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Home My WebLink About1969 PALOMAR OAKS WAY; ; CB162909; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 10-17-2016 Corn merclal/IndustrIal Permit Permit No CB162909 Building Inspection Request Line (760) 602-2725 Job Address: 1969 PALOMAR OAKS WY CBAD = Perthit Type: Ti Sub Type: INDUST Status: ISSUED Parcel No 2130922000 Lot# 0 Applied 07/27/2016 Valuation: $20,000.00 'Construction Type: NEW Entered By: RMA Oäcupancy Group: Reference # Plan Approved: 10/17/2016 = - Issued: 10/17/2016 Inspect Area Plan Check #: Project Title AIR PRODUCTS-NEW LIQUID ARGON GAS TANK-ABOVE GROUND-3000 LITER (LIQUID FORM) Applicant Owner SGE CONSULTIG STRUCTURAL ENGINEERS - AIR PRODUCTS&CHEMICALS INC STE 105 . = . . .. C/O J C SCHUMACHER CO 2081 BUSINESS CENTER DR 1969 PALOMAR OAKS WAY IRVINE CA 92612 CARLSBAD CA 92011 . 949 552-5244 Building Permit $203.29 Meter Size Add 'I Building Permit Fee 0 00 $0.00, Add .'I Red Water Con Fee $0 00 Plan Check $142.30 Meter Fee - $0.00 Addi Building Permit Fee , $0.00 SDCWA Fee . $0.00 Plan Check Discount - $0.00 CFD Payoff. Fee $0.00 Strong Motion Fee . $5.60 '= PFF (3105540) $0.00 Park Fee $0.00 PFF (4305540) . LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee ., $0.00 LicenseTax (4304193) $000 BTD #2 Fee . $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0 00 PLUMBING TOTAL $0.00 Addi Renewal Fee , $0.00 ELECTRICAL TOTAL ' . $0.00 Other Building Fee .. ••,. $0.00 MECHANICAL TOTAL . . = $0.00 - = Pot Water Con Fee $0.00. Master Drainage..Fee $0.00, Meter Size Sewer Fee $0.00 Addi Pot. Water Con Fee . $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees.. . $0.00 .Green'Bldg Stands(5B1473) Fee . $1.00 HMP Fee ?? Fire Expedidted Plan Review - ' $295.00 .Green Bldg ;Standards Plan Chk ?? • TOTAL PERMIT FEES $647.19 Total Fees: $647.19 Total Payments To Date $641.19 Balance Due $0.00 FINAL APPOVAL 4 Inspector:Date _____________ Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations, or other exactions hereafter collectively referred to as fees/exactions.' You have 90 days from thedate'this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their impositio. . You are hereby FURTHER NOTIFIED that your right 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 tees/exactions of which ,ou have oreviouslv been aiven a NOTICE similar to this. or as to which the statute of limitations has oreviouslv otherwise exoired. S = = - THE FOLLOWING APPROVALS REQUIRED PRIM TO PERMIUSSUANCE: ,,ilr1irriDurm+ AIi,+i,'ri D PLANNI I Plan Check Nn El ENGINEERING 1-1,f illimo City of 1635 Faraday Ave Carlsbad CA 92008 Est Valu& 1\ULe1 Ph: 760-602-2719 Fax: 760-602-8558 Cdrisbad- email: builduig@carlsbadca.gov [ Plan Ck. Deposit - - .www.carisbadca.gov Date 7/ )'j/ ,SWPPP JOB ADDRESS 1969 Palomar Oaks Way, Carlsbad, CA 92011 SUmE#/sPACE#/UNIT4r APN 213 - 092 - 20 00 CT/PROJECT # LOT # PHASE # # OF UNITS • # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE 0CC. GROUP 1 11 BEDROOMS Air Products & Chemicals Inc V-B SI DESCRIPTION OF WORVU Include Square Feet of Affected Area(s) r • ' - Installation of a new 3,000 liter Liquid Argon Vessel - - No change in floor area. No change in parking EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS off ice/warehouse/storag no change N/A N/A I N/A YES#. NOI YES ENO I YESE NOE APPLICANT NAME i' iELU PROPERTY OWNER NAME Air Products & Chemicals Inc ADDRESS ADDRES , J— 7201 Hamilton Blvd CIrf, 7jT CITY Allentown STATE PA ZIP 18195 PHONE FAX - -. PHONE (601) 481-4911 FAX EMAIL EMAIL _._.--.--. fl eri 1) \? DESIGN PROFESSIONAL SGE_ Consulting _Structural _Engineers CONTRACTOR BUS. NAME ADDRESS ' ADDRESS 2081 Business _Center Dr, _Suite #105 CITY STATE ZIP CITY STATE ZIP Irvine . CA 92612 PHONE . (949) 552-5244. . FAX (949) 552-5243 PHONE , EMAIL . , - . - con nect(sgeconsultinq.cóm EMAIL -. STATE LIC. # . STATE LIC.# , CLASS CITY BUS. LiC.# S-4311 tauu I ouaurrub erru rroressioris ',00e; ivny t.iw or t..ounty WfliCfl requires a permit to construct, alter, improve, aemolisfl or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law fChapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). R Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: •. . , I have and will maintain a certificate of consent to self-insure for workers compensation as provided by Section .3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance 0f the work for which this permit is issued. My workers' compensation insurance carrierand policy number are: Insurance Go. Policy No. Expiration Date - This section need not be completed if the permit is for one hundred dollars ($100) or less. .. • . - . • * I C] Certificateof 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 criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. - CONTRACTOR SIGNATURE . .- [-]AGENT DATE OQOOGOO WOOAUOØD I hereby affirm that lam exempt from Contractor's License Law for the following reason: [] I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's' License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). • -: 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 dogs not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section _____________Business and Professions Code for this reason: I personally, plan to provide the major labor and materials for construction of the proposed property improvement Elves , No I (have/ have not) signed an application for a building permit for the proposed work. 11 have contracted with the following person (firm) to provide the proposed construction (include name address! phone! contractors license number) 4.1 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 some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/address! phone type of work): - -. PROPERTY OWNER SlGNATUR []AGENT DATE 07/25/16 e1T' Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registrationform or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? - LJYes [No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or aiauality management district? GYes CNo. . Is the facility to be constructed within 1000 feet of the outer boundary of a school site? ,JYes t,jNo . . 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. øulzPat2 I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). - Lenders Name Lenders Address .. WON I certify that I have read the applicat:ion and state thatthe above information is OD'rreCtimd thatthe informabon on the plan6rls accurate. I agree to comply with all Cilyordinances and State laws relating to buildi . ng donstucton. I hereby authorize representative of the City of Carlsbad to enter upon the above nentio1 property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5D' deep and demolition or, construction of structures over 3 stories in height , l- EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by Imitation and become nut and void lithe building or work authorized by such permitisriot commenced within l8Odaysfrom the date ofsuch permit orlithebuilding or work authorized by such permit io suspended orabandoned atany time altertherkeicorrvnencedfora period of l8o days (Section 1064.4 Uniform Building Code). APPUCANT'S SIGNATURE - - - '. DATE - Fai (760) 602-8560, Email build inacarIsbadCa.gOv'or Mali the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) . * CONTACT NAME - - OCCUPANT NAME - - - . ADDRESS . BUILDING ADDRESS '- - 1- -, - ..- , CITY STATE - ZIP CITY -STATE ZIP -, Carlsbad - CA •• r PHONE' - FAX - -,• '- .• . -' EMAIL . .. OCCUPANT'S BUS. LIC. No. -, - . - * e_ . * - .t_,- • DELIVERY OP11ONS ' ' ' I' PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) - - '•- CONTRACTOR (On Pg. 1) ASSOCIATED CB# 1 MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) 0 CONTRACTOR (On P 1) NO CHANGE IN USE/ NO CONSTRUCTION -. • MAIL / FAX TO OTHER: - -A CHANGE OF USE NO CONSTRUCTION - */ - •• I -A •5A SIGNATURE .APPUCANT'S DATE a Al STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. . , t• ., * Complete the following ONLY if .a Certificate of Occupancy will be requested at final inspection CERTIFICATE OF u g O CC U P A NCY . iProjects i CB162909 1969 PALOMAR OAKS WY ,,DUCTS-NEW LIQUID ARGON CARLSBAD INSPECTION RECORD ND-3000 (LIQUID FORM) Building Division El INSPECTION RECORD CARD WITH APPROVED TI INDUST ULTIG STRUCTURAL ENGINEERS PLANS MUST BE KEPT ON THEJOB ,3 . Lot#: SGE CO (21 CALL BEFORE r?O NEXT WORR5AY ISPECTION RECORD FORBUIWING1NSPECTlONCAW76O6O22725 COP' OR GO TO: www.carlsbadca Qpv/Buddlng AND CLICK ON 'Request Inspection- DATE: 10 ,7 (b If "YES" is checked below that Division's approval is required prior to requesting a Final Building Inspection. If you have a ny questions please call the applicable divisions at the phone numbers provided below. After all required approvals are signed off - fax to 760-602-8560, email to bidginspections@carisbadea.gov or bring in a COPY of this card to: 1635 Faraday Ave., Carlsbad. It NO 1. YES Required Prier to Requesting Building Final If Checked YES Date Inspector Notes Planning/Landscape 760-944.8463 Aliow48hours CM&i (Engineering inspections) 