRAME 0 FLOOR 0 CEILING ROOF SHEATHING UNDERGROUND DUCTS & PIPING EXT. SHEAR PANELS 0 DUCT& PLENUM 0 REF. PIPING FRAME - HEAT-AIR COND. SYSTEMS INSULATION VENTILATION SYSTEMS EXTERIOR LATH FINAL INTERIOR LATH & DRYWALL JtIJl:1l[. SEWER & BL/CO 0 PL/CO Date Inspector FINAL OCCUPANCY A/S UNDERGROUND VISUAL Date Inspector UNDERGROUND 0 WASTE 0 WATER A/S UNDERGROUND HYDRO' TOPOUT OWASTE DWATER A/S UNDERGROUND FLUSH TUB & SHOWER PAN A/S OVERHEAD VISUAL GAS TEST 0 GAS PIPING A/S OVERHEAD HYDROSTATIC. WATER HEATER 0 SOLAR WATER A/S FINAL FINAL F/AROUGH.IN MEN 1Es]:Jt'I''FU4r 600- PRE-CONSTRUCTION MEETING ______________ F/A FINAL FIXED EXTINGUISHING SYSTEM ROUGH-IN 603- FOLLOW UP FIXED EXTING SYSTEM HYDROSTATIC TEST 605- NOTICE TO CLEAN FIXED EXTiNGUISHING SYSTEM FINAL 607 -WRI1TEN WARNING' I4G*( GAS PRESSURE TEST 609-NOTICE OF VIOLATION MIOICALGAS FINAL 610- VERBAL WARNING FINAL FINAL REV 6/2012 SEE BACK FOR SPECIAL NOTES Inspection List Permit# C13121330 Type TI AIR PRODUCTS INSTALL VAPORIZO INDUST INSIDE EXIST. OUTDOOR ENCLOSURE Date Inspection Item Inspector _Act Comments 09/26/2012,89 Final Combo. RI : 09125/2012 89 Final Combo PD AP OK TO FINAL PER PD 09/21/2012 11 Ftg/Foundation/Piers PD AP 09/21/2012 44"Rough/Ducts/Dampers RI 2 pm pis 09/17/2012 44 Rough/Ducts/Dathpers RI UNSURE OF CODE Tuesday September 25, 2012.Page 1 of 1 Carlsbad 12-1330. 8/8/12 EsGil Corporation In partners flip with government for Bui(ding Safety DATE: 818/12 6P_ 4W =:;EV1WERJURISDICTION: Carlsbad FILE PLAN CHECK NO.: 12-1330 SET: L 0 • .. PROJECT ADDRESS: 1969 Palomar Oaks Way 0 PROJECT NAME: Foundation & Anchorage for Vaporizer for Air Products & Chemidals . The plans transmitted herewith have been corrected where necessary and substantially comply 0 with the jurisdiction's building codes. 0 0 0 LI The plans tranmifted herewith will substantially comply with the jurisdiction's 0 0 • codes when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant defiàiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 0 The REMARKS check list below is transmitted herewith for-your information. The plans are 0 being held at Esgil Corporation until corrected plans are submitted for recheck. 0 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant 0 contact person. 00 •• -. 0 0 0 0 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. 0 * Person contacted: 0 Telephone #: 0 Date contacted: (by: ) Email: Fax #:, 0 • 0 0 - 0 • - - 0 - LI REMARKS •-i 0 0 0 - 0 0 By: Chuck Mendenhall 0 Enclosures: 0 EsGil Corporation • 0 0 •0 • • 0 0 U GA U. EJ PC Phone in & E- Mail • . 0 0 0 0 0 EsGil Corporation In 41drtnership with government for Bui(ding Safety NT nIEWER FILE SET:! PROJECT ADDRESS: 1969 Palomar Oaks Way . PROJECT NAME: Foundation & Anchorage for Vaporizer for Air Products & Chemicals. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially cOmply with the jurisdiction's 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 REMARKS checklist below is transmitted herewith for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. Submit responses and 2 sets of revised documents to Esgil Corp or City Bldg Dept. 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: . Gary Maxwell 8941 Atlanta Ave #365 Huntington Beach, CA 92646 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: Gary Maxwell . Telephone #: 949-632-6018 Date contacted: 7-24-12 (by: 1_) Email: garymaxarc.com Fax #: 949-625-7613 er,'acck 7-2..S-'2_ REMARKS Check List: A. The plans show that the anchor bolts for the vaporizer are 5/8" HILTI HIT 5000. The design calc's are based on anchor bolts embedded in concrete. Provide design justification of the epoxy anchor bolts. B. The installation information listed for the vaporizers required 3ft clear to the nearest structure for cold are removal. The enlarged loacation plan on sheet A-i shows only 2ft to the adjacent masonry wall. By: Chuck Mendenhall Enclosures: EsGil Corporation . . LI GA LI EJ fl PC 7/16/12 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 V.. DATE: 7/23/12 JURISDICTION: Carlsbad PLAN CHECK NO.: 12-1330 BUILDING PORTION - AREA (Sq. Ft.) Valuation Multiplier Reg; Mod. VALUE ($) . . VáporizerFdn NA City Est Air Conditioning - Fire Sprinklers TOTAL VALUE - 5,000 - --. I. Carlsbad 12-1330 7/23/12 . [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 12-1330 •- * PREPARED BY: Chuck Mendenhall DATE: 7/23/12 BUILDING ADDRESS 1969 Palomar Oaks Way BUILDING OCCUPANCY: F-i TYPE OF CONSTRUCTION: NA 'V. S. •.• 4- 'V BUILDINGPLANCHECK " Development Services' . Land DevelopmentEngineering C'I I V OF CHECKLIST CARLSBAD QUICK-CHECK/APPROVAL 1635 Faraday Avenue www carlsbadca ov - . • . , '• .V I , S .- •. ENGINEERING Plan Check, for CB12-1330 I . Date:. 07117112 * . . . . Project Address:, 1969 PalomarOaks Wy., ' . . . . • APN: 213-092-20 " I- .5 ,•• . . . - . ' . . I • . V. Project Description outdoor installation of vaporizer on Valuation $5,000 1 concrete platform 3. ' . . . , . . 5- 5- - . V 'V . • .5 .V'. V •.. V . p _c I •'• -. . -: - • • .R ,' ,• .5. • . - / . . . . - - p ..- . ''- . .- -'4' . - V • 1 . -. , . .. . . . . ENGINEERING Contact Kathleen Lawrence , ., En all kathleen Iawrence@carlsbadca gov Phone:'760-602-2741 Fax 760-602-1052 ERESIDENTIAL L7J TENANT IMPROVEMENT El RESIDENTIAL ADDITION MINOR -.' - E'PLAZA CAMINO REAL - <00,000.00) El CARLSBAD PREMIER OUTLETS El COMPLETE OFFICE BUILDING . V... ' . - 'V. . ,- .: • 5. El OTHER cell antennas - , OFFKALUSEONLY- - ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT 1 'V .-. ' .I: -- T- .... .-.*.'. .• V BY KATHLEEN LAWRENCE DATE 07/17I12, .. VV,I * .* 4- REMARKS '- V& 11 t -I - •• ' I r 44 " I 4'4. , - - Notification of Enguneerig APPROVAL has been sent to via , ci Oil 4-v - - --------------------------------------------' V.' - 36 Page 1 of 1 REV 4/30/11 :5, ....... PLANNING ENGINEERING FIRE PREVENTlON' 5. 760-602-U!& - 760 602 2750 , 760 -6024665" --. •• . .-*!._........... ..,'.P.4 Chris Sexton . Kathleen Lawrence . Greg Ryan 760-602-4624 . - 760-602-2741 .. 