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HomeMy WebLinkAbout2251 FARADAY AVE; ; CB110134; Permit,.-' City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-06-2011 Commercial/Industrial Permit Permit No: CB110134 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: 2251 FARADAY AV CBAD Tl Sub Type: INDUST Lot #: 0 Status: 2120610400 $4,300.00 Construction Type: NEW Applied: Reference #: Entered By: IBIS BIOSCIENCES-REMOVE 66 SF Plan Approved: EXISITING PAVING AND INSTLL NEW FOUNDATION FOR ONE Issued: Inspect Area: Plan Check#: Owner: ISSUED 01/19/2011 LSM 04/06/2011 04/06/2011 ROBERT GRIFFIN CARLSBAD RESEARCH CENTER L L C 1828 RAILROAD ST CORONA 92880 9512800269 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD#3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedited Plan Review $72.31 $0.00 $47.00 $0.00 $0.00 $1.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1.00 $0.00 515 S FIGUEROA FL #16 LOS ANGELES CA 90071 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee ( 4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee TOTAL PERMIT FEES Total Fees: $136.31 Total Payments To Date: $136.31 Balance Due: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $15.00 $0.00 $0.00 $0.00 $0.00 ?? $136.31 $0.00 Inspector: FINAL A'/4ROVAL Date· 9~1!1 • I 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 '1ees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that you; right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. J 04-06-2011 Job Address: Permit Type: Parcel No: Reference #: CB#: Project Title: Applicant: ROBERT GRIFFIN 1828 RAILROAD ST CORONA 92880 9512800269 Emergency Contact: ROBERT GRIFFIN 714-713-3960 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit Permit No:SW110014 2251 FARADAY AV CBAD SWPPP 2120610400 CB110134 Lot#: 0 IBIS BIOSCIENCES-REMOVE 66 SF OF EXISTING PAVING AND INSTALL NEW FOUNDATION Priority: M Owner: Status: Applied: Entered By: Issued: Inspect Area: Tier: ISSUED 01/19/2011 LSM 04/06/2011 1 CARLSBAD RESEARCH CENTER L L C 515 S FIGUEROA FL #16 LOS ANGELES CA 90071 SWPPP Plan Check SWPPP Inspections Additional Fees $49.00 $208.00 $0.00 TOTAL PERMIT FEES $257.00 Total Fees: $257.00 Total Payments To Date: $257.00 Balance Due: $0.00 PPROVAl OATE--2/--,/___LL_.CLEARANCE ___ _ SIGNATURE __ ~ , «~} ' Plan Check Noe£/ IV i 3 lf Building Permit Application II '11 :JoO. tPiJ ~ CITY 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value OF 760-602-2717 / 271812719 Plan Ck. Deposit CARLSBAD Fax 760-602-8558 ' www.carlsbadca.gov Date t/ l 'i I 1 \ lswPPP , , oo t'-f JOB ADDRESS SUITEII/SPACEII/UNITII rPN 2251 ·Faraday Ave. Carlsbad, CA 92008 --- CT/PROJECT# ILUT# rHASEII r OF UNITS 1 # BEDROOMS #BATHROOMS I TENANT BUSINESS NAME rONs:m, TYPE I occ. GROUP IBIS Biosciences Com. DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Break and remove 66 sq. ft. of existing paving and install new foundation for one 2000 Liter nitrogen tank ~dcohON 0 N ~ ~~'-'re, 4a-vv~ EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF) IDECKS(SF) FIREPLACE rlR CONDITIONING I FIRE SPRINKLERS YESO No[Z] YES0No[Z] YEsONo[Z] CONTACT NAME (If Different Fom Applicant) APPLICANT NAME Robert Griffin ADDRESS ADDRESS 1828 Railroad Stret CITY STATE ZIP CITY STATE ZIP Corona ca 92880 PHONE 'FAX PHONE rAX 951-~80-0269 951-280-0234 EMAIL EMAIL _rgriffin@a~constructors.com PROPERTY OWNER NAME IBIS Biosciences CONTRACTOR BUS. NAME AKConstructors Inc. ADDRESS ADDRESS 2251 Fara~ay Ave. Carlsbad, CA 92008 1828 Railroad Stret CITY STATE ZIP CITY STATE ZIP Carlsbad ca 92008 Corona ca 92880 PHONE 'FAX PHONE rAX ., 760-951-280-0269 951-280-0234 EMAIL EMAIL rgriffin@akconstructors.com ARCH/DESIGNER NAME & ADDRESS ISTA1EUC.