760-438-3891 Call before 2 pm Fire Prevention 760-6024660 Allow 48 hours - Tjpe of Inspection m-:1UIIaIII.. Date Inspector #11 FOUNDATION Type of Inspection Date Inspector CTRIC UNDERGROUND 0 UFER #12 'REINFORCED STEEL 7#35PHOMVOLTAIC H ELECTRIC #66 MASONRY PRE GROUT ECTRIC SERVICE 0 TEMPORARY 0 GROUT OWAL.LDRAINS #10 TILT PANELS - #39 FINAL #11 POUR STRIPS - ' _______________________ _____ _______ #11 COLUMN FOOTINGS #41 UNDERGROUND DUCTS& PIPING #14 SUBFRAME OFLOOR DCEIUNG #44 DDUCT&PLENUM DREF.PIPING #15 ROOFSHEAIHING #43 HEAT-AIR COND. SYSTEMS #13 EXT.SHEARPANELS #49 ANAL #16 INSULATION #18 EXTERIOR LATH #81 UNDERGROUND (11,1221,31) #17 INTERIOR LATH &DRYWALL #82 DRYWALL,EXT LATH, GAS TES (17,18,23) #51 1 POOLEXCA/STEEL/BOND/FENCE #83 ROOF HEATING, EXT SHEAR (13,15) 05 PREPI.ASTER/F1NAL #84 FRAME ROUGH COMBO (14,24,34,44) #19 FINAL #85 T-Bar(14,24,34,44) #22 0 SEWER & BL/CO 0 PL/CO Date #21 UNDERGROUND DWASTE_OWYR inspector #89 FINAL OCCUPANCY (19.29,39,49) i;a Date Inspector #24 TOPOUT DWASTE DWTR A/S UNDERGROUND VISUAL #27 TUB & SHOWER PAN A/S UNDERGROUND HYDRO #23 DGASTEST OGASPIPING A/S UNDERGROUND FLUSH #25 WATER HEATER A/SOVERHEAD VISUAL #28 SOLARWATER A/S OVERHEAD HYDROSTATIC #29 FINAL A/S FINAL #600 PRE-CONSTRUCTION MEETING F/A ROUGH-IN F/AFINAL #603 FOLLOW UP INSPECTION FIXED EXTINGUISHING SYSTEM ROUGH-IN ' 1605 NOTICE TO CLEAN FIXED EXTING SYSTEM HYDROSTATIC TEST #607 WRITTEN WARNING FIXED EXTINGUISHING SYSTEM FINAL #609 NOTICEOFVIOLATION MEDICALGASPRESSURETEST #610 VERBALWARNING MEDICALGAS FiNAL REV 10)2012 SEE BACK FOR SPECIAL NOTES C , a StruduralL FrispEctions A Special inspection Company" - P.O. Box 2415, El Cajon, CA 92021' ' Telephone: (619) 749-4912, Fax: (619)669-6709, Cell: (619) 770-9559.. Inspection Report Project Name AIR PRODUCTS - 3000 LITER LAR TANK Page 1 of I Report # 01 Project Address:1969.PALOMAROAKS WAY. Perrr it #: CB16-2909 Architect: FiIe#: Enginèer:SGE . ... D.SA#: .. Contractor, 0/B D Structural Steel o. H.S.'Boits 0 HS Bolts . Plans/Specs E] Masonry [j Piisms 0 onc. PSI H fl Clearances o Concrete. Mortar/Grout ' - 0 GroutPSF ., _.:. 0 Positions o Fireproofing Coric Cylinders El Mortar PSI Sizes o OthEi ' • Fireproof - ' .'. Steei .i12".&t_: Laps N Other EPDXY fl Other (J Elect llNire 0 Consolidation o Other [J Other Fireproof 0 Torque Ft Lbs El Other: I:IOther:,' ". DOther '.' [Other::3187- O Other Other 0 Other []__Other SPECIAL INSPECTION ON THE INSTALLATION OF 4 TOTAL ALL THREAD EPDXY ANCHOR INTO (E) FOUNDATION AT THE NEW 3000 LITER LAR TANK. REF. DETAILS 2, 3, 5/S— 1: . I VERIFIED BOLT TYPES SIZES HOLE'SIZES.,DEPTH LOCATION CLEANLINESS AND EPDXY TYPE PRIOR TO INSTALLATION. . - . . . . . ... V CERTIFICATION OF, COMPLIANCE: All reortéd.wôrk, üñléss otherwise noted, cbmpIis *ith, àpprbved pIan, specifications and applicable sections of the building codes This report covers the locations of t e-'ork inspected and do.e not cbnstituté opinion or project control.". . . . / . .. - Inspector: MAIO'BATTAGLIA. Cert: Citof SD #360 __ .....i0/4/16, 'SinatUre Date .................] L"Time Start: , -. ,j. 8.00 ............ . ' i. . i . LT1meStop_.. j..,j1,30 , L._ _......._L.. .. ..L Copies of report submitted to:, RECEIVED ' OCT 2 72016. CITY OF CARLSBAD' - . . ..' - ' BUILDING DIVISION ' Carlsbad 16-2909 8/5/16: EsGul Corporation In Partnership with Government for Bui(ding Safety DATE: 8/5/16 . APPLICANT t-dtiRlS. JURISDICTION Carlsbad LI PLAN REVIEWER U FILE PLAN CHECK NO 16-2909 SET I PROJECT ADDRESS 1969 Palomar Oaks Way PROJECT NAME 800 Gallon Liquid Argon Storage Tank The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted-for a complete recheck The check list transmitted herewith is for your information The plans are being held at EsGil Corporation until corrected plans are submitted for recheck 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 checklist has been sent to EsGil Corporation staff did not advise the applicant that the plan check has been completed EsGil Corporation staff did advise the applicant that the plan check has been completed Person contacted _. Telephone # Date contacted - (b) frSon ) Email Mail Telephone Fax REMARKS By Chuck Mendenhall Enclosures EsGil Corporation Ej GA EJ.E MB fl PC 7129/16 - - '-- - :- - -..- .•t Carlsbad 16-2909 '- '8/5/16 1 [DO NOT PAY— THIS IS NOT AN INVOICE], VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CFIECK NO 16-2909 PREPARED BY: Chuck Mendenhall DATE: 8/5/16 * BUILDING ADDRESS 1969 Palomar Oaks Way BUILDING OCCUPANCY: S2 • - * BUILDING' PORTION AREA (Sq Ft) Valuation Multiplier Reg. Mod ., VALUE ($) Argon Stor Tank NA City Est . 20000 _____________ _________ ____________ _________ • I I Air Conditioning - Fire Sprinklers TOTAL VALUE - 20,000 Junsdiction Code cb By Ordinance $203:29Ii Bldg. Permit Fee by Ordinance • - - I • • • _____________________ • - ••4•4 H Plan Check Fee by Ordinance I •.)L i Type of Review Ei Complete Review Structural Only I - Other E Repetitive Fee Ej . - - - Repeats Hourly - . Hr * . Es Gil Fee $113 841 - • I • • .•.* Corn VWX FA j/flr) 1 -_ . • Sheet 1-of1. macvalue doc + * --- •i • . - . 4 * * - - - * • - •••, DATE: 08/16/20 WROJECT NAME: installation of 3000 •L tank PROJECT ID: C6162909 PLAN CHECK NO 1 SET# 1 ADDRESS 1969 Palomar Oaks Way APN 2130922000 VALUATION APPLICANT CONTACT maryurnphres@gmaul corn >< Tlis plan check review transmittal is to notify you of clearance by LAND DEVELOPMENT ENGINEERING DIVISION Final Inspe c tion by the Construction & Inspection Division is required Yes LI No For status from a division not marked below, please call 760-602-2719 This plan check review is NCOMPLETE Items missing or incorict are listed on the attache d checklist Please resubmit ame nded plans as required LAND DEVELOPMENT ENG 760-602-2750 El Chris Sexton Kathen Lawrence Greg Ryan 760-602-4624 76'0-602'2741 760-602-4663 Chris.Sexton@carlsbadca.gov KathIeen.Lawrene@carisbadca.ov Gregory.Ryan@carisbadca.gov [J Gina Ruiz Linda Ontiveros 0 CindyWong 760-602-4675 760-602-2773 760-602-4662 Gina Ruiz@carisbadca gov Linda Ontiveros@carlsbadca gov Cynthia Wong@carlsbadca gov VALRAY MARSHALL 760-602-2741 : [TI :DoriiinicFiéri LJ 760-602-466.4 . . VALRAY.MARSHALL@CARLSBADCA.GOV Dorninic.Fieri@carlsbadca.gov Remarks No LDE impacts Tank will exist within an existing building and no change of use :. '. - - - . • - -- -- -- -.- - - - f I PLANNING DIVISION BUILDING PLAN ".CHECK DeveIoPm1ntSerwces c I Y 0 F APPROVAL,'1635 Faraday Avenue CARLSBAD P29 wwwcarIsbadcaov DATE 7/28/16 PROJECT NAME PROJECT ID PLAN CHECK NO CB 162909 SET# I ADDRESS 1969 Palomar Oaks Way APN 213-092-2000 This plan check review is complete and has ben APPROVED by the Planning Division By Chris Sexton a A Final Inspection by the Plnning Division is required j Yes N No 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 This plan check review is NOT COMPLETE Items missing or incorrect are listed on the attached checklist Please resubmit amended plans as required Plan Check APPROVAL h!s_,bee'n senttAo..• . For questions or clarifications on the attached checklist please contact the foliowing reviewer as marked:! PLANNING ENGINEERING PREVENTION 760-602-4610 760-602-2750 760-602-4665 . Chris Sexton .. Chris Glassen . Greg Ryan 760-602-4624. . . 760-602-2784 760-602-4663 •. Chris Sexton@carisbadca gov Christopher Glassen@carisbadca gov Gregory Ryan@carlsbadca gov Gina Ruiz VaiRay Marshall - 760-602.-2741 Wong 760-6024675 7606022741 7606024662 Gina Ruiz@carisbadca gov Val R6y.Marshail@carlsbadca.gov Cynthia Wong@carisbadca gov Veronica Morones Linda Ontiveros Dominic Fieri 760-602-4619 760-602-27-73 760-602-4664 Veronica Morones@carisbadca gov Linda 0ntiveros@carisbadca gov Dominic Fieri@carlsbadca govJ Remarks . . ,. . . . t II I? I p a PLAN CHECK Community & Economic Development Department C ITY 0 F REVIEW? BLDG DEPT 1ep-d davA1enue CARLSRAD 'TRANSMITTAL Carlsbad CA 92008 www carlsbadca gov - - •. • . _.. • !f j I - . • - - 4 ......... DATE 08/31/16 PROJECT NAME AIR PRODUCTS-NEW LIQUID ARGON PROJECT ID PLAN CHECK NO CB162909 SET# FIRE ADDRESS 1969 PALOMAR OAKS WY ) This plan check review is complete and has been APPROVED by the Fire Division By DARYL K JAMES & ASSOCIATES 4; A Final Inspection by the Fir 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 .3- - *4. . •. -' 4 -,---. I Plan Check Comments have beensent to: . -4 I 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 ' PLANNING EJGINEER1NG/1 . —FIRE-PREVENTION. . • 76"02' 2750 • . . I • - 7606024665 - 'I 'Chris Sexton • •.. - i KathleenLaw;ence . . • . •,760-602-4624 . . 760-602-2741 . Chris.Sexton@carIsbadca.g • hIeen.Lawrence@carlsbadgov -- -• -. , Gina Ruiz • . El Linda Ontiveros . El Cindy Wong - 760-602-4675 . 760-602-2773 . • 760-6024662 . Gina.Ruiz@carlsbadca.gov Linda.Oiitiveros@carisbadca•gy . . Cynthia.Wong@carIsbadca.ov :• IlL Dominic Fiëri •. 760-602-4664 - • • Dominic.Fieri@carlsbadca.gov --4 . _•!. . . *4*_• I ** *1 _4 - . I-' • -. I P *.4 • . • I •' 4 --F .- • 1. • . - :.. . 4 -.: .; I8 - I •. • * .. . •4.k . •4. •1 £ • - 4* -!..t - Of I - II • .-. .1 . 