760-602-4663 .R Chris.Sexton:carIsbadca.ov Kathleen.Lawrence@carisbadca.gov Greeoryyan@carisbadca.gov E Gina Ruiz Linda Ontiveros LEI- -Cindy W ong. - .. - 760602-4675. '.- - . - ...760-602-27 73 . - .760-602-4662 F Gina.Ruiz@carisbadca.gov . Linda.0ntiveros@carisbadca.ov Cynthia.Won@carIsbadca.ov5 I Dominic Firi . • - -. - - . 760-602-4664 F . -. Dominic Fuericarisbadca g 4 .. F- /Jt\ PLAN CHECK F - Communuty&Economic VIEW Development Department CITY OF F VI VV 1635 FaradayAvenue A DI co - . TRANSMITTAL- ; Carlsbad CA, 92008 U D • www carlsbadca gov 4 1 DATE July 16, 2012 PROJECT NAME PROJECT ID I PLAN CHECK NO CB 12-1330 SET# I ADDRESS 1696 Palomar Oaks Way APN 213-092-20 -- F--. This plan check review is complete and has been APPROVED by the Planning Division By n Chris'Sexto * 5 ;. • 5. •_ : ,. • o F - I : •• . . S - - .A Final Inspection by the Planning Division is required Yes Z No -- This plan check review.is NOT COMPLETE IteMShMissing or incorrect dire listed on attached checklist Please resubmit amended plans as required Plan Check Comments have been sent to 5 . - - S5 • .- - SI]! You may also have corrections from one or more of the divisions listed below Approval from these divisions may be required prior to the issuance of a building permit.-. Resubmitted plans should include corrections from all divisions For questions or clarifications on the attached checklist please contact • -the following reviewer as marked: I -- F, Remarks: I 5' F-p 1 I F c *- F S .:• - - S - / PLANNING DIVISION ,,Development Services BUILDING PLAN CHECK Planning Division * - 1635 Faraday t Y. OF APPROVA L (760)602;4610 /\RLSB/\I 1 P29 wwwcarlsbadcagov , '- ENGINEERING ' .. •' FIRE PREVENTION ..... • ' $760 602 4610 . .. .S.- , 760 602 2750' i .,760 602 4665J - : •;::' :1'' :, . :.. .t,-. .... Chris Sexton 'Kathleen Lawrence - J Greg Ryan- -760-602-4624- . 760-602-2741 . 760-602-4663 . Chris Sexton@carisbadca gov 6 Kathleen Lawrence@carisbadca gov Gregory Ryan@carisbadca gov Gina Ruiz Linda Ontiveros Cindy Wong 760-602-4675 . S • 760-602-2773 760-602-4662 .' Gina.Ruiz@carisbadca.gov Linda.0ntiveros@carisbad6a.0v Cynthia.Wong@carlsbadca.gov - Dominic Fieri I . S - 760-602-4664 Dominic Fieri@carisbadca gov PLAN CHECK DEPI=TpEett bepartriint & Economic C I REVIEW T Y .0 F.. 1635 Faraday Avenue CARLSBAD TRANSMITTAL k C6,dsbad CA 92008 DATE 08/13/2012 PROJECT NAME AIR PRODUCTS-N2 VAPORIZER PROJECT ID CB121330 PLAN CHECK NO I SET# I ADDRESS 1969 PALOMAR OAKS WY APN •t.•' - 4 This plancheck review is complete and has been APPROVED by the FIRE Division ByGR A Final Inspection by the FIRE Division is required Z Yes No This plan check review is NOT COMPLETE Items missing or incorrect are listed on the attached checklist Please resubmit amended plans as required 4 • • - Plan Check Comments have been sent to You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit Resubmitted plans should include corrections from all divisions For questions or 'clarifications on the attached checkiist piease contact the following reviewer as marked .6 - -, - _, I •.. - 5, Remarks 4 ,- . . . S • S - - - . - . I - 5_ * •' - I - • .. C- ,, - 4 S • 5 5 C S - P C . . -• C - . - -5- S I - S - • -S + C • . . I - •' '. '5 5 .5 . S. • -• 4 . 5•• '_; .4 C . . . 5 •5 5_. • - - - - 5 ______ CarlsbadFire Department TO JLDNGDEP r Plan Review. Requirements Category T ,, INDUST Al Date of Report 08-13-2012 Reviewed by:_ 55 5 -. S •55 • S. 1 • - -. - - - -- - - S a- Name GARY MAXWELL Address 1 8941 ATLANTA AVE #365 :.. HUNTINGTON BEACH CA .92646 " - - S - -- -- -. • - -5' - -' - --5 S. • 4- -. 5-- - .- - S - - - 'Perrriit.#:-CB121330--. - -. - •. - - - :•- -' -- - 45 •5, 4 1 - - Job Name AIR PRODUCTS INSTALL VAPORIZO Job Address' Address 1969 PALOMAR OAKS WY CBAD 4-' - ___-----:.-.--- -. 5-- - .5-'• Conditions -. I )-5- Cond C0N0005605 I [MET] 4- -4- * CITY OF CARLSBAD FIRE DEPARTMENT -'APPROVED:, * -THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OFISSUANCE,QF,. 4 BUILDING PERMIT THIS APPROVAL-IS SUBJECT TO FIELD INSPECTION AND REQUIRED NOTATIONS HEREON, - 4-CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL'-APPLICABLE REGULATIONS. THIS'APPROVAL'SHAJL NOT BEHELD -TOPERMITOR APPROVE THE VIOLATIONOF ANY LAW En 08/13/2012 By OR Action AP - 4- 4- 4- -IL 4 1 1. 4 F. 2 . . . •- . -•. PLAN REVIEW COMMENTS 2 Page:1of3 -, - V BLDG DEPT COPy Dary! K James & Associates, Inc Chckectby Daryl Kit James 205 Colina Terrace Date July 18 2012 ' Vista CA 92084 q 4 APPLICANT Gary Maxwell JURISDICTION Carlsbad Fire Department PROJECT NAME Air Products PROJECT ADDRESS 1969 Palomar Oaks Way - j,-. 4 . •-. --. 4 .. .., . - .. 4 PROJECT DESCRIPTION: C8121330 Outdoor. Installation of Vaporizer on Concrete Platform This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department .. s The items below require correction 'clarification or, additional information before this ptan check can be approved for pêrmit issuance. INSTRUCTIONS / Corrected Plans - A descriptive narrative of revisions shall be provided on this form following each comment, Note on this document (or copy) how and where each correction item; listed. below has been addressed (sheet number, note number, detail numbe, Iegénd'.niimber,' etc.). 4Corréctions or modifications to the plans must be. clouded and provided with numbered deltas and revision dates .,',A coy of Building Department (EsGil) comments MUST be submitted to the following address with plan revisions to avoid delays 4 I TO ENSURE EXPEDITED REVIEW, PLEASE SEND OR DELIVER REVISED PIANS WITH BUILDING DEPT. COMMENTS DIRECTLY TO: DARYL K.' JAMES & ASSOCIATES INC ' 205 COLINA TERRACE 4 VISTA CA 92.084 .4 Please direct any questions regarding this review directly to Daryl K James 760-724-7001 or kitfiresbcglobaI net , 4.. .; .- &i. 4... ., Provide a List of Applicable Codes and Standards Adopted by California / 4 .. 44 Provide a descriptive scope of workincluding demolition, construction and alteration for this project. 4. .. A Provide Detail 1/A- I as indicated on Site Plan .4 4. ... Show the following on-plan . •- •' .: - • - . 4'. .. . 