# STA1ELIC.# 'CLASS B I CITY BUS, LIC.# David O. Roberts 837289 pulled with permit (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement ttiat 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 7031.5 by any appllcantfor a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500)). Workers' Compensation Declaration: I hereby affirm under penalty of perju,y one of the following declaraffons: D 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. [Z] I have and will maintain workers' compens~. as r:ied bv Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co 5-k,f<l,... h n::v· . Policy No. 1890337-2011 Expiration Date •o-1-2011 This section need not be completed if the permtt is for one hundred oollars ($100) or less. 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to 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 .s on 3706 of th bor code, Interest and attorney's fees. D D CONTRACTOR SIGNATURE QAGENT DATE/-/~-// I, as owner of the property or my employees with wages as · o e compensation, will oo the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contraclor's License Law ooes 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 i? sold within one year of C001pletion, 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 Contracto(s License Law ooes 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). tam exempt under Section ____ .Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. DY es []No 2. I (have I have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone/ contractors' license number): 4. I plan lo provide portions of the work, but I have hired the following person to coordnate, supervise and provide the major work (include name I acxlress /phone/ contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons lo provide the work indicated (include name / acxlress / phone/ type of work): JiS PROPERTY OWNER SIGNATURE 0AGENT DATE Is the awlicant or Mure building occupant required to submit a business.JJ!illl, acutely hazardous matertals registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Subslance Account Acri D Yes LJNo Is the ai:plicant or Mure building occupant required to obtain a permit frcm the air pollution control,g!§lnct or aiL9..uaitly management dist rt ct? [Jy es D No Is the facilrty lo be constructed within 1,000 feet of the outer boundal)' of a school site? LJYes LJNo 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 THEAIR POLLUTION CONTROL DISTRICT. I hereby affinm that there is a construction lending agency for the perfonmance of the work this penmit is issued (Sec. 3097 (i) Civil Code). lender's Name lender's Address I certlfy1hatl have read 1he application and state1hat1he above Information is conectand 1hat1he infonnalion on the plans Is accurate. I agree to comply with all Clly ordinances and state laws relating to building constnlctfon. I hereby authorize representative of the City of Cans bad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall exp re by limitation and become null and wid if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permtt is suspended or abandoned at any time alter the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code}. APPLICANT'S SIGNATURE DATE /-/9-;f Inspection List Permit#: CB110134 Type: Tl Date Inspection _!!