4 • . I . - - - •.•1 Carlsbad Fire Department DEPT COPi BLDG .Plan Review - Requirements Category., TI ,IND.UST Date of Report 08-31-2016 - Reviewed by DKJ .. .• _S •' 5,, - a- ,• S - .t S S. S Name SGE CONSULTIG STRUCTURAL ENGINEERS Address: - • STE 105 , - • ;- .. .'. 2081 BUSINESS CENTERDR IRVINE CA, 4- H 92612 - - •.•- -,: . '- Permit #: CB162909 "-- I - 4-. 'r. - - S Job'Nam AIR PRODUCTS-NEW LIQUID ARGON Job Address: 1969PAiOMAR OAKS W5YCBA-D r S - .5 4•-.........* 4 hai, for - 4 • S tluo time, this cannot4 INCOMPLETE The item ou o oubmitted re icw is ".-Vaaa the .''\.t office Plcaoe review codes anorotandardG. adcguatäly conduct a review to compliance with aplicablc caroftilly all commonta attached Plcao resubmit the nocossari1plans ' pith "clouded", and/or opocifieatioi{c, changes to 'i.s offiec fo -s 10~44 x an 4 appro al - 4 *•_ 4 - . P5 , 55 • Conditions:- . - . . - 4 Cond CON0009100 '. [MET] APPROVED. Entry 08/31/2016 By DKJ Action AP APPROVED -: . ' -.• - ..... . S .•, . . . - • S S p . S • a- • . . 4- 4 4 a. p C * - , S5• - . - . S - • .: a- -. - . a- 4- - . •' -. - - : Page! of 2 ' ,Plan Checl(Comments BLDG DEPT COPYIL: Daryl K James & Associates, Inc Checked by Daryl Kit James 205 Colina Terrace Date August 2 2016 Vista, CA 92084 T (760) 724-7001 Email kithresbcgIobaI net JURISDICTION Carlsbad Fire Department a. APPLICANT: Mary Piscitelli . PROJECT NAME:'Air Products & Chemicals PROJECT ADDRESS 1969 Palomar ' PROJECT DESCRIPTION CB162909 Installation of a new 3000-liter Liquid Argon Vesel No change in floor area No change in parking a - - •'•••. ,.-,--,- - IRESUBMITTAUNSTRUCTIONS 4 Corrections or modifications to the plans must be clouded and include numbered deltas and 'revision dates. 5-, . S. .• -- - •, • 5' .• , S •5 Provide a written response following' each• p nla check comment, on Pages 1-4 0f4thi5 document, explaining how and where each plan review comment has been addressed i,. - • .' ., -, •-• ,$ - S • -•. --S - S. Provide a copy of Buildin'g Department (EsGil) comments Input fire revisions onto 'the t Building Dept plan check , Please direct any questions regarding this review to Daryl K James 760-724-7001 o n kitfiresbcglobaI net Ile I COMMENTS- MUST BE SUBMITTED IDIRECTLY'TO' THE FOLLOWING ADDRES$ •, - DARYL KJAMES & ASSOCIATES, INC 205 COLINA TERRACE VISTA, CA 92084 PLEASE DO NOT REQUIRE MY SIGNATURE TO ACCEPT DELIVERY OF REVISED PLAN— C, .5 • y - S • Scope bf.Work: Clarify vhether slab is existing and what improvements to the enclosure are within th" scope of work Code Analysis: Add 2013 CFC - S • 5 * - S - , • - .•. p B 3000-literLiquid Argon Vessel and Containers S - Provide Manufacturer's Specifications in order to verify that the 3000-liter Liquid Argon Vessel and containes are provided with pressure release devices to ensure that the maximum design pressure is not exceeded and is manufactured according to specifications for the temperatures and pressures " involved Add the FollowingNote 1hestorage use and handling of the 3000-liter, Liquid Argon Vessel and containers will comply with CFC Chapter 55, CGA P-18 and manufacturer's specifications.: Containers to be provided with presdre release device to ensure that the maximum design pressure of the container is not exceeded I ., - • - .5 • - • S • •,, • - 5 - - • - - - -• - S •-, 1 - -. - -. •54• *5 •- 4_I_*_ .5 *•5 '1 '-.i 5 - S - • S • S. S -• - * I - I Ll I ' ATTIIT _ 4 I s GORDIN STRUCTURAL DESIGN & ENGINEERING SERVICES (SGE), INC. . ..... . . .. . . . . . . . . . .. - . .. . . I.. . . . . . connect@sqeconsuIting.com - . .... . ., . .• . . . . .. (7) 4774GE (4743) ........... :; ............ . - ., . .... ,,.- . . ..... : •- .• : . .. . ........... .. .4 ,. . . .- . - -- ,. . 1 STRUCTURAL CALCULATIONS I J-4 ' Project Installation-of a 3,000-Liter LAR Tank --, Location Air. Products & Chemicals, mc, 1969 Palomar Oaks Way, Carlsbad, CA92011 Client Air Products & Chemicals, Inc I - U Code 2013 CBC I SGE Job No 516 062 374 JUL 2 7 2O6 CITY OF CARLSBAD BUILDING DIVISION ESS0 I 1EVE\ I °( No S-4311 J 11 Exp. 06/30/18 Rucl I July. 2-4 i July 2016 I I I r . : Air Products & Chemicals, Inc., 1969 Palomar Oaks Way, 'Carlsbad, CA 92011 . • - '•'. 'DESIGN PARAMETERS - SGE# 516062374 I Job Name: Installation of a-3,000-Liter LAR Tank,, Job Location: 1969 Palomar Oaks Way, Carlsbad, CA 92011 I : Code:' 2013 CBC - 'i'' ..,••.44. Reference: maps.google.com' USGS Seismic Design Maps .,WebApphcation'(ASCE 7-10)' 2 ATC Wind Speed www.atcouribil.org/windspeed, - U '*,_ ' - - 4 . •.•'*- - . 4 • . -- ' 4' .44 4- -. - 4 1 4" - •- ."4p - I - • " - l. . 4 I I : 61212016 Deign Maps Summary Report US GS Design Maps Summary Report User-Specified Input Report Title,. APCI Carlsbad hu )une 2, 2016 17:54:24 IJTC Building Code Reference DocUment 2012 1nterntional'Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 33.118010N, 117.28364°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/Il/Ill USGS-Provided Output S= 1.0819 SMS= 1.154g S= 0.770g 0.417 g S = 0.660 g S01 0.440 g \J\./ For information on how the SS and Si values aboye have been calcüläted from probabilistic (risk-targeted) and deterministic ground m motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum 1.20 IA 0.24 0t2 0.00 •i i ..i :o00 0.20 040 0.0 0.20 1.00 120 1.40 1.0 1.20 200 Period, I (sec) Design Response Spectrum 0.99 0.40 0.32 0.1 G Q.08 0.00. 0.O0 0.20 0.40 0.0 0.20 1.00 1.20 1.40 1.0 1.80 2:00 Period, T (sec) Although thic information is a product of the U.9. Geological Survey we provide no warranty, expressed or implied as to the accuracy of the data contained therein This tool is not a substitute for technical subject matter knowledge 1801&Iongitude=- i 171&3636&siteclass=3&riskcategory--Q&editio.....I/I 2 I : 61212016 - Search Results for Map I ASCE 7 W,rsdsoeed ASCE 7 Ground Snow Load Related Resources Sponsors Aut ATC Contact I Search Results O Query Date Thu Jun 02 2016 - Latitude 33.1180 tFV.IDA s(nited Stats — Longitude -117.2836. r UT4 ANcAS cçe ASCE 7-10 Windspeeds QflN oLiisvegst (3 sec peak gust in mph) . r _e, ARIZ01 Tsa Diego FW WUlCQr I 110 io< - .. Risk Category Ill IV An MW 10-Year: 12"r R I MRl 50 Year 85 t't MRI** 100 Year 91 ASCE 7-05 Wundspeed I I 85 (3-sec peak gust in mph) ASCE 7 93 Windspeed 70 (fastest mile in mph) .Miies per hour - "Mean ReojiTence interval — V - - V . V••• Users should consult with local building officials U to determIne If there are cemm win d nd speed - - . reqirirenienis that govern. - - 1 . . - * . -' I . - V - J . -• - -I t . . • - EJPrint your rsults. - . - - V - V - . .. . - •; a WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct, ATC and its sponsors and contributOI's assume no responsibility or liability for its accuracy. The material presented in the windspeed report should not I be used or relied upon -for any specific applicatioii without competent examination iñd verificatjon - of its accuracy suitability and applicability by engineers or other licensed professionals ATC does not intend that the usedf this information replace the sound judgment of suchcompetent- proféssionals, havingeperience and knowledge in the field of practice nor to substitute for the standard of carerequired of such professionals in 1 . interpreting and applying the results ofthe windspeed report provided by this website.iUsers of the information, from this website assume all liability ànsing from such use Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report I - Sponsored by the ATC Endowment Fund Applied Technolociy council 201 Redwood Shores Parkway. Suite 240 o. Redwood cny, California 94065 (650) 59571542 hi ijtioncomonieñt&vië iicic&idI0&ttc=l&atitudc=33J I i i7.283636&iisLcatego!y_i=lOO&risk...1/1 -:- ., I 911 4. " IIIIv i ______, 119161 ______ _____ • ! -l-4' Ii;III I I '-0' JILhJn! I I !! I IL • -- - -. 8- - I 11.1 II L 2 4LLI I iI LL - - • J : Lti\ LEJ- I ::.j: i ;_ \s• r -= ! , - - - : - -: •- ,. (S 1 * •- L4 - -I - - ;- - . 4* * t_ * •-t - -, - - - - - - - - - - - - - - - - - - 1g6rl.D. 2714 12 PUMP ,JMP ACCESS PORT: 60, 11 PLUMBING MOIJN11NG PORTS: I 10 BALL' VALVE: 1' 1/Z DIA TYPE I 9. HEADER:. DIA SCM 80 PVC 8 SIGNET FLOW INDICATOR: 901011 - _F:7 - !• TA - 8' 3.BALi'VA4.VET01A1'VP(tp'VC 12 a 'El t 4 r, Pc3HP 2' I1 2S• •. 0 , 17 '' t - 3450 RPM 460/3/60 TEFC, 2 173. r -® ITEM 'DESCRIPTION )Ty r 3pr— 8(10 L ®23/4f ;: L industrial Plastics' Inc. Plastics- . . -. I4•mb f CBS c.ct nec. be t,e £1MRONMD4TAL. CHORIMO. CROUP . . . ............... . MATERIAL: INTERIOR: SYNTHET1C,. VEIL AND 14E7R0N 922. OR DOW 41.1 WHYL ESTER' INTERIOR 14480 'YORBAAVE?AC CWNO. Ck1I710 H (909) 597-8641. *x -(909) 5 7900 EXTERtOR RDCHOLD VINYL ESTER RESIN 93000 FR W/ 3% AN11MON? TRIOXIDE - WiTH 'TAN CCI EXTERIOR. 'IAflP INT THE USA - - , . ECV 6 75 LB SCRUBBER '' 0. I 08-13-97 .0.9. REYISEO ruvp,m 1BA0 'I '• HIPCO APPROVED, , Cr7.1: 26.000 ,S.P.: l.6' W.Co 'VEL: '476 rP'cClR.: 168 CPU 0.9. I0 fl01.jt.t3l,SA7$,20.3I.37.3I WEATHER ENGINEERING" :J.C.SCHUMACIIR • ' ENO. . DATE: SERIAL,N0.:. 5-030997-I ' OPERATING WEIGHT.--'3.723 us 63-20-97 DATE . 