3 feet separation from adjacent structure (Note 2) Provisions for drainage (Note 3) Show method of protection from physical contact (Note 4) Type and location of fire extinguisher .. ' Provide manufacturers 'specifications including listing for vaporizer equipment and a descriptive narrative of vaporizing operations including products and materials use' d,or produced in the process Describe existing adjacent equipment not in contract Provide permit number issued for existing adjacent equipment' Clarify, if this storage area was approved previously approved as an open area .4. ._- . -• .:., . -_.._.-. - _1,. - -• . . -. - . ,• -. -- . . . 4 . • '4 4.. ¶ -'. .• 't'. . - .. 4 44 . . .4.- S -. -t • v_* ¶ ;. • . 4 4. 4 . . 4 4 ., . '. • 4.,, 4 . ¶ - , NGS. (/mIIIIIIIIIII 'CIVIL ENGINEERING I GEOTECHNICAL I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I SURVEYING INSPECTION REPORT PAGE . 1 OF .'1" CTE JOB # 10-11262T REPORT# PROJECT NAME: Air Products INSPECTION MATERIAL IDENTIFICATION ADDRESS: 1969 Palomar Oaks Way Carlsbad CA. () CONCRETE CONC. MIX#/PSI MASONRY GROUT MIX#/PSI ARCHlTECT:Maxwell &Assc. . ( ) P.T. CONC. MORTAR TYPE/PSI ENGINEER: SGE " ( ) FIELD WELD REBAR GRADE CONTRACTOR:Air Products - ( ) SHOP WELDING STR. STEEL. INSPECTION DATE: 9-18-12 . ( ) PILE DRIVING H.S. BOLT . ) BATCH PLANT MAS. BLOCK . PLAN FILE: ) EXP. ANCHOR ELECTRODE BLDG PERMIT: CB121330 (X) EpoxyBoIts . OTHER Material CONCRETE ( ) 'MORTAR ( ) GROUT Sampling ( ) FIREPROOFING ( ) MASONRY BLOCK REBAR . ( ) STRUCTURAL STEEL ( ) BOLTS INSP. PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS Inspection of installation of epoxy anchor bolts for vaporizer equipment performed. Bolts used were per plan specified 5/8" all thread embedded into concrete 6". Holes were drilled and cleaned per manufactures specifications. Epoxy used was -lilti Hit RE 500with expiration of 05/13 and batch # 3019876 and is compliant with plans. Epoxy placed into' holes with Hilti gun and bolts were sufficiently covered with epoxy with no visible air bubbles or pockets. Installation compliant with manufactures specifications and engineering plans. Certification of Compliance: All work, unless otherwise noted, complies with the approved plans and specifications and the uniform building code. . NAME: (PRINT) • CHRIS MARQUARDT ' , SIGNATURE: CERTIFICATION NO: 8066762 SD1 148 . . 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO, CA 92026 (760) 746-4955 FAX (760) 746-9806 - PROJECT NUMBER @1 CARLSBAD FIRE DEPARTMENT EXPEDITED PLAN CHECK REQUEST Your Name am requesting 'Expedited Plan Check Services' and understand I will be levied an additional fee assessed at the rate of $90.00 dollars per hour plus $25.00 dollars administration -fee. I understand that my plans shall not be released until all fees are paid I Your Name - the applicant1 am solely-responsible for all fees due should the project be withdrawn or otherwise not completed. And by signing below I acknowledge that my plans shall be forwarded by the City of Carlsbad to an independent contractor/consultant. Your Name I, acknowledge that the 'first review' time for all expedited Fire plan reviews will be ten— (10) business days from date of submittal. These additional day account for acceptance and delivery of your plans and then the parcel return to our office if-recommended for approval. - Your Name - the applicant, acknowledges that corrected or revised plans shall be sent directly to the plan checker, at the address specified on the Correction List, at my cost, parcel post or other means. I, your Name acknowledge that a turn-around time for re-submittals is five- (5) business days from the.date plans are received at the address specified by the plan checker on the Correction List. Once all corrections are made, your plans are then returned to the Carlsbad Fire Department with.a "Recommendation for Approval" based solely on the adopted Codes and Standards. This-is not an approval. Your plans are then forwarded to the Carlsbad Fire Department, and once your plans are received by our office they are subject to an additional review to ensure conformance with Carlsbad Municipal Code. This additional review is subject to an additional review period of seven- (7) days from date that we receive the plans from the plan reviewer. The Carlsbad Fire Department does not perform 'Over-the-counter' plan review services. Plans submitted to the Carlsbad Fire Department for review by CFD staff shall be checked on a 'first corne,'first served' basis and could take 10 days or morkor 'First' review. YES me PLEASE CIRCLE YOUR SELECTION Applicant Signature Ii-Piç t._ Date Copy to Building and Fire Prevention file Revised 06/13/2011 I - Structural Calculations _J Project Schumacher Vaporizer AOL Location 1969 Palomar Oaks Way I Carlsbad CA 92009-1307 SGE No 512.051.859 I Table of Contents Project and Site Location Information 1 I Equipment Data 2 Forces & Anchorage Design VAI-824-SVSLI 5-SP Vaporizer 3 I Existing Pad Analysis 11 I I Summary Equipment. . . .. AnchOrage . . . (N) VAI-824-SVSL15-SP Vaporizer HILTI HIT RE 500 SD Epoxy Anchors . . 05/8" A36 rod with 6" embedment I (1 per leg, 6 per unit) Pad(s) . . . .. . Parameters & Reinforcement .. . . . Equipment Pad 22 x17'x8" Minimum I (E) 2500 PSI normal weight concrete minimum, I assumed ............. Analyzed as unreinforced (OK) ... ,. . I I I I •. . ,. .. :.. . ., .. ... ATC Wind Speed: www.atcoUnôiLorgfwinthpeed .- r ./• ., -.. I 2 I 3 I 4 I 6 I 7 I 8 I 9 I 10 - - -. [1140] F •• 351/4.[895]_._ 00 1' .Cft 67 1/8 _______________ 3/4 (Bos)_H 8 [203] TM .52 1/2 I [1334] 10(254) TYP . 44 1/2 01 [025] . (.1 301 - - - - LIFTING EYE _____________ 221/4 ••- •: mnmi' -I I [.65] HOLE I 01 [025) A r- ANCHOR BOLT PATTERN 0 1 __0 IIIIIIIIIIh - ,.-• IllIllIllIlIll. . - •0 • ••' - .. . . -. 0 * 0 225 7/16 III 1111111111 .-- ., 0, C [5726) liii 11111 11111 - '-.. _00__. •.0 . - •0• - - _•0 11111 NOTES - 11111111 liii 1 DO NOT IMPOSE LOADS ON HEADERS USE STANDS FOR SUPPORT B. DESIGN DATA 1111111! liii .-. 