_em 09/01/2011 19 Final Structural 08/29/2011 19 Final Structural 06/09/2011 11 Ftg/Foundation/ Piers 06/09/2011 12 Steel/Bond Beam 06/09/2011 19 Final Structural 04/12/2011 12 Steel/Bond Beam Friday, September 02, 2011 INDUST lnsp~_~t~r Act TP AP RI TP WC TP WC TP CO TP AP IBIS BIOSCIENCES-REMOVE 66 SF EXISITING PAVING AND INSTLL NEW FO Comments -- FINAL? NEED BREAK RESVETS TO VERIFY 4500 PSI COPY OF S.I. REPORT SLAB FLR TANK@EQUPT YARD Page 1 of 1 «~ ~ CITY OF CARLSBAD DATE: 1 /1 /41 __ ....,_.,., _,_I~--- PERMIT#: // tJ !J'f UNSCHEDULED BUILDING INSPECTION 8-44 Development se·rvices Building Division 1635 Faraday Avenue Carlsbad CA 92008 760-602-2700 INSPECTOR: V -,------ CONTACT: ------- PHONE#: -------- JOB ADDRESS: ---=2:;;;...;::2.,:;;_,5""--.,__/ ~6~A"-'-'ll=-<-A'-"'-/J-""'-'llvJ':-/-' . __.,/"-"-I/.~" ________ _ DESCRIPTION: ---------------------- CODE M Bldg Inspection Form DESCRIPTION COMMENTS Page 1 of 1 Rev. 06/09 't . Continuous Inspection & Materials Testing ~2Y!~[l'•••••~!!!!.!!!!! . (562)941-2990 · (714)526-8441 FAX (562)946-0026 FIELD DATA ON TEST SPECIMENS ---ASTM C31, C138, C143, C172, CONCRETE: X MORTAR: SHOTCRETE: ADDRESS: 2251 FARADAY AVE. JOB#: JOB NAME: . PERMIT#: ARCHITECT: ENGINEER: CONTRACTOR: SUB: LOCATION IN STRUCTURE: TRACT: PHASE: CONCRETE SUPPLIER.: PLANT: TYPE OF CEMENT: ADMIXTURE: C173, C231, C1064 --- CORES: GUNITE: DATE: 05/20/2011 ISSUED BY: LOT#: MIX#: TICKET#: SLUMP: 0 in. CONCRETE TEMP: WATER ADDED: 0 gal. · AIR TEMP: 0 °F TIME ·CAST: 00:00 MIXING TIME: DATE CAST: 04/13/2011 RECEIVED AT LAB: 04/14/2011 SPECIMENS MADE BY: KEN BALCOM SPECIFIED PSI @ 28 Days: 4500 LAB#: 13230 Client: AMERICAN INTERNATIONAL INSP. TESTING INFORMATION: SAMPLE IDENTIFICATION: 48629 48630 48631 AGE DAYS: 14 28 28· DATE TEST: 04/27/2011 05/11/2011 05/11/2011 SIZE (in.): Height X Diameter 8.ood X 4:009 8.000 X 4.003 8.000 ·x 4.006 AREA (in.2): 12.62 12.59 12.60 CRUSH LOAD (lbs.): 52056 62099 64341 COMPRESSIVE STRENGTH (psi.): 4120 4930 5110 HEIGHT-DIAMETER RA TIO: CORRECTION FACTOR: CORRECTED STRENGTH (psi.): BREAK TYPE: II 111 111 C.T.M. USED: Forney96 Forney96 Forney96 REMARKS: NO PAPERWORK ASTM C39, C174, C192, C470, C617, C42 COMPLIES: X DOES NOT COMPLY: FOR INFORMATION~ THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT THE APPROVAL OF SOUTHWEST INSPECTION AND TESTING, INC. SAMPLES CAST BY OTHERS: NOTICE:These test results are from samples cast by inspectors or technicians not employed by our firm. They were either delivered to our laboratory or picked up by our driver. We will accept no responsibility for the inspection made on the jobsite by the inspector, furthermore we do not take responsibility for any information on this report other than the strength as tested and reported. ASTM C39 BREAKS: l=CONE · ll=CONE AND SPLIT RESPECTFULLY SUBMITTED SOUTHWEST INSPECTION AND TESTING · IV=SHEAR · V=SIDE FRACTURES · Vl=POINTED J I DATE: 01/2·7/ll JURISDICTION: Carlsbad