0.9., ITDIII&24 PER G$W.OIIO1 Ll.ES: DATE: TAG. NO.:' BLDG 1969 0RY WE.: .2,662 185. OTY. RCQ'O.: I REV. BY ( -DESCRIPTION 1JJ .oiu I V97048-Ot S. Gordin Sttuclufel Design & ACPI Carlsbad- 31 GsQar' LAR VT42.5.zlsrfl EngeenngServicea(SGE) wew.sgeconsultlng.com - - - - - ' 611512016 Tel. (949) 552-5244 5., --. 4 4 •... -( 1' - ..- I-. VERT VESSEL - - -. FOOTING DESIGN VESSEL V 3,060 Lt1 J LAR Project ACPI Carlsbad LocatIon Carlsbad CA - -' 'tt. SGE#: 518.062.374 LOADS 1 I 4 4 42 : -'. ' .• - ,- Ps Pw I ISL ELEVATION OF THE 14 H SEISMIC FORCE He4 W . -: . - Ms (H .hy2 5.04 ft h I - S SEISMIC LOAD WIND LOAD --.4- TANK ELEVATION . VTANKDATABYOTHERS, 'EMPTY WEIGHT. We 3.30" K ., SHELL DIAMETER D4.83V 'Fl SREFER TO SHT. . !ULLEIGHT Wf 12.50" ' K SHELL THICKNESS t8 0.25 V IN HEIGHTH= 10.08.' FT ANCHOR CIRCLE DIAMETER Oa 7.59 V FT - HEIGHT HEIGHT h 0 v FT ' NUMBER OF LEGS OR ANCHORS NL= 4 SQUARE BASE SIDE (LAB BASE ONLY) BB= 65 (N r' S • 4 5 I 7 -:-.,-.- . S7 k;. 53L S . . 4S - .5 . .4. -- 7 ... 7 -S S S• •• S ..-. 4 4 . SEISMIC LOAD FULL VESSEL I 4 ' FUNDAMENTAL PERIOD . ASCE 716.4.4 - GUIDELINES FOR SEISMIC EVALUATION AND DESIGN OF PETROCHEMICAL FACILITIES 2ND EDITION. P.94 - S SHELL HALF-LENGTH LS LS=(H-h)12 . , 60.48 IN . 4 S MODULUS OF INERTIA SHELL IS 1 . . - 1s 111IN, LEGS TOTAL IL 9 11 IN' 4 - 1(1 h/LS . . S 0000 K2 S . IL1IS . * i 000 . 7 .LATDEFI@CGUNDER WI, DELTA wrLSIj3EiSr(1.Kr(K1+3K1-'-3yK21 0.00 IN FUNDAMENTAL PERIOD 1 2 (P1) (DELTA/p)°5 0013 SEC '- <005 VESSEL IS RIGID ' • 7. I , - • -: 201216C.2013C8C& ASCE lilo Chapters ll,12,13,16 IC= 1 ASCE 7TBLI.5-2 S . . OK . 5. S p= I ASCE 1I3.1.3 FA .11.068 CBCTBLISIS.6.3(1) . .. .4 R 2' ASCE 7IS.4.2 . FV . 1.583 c8CTBL1613.5.3(2)4 t Z11114-i 0 AT GRADE --S..- - •5$ AP= 1.0 ASCE T18L13.6-1 SMS"FASS= .' 1.154 ASCE 7II.4-1 RP= 2.5 .ASCE 7TBLI3.6-1 S SM1=FVS1 1 •.. 0.660' . . ASCE 7II.4-2 . * .. 5 5 _ ArAXv 0 ASCE 713.34 .SDsa(2l3rsMsz 0.768 ASCE 711.4.3 7 SITE DATA . S 'SD1(U3)SM1 0.440 ASCE 7I1.4.4 - .7. . LATITUDE, LONGITUDE 1. ........... 33.11801'N,117.28364W . ',TO=0.2'SDIISDS 0.11 ' 0.01 - ASCE 7II.4.5 'SS 1.081 TS=SD11S0S 0.67, > 0.01 ASCE 7IIA.5 . 4 . S1 0A17 SITE CLASS 0 'OK". . . ,. . SEISMIC DESIGN CATEGORY 0 ASCE7TBL11.64,4 '- . S . •' 5747 . RISK CATEGORY 2. ' ASCE 7TBL.11.6-1..2 5 5, 5- ,.- ,•• :- I 4- * .4 I S.GorCinStnuralDesign& - - : - . ACPlC8dSb8d-3kGaCIOflLAR-VT42.5.sm. Engineeflng Services (SGE) - w.secensu5ing.cery 611512016,, I Tel. (949) 552-5244 LVERT VESSEL AS VESSEL (ASCE) STRUCTURE: ASCE 7 CHAPTER 12, & 18.4 I YIN • Y ASCET 16.4.1 SDSI(Rfl)e- N/A •ASCE7 12.8.2 - SDIITI(Rfl) c N/A ASCE 7 128-3 0.0441505 N/A - ASCE 7 SUPPL 2 - wF/(WF+WPAD)0.25 - DESIGN PER CHAPTER 15 13.1.1, 0.01 ASCE 7 12.8.6 - - I : 0.rS1/(Rfl) N/A ASCE 7 12.8-6 - - • WF/(WF4WPAD)0.25 .- DESIGN PER CHAPTER 13 15.3 - - Cr 0.610 ASCE 7 12.6-I - . . •- -- . . . .. AS NON-BUILDING STRUCTURE: SCE 7 CHAPTER 15 : - . -•- .. . - -I •- - - . . . . 4J .4 I - CHAPTER 15 Y/N Y ASCE7 1334 - 0.03 ASCE7 15.471 • L - -'• . -. o.rs1I(RI1) N/A ASCE7 15.4.2 RIGID STRUCTURE 0.3SDSie 0.231 ASCE7 15.4'6 . . CS 0.231 , . ASNON-STRUCTURALCOMPONENT: ASCE7 13.3 I CHAPTER 13YIN N ASCE7 131.5 0.4-AP . 1 SD511.rz/H)/(RPflP)= . N/A ASCE . • 'C• (ArAx)AP1(RP/IP)= N/A ASCE 7 13.34 - - 1.6SDSIP= N/A ASCE7 .13.3-2 . •..,• - . >=0.3SDS1P N/A ASCE7 13.3-3 •. . . -. - - CS= . NSA I '. . 3. : . •- . :. I SEISMIC COEFF Cs- 0.231..- 4•4 . 4. I . - - . SEISMIC FORCES ON THE VESSEL, USD -- I - - DUE TO BASE SHEAR Eli 0.231 W 2 DUE TO VERTICAL COMPONENTEV'0.rSDSI= 0.154W . .1.92 K . . - . TOTAL SEISMIC EFFECT Ev Eh+Ev 0.385 W . . 4.81 K SEISMIC MOMENT MP Eh(Hs) . . - 15. ft-K € TOP OF PEDESTAL SEISMIC LOADS PER LEG .- -4 . ,-.--• .. - .- I • TENSION Ts I0.9(Wr)-Ev)VNL .4MPI(NLDa) 0.00 K NO UPLIFT TOP OF PEDESTAL COMPRESSION Cs (i.2W5+EvWNI. .4'MP1(NLDa)) )6.01 K I TOP OF PEDESTAL SHEA Vs Eh4(NL.NCyNU .0. K R BASEPLATE NCHR 5 72 S RESIST SHEAR - SEISMIC FORCES ON THE VESSEL, ASD . . •1. -. -1k, . - 4 .. - Eha ,4 Eh 11.4 0.165 We - . 2.1K. Eva=~Evjl[Ac 0.110W a 1.4K -. MPA e EhaHs c . 10 ft-K OP OF PEDESTAL - . SEISMIC LOADS PER LEG . . . TENSION 'Is aid = 10.6(W!).Eva)YNL -4MPAllNL6a) . . 0.00K . NO UPLIFTS - @TOP OF PEDESTAL I . COMPRESSION Cs 5941= (Wf+Ev)NL + 4MPN(NLDa)c, 4.84 K @ TOP OF PEDESTAL SHEAR- Vsa = EheI(NL) . • 0.52 K - . . BASEPLATE OThERFORCES ASD FACTOR LRFD , LATERAL FORCE . S. 0 '.- - . 0 K . - - LATERAL FORCE ELEVATION . - - . .. 0 , 1.4 FT . . I . MOMENT@TOP OF PEDESTAL-- - 0 I 0 K-FT SEISMIC SLIDING SLIDING (ANCHOR SHEAR) ANALYSIS, LRPO AISC STEEL DESIGN GUIDE 1 P.30 - 0 I . . SIDE OF EOUIV. SO.FRAME5 L FT 0.770e -' 5.84 4; MAX EOUIV PRESSURE COMPRESSION qc , K/FT 10.91 WU-Ev)Y(4 1 - MP/(4/3L') 0.7. TENSION qt KIFT -I0.9(WI)-Ev)y(41) + MPI(413t2) 0.0 I * LENGTH OF ZONES . S COMPRESSION XC - FT qc/(qc#qt)L - 5.8 Coeffloent of friction: KFRO.57, (steel TENSION XT - . FT L-XC 0.0 on dry concrete) - - TOTAL COMPRESSION. MIN - Co . K (L+2XC/2)qc . 8.4 - Ref. Rabbat & Russel FRICTION COEFF -KFR - '- - 0.35 . 'Friction Coeffietent of Steel on - . I SAFElY FACTOR - . . of Structural Engiiieenng, ASCE . SEISMIC CLAMPING FOACE PCt. . " COKFR -.' 2.9 Concrete orGrout. - - - PERMISSIBLE SFP4 - . - 1.10 1989 - - CALCULATED SFC .. PCL/Eh -- 1.02 -. ANCHORS RESIST SHEAR - - . ACTUAL SFA ., 0.57KFRSFC 1.66 - LEGS IN COMPR ZONE • NC . i (L.2XC)/(4L)NL 3.00 I I . •s. •.'. a - 45 • - , - S.Go1dInS*tuuraIDesgn&' . 1 "I. '• ACPI Carlsbad -3kGaDOnLAR.VT42.5.xlsm EngerIngServicos(SGE) .• I' j '2, w.69006n5u91n9.00m - - .. -- T . 611512016 Tel. (949)5525244 '. . . • 4 • 4 - 4VE FIT VESSEL, . a5 ••. :' - ,5. I IBC 2012-2013 CBC SECTION 1609, ASCE 7 SECTION 29 - - •1, _ •., * '•-i' -t VALUE NOTES . . ASCE7 REF •. . ,.•t •' •..'. RISK CATEGORY= fl .54 OK TEL 1.6-1 1= 0.01 SEC .1. 1.1IT a 76.61 HZ RIGID STRUCTURE -i:- • . . . , BASIC WIND V= 110_.. MPH : . , 26.5.1 -I. EXP.CATEGORYC "N 261 DIRECT. FACTOR KD=. 0.95 . TEL 26.6-1 KZC 08489 ' " Ia TEL 29.31 . H15.00 FT 4 i - _ • . • I ALPHA =9.$ _ a Zan 900 GUST FACTOR ='I . -... • . . 26.9.1 a SITE FACTOR KZT=1.00 CHECKTOPO- FLAT SITE a 'a .. 26.8.2. • QZ= 2498 ' PSF QZ=0002srlcrkzTko'v2 Ell 29.31 H10209 a;. D1SQRTQZ 24.14 'OK . . . SHAPE (SOR OR CYL)= CVI . • . . . •-. .. ,- SURFACE SMOOTH . 4 . 5• . . 44 '4 CF 0.52 . ''.. • ,' . FIG. 29.6-1 • - . F=QZ'OCF = 12.94 PSF, USE IS PSF .'- 16PSF -OK4'- EO.29.5-1. .5. 4 LRFD TOTAL WIND SHEAR GOVERNS Pw CF • D (H.h)I10004 0.78 K ' • '- SEISMIC: , TOTAL WIND OFT MOMENT Mw = Pw(H.h)12 393 ft -K a SEISMIC GOVERNS 4 LOADPER LEG- 1 •-., - -. a .. .5 - . TENSION TwiC 0.9S(WeWNLl.6'4Mw/(NLDa), . 0.00 K ' ', SEISMIC GOVERNS'- S 'SHEAR ACTS WITH TENSION Vw1 PwI(NA) . 0.00 K - -. NO UPLIFT lxl L a • . - . • ,..5 .s#. -. • - • ASD Ueecódepmunmtive scllveluei with 1I3IncveaeeYIN - 5 V , ca 1.3 • WCICBC 1806.1 - .• TOTAL WIND SHEAR PwaFWflrc 0.63'K . SEISMIC GOVERNS - 4 a TOTAIrWIND OFT MOMENT . Mw C Pwa(H.h)12 '-. 3.19 ft-K SEISMIC GOVERNS . ,- - -S. • . --'•- .. • a . -. WIND SLIDING (ANCHOR SHEAR) ANALYSIS, LRFD - EMPTY TANK •' •' ' , - 4. I ,, MAX EQUIV PRESSURE ' COMPRESSION qc K/FT 09 (WeV(4 I) + Mw/(413 12) 02 TENSION, qt ;K/FT .0.9iW0y(4L)+MW1(4I3L2) '' 4: .. 0.0 1 LENGTH OF ZONES,•, ., I ,. . - . -I COMPRESSION XC FT qcl(qc+ql)'L . . 5.8 r • ., TENSION XT FT (.-XC ' o.o • . TOTAL COMPRESSION. MIN ' . CO K • (L+2'XCl2qc '. , •. . •. 2.5 - FRICTION COEFF 2 KFR a - 0.35 . SEISMIC CLAMPING FORCE PCL , CO'KFR . . - 0.9 SAFETY FACTOR PERMISSIBLE SFA . .• -- CALCULATED SEC PCL/Eh CLAMPING RESISTS SHEAR ACTUAL SFA LEGS 057 KFRSFC . IN COMPR ZONE ;NC' ' (L.2XC)/(4LrNL . 3.00 SUMMARY . . • . -. D ATA FOR FOOTING & CONCRETE DESIGN, V - • ' .- SEISMIC yJlJa , LATERAL FORCES ALONG .. - XX (SHORT SIDE OR LoNGrr DIR) . K VX 2.06 063 'rY (LONG SIDE OR TRANS V. DIR) K - VY , . 2.06 • 0.63 . . . MOMENT AT TOP OF PEDESTAL4- • ' XX (SHORT SIDE OR LONGIT DIR) FT-IC _MV , .' 10.39 3.19 " YY (LONG SIDE ORTRANSV.DIR) FT-K, MX 10.39 3.19 ' VERTICAL SEISMIC FORCE -a K . VZ 1.37 ., 0.00. FOOTING WEIGHT K WF 10.00 .,- .. ' WE EMPTY K' PMENT IM : 3.30 3.30 - FULL . K 2 WE . 1250 12.50. CG ELEVATION ABOVE PEDESTAL 'FT MOO 5.04 MAX COMPR FORCE LEG LRFD K C 4.84 'ANCHOR CIRCLE DIAMETER FT DA -7.59 - • • '' .. - EOUIV OR ACTUAL DIMENSIONS - . :. .4 . • a - a • FOOTPRINT OR BASEPLATE WIDTH 00 IN 6500 . . - .5 . a -, • LENGTH . LO a IN 65.00 - - • • LEG BASEPIATE SQ. SIDE BBP IN - - - 0.00 • - 5 .4 .• • S ,, - *4 a " . S. Gordin Structural Design & , ACPI Carlsbad- AC56.2.xlsm Engineering Services (SGE) . I4iT.HY200. Irvine CA I Tel. (949) 552-5244 - 611512016 ANCHORAGE TO CONCRETE: — EPDXY ANCHOR — HILTI HIT-KY 200' I - C IBC 2012(2009 OK), CBC 20`13 (201i OK) - REFERENCES -.D' AC1318-11(080K),'INCL APP D = . . E ICCESR318r(July2ols) . I DESIGN PARAMETER 'NAME 'FORMULA OR SWITCH VALUE UNIT -7 COMMENT. REFERENCE I . FORCES &CoNDmONS FACTORED PULLOUT FORCE ., Nn1 0.00 K FACTORED SHEAR FORCE Vn1 0.72 K OPTIONAL FORCE, FACTOR KF TEMPERATURE (°V) AND TEMPERATURE RANGE T ,' 130 . ETBLI4 I DESIGN PULLOUT FORCE Nan ' Nn1KF ' '0.00 K DESIGN SHEAR, FORCE Vn " '' VnVKF 0.72 K' 0 D.3.3.4.4 SEISMIC COEFF (TENSION CONCRETE ONLY) ksdc 075 .. I SHEAR FORCE FACTORED BY C YIN 0 N 2 D03343(d) FACTOR DESIGN FORCES BY 0 YIN 0 N >' 1.00 ,MOK CONCRETE STRENGTH (NWC) ?c : '. . 