2 ALLOW AT LEAST 3 FEET [914] CLEARANCE TO ADJACENT - IN ACCORDANCE W/ASME CODE SECTION -. I1I1III1lllhII STRUCTURES FOR COLD AIR REMOVAL - DESIGN TEMP -320 TO i-1507 [-196 TO +66'C I 3% FOUNDATION. SHOULD HAVE PROVISIONS FOR DRAINAGE - MAWP 275 PSIC [19 BARb] 0 +1507 (+66C] liii 111111111 AND LOW TEMPERATURES \- - M D MT -3207 (-196t1 AT 275 PSIG [19 BARC - - 111111111 U III - 4. SURFACES OF VAPORIZER OPERATE- AT LOW TEMPERATURES . - PNEUMO TEST: 305 PSIG [21 BARd '. AND SHOULD BE PROTECTED FROM INADVERTENT TOUCHING 9 MATERIALS PRESSURE PARIS i iv i i •p . '. 5. INLET CONNECTION: 1-1/2 O.D. x .065W S.C.B.W. TUBE. Ts. 58221-6053-IS ALUMINUM. II II lilt L,JII UL,...FI II OUTLET CONNECTION 1-1/2 O.D.x 065W S.C.B.W. TUBE-( - TUBING SA213/269-316L ST SIL - . I .j' 6. APPROXIMATE WEIGHT: 1,800 LBS [816KG]"' . ,.. . SEAMLESS, ELECTROPOUSHED TO bRA. . 24 (610] I 1 /2 OPERATING WEIGHT 5400 LOS [2449 KG].—"-'"" - I I u Iii!i r [13] 7 DIMENSIONS IN BRACKETS'( ] ARE MILLIMETERS UNLESS OTHERWISE NOTED . 5 9/16 •.5 9116 "J . - . . 00 NOT SCALE DRAWING -1 I— - - • - -: SONAIURES DAlE MURRIETA, CA 02662 USA -. T'YP - 31 3/4 16 11/16 [624]L_4 0 -• •. • IR Illuxam.cm EH_ C1IM1I 2I1 OUTLINEECK 0 DUDS" Am a too CHECK A (806) . 33 3/8 -, . ENOR VAI-824-SVSLI5-SP [848] . .' • "- x t1 Ippo AMBIENT VAPORIZER 0 I 44 1/2 - . - -. .0 * .03 FE*.C1WIS I [n3Or1 Bi 7X733 r 6046300r kow ir - _,* l *(I *ZC pu _____ IC awac WAIC OIVW,C 'L — — — - -- 't 'L ., " •••'-': '. - V I " t Sheet S. GORDIN STRUCTURAL DESIGN Schumacher -VAi-824-SVSL1S-SP - Equip v12.005.xlsm __. ENGINEERING SERVICES (SGE) - LOADS 15351 Noñi,andie, livine CA 92604 ' •V 6/4/2012 Telephone (949) 552-5244 " • " EQUIPMENT : ''VAI-824-SVSLi5SP Project: SCHUMACHER' Location: CARLSBAD, 'CA .SGE#: 612.051.859 V 0 V 0' ' REF. SHT., . V , .,:. '. F • I '• -. - _____ . ' H. HCG= 1277 IN I 'V'"' , ,,, " ' .' "' 'I "V ' _' _I Weight Seismic.force Wind forc ' V V 1. distributi on distribution ' distribution I diaam ' diagram , daiagrarn gr ti Elevaon EQUIPMENT DATA 14 ' H= 225.44:, inches total height WE= 1 8 kips empty weight I 30' inches leg height ,V , 'WF = 5.4 kips 'operational wt'j' LA = 44.5 inches length, btwn basepl CLs, L= 67 125 inches m ax transv dim ' WA , :V3115 inches width, btWn baseplCLs V W= 44.875 inches -min. transv. dim. I T= 0.15 SEC -0.'06, EQUIP FLEXIBLE 2009 IBC Section 1613, & ASCE 7 Chapters 11, 12, 13, 15 IBCTBL 1604.5 I ' ,IP= I ASCE 7I3.1.3 ' R= 2 ASCE 7 15.4-2 ZJH=. 0 '' AT GRADE .25 ASCE 7TBL136-1 '1RP= 2.5, , ASCE 7'TBL 13.6-I. 61TEDATA ZIP CODE 92011 LATITUDE 33.11855 LONGITUDE -117.28363 V 5S 1.184 SI; 0.447 SITE CLASS - D 'OK I .1 !SEISMIC-DESIGN CATEGORY P. ' ASCE 7 TBL 11.6-1, -2 - FA :F 1.026 cBCT8L16i3.5.3(i) Ii ' • F= 1.553 ', CBC TB,L 1613.5.3(2) SMSFA*SS 1 215 ASCE 7 114 1 V ' SMI=FV*SI= , 0.694 ASCE 7 11.4-2 V 0 ,SDS(213)*SNIS=, SDI=(213)*SMI= 0.810 .ASCE 7 II.4.3 4-4 0.463 ASCE 7 11 - ,. Tó=0.2*SbIiSDS=, 0.114 > ' 0.15, ASCE 7 11:4.5 TS=SDI/SDS 0 571 > OAS. ASCE 7 11-4.5 Ii ""0'•V ' ' . ' . ' ' . S GORDIN STRUCTURAL DESIGN Schumacher VAI-824-SVSLi.5-SP. Equip v12.005.x$sm Sheet _j.• ENGINEERING SERVICES (SCE) • LOADS 1 : 15351 Normandie. kvine.CA.92604 :6/4/2012 Telephone (09):562-5244 •• •• SEISMIC CONT. AS BUILDING STRUCTURE ASCE 7 CHAPTER 12, & 154 YIN V ASCE7 1541 SDS/(RJI) = 0.405 ASCE 7 A2.8-2 1 SDIITI(RII)= 1543 ASCE7 1283 0 044*ISDS =.0.036 ASCE 7 SUPPL 2 O5SIi(R/fl= 0112 ASCE7 1286 001 ASCE 7 1285 CSI= 0.405 ASCE7 1281 AS NON BUILDING STRUCTURE ASCE 7 CHAPTER 15 WF>=0 25*(WF=WPAD)? V ASCE T. 153 WI OF EQUIP EQUAL TO OR GREATER THAN fr 25% OF COMBINED WEIGHT OF EQUIP & PAD -0.01-ASCE 7 15.4-1:-. 0 8tS1l(RiI)= 0.179 ASCE 7 15A-2.., - .• -.- . CS2= 0.179 ANCHOR DESIGN COEFFICIENT KS AS NON-STRUCTURAL COMPONENT ASCE 7 13 3 KS=IF{MAX(CS1 CS2)>1 3(CS3) KS1 1 3) YIN V r KS 1.30 0 4*AP*SDS*(1+2*ZIH)I(RPIIP)= 0.324. ASCE 7 13 3 1 1 c=1 6*SDS*IP= 1.296.- ASCE 7 13 i2' 0 3*SDS*IP= 6.243-:. ASCE 7 13.3-3 CS3=0324 I SESIMIC COEFF CS= 04051 SEISMIC FORCES ON EQUIPMENT, USD DUE TO BASE SHEAR Eh = 0 405 W = 2.19 kips DUE TO VERTICAL COMPONENT Ev=0 2*SDS*I= 0 162 W = 0.87 kips TOTAL SEISMIC EFFECT E= Eh+Ev= 4 0 567 W = 3 06 kips SEISMIC MOMENT MS = Eh*Hs= 1 23 28 ft kips @ TOP OF SLAB SEISMIC FORCES ON EQUIPMENT, ASD / DUE TO BASE SHEAR Eh/1 4 0 289 W = T A '.562 kips ' DUE TO VERTICAL COMPONENT Ev/l 4= 0 116 W = 0 625 kips SEISMIC MOMENT MS = Eh*Hs= 63 ft kips @ TOP OF SLAB ,16 2:. • 1 • 4 t.J• • ., '••• •'j3 • p I t ç t ti * 4 1 1 • - , •: ,• • •. . I.-,•.. . e I S GORDIN STRUCTURAL DESIGN Schumacher VAt 824 SVSL15-SP Equip v12 005 xlsm Sheet ENGINEERING SERVICES (SGE) LOADS S S 1 15351 Norniandie. Irvine CA92604 r. . S 614/2012 Telephone (949) 552-5244 IWIND LOAD-PRY EQUIPMENT WEIGHT I . IBC 2009 SECTION 1609, ASCE7 SECTION 6 VALUE NOTES ASCE7REF 1=015 SEC I f =IIT= 667 HZ RIGIDSTRUCTURE BASIC WIND V= 85 tc MPH S . 5 .. S . Iw=tOO' . .. 5. 5 5 5 5 5TBL.6-1 EXP. CATEGORY C 5 5 6.5.6.3 5 DIRECT. FACTOR KD= 9 N S S S : TBL 64 KZ=08489 TBL65 H=15.00 FT 95 •. S .5 .TBL6-2. S S ZG 900 ••. .. . . 5. 5. 5: ; S TBL. 6-2 S 'GUST.FACTOR = 0.85 . . . :. . . .. . 6.58 I SITE FACTOR KZT= 1,00- CHECK TOPO FLAT SITE 6 57 2 S •'QZ=:,14. PSF QZ=0.00256*KZ*KZT*KD*V4*IW . S 6.5.10;.6-15. S S S .HID.-. 5.02 SHAPE= RECT I .S CF= 1.37,TBL 621 FQZ*G*CF 1642 PS F 6515,628 U WIND FORCE ON EQUIPMENT MAXIMUM 1 50 KIPS FWI F*L*(H.h)I1000 . S MINIMUM 1.00: KIPS FW2= F*W*(Hh)/1000 S S S S I DIAGONAL 1.80. KIPS.'FWO= F*(L2+W2)*111-1 h)J1000 I Ii I I - S. GORDIN STRUCTURAL DESIGN Schumacher VAI-824SVSL15-SP -Equip v12.005.xlsm. Sheet t.0 ENGINEERING SERVICES (SGE) - FORCES . 15351 Normandie Irvine CA 92604 194012 Telephone (949) 552-5244 . .. . . . WF 540K WE 180K HCG 10.64 FT '-:r- * FT: .;::6.59 . p - 65 FT - ; -- - EH p--' 219K 175K FW1 '- 1 50 K - FWO - 1 80 K T4'lr I II NX 3 EA ROW NY 2 EA ROW NO .'. 6.00 2'NX+NY 2 mu ' 0 5 LRFD FRICTION COEF * ..4 SEISMIC ç • : 1.00 •:..1.30 .'. ANCHOR DESIGN COEFE. ASCE713.4.2.a - ATAN(W/L) 35 6 - 35.6 DEG VO EH 219 175K Vx . V0SIN ' 1.27 -_;!."02 K VY VOCOS 1.78', 1 42 K . . - . -- - - - ,-. ;..t- MXX VY*HCG 1894 1515 FT-K .' MYY VX*HCG 13 54 '10.83 FT 7K*, I .P FAI - MXX/(NY*WA)+MYY/(NX*LA) 4-,80 3--84 K FA2'. EV/NO :0.15 0 15'K C WE/NO - 0.90. 