PLAN CHECK NO.: 11-0134 EsGil Corporation In <Partnersliip witli <Jovemment for (]3uifaing Safety SET: I PROJECT ADDRESS: 2251 Faraday Ave. ~NT ~- Cl PLAN REVIEWER Cl FILE PROJECT NAME: Foundation and Anchorage for New Nitrogen Tanks [g] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and res~bmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has ~een sent to: [;8J Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person ~ REMARKS: City staff to verify Fire Dept. approval for tank location. By: Chuck Mendenhall EsGil Corporation D GA D EJ D PC Enclosures: 1/21/11 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 /, J Carlsbad' 11-0i34 01/27/11 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Chuck Mendenhall BUILDING ADDRESS: 2251 Faraday Ave. PLAN CHECK NO.: 11-0134 DATE: 01/27 / 11 BUILDING OCCUPANCY: Fl TYPE OF CONSTRUCTION: NA I II I Reg. VALUE Mod. Tank Fdn 60 NA Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance. , ,.. , Plan Check Fee by Ordinance I ,.. I Type of Review: D Complete Review D Structural Only D Repetitive Fee ~ Repeats * Based on hourly rate Comments: D Other 0 Hourly EsGil Fee ($) $100.001 Sheet 1 of 1 macvalue.doc + r; PLANNING/ENGINEERING APPROVALS ,. PERMIT. NUMBER {)6 / / -/ 3 L/ DATE RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR < < $17,000.00) SOLAR PANELS PLANNER DATE PLAZA CAMINO REAL PREMIER OUTLETS VILLAGE FAIRE COMPLETE OFFICE BUILDING ------------ ENGINEER ________ {JI--~-~-DATE 1/ 1,--'\ ( j,r'-w"f . oocs/Mlsforms/Plannlng engineering Approvals PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 11-0134 DATE 1/21/11 ADDRESS 2251 Faraday Av RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALi. VILLAGE FAIRE OTHER -- POOL/SPA G~ANT~OVE~E~;~ COMPLETE OFFICE BUILDING PLANNER_~------· ---"'""'Q/g _____ U_m ___ DATE /-;}/-/ I ENGINEER. ________ _ DATE ______ _ 11:\ADMIN\COUNTER/PLANNING/ENGINEERING APPROVALS Carlsbad Fire Department Plan Review Requirements Category: TI , INDUST Date of Report: 04-06-2011 Name: Address: Permit#: CB110134 ROBERT GRIFFIN 1828 RAILROAD ST CORONA CA 92880 Job Name: IBIS BIOSCIENCES-REMOVE 66 SF Job Address: 2251 FARADAY AV CBAD Conditions: Cond: CON0004357 [MET] APPROVED: BLDG. DEPT C()PY Reviewed by: ~ THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. By: df Action: AP Carlsbad Fire Department BLDG. DEPT COPY Plan Review Requirements Category: TI , INDUST Date of Report: 03-01-2011 Reviewed by: -~--'s........,,;-' -,;;:;;__;::::c_ ___ _ Name: Address: Permit#: CBl 10134 Job Name: IBIS BIOSCIENCES-REMOVE 66 SF Job Address: 2251 FARADAY AV CBAD INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0004357 [NOT MET] *** Bubble all changes*** " 1. Provide scope for this project on plans. Specify if this plan review is for concrete pad OR it is to include tanks also. This cannot be approved for pads only as indicated by the application BUT show tanks in the plans. When the scope is clarified, the remainder of the plan review will. continue. Entry: 01/26/2011 By: cwong Action: CO Cond: CON0004422 [NOT MET] *** Address the above. In addition provide the following information and manufacturer's specification sheets for materials*** 1. Please indicate if this is Liquid Nitrogen or Gas. 2. Please submit plans that provides the required information out ot the 2010 California Fire Code Chapter 32 Cryogenic Fluids. 