2.500 PSI I INSTALLATION CONDITION DRY D': WETISATURATEDW W 00.6:1.3 GROUT PADS (SHEAR STEEL ONLY) kg Y 0.80 CRACKED CONCRETE YIN Y' ' GEOMETRY . ..... ••. . . . . - - C OF ANCHORS IN THE GROUP. EFFECTIVE STEEL & CONCRETE. TENSION CONCRETE. SHEAR nt nv . 1.00 . 1114 ..• 1.00 I , STEEL: SHEAR fl& -1.00 . ALONG LOADED EDGE .NALE . .1.00 DIAMETER ANCHOR. da' - 0.500 IN ' I ... INsERT, d 0.500 IN '. • SPECIFIED STRENGTh OF STEEL . . . . . ANCI1oR TENSQ.E fut ' . 58 KSI - CARBON OR 38 OR SIN . ANCHOR. YIELD fy 36 KSI EE] M125.000 PSI "-ft . . - . . . 68 Vs , . . . 1 , Ita 58, KSI • INSERT. TENSILE M .' 58 KSI ANCHOR. YIELD fy . : 36 KSI .. INSERTIANOR(S) EMBEDMENT, ASSUMED hat ' . 4.00 IN [] INSERTIAP4CHOR EMBEDMENT, MINIMUM MI min, . 2.75 IN ' £151.14, PAD THICKNESS. MINIMUM 1p' , 5.25 IN ' E 191.12 PAD THICKNESS. ASSUMED tp . . 6.00 IN [OK ] I . ACTUAL SPACING, -. . . . DIRECTION 1 (MINIMUM) si. 56.00 fl • . . DIRECTION 2 (MAXIMUM) :s2 71.00 IN ALONG LOADED EDGE St. , ' ' . 56.00 IN MIN. ANCHOR SPACING ., smln ' . . 2.88 IN ' . E 181 12 'I ter." 12.00 IN . AVAIL. WIDTH OF, HALF-PYRAMID BASE wpa ' . . 12.00 FT ANCHOR EDGE DISTANCE 'DIRECTION I C1 . 02 ' , . ' . ' 2 . ' , 6.00 60.00 IN IN OK . • ' ., DIRECTION 2 c21 ' 6.00 IN OK , 02 . 60.00 IN ACROSS SHEAR FORCE CIA 1.5he1 , : ' ' . 600 '6.00 IN IN • . . . . . . : . ,., 60.00 IN' PARALLEL TO (ALONG) SHAR FORCE MIN. EDGE 01ST èl anln ' ' . .. . . . 6d ' " 6.00 3.00 IN IN j - ' 083 'D 64 - I DESIGN PARAMETER NAME STEEl. STRENGTH, TENSION THREADS PER INCH nt EFFECTIVE AREA Ase NOM. STRENGTH OF ANCHOR GROUP. STEEL Ns "STEEL STRENGTH REDUCTION FACTOR ØS - DESIGN STRENGTH. STEEL Nsi 4-. NS2 - CONCRETE BREAKOUT STRENGTH. TENSION -- PROJ. AREA OF TENSION FAILURE SURFACE FOR ANCHOR GPO nt"'l CLOSE TO EDGE ANIc nt.'l AWAY FROM EDGE AND nt=2 CLOSE TOEDGE AN2c nt"2 AWAY FROM EDGE AN2a n14 CLOSE TO EDGE 1 ., AN4c 4_I.. -" 4. nt4 AWAY FROM EDGE 4-- AN4e ' AN BASIC BREAKOUT STRENGTHEN CONCRETE Nb ECCENTRICITY OF PULLOUT FORCE' e'Nl . MODIFICATION FACTOR FOR ECCENTRICITY *11 -: • . $12 MODIFICATION FACTOR FOR EDGE EFFECT .- +2 MODIF FACTOR FOR CRACKED TENSION ZONE 'P3 . IN CONCRETE BREAKOUT STRENGTH FOR SINGLE ANCHOR Ncb FOR GROUP OF ANCHORS Ncbg STRENGTH REDUCTION FACTOR 001 DESIGN BREAKOUT STRENGTH CONCRETE PULLOUT STRENGTH, TENSION MIN. EMBEDMENT ,hefm MINIMUM SPACING - smin BOND STRENGTH IN CONCRETE TI kee CRITICAL EDGE DISTANCE cac ccl MODIFICATION FACTORS FOR: POST INSTALLED ANCHORS + EDGE EFFECTS +, FOR ECCENTRICITY STRENGTH REDUCTION FACTORS: - -. ,. FOR BOND INS EIS. CATEGORIES C-F a, STRENGTH REDUCTION FACTOR . 01 S. GãiIn Si,1J1tur81 Design & EngIneering Services (SGE) * .!Mno CA' "Tel. (949) 552.5244 I •'' •4,: ACPI Carlsbad .ACS6.2.xlsm HIT HY200 - 611512016 FORMULA OR SWITCH VALUE UNIT,?. ".- COMMENT REFERENCE'. n14d0..9i3*fl)2 I 4 nt'(Ase)fula . , r. 3.' 1.2NSI NETAREAS - - I D9.2 .3 -- - . . . 4-- -AJ _,. S ,,., :' •. -- -'- - .5. - i (0+1.5hefX29.5hOlL , - - IN, ,'. c1C1.5het DD.5.2 - 144'IN'4 cl>1.5h51 4 4 (c14-s1+1.5hefX29.5IeQ, - . - IN'S 0<1.5hef. slc3hsf -(e143'hel)(3hel)' - '- ,-- .- . ,c11.5Ief.s1'3h0f (cl+s141.5h01}' -. .., c2c1.5h81,slc3hef. (c2+2+2'1.5he1) •," -- !s2C3f'. - (81+3'hefXR2+3'hel): - . . n'ANO .144,'' n'AN0 . .. '144 IN' . 'I' • • . , 17 •. . CRACKED - E TEL 12 kc"(fc)""(ho1) - 6.80 -K T s' D 0.6 .. IN '0.00-"tN. .-. - . . -. ..• li.2eNI(3heflr' - '1.00 .... .. ' . -' - DD-8 t1+2eN!(3h001' 100 •'-•k +11+I2 ' .1.00•'' - - 1.00 . . c1>1.5hef .DD-9 - . - - 1c1c1.5hcf - 00.10 IF (f'clj1.25. 1.00 ' 1.00 . - CRACKED TENSION ZONE (ANIANO)('P2)(4'3)Nb - 6.80 '.K 'T'. . DD-3 .' (ANIAND)(+4-1)(+2)C+3JNb 1,680 K . DD-4 I. , I. - ,DD.4.3(a). OCI'Ncbg' •'-- 6.10 K -- S I i,.• -':, .-. I . .4, '.3. - ,,•- IN * " ETBL4I2 S' 2.88 IN5', :- ''4- ETBL 12 -. c'24(hef1'c)"I(i'd) , 1.528 PSI ' CRACKED MAX(3.101hThet 1,4) • -,.2.05,.. . ,- •' ' .3 ...4 -•.• E 4.1.10.2 . . . -' helirlll,160)°'kcc- ' .4.47 IN.4 -4-- " EI.1.10.2 • *- 10da (TüncrI1100}O* ' 6.16 IN • 00.21 MIN(cac a'a) 447 IN - .'%, ,•,S •4• . • 1.00 -. •' - crn1n2cc1 D 0.26 nink1 ... . 4, . • cinincccl .D 0.2.. 1 . :, I -, cmIn1 DD-24- 0.7.0.Thrin/ccl ', S'. WA - ". cmIn'cc1 - , 00.25, tOO,- • . NO ECCENTRICITY . 00.23 -'--3. L • , .4 0.80 - , •-.-- • . E TEL 14 - 4-.i -,:3 4. .ETBLI4 14 4- - -4 . .51. ' ' -.4- . . -r, • - * * -%..• . • . . ., ç :.-'- .4 .- 4 • - 4. , *4- . . - - S. Gordin Structural Design & . ACPI Carlsbad -AC56i.xlsm Engineering Services (SGE) HIT HY200 Irvine CA I Tel. (949) 552-5244 611512016 DESIGN PARAMETER NAME FORMULA OR SWITCH VALUE UNIT 7 COMMENT REFERENCE I PULLOUT CONTINUED PROJ. AREA OF PULLOUT FAILURE SURFACEFOR ANCHOR GROUP ntl CLOSE TOEDGE ANici (01402)(à21+c22). - IN' 04c1 0D.5.5.1 nt=1 AWAY FROM EDGE ANOI (2-car? 80 IN' C1'ccl I . nt=2 CLOSE TOEDGE AN2c1 (c11+s1+c12Xc21+c22) - IN2 c1ccc1:51.c2ccl nt2 AWAY FROM EDGE AN2a 1 . iN2 cl>ccl: sl<2ccl nt4 CLOSE TOEDGE AN4c1 (cll+914c12)(c21+s24c22) IN' 7I I nt=4 AWAY FROM EDGE AN4a I IN2 cl :;:1 l: Q<2ocl nANO 80 IN12 AN 1 nAN0 1 80 iN2 I . Na0 rJsrdhern, 7.7 K DD.22 NOMINAL STATIC PULLOUT (BOND) STRENGTH FOR SINGLEANCHOR Na (AN1IANO1) +55+c,Na0 7.7 K D 018 . FOR GROUP OF ANCHORS Nthg (AN1/ANOI) +.+ia.$cp.uNa0 7.7 K 00.19 I . DESIGN PULLOUT STRENGTH 01.Ncbg 4.2 K ANCHOR GROUP TENSION STRENGTH STEEL No . .6.2 K . CONCR.ETE Nc 4.2 K I DUCTILE STEEL ANCHOR YIN . . . STEEL STRENGTH GOVERNS YIN . N CONSERV., NO SUPPL REINF. • COND B, YIN V FACT TENSILE STRENGTH ANCHOR GROUP MIN(Ns Nc Mds) 318 K [] SHEAR I STEEL STRENGTH IN SHEAR Vs . nskgn0.6Ase1uI . 3.95 K . 0 D.29 REDUCTION FOR SEISMIC SHEAR ovs 070 ETBL11 STRENGTH REDUCTION FACTOR . . STEEL CONCRETE I . Os Oc 0.60 070 . E TEL 11 ETBL12 CONCRETE BREAKOUT STRENGTH (SHEAR) SHEAR FORCE PARALLEL TO EDGE YIN ked V 2.00 SHEAR FORCE ECCENTRICITY eV 0.00 [] ' MODIFICATION FACTORS FOR SHEAR STRENGTH FOR ECCENTRICITY 1.00 NOECC 00.36 EDGE EFFECTS + . ca2l6812:1.5 00-37 0.7.0.3anh*c1 0.90 ca2/I<I.5 . D 0-38 FOR TENSION IN THE ANCHORING ZONE . I CRACKING IN THE TENSION ZONE Y SUPPLEMENTARY REBAR >=94 N 1.00 . 00.6.2.7 - ha/c11.5 • . . +fly 1.22 haI0I.5 00-39 ,I . .1.22 ,. LOAD BEARING ANCHOR LENGTH SHEAR Le 400 IN L8d0 1.50 . . 9.00 IN . . t PAD THICKNESS Ip . 600 IN - DEPTH OF SHEAR FAILURE HALF PYRAMID BASE dp MIN(1 Sd tp) 600 IN ANCHOR SPACING ALONG LOADED EDGE SL 5600 IN cef . . . - EDGE DISTANCE ACROSS SHEAR FORCE Ca 600 IN I cd MLN(1561c2 Ip) 600 IN BASIC BREAKOUT STRENGTH. SINGLE ANCHOR . 7(L&d)°'(d)"(?C)"2(c1)'5 5.51313 K . 00.33 Vb 9Ifc)(c1)'5 661 K 00-34 . . ... . 5.81 K . I #OF ANCHORS ALONG LOADED EDGE NALE . - 1.00 I I • .. ,... •'.. " . .4. .5 5' f555 • ., S. Gordin St,ucturálDasign & 0 - . I . ACPI Carlsbad. ACS6.2.xlsm Engineering Services (SGE) I -' - . . '' ." . HIT HY200 Irvine CA -1 Tel (949) 552.5244 611512016 DESIGN PARAMETER NAME FORMULA OR SWITCH 't VALUE UNIT '1 . COMMENT REFERENCE SHEAR CONTINUED WIDTH OF SHEAR FAILURE HALF.PYRAMID BASE ' GROUP 2 1 5c1.(NALE 1)S1 1200 IN . cIa'1.5c14NALE1r5L . . 4.06r IN WP cia+Q*(NALE-1)7SL 116.00 K,..'. . . .12.00 IN.......: •. -. '5 .. . I.,, 'S •• 0 SINGLE wpl MINIWP 3d (d184c20)j 1200 IN DESIGN WIDTH OFHALF.PYRAMID' BASE , ?GROUP wpd MIN(wpa,wp) • 12.00 IN ,, ,, , • AREA OF SHEAR FAILURE HALF-PYRAMID BASE . . • .a' . SINGLE 0' . " 72 a" ACTUAL AV d9Wpd . - 72 IN?- •,-' SINGLE, CONCRETE AWAY FROM EDGES AVO 4.5Vc1C1.5h0f .. . .: .i62iN,, ., • .-., . DD2 . ,. . . FREE FIELD PYRAMIDE SIZE LIMITED BY hef'. . .. S , • . NOMINAL CONCRETE BREAKOUT STRENGTH AVIAV0(+v+w+,v)Vb,. .,.3 K . .DD-30 ANCHOR GROUP AV1AV0(+/+rcv +KV +Hv)Vb . 3 . K : --' D 031 tlx CONCRETE PRYOUT STRENGTH IN SHEAR . 0063 kcp 2/JO hef2.5 IN 0 D40 PRYOUTSTRENGTH.SINGLEANCHOR .Vcp kcp'Ncb . 13.60 Kb''- .''T ' DD-41' a' PRYOIJISTRENGTH ANCHOR GROUP Vcpg kcp Ncbg 13.60 K ANCHOR GROUP NOMINAL STRENGTH SHEAR STEEL Vs 'PsVscvs 1.66 K CONCRETEVc OcVcavc . . •i.32 K- • •' a . " - • •t :' .. ' * S. a.,- —_ . "DUCTILE STEEL. ANCHOR YWW .- STEEL STRENGTH GOVERNS Y,W N CONSERV., NO SUPPL RELNF., CONS B, YiN . .44-••, " . FACTORED SHEAR STRENGTH GROUP V MIN(Ns Nc) 132 K to STRENGTH DESIGN INTERACTION SUMMARY S DD.7 KN (NulFNn)C=10 000 " KV (VuIFVn)c=1.O-. ' 0.54'''IOKI.., a DD7.2 (NuIFNnt"*(VuIFVn)5"1 , [E] ROT , 'a- DUCTIL.ESTEEL TOGOVERN S - . S . PER ANCHOR GROUP (na k 1) . . .,. ' ,r - . . . . :'' ' •'- ' -. . NOMINAL' SHEAR STRENGTH. STEEL VS a , 3.95, K ...•• •- ' , . -. NOMINAL SHEAR STRENGTH, CONCRETE . 2.70 SHEAR DEMAND V . 0.72 K - .. .•-, ' -- - -• '. '• - NOMINAL TENSILE STRENGTH , a - + • a , ' STEEL a' TSU 9.68 K D03343a1 CONCRETE. BREAKOUT.—_ 'TCUI , 4 6.80 . K- . . CONCRETE PULLOUT TCU2 963 K . CONCRETE. MIN ICU' — ' 6.80 . K • 5 ' TENSILE DEMAND . ' . I ' ' 0.00 K' UTIUZAflOJIJDEMAND-TO.CAPAC*TY RATIOS) SHEAR, STEEL"' .. kvs- S , . . V/VS - . • '•0182' a'' •? . . " 1' '.' SHEAR. CONCRETE . , kw VNC ' , 0.267 ol TENSION. STEEL , kts . IllS. ' 0.000 • ' 1) D.3.4.3 R ,TENSION. CONCRETE ktc T/TC .' ' 0.000 • •• TOTAL, STEEL •- . , . KS ' . . 