0.90 K Cl FAI FA2 4 65 369 SEISMIC ONLY COMPRESSION VRES cl*mu 2 33 1 85 TMAXU .-' (FAtfFA2O.9C)*KS 4.12 K . PER BASEPL-., --ANCHOR DESIGNUSD CMAXU FA1+FA2+12C 602 ' K VMAXU VO/NO*KS I 0 001 0 001K V RESISTED BY FRICTION MMAX VO'HCG 1663 FT .-K. PER UNIT'.PAD DESIGN, ASD VMAX PMAX VO 0 9*WF 156 K 4 86 K . WIND - -. .. . .......4. .. .- ..- ' . .- ' -' . i ATAN[(W/L)12 • '21.1 DEG '.4*-- -.' .. 4 vx FO*SINc 1 082 K - ' vy - FO*COS X 1 160K ..- 0. MXX VY*HCG 1705 FT-K.r- -- MYY VX*HCG .8 .72 FT-K' PW MXX/(NY*WA)+MYYI(NX*LA) -4.01 K C WE/NO 030K VRES Cmu 2 00 K TMAXU 1 6*PW*O 9C 6.14 K PER BASEPL4 ANCHOR DESIGN, USD CMAXU + 1 6PW1 2*C 677 K WIND GOVERNS VMAXU I 6FW/N0 0 00 K V RESISTED BY FRICTION SEISMIC GOVERNS MMAX FW1*HCG 1592 FT -K' PER UNIT PAD DESIGN, ASD VMAX FW1 150 K SEISMIC GOVERNS PMAX WE 1.80 K SEISMIC GOVERNS -t S.. -• • . -. *- j•' - . * - S Gordin Structural. Design & Engineenhg Sérvicés (SGE) IrvineCA L ff,.~ .. Tel (949) 552:5244 Sciumacher - Anchorage to Concrete v12.017.xlsm High Est. - 500 SD 6/4/2012 ANCHORAGE TO CONCRETE: REFERENCE: 2009 IBC, ACI318.08, APPENDIX D, ICC ESR 2322 FORMULAE VALUE UNIT COMMENT . ACt 318.08, ESR 2322(E) FORCES & CONDITIONS FACTORED PULLOUT FORCE Nn1 . 6.14 KIPS REFER TO (19 FACTORED SHEAR FORCE Vñ1 .. 0.00 KIPS SHEET FORCE FACTOR KF 100 ASCE1342a FACTORED PULLOUT FORCE Nn Nn1KF 6.14 KIPS FACTORED SHEAR FORCE Vn Vn1 KF 000 KIPS COEFFICIENT FOR SOC (CONCRETE ONLY) hsc 075 1908 116 .# SOC.C-F DUCTILE FAILURE IN SUPERSTRUCTURE Y/N N. N. . . 1.00 . USE A FACTOR OF 2.5 TO DESIGN FORCES Y/N. kos 1908.1.16 CONCRETE STRENGTH (NWC) ft 2500 PSi .GROUT PADS (SHEAR ONL'/.) kg . N . . 1.00 0.6.1:3 CRACKED CONCRETE Y/N N . . V - HAMMER DRILL, CARBIDE BIT Y/N HAMMER DRILL, :CARBIDE' 61T . E TEL 9 OR 10 GEOMETRY . #OF ANCHORS IN THE GROUP .. EFFECTIVE INTENSION nt 1.00 . , . 1.00 <4. EFFFECTIVE IN SHEAR fly ALONG LOADED EDGE HALE . . . 1.00 INFLUENCED BY HOW MANY EDGES DIAMETER . . . . - ANCHOR da . . . :0625-IN INSERT d 0.625 IN . SPECIFIED STRENGTH OF STEEL ANCHOR. TENSILE ful KSI ANCHOR, YIELD fy. . . 36 KSI . !ytc=125,000 PSI; fytc=1.91y 1.9fy . 68 KSI OK I ful : . 55.KSI INSERT.' ENSILE fut $8' KSI ANCHOR. YIELD fy . . . . . 30;KSI. <= c= . . fyt125.000 PSI: fyt1.91y l.91y . 68 KSI. OK tut : 58 INSERT/ANCHOR(S) EMBEDMENT ASSUMED he! . 8:o 'IN L OK INSERT/ANCHOR EMBEDMENT: MINIMUM he! min 3.13. IN E.5;12 PAD THICKNESS ,MINIMUM tp 725 IN E TEL 8 PAD THICKNESS. ASSUMED Ip 8.00 IN CX I ACTUAL SPACING . . . DIRECTION 1 (MINIMUM) SI 4000 IN > 3hef. SINGLE DIRECTION 2(MAXIMUM) :s2 63.00 IN >3he1,.SINGLE ALONG LOADED EDGE SL 8300 IN __ :MIN. ANCHOR SPACING smin . 3.13 IN OK 8 3hef .18:00 IN AVAIL. WIDTH OF HALFPYRAMID BASE wa 990 fl• ANCHOR EDGE DISTANCE . . . /. ., DIRECTION I Cli . , . 9.00 INPOK c12 60.00 IN K DIRECTION 2 c21 900 INK c22 . 60.O0.!N x 1 5hef . .9,90 IN. ACROSS SHEAR FORCE CiA 900 iN C2A 600 IN PARALLEL TG (ALONG) SHEAR FORCE ci . 9.50 IN: _______ MIN. -EDGE 01ST cmin . 5d. . . 3.13 IN ,J OK D.6.24 STEEL STRENGTH. TENSION . . . ANCHOR . INSERT THREADS PER INCH at 11 00 N/A EFFECTIVE AREA Ase= —/4(d0- 9743/nt)2 02260 IN2 N/A NET AREAS NOM; STRENGTH OF ANCHOR GROUP', STEEL Ns nt(Ase)fut . 13.11 KIPS N/A STEEL STRENGTH REDUCTION FACTOR QS 0 5 0.75 D 3 DESIGN STRENGTH STEEL 0 $145 983 KIPS N/A 052 9.83 KIPS. S. Gordin Structural Desig +7. EngineerIng Services (SGE) Irvine CA Tel (949) 552-5244 6(412012 , C OR A GE TO CONCRETE:' - - REFERENCE: 2009 BC. AC131808, APPENDIX D. ICC ESR 2322 - FORMULAE VALUE UNIT COMMENT Ad 318-08. ESR 2322 (E) CONCRETE BREAKOUT STRENGTh TENSION PROJ AREA OF TENSION FAILURE SURFACE FOR ANCHOR GROUP I . 05 M-1 CLOSE TO EDGE ANIc (c141 5he1)(2 1 5he1) N/A IN cI1 5he1 052 1 qt=. AWAY FROM EDGE AND 9flef2 324 IN2 0>1 5he1 nt2 CLOSE TO EDGE AN2c (c1I+sl+1 5he0(2 1 5he1) N/A IN2 cicishel I nt=2 AWAY FROM EDGE AN2a (sl+3'flef)(3 hef) N/A C1>l5hef, ._c2cl5hef nt=4CLOSETOEDGE AN46 (cl+sl.15he1)(c2+s2+2 15hef) N/A sl-c3he1 t s2<3hel cl>15he1 . •. nt=4 AWAY FROM EDGE •AN4 (s1+3fle0(s2+3'hel) -- N IN - c2>1.5he1, - - - .' ':---, .. .. sl<3hef, '''-._'s2c3hef. . . , .nANO '- .. -324 - -- •. AN <=n AND 324 IN', kc 24 UNCRACKED E 4.1.3 BASIC BREAKOUT STRENGTH IN CONCRETE Nb kc (fc)" (hefl 1764 NIPS D-7 ECCENTRICITY OF PULLOUT FORCE e'NI 000 IN eN2 z 000 IN MODIFICATION FACTOR FOR ECCENTRICITY 411 V(3hil]I 1.00. .' 0-9 4,12 I1+2e'NJ(3he1)r1 J 100 'Pt 'P114'12 00 MODIFICATION FACTOR FOR EDGE EFFECT 1 00 c1=1 5he1 D-10 N/A " cl<1511e1 0-11 'P2'' MODIF FACTOR FOR CRACKED TENSION ZONE 'P3 ' <lj =i 125 '1 25OTHERWISE NO TENSION 100 * NOMINAL CONCRETE BREAKOUT STRENGTH " FOR SINGLE ANCHOR Ncb (AN/AN0)('P)(4,3)Nb 2205 KIPS 0-4 FOR GROUP OF ANC HORS Ncbg (AN/ANO)('P1)(+2)4+3)Nb 12205 NIPS -. 0-5 STRENGTH REDUCTION FACTOR OC1 075 DESIGN BREAKPUT STRENGTH 0CI Ncbg 1653 KIPS CONCRETE PULLOUT STRENGTH TENSION TEMPERATURE RANGE A E TB&. 9 MAX LONG-TERM TEMPERATURE 80 F E TEL 9 MAX SHORT TERMTEMPERATURE 110 ¶ ETBL9 BOND STRENGTH IN CONCRETE r 1947 PSI UNCRACKED E TBL 9 OR 10 MIN EMBEDMENT helm 3 IN E TBL 9 CRITICAL SPACING sail 20d ( /1450)''=3 hef 17 97 IN E D-16d CRITICAL EDGE DISTANCE ; 1 '. scrl/2 ,'-8.98 IN ED-16e 73 kc (herl'c)"I(n d) " ' 1 497 PSI E D14n GROUP MODIFICATION FACTORS FOR GROUP ACTION". CTION * (nl)t'-((nl)" 1)(7 r.3)' 1 ' 100 E D14h GROUP ACTION +(sIsu1)'2 (1 'P)e1 100 E 0149 POST INSTALLED ANCHORS I + 100 0527 EDGE EFFECTS SINGLE ANCHOR E D5.3.12 ONA I .. cminccr1 E 014-o - N/A ' cmln-cccrl E014-p FOR ECCENTRICITY 1 00 NO ECC - -. r,. ---- -, I - t I ' Schumcher -Anchorage to'Concrete v12017.xtsm High Est. 7 500 SD II Cl S. Gordin Structural Design & ' Englneenng Services (SGE) I Schumacher. Anchorage to Concrete v12 017 xlsrn TeL '(949) 552-5244 ''' '' 6/412012 PULLOUT, CONTINUED STRENGTH REDUCTION FACTORS . S FOR BOND INSEIS. CATEGORIES C-F aws 0.65 ETBL94 FOR INSTALLATION CONDITIONS 01 DRY ', . 0.65 E TBL 9 Kws 1.00 DRY ETBL9 PROJ. AREA- OF PULLOUT FAILURE SURFACE FOR ANCHOR GROUP 01=1 CLOSE TO EDGE ANic 1 (cll+c12)(c21+c22) N/A f c1th1 E,D4.1.4 n1=1 AWAYFROM EDGE ANO 1 sci 323 iN2 c1ccr1 E 0-14c nt=2 CLOSE TO EDGE AN2c1 .