0.182 TOTAL CONCRETE -1 KC kvc'ktc 0.267 (J UTILIZ c4Ø% BASEPLATE HOLE, TOP NUT, AND WASHER' . '• . S'.,-•--'-.-.- ' ' RECOMMENDED HOLE DIAMETER: dh . '314 IN ' • a'- 5 . AISC 14TH 1 RECOMMENDED TOP WASHER SIZEIDIA 04w - 1 1,2 lW a' TBL. 14.2 RECOMMENDED TOP WASHER THICKNESS dtw 3116 IN - ..' - 0 ' ' ' ' • -Y ', ., . ,. I - a' v-a' I , a' a - 1 S. GORDIN STRUCTURAl. DESIGN APC! Carlsbad- Buffer Vessel. E21.5.xlsm - ENGINEERING SERVICES (SGE) It I . -. 11812018 w.sqeesissdthg.cam EQUIP-GENERAL - Teleptrone (949) 552-5244 i - I EQUIPMENT Buffer Voegol Project APCI Carlsbad / FcIL. . E Location:' Carlsbad, CA - Au SGEB. 516.082.314 . . - EQUIPMENT DATA - - -F,, 'r- * . F ' . ---h a Tooa.rr ' P I ii tssi, H I I D . - - '. LEO HEIGHT • -1, 0 IN BETWEENBASEPI..CLS •.t LENGTH LA 6975 IWlI I .. ., KCG- .85.8 IN , WIDTH WA 52 IN ' - hi. -. - - - TRANSVERSE 01149 'i Ii - . . p . ' LENGTH L's, 841N" • ..._L' .- . I ('w) . welom - . . . . . WIDTH! ' . ,. . BASEPL EQUIV. SQUARE SIDE W $6 IN,, SF. 4 IN I' dbtilbuban I dlsirlbutlon , WEIGHT - diagasro. daagmj,, L sbaagasm, ... .. -., EMPTY WE 2.662 K OPERATIONAl. WF 5.123K .t./ SEISMIC- I 2012I6CSoctIon1613 &ASCE7Chaptass1l 12.13,18 I 1 - IBC 'fBI. 1004.5 IPe I OK ASCE 7 13.3.3 • - ' - . .. -. 2 -. .-ASCE 7 1&4-2 I - VI4 0 -, AT GRADE AP 2.6 ASCE 7151. 134-1 - -. a-- - RP 2.5 ASCE 7IBI. 13.6.1.1 - - - PA. 1.085 CSC 'fBI.. 1613.5.3(11 APAXC 0 ASCE 713.3.4 - FVe 1.583 , CBC TEL. 1613.5.3(2) I 8115 DATA - . - BMSPAS8 1.164 - - .- ABC 7 11.4.1 $M1FV81 . 0.860 - ASCE 7 11.4-2 LATITUDE. LONGITUDE 33.11oortt,117.28364'W SS. - 1081 8DSe1V3)6MS. 0.769 . - ASCE 7 111A.3 51. 0.417 - a: - - ... soipnrs&ti. - 0.440 - ,- ASCE TII.4-4 SITE CLASS D OK - I SEISMIC DESIGN CATEGORY - 0 . - ASCE 7 TBL 11.6.1.2 - T0e0..2'SDIISDS. a 0.114 5 0.15 ASCE 711.4.5 11 SEISMIC USE GROUP 2- - a- - TS.SDIISOSe 0.572 a 0.15 -, ASCE 711.4.8 -. AS VESSEL (ASCE) STRUCTURE- ASCE 7 CHAPTER 12,515.4 - ' a .- - . YIN - 'V ASCE 7 15.4.1 - . •. a I .. SDSI(RJI) • CAN ASCE 7 12.5-2 .- Te 0.16 - SEC . e005. EQUIP. FLEXIBLE a Solrn(Rn)e 1.467 ASCE7-12.84 0.034 ASCE 7. SUPPL 2 a 0.rS11(RII) e 0.104 ASCE? 12.84 - - . FOOTlNG OR SUPPORTING STRUCTURE WEIGHT - -- 0.01 ASCE? 12.84 . WI' - 62.00 K CS.,0.385 ASCE 7 12.8.1 AS NON-BUII.DZNG STRUCTURE: ASCE 7 CHAPTER 15 WF.WPAD 58 WI'I(WF+WPAO) 0.10 ASCE7 15.3.1 - - - . . - - a - - CHAPTER 15 YIN • N ASCE7 13.3-1 - . , • . I - 'Se - WA ASCE7 15.4-1. - - o.rsl(Rn)e IdEA ASCE7 16.4.2 03•5DS12 IdEA ASCE7 15.4.6. NON-RIGID STRUCTURE CS. WA.- AS NON.STRUCTURAI. COMPONENT: ASCE 1 13.3 WF/(F4WPAO)s-0.25 . DESIGN PER CHAPTER IS 13.1.1, CKAPTERI3YIN a Y ASCE7 13.1.5 . . - WF/(WFeWPAO).cO.25 DESIGN PER CHAPTER13 a 15.3 0.4aApasDs(1.rzIHy(Rpnp)e - 0.308 ASCE7 13.3-1 (APAXrAP)(RPnP) 0.000 ASCE7 13.3.4 a - 1.6'SDS'IPe 1.231 ASCE7 13.3-2 - .* ' -.. •: - - - I se 0.3SDStPe - - 0.231 ASCE 1 13.3-3 CS 0.308 i SEISMIC COEFF CS- 0.3851 I SEISMIC FORCES ON EQUIPMENT U$D - BASE SMEAR Eh 0.386 We 2.20 K , . . • ., . . . , . . VERTICAl. COMPONENT Eve0.2SDS'Ie 0.154 We - 0.88 K I SEISMIC TOTAL SEISMiC EFFECTS. ER.Eve 0.530 We - MOMENT MS Eh Hee . 3.08 K 15.73 ft-K @ TOP OF PEDESTAL I SEISMIC FORCES ON EQUIPMENT MD BASE SHEAR EbI1Ae 0.275 W 1.573 K ' - . - - a ......• 0.110 IN 0A29 K I 11.24 ft4C @ TOP OF PEDESTAL I - SVV. V. V S ¼ V V V $ S. GORD1N STRUCTURAL DESIGN APCI Cartebad . Buffer Vesscl - E21.5.xlem ¼ Si. 71812016 - . ENGINEERING SERVICES (SEE) . V. - . V • wwwJ9ecc 9Vce¼n EOUIP.OENERAL' V TelepHone (949)552-5244 - V ¼ V V • V '--' :-- .7;, .V, • 7 . V WIND - IBC 2012 • 201$ CSC SECTION 1609, MICE 7 SECTION 29 'V V. . V ,j¼.VV4.• 57 . * - - . VALUE NOTES . .477 S*• - V . R)SKCATEGORY0 OK TBLI.5-1 5 V ¼ V T. 016 SEC V t.1lT 6.67 HZ FLEXIBLE STRUCTURE V V • - BASIC WIND V 110 NEIl •, 4 •". . - 28-LI • . ' P. CATEGORY C ly') \. ' 29.7 V DIRECT. FACTOR ko' 0.9 V - TEL 26.0-1. V V •.*• VV VV 1(2- 0.8489 V, - ' TBL 29.3-1 • V VV. H. 18-00 FT . - VV , V • •7V4 .-, 4 . V - -, . ALPHA. 0.6 V V zoeoo " GUST FACTOR • 085 • SITE FACTOR I(ZI- 1.00 CHECK TOPO- FLAT SITE . V' ' . 26.8.2 V V • .V.VV V4 . tVJ • t' V i',... ' " 0Z2&67 POT OZ0.oC25rICZ'ICZT'IWV2 -_., . . EQ. .3-1 V V •'.. V , V OK - . • • V V• V V SKAPE 5CR , V V CE- 1.31 . 7. . 'FIG. .6-1- r V . • F. OG CF 26.41 POT, USE 26.41 POT OK AS PSF . ' £030.0-I , ...........V. 4 V *V44 ¼ WIND FORCE (LRFD) * WINO SHEAR V •• . 1 . V V MMUMUM PVw • F • 0' (H.li)fl008 2.64 K . -"NO GOVERNS- V V • • MINIMUM FW2 PW'Øl.l)fl00O 3.02 K 7. V V ¼ -, DIAGONAL FWO° P(L'iW')'•(N.HYICX V . . V 'V 4.01 K V . WIND CIT MOMENT Mw • Pw(N418)434' . .10.85 fl-K. . , '. WiND GOVERNS . •• V 4 V . .. ..4S V WIND FORCE (ASD) , V V • . ¼ '... -:- V ' '.. '9., . WIND SHEAR Uee pnescrlVJva viluos wIth 113 HICNS$0 YIN Y' • V , V w 1.3 -' . tac,cscieoo.i : -..- •; '¼ MMCMUM PwaPwItSIu 2.16K WIND GOVERNS V • , V V -4. MINIMUM 2.45 K )' V • DIAGONAL 3.26K i4 , 4 V . WiNDGOVERNS, WIND 047 MOMENT Mw.Pwu1H41IY2 15.34 V V . • tV* •V.VV$ . V V4VV4¼_ V V ¼ • ¼ V . V V ... ._ VV. 5*. V 7 V • V VV VV:VV¼V •1V. V V .,VTV ,.V . V .. SUMMARY V DATA FOR FOOTING & CONCRETE DESIGN V .. SEISMIC WIND LATERAL FORCES ALONG V XX (SHORT SIDE OR LONGIT DIR) K VX *57 3.2 YY(LONG SIDE OR TRANSV. DIR) K W 1.67 326 MOMENT AT TOP OF PEDESTAl. XX (SHORT SIDE OR LOOIGITO(R) FT-K MV 11.24 10.34 YY (LONG SIDE ORTRANSV.CIR) FT-K MX. 1*24 1534 VERTICAL SEISMIC FORCE K VZ 083 0.00 FOOTING WEIGHT K WE - 52.00 .EOUIPMEPIT WEIGHT EMPTY K WE 2.88 2.60 FULL K Wo 5.72 6.721 'CO ELEVATION ABOVE PEDESTAL FT. HCG 7.15- '-7 ' MAX COUPR FORCE LEG LRFD 1( ,- V 3.92 EQUIV OR ACTUAL DIMENSIONS WIDTH I FOOTPRINT ORBASEPLATE BD IN 52.00 LENGTH LO IN 69.75 LEG BASEP(ATE SO. SIDE SW IN . 4.00 V ¼. ¼. •_ Vle.VV* 77 -' VV* ¼. VV V VV1 • . .7 - t 4. V ¼. ¼. _*V_ V_V - -. ¼' , V 57_'•VVV 7*4 ¼ -. . 4V V ¼, . V VS V V7V S • - '!' . W. •V•V• 7*. ¼• V V . . ¼ - VSV V* . .: ¼.¼''. V :.. •• (p V V' - S V ¼ '•V V• - :. 4. V,7 V - . V 4 ,V777 - V':'V 4 ¼. -V V ,. V V V. V . V5V ¼ I V . • I V . V8V V V - V ¼ V . •..' ... • a. 14 *4 V - ¼ I Projé'ct:APClCarlsbadPad '. , • V • SGE Consulting Structural Engineers, SGE CONSULTING STRUCTURAL ENGINEERS-,,.. July 08, 2016 I - APCI Carlsbad 516.062 374k Plate Local Stresses (Extreme Row Only) (C ' i'A o)'( A- so) - A IT: I Plate - Material :. Result Case Name Location Plane Sigma x Sigma y - Tau xy - V - psf psf psf POOl 'Concrete (Pc = 3 ksi) ". D+Wz V D+\Nz . N003 V Bot 17195.7171",i5365.009, 6781.292 POOI'- -Concrete (PC =3ks1):t N003• 'Top 16931.127- :5184:824. 7326.194 POOl Concrete (Pc = 3 ksi) DEz.Ey 'V' N003 V Bot -14146.343 -4262.772 4337.347 P00I-c3 Concrete (Pc =3 ksi) ' 74' D+Ez-Ey N074 .Top 4684.887-,-13958.909 5142.765 P001 -c3 Concrete (Pc = 3 ksi) 74 . V - .' . D-Ez-Ey . N074 V, 4,. Bot .: - 4524.023,-,.13865.792 '. -5128.447 . T001 -c5. Concrete (Pc =3ks1) -D+EzEy V : -- LN231 -. V Top .-16i22.007 •r8100.012 1177.930 4 - --- S 1 Plate Local Force's (Extreme Rows Only) Plate MateriaL . Result Case Name' Locätion V , V ' MY Mxy Vx " 'ft-KJft. ft-K/ft ft-KIft K/ft K/ft P00I-c3 Concrete (Pc = 3.ksi) VV D+VVz . N055 0.019,,-:0.002 O 0.071 . -0.014 65 P001-c3 Concrete (PC= 3 ksi)' D+V/z N092 ' 0.017 .0.003 . 0.038 . 0.033 0.032 92 - V_V *V, V V 4V V - V V P001-c4 Concrete (PC = 3 ksi) D+!Nz '. N103 . -0.444 -0.342 0.116 0.516 :0.526 04 ' - - V •' •. V .:. V P001-c5 Concrete (PC =3ks1) . D+Ez-Ey 'k-. . N231 ,.,-0.658 -0.344 0.034 ,0.557 -0.043 32 V*V?V 4 •V• :• C •_V.* VV .4 12001-c6, Concrete (PC =3ksi) .D.EZEYV V V V N316 -0158 ,-0.193 .0.042 .0232 0.217 32 . -. V ., - V*V V V V 4 .*- . P00I-c6 Concrete (Pc =3 ksi) 'D+Ex-Ey V N326 V -0.327 -0.528. -0.12 0282 0435 43 V 'V - ,, - - . V . - -, -' 1 4 , .• - *j' P001-c6 Concrete (Pc = 3 ksi) V V D+Ez-Ey N327 - -0.540 -0.475 -0.16- 0.678 0.685 t.s_ 2 - P001.c6 Concrete(Pc3ksi) . -D+Ez-Ey N343V ,-0.396: ,-0.312 -0.07, '0.314.. 0.685 44 V4,V VSV V VC 4. I .Plate - Material - V - Result Case Name , V V Location - Bearing Press. psf 'V -Fool Concrete (Pc = 3 ksiY. - ..- D+Wz - -. .' NOOI - V 43.770 PO 120011 -c532 Concrete (Pc = 3 ksi) • D+Ez-Ey ' ' - N231. V - .253.479 'V Bearing- Pressures (Extreme RowsOnly) V I i Project APCI Carlsbad - Pad * SGE Consulting Structural Fnqineers, SGE CONSULTING STRUCTURAL ENGINEERS- .'' July 08, 2016 - PCI Carlsbad 516.062.374%4 Plate Local Stresses (ExtrërTé Ris Only) i', PkPX'L.1200 I - - I I I - S - - ., •. ,i'; Plate Ldcal Forces (Extreme Rows 6n1y) 4 4 I Plate Material ResultCase Name Location Plane Sigma x Sigma y Tau xy psf psf .. psf POOl :Concrete (Pc = 3 ksi) 1.2D+1.6Wz:' N003 Bot - 27447.123 8542.446 10955.631 POOl 'Concrete (Pc =3ksi) . 12D+1.6Wz ' '-, . N003 Top 27155.826 8337.928 11615.772 POOl Concrete (F'c = 3 ksi) 1.2D-1.6Wz . N003 Bot . -27050.977 -8293.032 41589.008 P031 Concrete (F'c=3ksl) .1.2D-1.6Wz , -: 'N033 .Top 1 -27551.960 -8591.184 --10978.945 POOI-c3 Concrete (Fe =3ks1) 74 - ii.: : 1.2D+1.4Ez-1.4Ey. . 4- N074 _.. - Top - . -., -6510.623 1 49490.286, 7247.471 P00I-0 Concrete (Pc = 3 ksi) 74A i 1.213-1.4Ez-1.4Ey,. N074 . Bot, , 6284.030 19359.715:. -7229.091 Plate -' Material ..Resutt Case Name Location ..- .L: Mx My Mxy Vx Vy - .- ft-K/ft ft ft-K/ft K/ft - K/ft P001-c3' Concrete (Fc=3ksl) :1.2D+1.6Wz •., N081 .0.059 -0.036 0.045 -0.022 --0.024 82 P001-0- Concrete (F'c =,3 ksi) 1.2D+1.6Wz . ..- N092 0.043 0.023,0.055 0.070 0.068 92 1 J 1200I-c4 Concrete (F'c 3 ksi) 1;2D+1.6Wz .,N103 .. -0.603 -0.463 .0.159 0.698 -0.113 04 - ._-5'_ . - - -.•-_: - P001c5 '.Concrete (Pc =3ksl) •- 1.213+1.6Wz-- - N215 -0.842 -0.436 -0.07 0.716 0.113 332 j•• POOI-c6 Concrete (Pc = 3 ksi) liD .4Ez-t4Ey,,. . N316,. • -0.201 -0.241 0.054 -0.293 0.274 32 POOI-c6 Concrete (Pc =3ksi) 1.2D4E4Ex-1.4Ey.. N326 ., •-0.407 -.0.661-0.15 0.351 0.544 _.Sj .'_ POOI-c6 Concrete(F'c=3ksi) 1.2D+41.4Ez-1.4Ey - 'N327 -0.591 .,:,'-0.675 -0.20 0.846 O.855 '; .. - -% - 4__ b4 POO1-c6 Concrete (F'c=3ks1)-- 1.2D+1.4Ez-1.4Ey N343 . -0.495'.-0.387 -0.09 -0.391.- 0.855 44 .. - -- . 6 .1 I I BeindPssurés (Extremè Rows Only) @ I Plate Material. - Result Case Name - Location . ' Bearing Press. psf POOl Concrete (Pc = 3 ksl) r 1.2D+1.6Wz NOW . -. 49.586 POOI-c532 Concrete (Pc 3ks1) . 1.2D+1.4Ez-1.4Ey • . N231 .- ' ' v..- 310.865 - - I VisueiAnatysis 1200 0015 (wwwsasweb corn) . . 4 - I_I I -t I Bearing Pressures (Extreme Rows Only) Plate'.-, .- * Material -Result Case Name' Location .- Mx My Mxy v-- Vx "Vy ft..K/ft ft.KJft. ft-K/ft. K/ft • K/ft P001-c409, Concrete (F'c = 3 ksl)'. - . . N108 --0.024- 4.054 -0-126 -0.038 0.037 P001-014 Concrete (PcF 3 ksi) .. - D-fVVz - -' *N098 - --10.125 -0.143 0.060 0.129 0.044 P001-c419 Concrete (Pc = 3 ksl) . D+Nz . - . N118 .: -1.488 -1.185 0.386 1.204 -1.145 POOI-c515 Concrete (Pc = 3ks1) D+Wz ------------------------- ---------------------------------. N198 -1.223 --1.304' -000 0430 4.783 P00I'-c530 Concrete (Pc 3 ksl). D+Wz- - . - - - '-N214 -1.678 -2.004 0.024 -1.862 0.340 P00I-631 Concrete (F'c= 3 ksi) - DtWx N230. t . - • - -1.386-,.,-2.192 0.100. 1.263,---0.139 P00I-c547 Concrete (F'c=3ks1) --- :.. D+Ez-Ey - --. -- - .. . N246- L - - - - -- . . -1.255 -'-1.419. --0.08-,0.442t810 . - -' •--. 2 . - -.' PO01-6620 Concrete (Pc = 3 ksl) - - D-Ez-Ey. - -. N304 - - -2.006 -1.081 0.109 -1.292 1.248 P001-c2I Concrete-(F'c = 3 ksi) - D-Ez-Ey.. .. - . ..: . -N305 -1.503 '-0.848 -0.06 .1.679 -0.322 P00I-c627 Concrete (Pc=3 ksi) . .- - D+Ez-Ey , . - - -N3I0 - -1.751 -1.568' -055 .3 1.412 1.385 - ... .... ,..,-. -.-, c.. Project APCI Carlsbad - Pad. SGE Consultina Structural Enoineers. S(E CONSULTING STRUCTURAL ENGINEERS ... -' July 08, 2016 I _sVPCl Carlsbad 516.062. 374 - Plate Local Stresses (Extreme Rows hly) if PA-C '(MO) - - .- - I: i:. Plate Material . - -Result Case-Name1 Location Plane:L Sigma x :Sigma y Tau xy - : - - - --•. .. psf :.. psf psf P00I-c419. -Concrete (Pc =3ks1) . -D+Wz . . , N118'- 'Too -9184.268. -7462.431 2964.381 13001631 Concrete (Pc =3 ksi) .:' D+EzEy . .- N230 . Top -- . - -10343.541 -13860.768 .1278.893 P001-c531- Concrete (Pc =3ksi) DOW .' . ,N231 ' Bot -- .5685.916-12924625-'-401.447 P001-c620 Concrete (Pc = 3 ksi) '- D-Ez-Ey c. N304 Top -12448.985 - -6771.107 1237.870 P00I-c621 Concrete (Pc = 3 ksi) -. . D-Ez-Ey ' .. N304 Bot _. 12294.048 5823526 1057.851 P001.627 -Côncrete(F'c=3 ksi) - -, D+Ez-Ey N310 .' Top - -10881.210.. -9738.746 -3973.052 . Plate Local Forces (Extreme Rows Only) -. -. Plate - -- Material - . ' - .: - Result Case Name - Location..) -' . Bearing' Press. I . - - . - . -. - - . - . •. . . - . .- - - ..- . - •-. - psf - P00I-c409 - --Concrete (Pc =3ks1) •.., •D+Wz - - N092- '. '. -.---91.352 - - - P00I-c531 Concrete (Fc'= 3 ksl) . -. - - D+Ez-Ey •''.. - - .. . -N231.. • - . .' - -253.479 I -I . - -- ,' I Plate Local Forces (Extreme Rows Only) >' Plate .Material_' . Result Case Name . Location - Plane Sigma Sigma Tauxy psf psf psf P001.c414 Concrete (F'c= 3ksi) 1.2D-1.ISM - N114 - .' Bot 17478.653 6848.157 .265.077 P00I-014 Concrete (Pc = 3 ksi) . '-1.2D-1.6Wz N114 '- Top -19719.80$ -7887.575 -1614.108 P00I-c531 .Concrete(Fc=3ksi) . 1.2D+1.6.'-- - N231 Bot - 7050.927 16576.617 -613.325 P001.c531' Concrete (F'c= 3 ksl) - - 1.2D+1.6Wz N214 Top -13299674 -17445.848 .1945. 991 P00I-c546 Concrete (F'c.= 3 ki). 12D+i.6Wz . N245 •- . Bot 7605.689 8275.821 4114.478 P001-c627 -'Concrete (Pc = 3 ksl) 1.2D4-1.4Ez-1.4Ey - N310 Top -13588.627- .12109.386 -4987.217 fl - kt $ -, Project APCI Carlsbad - Pad • SGE Consulting Structural Engineers,-SGE CONSULTING STRUCTURAL ENGINEERS- July 08, 2016 Carlsbad 516.062.374\ Plate Local Stresses (Extreme Ro*s Only) 12-2 PAI.(Lt2,FQ). e - Plate - Material -'- : . 'Result Case Name ' . Location . Mx My Mxy- Vx - V - ' ft4Qft ftQft ft4(/ft ___ I ft P001-c414 •Concete(F'c3ksl) . i.2D+1.6 :- • N114 - 0.604 --0.010 0.119 0.442 0.29 P001-c414 Concete(F'ó.3ks1).. 12D-1.6&' :- Art N114 .-3.100-1.228 . -0.11 -1655- 2 " -1643 P001-c430 Concrete (Pc 3 ksl '- 1.2D+1.6Wz . ' '. N114 .t . 0.557-3 0.003 0.048 0.439 .0.415 P001 -c431 Concrete (PC = 3 ksi) - - 1.2D-1.6Wz 'Ni 15 '.-.- -2.183 '-0.914 0.167 2.637. 0.152 P001-c515 Concrete (Fc= 3 ksl) - _ ' - . 1.21D+,1 6V& - •' N198 .5 5 -1.622 - . ., '-11.717 -0.Q>----0.592 9 -2.390 P00I-c526 Concrete (Pc = 3 ksi) . 1.2D-1.6Wz - N210 1 - -. -2.629 - -2.300 0236 -1.683 2.626 P001-c527 Concrete (F'c= 3 ks) - 1.213-1.6Vft • N227 . --1.753 -1.535 0.541 0.818 0.779 P001-c530. Concrete (F'c=3ks1) .5, -. ;._' -5 -, - S . 1.2D+1.6Wz ' • 5 I N214 .. -2.191 - - -2.579 -0.00 - - . 8 -2.535 0.752 P001-c531- -Concrete We = 3 kel) Mc 1.2D+1.6 - .N230 -- -1.717 ,,-2.804 0.116 1.553 -0.022 P001- 627 Concrete(F'c = 3ks1) ,. •,. . - 12D+1.4Ez-1.4Ey 1 - -- . .N310'--. - 4 • '- -, -2.i8 - - 4 -1.949 -0.69 4 1.760 .-- .1.725 I I eringPressures (Extreme Rows Only) . . • :: i, . Plate Material- - • -5. Result Case Name • Location. Bearing Press. - . •.- - - - -• . - - •- . - - psf P001-009 -. .Concrete (Pc = 3 ksl) - . . 1.2D+1.6Wz' - N092 - . i .j02579 P001-c530 -Concrete (Pc = 3 ksi) . 1.4D " N230 .. 311.992 4 .: - ••- 5-. - . riii. i_i i__ .. -- •. .. Sheet _________ S. Gordin Structural Design& • . -LJ.JJ_.L - -. I Engineering Services (SGE)- -" a . ..I -. . ,APCICad vi sbad6tnpad-RM6.3.xls Irvine CA . . ' . Section -. Tel (949) 552-5244 d • 718/2016 REIN ', .... . -. V 1:- -'- I'IBTTM 'I . 4 REINF •'--•' -, . . •--'• . - . . . . . . PLAIN CONCRETE, CONSERV-' ( a • - REBAR DIRECTION ' " X V REBAR LOCATION (T TOP B=BTTM) i B I I - • . . . BETA1=' CONCRETE SECTION WIDTH IN ' . 0.85 12.00 ., 0.85 12.0 0.85 0.85 . 12.00 - p 12.00 I CONCRETE SECTION DEPTH la IN. d . .. 6.00 6.00 6.00 , . " .'. CONCRETE STRENG " TH. PSI c. 3,000 3,000 3,000 ' 3,000 , I REINFORCEMENT PSI ( FLEXURE 60,000 60.000 60,000 60000 a STRENGTH REDUCTION FACTOR ' 0.9 0.9 , 0.9 0.9 LOAD FACTOR= MOMENT. UNFACTORED-'FrKM' ; MOMENT FACTORED FT.K M. 0.67 0.02 '0.0 0.84 -0.06 0.8 ,0.1 fl , .r.• •. ' CLEAR TO BARS (INCLUDE PERP.DIA) IN a' 3.75 , ,2.75 3.75 '2.75 '- ". •., OK OK- OK OK 3.9375 .2.9375 3.9375 2.9375 I '. 'TO BAR . i . a SLAB YIN . . . V -. V V V' rebarlayirsnR= . ' I I -. I ' - I • . . 88 =(b'd)'0.85fc11y= . , . 1.1 ,16 1.1 1.6 -. NOTES - • • 'c=(Mu'12000)'1.7fcbI(FIfy2)= .- • 0.2 0.0 0.2 '0.0 • FOR ENTIRE b": As = aa- sqrt(aaA2.cc) = IN2lb Ml N/A N/A'.. NIA N/A . 1) Rebar direction X perpendicular • PER LINEAR FOOT IN2IFT As2 007 000 0 10 000 to thickness change line (VA Global Z REINF. REQD BY DESIGN: IP12IFT As 0.07 ," 0.00 0.10 ' 0.00 I :r.Au'" 0.0018"b'd/n 1N2/B ' 0.13 0.13 0.13 0.13 ' 2) Reber Direction Y= parallel to.. lhicknesschàngeline(VAGlobalX= I a ' . . BEAM Y/N- " V '' . .' '' V - . Local )); 2 . 40.12 0.08 0.12 •, '3) VA sign convention (about local A=1333A= IN2 010 000 013 001 axes).- A=MIN(A.-Aj'')=IN2 .;. •,..,0.08- 0.00 0.0840.01 VY PER FT YIN V Y V V i AMT OEOFREBARSN= -. 1.00 1.00 1.00 1.00 i." - v REBAR '- -- . . 4 3 3 '- - 3 I I 'IN' REBARSPACINGS= . @ 1200 1200 1200 1200 'm -a. REBRS PER FTC , 1.00 1.00 1.00 1.00 -.. .. 'a. @,IN IN ' 'S 12 12 12 . - I M,Xy IN''- 0.11 0.13 0.11 - ..O13 o.ii-io.ii 0.13 0.13 yy (SUPPLYIDEMAND.1), MAX ' '' .15% -15% 15% - 15% • . ' - . . (SUPPLWDEMAND-1), STRENGTH , 12% 4861% -13% 18320A* -. ,,: - • U/R OK UIR OK SHR.RF MIN. RF UIR OK UIR OK c- MIN. RF;MIN.'RF • - .-RUPTUREOFUNREINF.CONC.@.'b" Sc IN3 72 L72 72 72 • -' Mr'060*Sc*Fc,FT.K ' 1.6 1.5 1.5 1.5 -. .' • <Mu' <Mu.-'<Mu . <Mu J UIR-OW: UIR OK UIR OK UIR OX f-- - 4 . r 4., - . •.,, - SHEAR a • - . . . .. . - .. .. • . .a., .. BEAM -- . •-.- 4, - ' . -. PUNCHING - .. STRENGTH REDUCTION FACTOR ' ' + .0.75 075 0.75 0.75 ' FACTOR . + J- 9.6. -: IN d 208 306 208 308 ddMIN IN d, 2.06, SHEAR, "Vn . 0.85 "0.85 0.86 0.86 SHEAR, FACTORED'. -'K V, N/A 2.0 - --3.0 ' .2.0 3.0-. '.BASEPLATESIDE IN LP,, 18 -I - - KIFT #Vc 1 4(?c)'° 4(LP+d) d= K VC 21.8 4 UTILIZATION "140% 257% 138%' 253% UTILIZATION - ' a - • - - - - '- ' . OK -' -'OK ' OK OK I 20 - CONCRETE DATA . 3,000, 'Fr ' 7.5*(fc) = . 411 . psi . - a Ea57.000*(fac)2 = 3,122 -' KSI Reference ACI318.11- 9.3.5(FI0.6) - 9.5.2.3 (Fr) -:- I I ] Sheet _____ S.GordtnSfructuraIDesIgn& -. . . j .