(c11+s1+12)(c21+c22) N/A IN2 n12 AWAY'FRoM EDGE' AN2á 1 .. NIA' IN2. cl'ccrl; s1 . . , . . . . c1.ccc:1 . n1=4 CLOSE TO EDGE AN4c1 (C11+51+c12)(c21+s2+c22). . N/A iN2 , ., cr . . . . . cl'cul; '. rit=AWAY FROM EDGE. AN4a1 N/A IN2 • s2'scrI • nAN0 323 IN2. . AN 1 <'nAN0 1 . 323 IN2 NaO rJ rd*hef . .14.9 KIPS . NOMINAL STATIC PULLOUT (BOND) STRENGTH FOR SINGLE ANCHOR. Na (AN1/AN01)($)Na0 14.9 KIPS 'ED-14a (AN1iAN01) . FOR'GROUPOFANCHORS Ncbg . • ,. . EDNA GSA' ECEA' PNA' NAP 14.SIKIPS 'ED-14b DESIGN PULLOUT STRENGTH l • Ncbg 9.7 'KIPS ANCHOR GROUP TENSION STRENGTH . . . . . . STEEL Ns . •' 9.8 KIPS" . . CONCRETE Nc: , , 9.7 KIPS 'DUCTILESTEEL ANCHOR YIN.. V • . . . STEEL STRENGTH GO VERNS YIN N •, '. . CONSERV., NOSUPPL REINF.. COND B, YIN V . ' FACrD TENSILE-STRENGTH OF ANCHOR GROUP MINI'Ns,.NcJ 7.27 KIPS SHEAR. S ' . D.6.1 STEEL STRENGTH IN SHEAR' Vs kg*n*06Asé*f,t , 7.86 KIPS ' ' 0-20 FACTOR FOR STEEL SHEAR STRENGTH IN SEIS CAT,C-F as 0.70 S CONCRETE BREAKOUT STRENGTH (SHEAR) ' SHEAR FORCE PARALLEL TO EDGE YIN ksd N ' 1.00 SHEAR FORCE ECCENTRICITY. eV. 0.00 I OK I MODIFIcATIoN FACTORS FOR SHEAR STRENGTH:' FOR ECCENTRICITY +5 11+2 ev/(3 C1)r 51 100 NOECC 0-26 FOR EDGE DISTANCE c2/d.. ' '. 6.67 ' , .0-28 ' +6 '. . . 1.00 c2lcls=1.5 FOR TENSION IN THE'ANCHORING ZONE CRACKING IN THE TENSION ZONE N ' . ' , 0.6.2.7 MIN. #4 WITHIN c1 V MIN. #4 WITH STIRRUPS @4 MAX WITHIN ci +7 ' N . '1.40 LOAD BEARING ANCHOR LENGTH SHEAR Le 500 IN L<8d0 BASIC CONCRETE BREAKOUT STRENGTH, SINGLE'ANCHOR. Vb 7(LeId)c2(d)ta(fc)(c1) '12.28 KIPS , 0-24 1.51 ,,. . 14.25 IN PAD THICKNESS ' 'Ip ' '8,00 IN. .'DEPTH OF-SHEAR FAILURE HALF-PYRAMID BASE dp MIN(1.5c1,tp) " , 8:00 IN , . ' ANCHOR SPACING ALONG LOADED EDGE SL' , , 6300 IN EDGE DISTANCE ACROSS SHEAR FORCE CA'' ' , 9,00 IN ' - - -- Cd MIN (15c1c2) 900 IN Au I' • ANCHORAGE TO CONCRETE: REFERENCE:200915C, FORMULAE VALUE UNIT COMMENT' ACI 318.08, ESR 2322 (E) AC1318.08, APPENDIX D. ICC ESR 2322 , I I I I S. Gordin Structural besign & Engineering Services.(SGE) IrvineCA ", ' Tel. (949)552-5244 Jo' Schumacher- Anchorage to Concrete v12.017.xlsm High Est.',- 500 SD 6/4/2012 ANCHORAGE TO CONCRETE' ....... - - . REFERENCE: 2009 IBC, ACI3I8-08; APPENDIX D ICC ESR 2322 . - - V-R FORMULAE VALUE UNIT. COMMENT ACI 318-08, ESR 2322 (E) S_S-_fr . -. ' . ._.-•...,--.•.. . 4*S.. - . . SHEAR, CONTINUED 8 OF ANCHORS ALONG LOADED EDGE NALE ... -. 1.00- '' 2 . .. ' - - . . -,., - .., -,.. _I.•* WIDTH OF SHEARFAILURE HALF-PYRAMID BASE, GROUP wp 21.5c1+(NALE-I)SL '28.50 IN • -WIDTHOFSHEARFAILUREHALF-PYRAMIDBASE.SINGLE• wpl MIN (wpà(3c1+(NALE-1)'SL) .. .28.50 IN - _'•i "l i t' DESIGN WIDTH OF HALF-PYRAMID BASE GROUP ;:+'; MIN(wpawp) 2850 IN DESIGN WIDTH OF HALF-PYRAMID BASE SINGLE wpdl MIN (wpa wpl) 2850 IN AREA OF SHEAR FAILURE HALF PYRAMID BASE AV;.dpwpd ' 228 IN2 I .'•. . AREA OF SHEAR FAILURE HALF-PYRAMID BASE FOR SINGLE AVO ;.-.• -..•_'S 5- _••,- -S -. 2 - •. 06 2 ' 4 IN -S 0-23 ANCHOR IN DEEP CONCRETE AWAY FROM EDGES NOMINAL CONCRETE BREAKOUT STRENGTH SINGLE ANCHOR (wp(l dpIAV0)(v6)(+7)Vb . 965 KIPS 0-21 ANCHOR GROUP . (AViAV0)*5r+6I*7Yb 9.65 KIPS. , 0-22:-b CONCRETE PRYOUT STRENGTH IN SHEAR S. • ."--.,- - - . D.6.3 - .-. . . . kp. - ,. .. ,. 2.00 hef>=2.5 IN PRYOUT STRENGTH. SINGLE ANCHOR .Vcp . . . . - .44.09 KIPS. , .UPN . PRYOUT STRENGTH ANCHOR GROUP Vcpg kcp Ncbg 44.09.KIPS ANCHOR GROUP NOMINAL STRENGTH SHEAR STEEL Vs 786 KIPS CONCRETE Vc 965 KIPS ( DUCTILE STEEL ANCHOR YIN V STEEL STRENGTH GOVERNS YIN L CONSERV NOSUPPLREINF CONDB YIN N - STRENGTH REDUCTION FACTOR SHEAR 0 075 044 S.- S5•• ••• S FACTORED SHEAR STRENGTH OF ANCHOR GRP 'P V 4' MIN(Ns NC) 1: 543 (((PS ( OK I INTERACTION ' 07 KN kos (NuI'PNn)<-1 0 084 I OK D-31:190'8.1.16 KV kos(VuI4-Vn)-=10 000 OK 0-31 1908 116 S " kos (NWNn)+(VuI0Vn)°s1 WA OK 073 1908 116 - DUCTILESTEELTOGOVERN . - S . . . .....:. ' . . $' '. .. S ........ 'ANCHOR PER GROUP Ina al) ' MAXIMUM SHEAR STRENGTH STEEL VS ' I '• 750 ((J$ MAXIMUM SHEAR STRENGTH CONCRETE VC '965 (((PS -SHEAR DEMAND .' . .. V ' .'. ' -, '' "0.00 ((IRS .j' Iws VNS 0000 kyc VNC 0.000 ULTIMATE TENSILE STRENGTH STEEL TSU ,. -i 13 II KIPS CONCRETE BREAKOUT TCUI ' 2205 KIPS -CONCRETE,.PULLOUT . TCU2 . 2294 KIPS • .- ' CONCRETE MIN TCU 2205 KIPS TENSILE DEMAND T ., 6.14 ((IFS Ms T/TS , 0468 1 5, Mc TITC 0.279 .. KS STEEL kvs+IcIs . r 0468 1908.116 - GOVERNS KV kvci-ktc ' ' - 0279 OK 11908116 ..- ':-. ..':---. . BASEPLATE HOLE TOP NUT AND WASHER RECOMMENDED HOLE DIAMETER dh 718 IN ASCE 13Th RECOMMENDED TOP WASHERSIZEJDIA '.atw - . • , . 1.5 IN- RECOMMENDED TOP WASHER THICKNESS dlw, 3116 IN TBL 144 ..., .•L: -S. :'' -, -.5. . qI I .' ..+- . . U S. GORDIN STRUCTURAL DESIGN Schumacher VAl-824-SVSL1S-SP - Equi'v12.005.xISm . ' Sheet-IL- • ENGINEERING -SERVICES (SGE) . . . PAD I . 15351 Nortnandie, Irvine CA 92604 . . . . .. . . . 6/4/2012,. 'Telephone (949)552-5244 EU P0 MO' PAD DESIGN f • • . •o H Wf TFI . ' ',•• . I B/2 (L/2) ' I : ALPHAACUTEANGLE BETWEEN LINE OFFORCE AND.SHORTER SIDE, (XX OR B) I FULL CONTACT, p,,,,,>O Pa XX- ALONG SHORT SIDE (BF) Pm,,, '(V-ALONG LONG SIDE (LF) " SHORT SIDE (8)-= ALONG XX * R50 . ' • LONG SIDE(L)'= ALONG YY P : PAR TIAcOA: FORCES (äi TOP I FSLAB (T.O.S.I LATERAL FORCE LATERAL FORCE LATERAL FORCE ACROSS LONG ACROSS SHORT AT ALPHA TO SIDE : SIDE SHORT SIDE. CG ELEVATION R+HP 'FT , ' ' 10.64 0.00 10.64 0. 00 10.64 .0.00 LATERAL FORCE VU' KIPS ' 1.56 0.00 ' 1.56 0,00 ' 1.0 'GOP' WORST CASE FORCE DIRECTION BETA DEG ATAN(BF/LF) 4500 4500 4500 ASSUMED FORCE- DIRECTION ANGLE -ALPHA DEG 0.00 90.00' ' 45.00 OK I' • SHORT-TERM FACTOR (SOIL) KST 1.33: 1.33 1.33 SOIL BEARING CAPACITY , ' ' 1 ,5001 1,500 - 1,500 I LATERAL FORCE ALONG XX VX KIPS VU COS(ALPHA) 1.56. 000 000 000 1 27 000 LATERAL FORCE ALONG VY VY KIPS VO*SIN(ALPHA), 0.00 0.00 ' 156 0.00 127 0.00 GRAVITY FORCE p KIPS ' 5.40, ' OOO 5;40 ' 0.00 5.40 0.00 - ECCENTRICITY ALONG XX EX IN 0.00 0.00 too 0 00 0.00 000 ECCENTRICITY ALONG YY EY IN 0.00 000 000 0 00 0 00 000 MOMENT ABOUT XX MX FT KIPEW H+P EY 000 0.00. 1663 000 1354 000 MOMENT ABOUT YY MY FTKIPEVX*H+P*EX ' 16.63 0.00 0.00 ' 000 13:54 '0.00 CONCRETE.FOOTING.DATA WIDTH (SHORTER DIM ALONG XX) BF FT 16.60 ' 10 00 10.00 I LENGTH (LONGER DIM ALONG VY) LF FT 10 00 10;00 10.0d 8;0O THICKNESS TF IN • ' , 8.00 8.00 OFT H , E FOOTING W PUPS BF LF (TF/12)*0 145 9.67 967 967 I WEIGHT S.GORDIN STRUCTURAl. DESIGN. Schijmacher VAI-824SVSL15-SP - Equip v12.005.xlsm - - . . Sheet ENGINEERING SERVICES (SGE) T . PAD. - 15351 Nonnandie, Irvine CA 92604. 0 .. 6/4/2012 Telephone (9-49)'55275244. I LATERAL FORCE LATERAL FORCE LATERAL FORCE ACROSS LONG ACROSS SHORT AT ALPHA TO SIDE SIDE SHORT SIDE ALPHA 0 00 9000 '45.00 TOTAL FORCES P SOIL PAD INTERFACE 00 KIPS PM+PA+WF 1507 1507 • 1507 VOX KIPS VMX+VAX 1'.56 000 1.27 VOY KIPS VMY+VAY 000 1.56 1.27 ROTATION ABOUTXX MDX FT-KIPS MMX+MAX 000 1767 1474 ROTATION ABOUT VY MDV FT KIP MMY+MAY 1767 0 OD 14J4 I- •• TOTAL ECC ALONG YY EOY FT MOX/PO 000 6 117 098 TOTAL ECC ALONG XX EOX FT MOY/PO 117 000 098 CASE A FULL CONTACT WITH SOIL I - S PSG-fl + . ROTATION ABOUT XX PSi 1Y PSF (6 EOY/LF)J 0 257 239 PSG[1 PS12Y PSF (6 EOY/LF)] 0 45 62 PSG[1+ ROTATIONABOUTYY P 11 PSF (6 EOXiBF)] 257 0 239 PSG(1 PS12X PSF (6 EOX/BF)J 45 " - 0 62 ' SOIL PRESSURE DUE TO GRAVITY LOADS PSG PSF PO/(LF BF) 151 \ 151 151 CASE B CONTACT WITH SOIL ONLY ALONG Z LENGTH - CONTACT LENGTH ALONG X ZX FT 3 BF (05 EOX/BF) N/A N/A N/A CONTACT LENGTH ALONG Y ZY FT 3*LF*(0 5 EOY/LF) N/A N/A N/A ROTATION ABOUT XX PS21X PSF 2 PO/(ZX LF) 0 0 0 P PS22X PSF 0 0 0 - PRESSURE ON Z DUE TO GRAVITY LOADS PSGI PSF PO/(ZX LF) 0 ' 0 0 ROTATiON ABOUT YY PS21Y PSF 2 PO/(ZY BF) 0 r 0 0 22 PSY PSF 0 0 0 SOIL PRESS ON Z DUE TO GRAVITY LOADS PSG2 PSF PO/(ZY BF) 0 0 0 MAX PRESSURE CONSERV ./.. GRAVITY-ONLY PSG: PSF 151 OK 151 . OK 151 OK GRAVITY & LATERAL MAXIMUM PSLMAX PSF 257 OK 257 OK 354 OK GRAVITY & LATERAL MINIMUM PSLMIN PSF 45 OK 45 OK 0 OK t ( OVERTURNING'. SAFETY FACTOR AGAINST OVERTURNING SFOT 1.50 RESISTING MOMENT MRISFOT FT -K POBF/2/SFOT 50 OK OVERTURNING MOMENT MOT FK T VX*H+0 9 P EX 18 •. 0' -• • • -. 00 •'• - - .-. -. -t - -s I I • . S . . :. p . . SI. V '• ', V I S. GORDIN STRUCTURAL DESIGN Schumacher VAI-824-SVSL15-SP Equip v12.005.xlsrn Sheet ENGINEERING SERVICES (SGE) PAD.CONCRETE & REBAR . I . .15351 Normandie, Irvine CA92604 . S . . . 61412012 TelephOne (949) 552-5244 . I . MISC. CONCRETE CALCULATIONS I LAYERS OFREBARS,Nr= . 2 . THICKNESS OF FTNGISLAS if = . . - 8.00 Spacing "s", inches 12: . CONCRETE SECTION I As,min = (1INr)0.0018's *Tf . . :o.og . CLEAR TO BARSc'= 3 IN -. TO."TOP"BARCLc= 3.75 IN V FOOTING WIDTH Bf (ALONGXX) 10,00 fl• . ' d = (if-c) = 4.25 IN FOOTING LENGTH Lf (ALONG VY) 10.00 FT I................ . . . GROSS, ABOUT . NET. ABOUT w x, yy, . MAX SOIL PRESSURE p soil 1= 257 257 160 160,PSF U. . MIN SOIL PRESSURE p soil 2= ..46 . .45 0 0 ..PSF SOIL PRESSURE. .ATFTNGCLp soil 3 .151 .151 .54 .54 .PSF FOOTING SHEAR: 'TOTAL ONE-WAY-SHEAR V 1.4*(p soil,nt)BrDrnax . 5 KIPS ONE-WAY SHEAR CAP Vc = Fl 12 (f'c)11 Bf d) = 38 KIPS O.K.' SIZE bbpl =; .BASEPLATE 4.00 IN TWO-WAY SHEAR AEA:A = 4(bbpl+d)d.= . '140 SQ. IN I . MAX- COMPR FORCE (FACTORED) Crnax = . •' '9 KIPS TWO-WAY SHEAR CAPACITY = , FIL4Vc)'A1 21 KIPS O..K., FOOTING FLEXURE , Fi= 0.9 BETA1 . 0.85 I. , Lfi2 05Da e= ' . . 3.68 FT BfI2-0.25Da+e= . . 4.07 FT . , ROTATION I . '• . Drnax . ' 4.07 'FT S... . VY .'XX CANTLVR Mc = 1 4 [2 (p soil l)+(p soil 3)116 (Dmax)' = 1.45 : 118 ft k/ft NET SOIL Msc = 1 .4 *(p. sorI3) (Da)/8 = I SPAN 007 0.00 ft */ft PRESSURES CONCRETE f'=' ' ' .. ' 2500 . psi , REBARSf= . . • . .60.000 psi I . . REINFORCEMENT: YYx.X b.06 sq.in/ft. . i i . . . . . A, by design 0.08 . . A3.min 1. = 0.09 . .0.09 sqinlft: . Amin2.413)Asdes 0.10 '0.08 sq.in/fl. S , ' A rnax: '0.68 0.68 s.in/ft. O.K.-. . . V 4 REINFORCEMENT AS SPECIFIED BY OTHERS BTTM LONGITUDINAL 7 # 4 ® 18 in A d.,14 sq ,nlft > 009 sq'in/ft O.K. BTTM,'TRANSVERSE . 7 #. 4 @ 18. in,A 0.14 sq.inlft > 0.10 sq.initt' O.K. . ' TOP (NEGATIVE) REBARS# , • . , . , S ' I '7 # ' 4 •@ 18 in, A.7 0.14 sq.inlft ' 0.09 S.. S . .. S GORDIN STRUCTURAL DESIGN Schumacher VAI 824 SVSL15-SP Equip v12 005 xlsm Sheet ILI ENGINEERING SERVICES (SGE) PAD CONCRETE & REBAR 15351 Normandie'Irvine CA92604 6/4/2012 Telephone (949)552 5244 I .. .. •. :-. . .. . CONCRETE RUPTURE ANALYSIS 1 $ fc= 2,500 psi Fr = 5*(fc) = 250 psi 0.55 POSITIVE MOMENT (PER L F) ..Sc 128 in3/ft Mr= ø*Sc*Fr_ 147 ft-k/ft 4 . MAX FACTORED MOMENT Mu = 145 ft*klpslft MR'>MU, PLAIN CONCRETE OK -. -- •- . :. 1 -:. . . - .4 NEGATIVE MOMENT (PER EFFECTIVE WIDTH) .. . - DISTANCE TO EDGE FROM TENSION ANCHOR: '4.07 FT •. . . : • EFFECTIVE WIDTH AT EDGE 8.11 FT EFFECTIVE SECTION MODULUS 1,043 IN3 I FACTORED POSITIVE MOMENT (FULL WIDTH) Mn 10 FT-K I *Mr 12-FT-K: *"Mn, NO CRACKING '3- •• .i 54 'r .y.. . 4.,, 4 - 4 '4 ...• . 4. I '- 4 4 4 '-1 .44 4 ' -3 - .: . . --'"3-..- . ..4 3- , • .. ..' . . .3 • . 1.5... . .. ......... -. .., -'4 rf 3 - 67 [1 L P I 22 C B T'YP 31 3/4 '-, [806]' '4 01 [025) LIFTING EYE TYP-4 59/1 [141)7 16 11/16 [424] 33 3/8 j4 [848) 44 1/2 111301 75 I 35 1/4 895-H ' •' ' E31 3/4 [805]-_l - - ' 8_TYP 3) 521/2 I [1334] ' - 10 [254] 1 'TYP 44 1/2 - ' - [1130) f' - - 221/4 1 • ' 65] iI TYP-4 i oi (025] HOLE ANCHOR BOLT ' PATTERN - NOTES:. -1. DO NOT IMPOSE LOADS ON HEADERS, USE STANDS FOR SUPPORT. 