-F .' . ' EngineenngServices(SGE) '.' . . . PCI Carlsbad -12inpad.RM6.3.xIsm' - .' Irvine CA . , . _______ _t- . Section 1 Tel. (949) 552-5244 ' . -i -' .718/2016 . - CONCRETE DATA - fc= 3,000. psi - . Fr = 7.5'(f'c)112 = 411 V psi 'I E=57.000'(Fc)1 = 3,122 KSI Reference ACI 318-11 1, - - 9.3.5 (F10.6) , 9.5.2.3 (Fr) PLAIN CONCRETE, CONSERV REBAR DIRECTION . X .REBAR LOCATION (T-TOP.B=BTrM) , I .1: B . I T .. . r BETA1 0.85 0.85 0.85 0.85 44 , -- CONCRETE,SECTION WIDTH IN b 12.00 12.00 12.00. 12.00 " . ' . CONCRETE SECTION DEPTH IN d 12.00 1200 1200 1200 CONCRETE STRENGTH PSI f 3000 3000 3,000 3000 1. REINFORCEMENT PSI • 1, 60,000 60.000 60,000 60,000 FLEXURE STRENGTH REDUCTION FACTOR 0.9 . 0.9 0.9 * LOAD FACTOR IE)S4 MOMENT, UNFACTORED FT..K' Mb 2.80, 0.00 3.10". o.so .. MOMENT FACTORED FT-K M '' 2.8t' 0.0 3.1 0,6-, CLEAR TO BARS (INCIUDEPERP.DIA) IN 4.5 35 4.5 35 , 4 OK-OK,OK OK . . - TO BAR CL IN a 4.6875 3.6875 4.6875 3.6875 SLAB YIN V . V V Y ' . . . rebar layers nR , 2 2 '2 . .. 2. aa = (b*d)*0.85fcfly = 3.7 '4.2 3.7 4.2; . .• NOTES . cc (Mu12000r1.7fcb/(FIfy"2) = 0.6 0.0 p0.7 0.i.: . FOR ENTIRE 'b As = aa qrt(aa"2-cc) = IN21b Ml N/A N/A N/A N/A 1) Reber direction X = perpendicular .PER LINEAR FOOT IN2iFi As2 . 0.09 0.00 0.10 '0.02 ' tothlckness change line(VA Global Z =Local X); . . REINF.REQ'DBYDESIGN: IN21FT AS 0.09- 000 0.10, 0.02 2) Reber Direction VparalleJto ..........A8"= 0.0018bd/n '1N21B 0.13 0.13 0.13 0.13 ' . thickness change line (VA Global BEAM YIN . y y. . ' V '-" ' .ocai Y)• "'= (200/tb(d-a) IN2 0.29 0.33 - 0.29 0.33 " . . 3) VA sign convention (about local 1.333A IN2 0.11 0.00.. 0.13 0.02'.' axes): '. AMIN(A,A") IN . 0.11 O.0O'.. 0.13, - 0.O2..-, ', '. ' PER FTYIN Y Y .Y - -- •'' . , , .I..'_ 1' AMT OF OF REBARS N= .. 100 1.00 1.00 1.00- ., ',Vit . '. ' REBAR 8 3 3 3 3 ( REBAR SPACING S= . IN ' 12.00 12.00 -12.00 12.00' . . k_..1.4 mx ) 1I .• , REBARS PER FT ,- 11.00 1.00 -.1.00' '1.00 @.IN .IN S 12 12 12 '12 . i A tj -' 0.11 0.11 -0.11 0.i1,- . V,I A, t. °. 0.13,.. 0.13' .0.13 0.13':. (SUPPLYIDEMAND-1), MAX . . % .16% -15% ,,-15% .15% •,. . . • " (SUPPLVIDEMAND.1). STRENGTH . . .4%' .. 430A 4120/6 .. ' . . ,U/ROK U!ROK ,UiROK!wR:oK.&._ • . SHRRF MIN. RF MIN. RF MIN. RF ' •. ,,, . . RUPTURE OF UNREINF CONC. @"b" Sc = IN3 288 288 288 288 Mr0.60'ScFcfl4( • 5.9...•,5.9 '., ., p., <Mu,'<Mu. C. mu (Mu 'UIR OK, UIROK U/ROKU1ROK ....' . . . . SHEAR' . 4 . BEAM -. . ' - ,'- - -' -. PUNCHING STRENGTH REDUCTION FACTOR + 075 075 075 075 FACTOR - • 06 IN d 7.31,8.31,'-7.31 .8.31' d=dMIN IN . 7.31.,- 10') SHEAR, FACTORED'. KIFT Vn 2.64 12.64: - 253 .2.53 SHEAR, FACTORED,,' K - Vn' 6.2 =",K/FT #Vc 7.2 - - 8.2 7.2 . '. 8.2 - BASEPLATE SIDE IN LP • 4 44(fc)112 4(LP+d)d" . K '#Vc' 43.5 . - 'UTILIZATION :, ' . - 173% 211% 185% .224% •. , 'UTILIZATION ,. - 4. OK OK OK i, OK OK 2_I 0*0 REGIONAL, 0. HAZPFDOUS$:TERIALS QUESTIONNAIRE __________________ 2uz1nocs Nam.,Businece Ccrda Te1pharia 0 Air PrOducts and ChfltcaIs. Inc. Randy 3kcw -• i780)929-6213 .ProeAddness - City - State Code 1989 Palomar Oaks Way Carbad CA.. 92011 Willing Address .same .. City Sa pCcde - Pken Res Projeci Contact! . .. -. Appilcint -w--mall - etephone# - Doug Tainuthi 7AN1GL.UJa1rproduats.c3m - (78o)663.22-14 - - - TI19 muowing quiec.1 rooeeininavaauiy•auaiuee, NUT UtS 8CIlC project tipan. - Occupancy Ra qJ mrs Footage ndigpropaaad pro)) 7 7 P I EaaUnanb & OqanPec 1 9 Rudifi 13 Can tveW l IQ t Compmsactaasá' -. ft Oddtzara -• .10.. C eniV - 4. OerHedthHreue 3. flünmmbWCanbustlble UqV 7. Pplro1. . 11. 1tph1y Tudcr T Matai1aha15. Noeeclmeca. V 4 FlanunablaSallda 8. LinateReaIves 12.. paftecava lWlw anuff, to any II Call (858) 5054' pilot to the kwence d a taJ1dIg permit - - .. --1. - - -. -• FEES ARE REQUIRED, FeCóflanDe - . Eap Datedo"wpow. 1301110WE3es" y' NO. .- •. - I LW I] 1pYoUibtMbUw b1od ow the rewerw aitte of INc foan ch3dI ifi tmt apply). LI !flfl your bua1na dNpase ci HI&dru9 Subatancee Medkai We In aIWbu1? -- - D !IW your btàtn€mc dote orhan. Haoue Subeteicus h qaatarthenor to SS gahuns, 600. 0 CaMRP Raq1erd. - - modsandlor 03 oubft 4.. ' •' WE your buskc etmar trench ganWmproda tons In iy quanV? Dc - lnIIs 5. 0 'WIU your buakiroa use an ti n4 or install an gmwt dage taik? , la B 0 - Ylfl your busirees cthra or hard) cgutatad Substen (a).tR8)? - 0 CaARP Caruptete .7. 0 . . c 8. 0: ': Win your buslz atore pevataurn Ii tBilw or cMüam your fily olthj a tcat cUy dorage capacity et to D . - In1Is - or greater than 13 golorel(Cathmias Aflciaweud ofeus PART Ifi; A1I EGQ COUNTU MR P •.LflQil Arm. ES'mmuEr riqebes a clomp from APCD 24 O.-Grrm Road. 3m .to ,AI1 589.2860); N. enp mqimd It tee 3 "as Q4-QE No):The qiiecllrere are IntEsed. dweflIn unite; bwnhomre; mberC-ccrunerd uas dalibarafe xne rodder term rig pail ofe larger prcjed. I''Lc as & am outbufldhgo.J YES! - - . • . • j Wit any toed pcorvnjotnchEil iesnbara be mm? NlcaiIon maybe ruid IC worldng days prbrt oumnigm.Otion. C[. (ANSWER OM.Y IF OI.EBUON I u 2 m YES) Has an aclutatee muway been rftenad by a Certified Aabcttoc Coti.zltant or ESe Sunmflancc Te&ntclan?. - . * - .. - 41 - - -, - -. 4.0 Oi {ANSWER O1' IF. QISEON 36 YES) Baced onlhe a'xy mstde wil the pruc! deturb any ccnt mdøtel Notiflcdl.r f may bamclagdeyopdorbc mmaadn tanreral. - 6. 0 • 'U "Will the proledcr auodOtad camtschn aqidpmmd ev pt caommiewfla? Sec the rovvse aide of this fun as APCD feclaheel - = - - *. dirclhothermrrt.odfl for typical evj.dWrerfi m6tfrig an PPC EIWL - . - 0 El (ANSWER ONLY IF QUESTIO7I 5 YES) Will (ha pro5a a earoctetad wievjctten equipment be tocatel i.itNn 1.1)(10 feel a adicol - _boundary.- . - . - Briefly daccilbe tasatnass activftas: . - - - - Stiefli dasalibe proecd project Chental procesAcr . - F -'InstallIgi1darii tank. I declare urdwpw*cfpeduLrMaItoVw best if ffi.y IawIedge uIb II *Jspo,qgfmacirq tsuejnd coma.• RonrI Skew . ..- --. - .. . - -'\7r . 08./21 /2216 lhana of Oww or AuthorIzed Aait 6wreba1f2wiJ6i AulfftGk Agent - te - FIRE DEPARTMENT OCCUPCY CLSI!IC,TlCN: - - F Olt OFrL UW/UIILT: - :- - - - • - BY:-- - - . - - - DAN' - --WMWI caan F1JRTHacOdA11OIl MMUM ..-- aag euEr .ur NO RM CMIAM 1fBjM=poftQcwMw . cou,y4iMc* - PCD kPCO COUMTY4D APCD - - REVI.EWEC - -..-- -• .. . -- . - - - 7JSIGN.T1JE ç - - . 7.i2C! •'L)= A 1.. - '\ '.DATE' )4 Pill -- ---.- - --.--- - •j •• - W?o'Z f' - - - HM-9171 (01) - - . of San Dlegc - DElI . lazardaua Mdeilels OMalori - . • .. ,. - .- - I iwustmAL WASTEWATER DISCHARGE PERMIT SCREENING .SURVEY DateOSf2l/2016 1 Btsln3as Name Air Products imilChemIcals,Tlnc. Steel Addrasá 1969 Palomar Cake Way, Carlibad. CA 920111 EmalAddroaa skowrpio;ucta.coin 0 -I - -. - - PLEASE CHECK HERE IF VOUS 3U34ESS IS EXEMPT.- (CN.REVERSE EJ CHEC1YPE OP BUSII4ESS) Check all below that am- pimem at your fadliV., - Add Cleaning1 Ink Manufactung NrIbnal SUppleiiarrt/ Aesembly, Laboratoly V '/riLi ManufacWaS. .AtornothRepaIr .Machlrdng/Mlllng V .Pnth/FInhihlng. Battery Manufacturing Manufacturlrig Palflt 1,1anufactui1ri Bicluel Manufacturing - Membrane Mawfactudng Peonal Cars Product Blotecb Laboratory -0.e. water filter membranes) %Aanufachirhig Bi.Jk Chemical Storage if Metal Casting! Forming Pestickle Manufactriag I der Wish Metal;FabñcaIon, ?acIlng ctiencalManufacbidng 'I Metal Finishing PhariiceuUal MarvacturIng Ikdng precursors) Chemical Purification Electroplating Dry Qaaring Electroleas plating PTChin EnametI 8ectilcil Component Modlzlng NbnuftwWng Ferthker Manufactuiin Coating (La. phoaphstin Chemical 9thhig F Mlkng Print Shop bSth and DebmEntf .' Am (X-ray Processing Printed Circuit Board bber ManLfact1ng Food ?roe sing ManLI1aCtuing mbrnductcr Mn.itectudng G.ssE Mufactuflng H Metal Powders Forming Soap Oetargnt MamifaclurlAg Induniat Laundry JVas TreathentStorag SIC Cod3(s) (If known Brief derIptIon of business LIvWOS Producfion/ManLacturing 0era10ns): Chemical procese34stfUon/pacakariJraIR&D -- Deacnipton of operas garuUng wasteter (disciarged to esw, hauled ,off eve patiti1) Ninng flflflfldfltM %Ah p1J aett ; "°' n lqW fir 1 Estimated vol Ime of fridü&trlal wastewater to be discharged (gal / ): _1.300 - - List rrnzerdous wastes geaerated (type / volume) Lame pLantllv aathr otliazarrlous waste mosW flammable Izuds. sone colToslvethiatar react,e toa Data opratlon begarr vAl xqIn at this location: _19 - - Ilave yiJ.i applied 'f a Wewathr OIchage Per flulUroii 11hei Encina WastewaterAuthorfty?. Y'f No Ii yes, when: 1987 - - -. Site Co.tact(3It4y SIZ* Tile En4 lrormentaI SpecIaIlt SIgsatue Phore No g6C92-6213 - ENCINAWAST A AJ1l'HCI1Y, 6200 Avenida Encln7as Ca- rsd, CA 32011 (760)4F.3941 - - FAX: :760) 476.9es2 -- Finalinspethon required by. ire u 1 SW UISSUED I DCV. Approved Date By - _BUILDING ______ (7 -4• PLANNING ENGINEERING i-i - it V/I FIRE Expedite? Y N. DIGflAL FILES Required? Y N- I HazMat - q— •- p ____________ APCD • Health - Forms/Fees Sent Recd - Due? By Encina - -V N' Fire - V N HazHeaJthAPCD .--- V N - :pE&M Y N - School, -. V N Sewer Y" N Stormwater ' - V N. Special Inspection - V N CFD:Y N ______ LandUse: - Ddnsity. '-• ImpArea: FY: • Annex Factor: PFF: Y N Comments Date - Date • ' - Date Date Building Planning - - - Engineering - - - " • - Fire 8 /zA Lo Need? -' j 0 ne - : Done * - - - - ODone - - - • 0Dore