8. DESIGN DATA: ALLOW AT LEAST 3 FEET (914) CLEARANCE TO ADJACENT - - IN ACCORDANCE W/ASME CODE SECTION STRUCTURES FOR COLD Al REMOVAL. - - VIII. NO U STAMP RCOD. FOUNDATION SHOULD HAVE PROVISIONS FOR DRAINAGE -- ' DESIGN TEMP: —320 TO +150F (-198 TO 486CJ. AND LOW TEMPERATURES, - MAWR.: 275 PSIG 119 BARO) 0 +150'F (+88C, M.D.M.T.: —3201F (-196C) AT 275 PSIG [19 BARO]. SURFACES OF VAPORIZER OPERATE AT LOW TEMPERATURES - PNEUMO 'TEST: 305 PSIG 21 BARG]. AND SHOULD BE PROTECTED FROM INADVERTENT TOUCHING. - INLET CONNECTION: 1-1/2 O.D. x .065W S.C.B.W. TUBE. 9. MATERIALS: PRESSURE PARTS. — FINS: 58221-6063-75 ALUMINUM. OUTLET CONNECTION: 1-1/2 O.D. x .085W S.C.8.W TUBE.. - TUBING: 5A213/269-318L, ST. STL S. APPROXIMATE WEIGHT: 1.800 LBS (816 'KG]. SEAMLESS. ELEC'TROPOLISHED TO 1ORA, 1/2 OPERATING WEIGHT: 5400 LBS (2449 KG ' [13) 7. DIMENSIONS IN BRACKETS ( ] ARE MILLIMETERS UNLESS OTHERWISE NOTED, DO NOT SCALE DRAWINI, ____.1 OM-510-IN ATURES I bim: uam MOW SKIM AN IN lom DRmolloolls AJ C*R1 OUTLINE mcum Alan CHECK 4-824—SP AMBI ENT VAPORIZER - HI I' UH I' m Wil H H i.O1O__ 3_7X733 6046300- __________________________________ W A1 6O461 C' . MZ It SHEEl 1 OF I - HW. 511H I l O*H I DNM Sr H1I'Y 1€ 'AMC ri (mo U Ufli I' U Ul U CIO OFFiCE ONLY ua' •Ir5o7 " .. SAN DIEGO REGiONAL 2 flf LILt HAZARDOUS, MOEMIALt QUESTONNAIREI spoi5 ,27, ji BLrdnes3Nanm saContact:. .Telephone fl Ar rociucts arid Chenu.cals Inc Su P*cI Md5 dy State Zip Code 7-NQ 1 k 969 Palomar Oaks Way Carl. sad CA 92011 - C State flpCcde Plan Fft# Projestcontact TeiephOnO J j \ 9 6 OftP&fiCpjeqtdOSCflptloft Rr /FIRE DgPA -I?AZARDOIIIMATERIAL$ Ujyi$ OCCUPANCY C CA'' drCthltha wGth&âwne. or store any of the foIbetr nazastous I Items process, rnritenats any 01 me are dred appilcant must contathe Fire Pretestion Agency with prior to plan subrvtta1. Fadflfty's Square Footage (Including proposed project) Occupancy Rating ____________ 1 Exploshe or BlastMgAgwde 5 OrganIc Peroxides 9 Water Reactives '13 ..Co 2. Canprassed Gases 9. Dadisere 10 diyognnles 14 How 3 fp Car hestible LrquJds 7 Pymphwlca 11 HIghly lade or lade MaterIals 15. Nons'àfThesa - 4. FWmnabW1Saffds . 8. Lmsteb4aRea 12. Radloadived . ' . ------- "- '- '-- -'---- "-' _.-.--,#, - -' '-"----- '".--"•--"-- =-11,9M flQ CUMDEPA OFcwnBQtM MMH1U )M$IOp4S'1ftMp1 If quedionsioyes,a cant the Cow 1 San Diegol ousMaterlelsOMalon 5500 OveriandAi Suite 110 SaWEego the rto any of CA123. CallJ858)70opertothe1ssrmnceolabiind1ngpermn. PAID,- FEES ARE RIUIRED Project Coirniction Date E ad Date at Occupancy 0 CalARP Exempt I 0 Is your business listed on the reverse side of this m? (check alWlpt aflP) flV? 2. 0 Vrfifl business 1Date In Wets ynur dispose of Hazardous Substa es or MedIcafiIte fl anW&mi? o CaIARP Required 3 I IMll your business store or handle Hazardous Si stances In quantities equal to or greater than" gallons 500 200 cubIc toot or camlnogensfl'eproltuctive to* In any qusrH C/(MJER Date InMate 4 0 Wil your business use an eatsllng or Install an w wwrrd stMo NF#________ 5 0 Wlflyowbus sstomorhandIoRcgulatedSt itapapg' c NFl ' DCe1ARP Complete 8. 0 I WI) your business use or Install a Hazardous M tel'ank'Sybimn (Tills di lOP I 7 0 Will your business store petroleum In tanks or containers at your Vs with a total storage capacIty equal to Initials or greater than 1320 gallons? (California a Aboveground Petroleum Storage Act) te if the anaver bustions 4 .ar.5 is yes."dppllcant treat also submit an asbestos notification form to the APCD at least 10. workIng days prior to. commdndng demolition or renovation. except demolition or renovation of residential structures of four units orless. Contact the APCD for more information., YES: NO • ' • I 0 WUI the subject todlilly or construction aciMlies include operations or eqrtpmenl that emit or are capable of emitting an air contaminant? (See the • -. APCDfactsheet at bin w.sdaodi.omrnfoltaclsinermls.ndf, and the list of typical eqümdnt requiring an APCD pemrtt on the reverse side" . • •d this frOm.'ContactAPCDifyou have anyquastlons). •. ' • ', • . 2. ONlY D (ANSWER IFQUESTION I Is YES) Will the subJetacIifiy be located withIn 1.000 feel of the Outer boundary of a schOol (K through .12)?. (Search the California School Directory at httpilwww for cde.caaovtrelsdl public and private schools or contact the apprepriate school district) 0 ( MIItheie be renovation that Involves handling of any friable asbestos materials or disturbIng any material that contains n0ri4r1ab1e asbestos? WI10mbedneliuon1nvoNtheren1ovaofaIoadsuppastructuralmenter? Me descftabsacvvwC5; - . • . • - . ' . Bite ydesaflrep -po-ddproJ0d • . ' Chemical purification packaging and R&D Install more ambient vaporizers (i e liquid N2 to gaseous 112) ort9eandbmiat4he7 •era true and corre ' 6/27-1 2O(2 Name 61 Owner or Authorized Agent Signature of dwnar 7.alilhnthed Agent Date FOR FiREDATOCUPA4CY(FiCA' OLEONLY:. '. . BY:__ • - . • -. • • - DATE: I •' / - PT Oa NO Rianiceotrcrei*iteu M - MUMED RESEDFce orn.mes PT BUT NOT ran occwaucy Racesce Fonoccupircy I'- ________ pi w ____ APCO . couNrf44Mo.. A",_ ctWY4IMD - -.- • ' - •' - . (Ro o• enb ..........• . . .' - I' Initla - - - . . " 02 r U uxsaialoflaORMOMPM 115311 winplewig or UponW19 u F1IUOU5 eusmesa i"tan. Urrair peffiritting requuei..ints may still apply HM.9171(02I11) • ,, • • ' 'CountyofSanDi ego- DEl4.-.ROosdoi.aMattha1sDivision 3 D/ W v'e)o QI2JQ. accp /2o/r2.Vn bflCkws - V NDUSTRAL WASTWATR DSCHARGE PR;T SCREENING SURVEY Date_06-27-2012 BusinessNameAir Products and Chemicals, Inc. . ..-•: - ' ëètAddress'. 1969 Palomar Oaks Way;' Carlsbad,, CA. '92011 , J1 Address skowrr®airproduct s corn . .-,. — . ... . ..-.. , .. ... ,.. ,.-..• ..-.-------- ur su -- -. aIN . a) . -. r %u -r : rs..cf ncr1z ir fljur DUIj .O Is:Itve tI.wLIt tf1,I. I yr L_J Check all below that are present at your facility. - I aeaning ink Manufactunng - Nutritional Supplement! Assembly Laboratory Vitamin Manufactunng Automotive Repair Machining! Milling Painting I Finishing Battery Manufacturing Manufacturing Paint Manufactunng Biofuel Manufacturing Membrane Manufactunng Personal Care Products Biotech Laboratory - (I e water filter membranes) Manufacturing Bulk Chemical Storage Metal Casting/Forming Pesticide Manufacturing! Car Wash Metal Fabrication Packaging Chemical Manufadurino Metal Finishing Pharmaceutical Manufactunng Chemical Purification Electroplating (Including precursors) ory Cleaning Electroless ptaiin Porcelain Enameling Electrical Component - Anod)zIng Power Generation ManufachLrrng . Coating (I e phophatLng) Pnnt Shop Ferthizér Manufacturing - ' Chemical Etching /Milling Research and Development.' Film I X-ray PccessIng Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass MenufactLring Metal Powders Fanning Soap/Petergent Manufacturing Industrial Laundry -, Waste Treatment I Storage