3. The following data is required for submittal under Cryogenic Fluids: Type and use of container, equipment or device. Ma(eriaf to be stored, used or transported. Description showing dimensions and materials used in construction. Design pressure, maximum operating pressure and test pressure. Seismic Zone four requirements Proper Signage / indentification of the stored product. Entry: 03/01/2011 By: dfieri Action: CO e;;~ ~ · ~ -DA v\o 0. ROBERTS, PE, INC. ~421 THIRD ST., #1021 LAGUNA BEACH, CA 92651 (949) 497-1229 PH. (949) 62121-1621 CELL (949) 497-121210 FAX dave@DORoberte.com JOB NO. 10077 DATE NOV 2010 DES'IGN . DOR .. CHECK SHEET V OF ,Z,o STRUCTURAL CALCULATIONS FOR 51-2 G,A,LLON TANK ANCHORAGE AND FOUNDATION AT IBIS LABS 2251 FARADAY AVE. CARLSBAD, CA 92008 -~ FOR AK CONSTRUCTORS, INC-. 1828 RAILROAD ST. CORONA, _ CA 92880 -(951) 280-02 69 ex:, _, <D Gate Post 1-..,_'··· , ', .:·,, 0, " ··., '·, ' ·.,, ,, · ... _ ... ··._':·-.:; '• .. '-,', ·<:;<~::: ~ :'' >.< .:~-->.:_:.,; ·:: ~ Cpncrete Note: Old Pad to be removed CMUWall :r .,.. 2'-3" 138in. I . '\ . ',,., l~ [Q] Praxair Distribution Inc. 2677 Signal Parkway Signal Hill, CA 90755 Drawn by: Rick Glasby SIZE I B.5x 11 Date: 03/15/10 SCALE C: ii5 co Open area to allow water drainage New pad Pipe Rack Post IBIS LABS Upgrade Nitrogen Supply System FSCMN0 I DWGN0 New Foundation Pad 1/2" = 1 '-0" I Rev Date: 10/19/10 lsHEET IR: 2OF9 3' . 20:0@ Liter · ',>Mlcr,q:)3~1k V:es;~[; , --. ,,'/ -, /, ' , ',-,, ,, Note: 2 vessel will provide 76,555 scfh of useable product Specifications 2000 Litter -512 Gallons. Nitrogen =47,847 SCF 3,454 lbs Tare Weight 3,860 lbs I t I Praxair Distribution Inc. 2677 Signal Parkway Signal Hill, CA 90755 ' Drawn by: Rick Glasby Date: 03/15/1 O SCALc r C: io ~ ,sf 1.5" Access Hole -5/8" Mounting Hole for ½'' Anchor Bolts ,l< 54.625'·'--------;r Vessel sets in Pallet Well l C: io N 1 t 48.625in. t Mounting Bolt Pattern J. 1't ~Il1 11 11-F~ Steel Pallet Stays attached to vessel Pallet Anchors to Foundation Pad IBIS LABS Upgrade Nitrogen Supply Syste_m FSCM NO DWGNO Vessel Spec REV 4 1/2" = 1'-0" · Rev Date: 10/19/10 I SHEET 3 OF9 " MSRMa,ps Search MSR Maps 'fft"f(e: \~ @; ,,,;,, Home I Advanced Find I Famous Places I Web Services I About I street Q TheNatiollalMap lh2s1 Faraday Ave, Carlsbad, CA 92008-7209 Page 1 of 1 ~ !3ing Maps , ... 2-25 __ 1 ___ F_A_RA_D_A_Y-AV_E_.__ 8 km SW of Vista, California, United States 5/22/2002 City Download ·I E-mail I Info I Print I Order Photo I Bing Maps [CARLSBAD·--·----~ State Longitude Latitude · .•• Size OUT 'f<. 0 -: _, ll'/illllil 111111111· -lllliJIII, 'llllllll!l: -! -· -· lllllllllll! J-117.2nss I b3.13so1 1 t:fi'>: t:::../ @ IN Image courtesy of the U.S. Geological Survey Source=359677 Running Time 46.88 ms © 2010 Microsoft Corporation. Server=TK2TERRAWEB21 tTerms of ruse I Privacy Statement Sponsored By Aerial Photo m yd$ .• . Mfl:11>:!Qlt Jmusas Research bing· 'f httu:/hnsrmaps.com/image.aspx?t=l&s=l 0&Lon=-117.27776300&Lat=33.13435500&Al... 11/15/2010 Ibis Labs, Carlsbad, CA Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude= 33.136 Longitude= -117.28411 Spectral Response.Accelerations Ss and Sl. Ss and Sl = Mapped Spectral Acceleration Values Site Class B -Fa= 1.0 ,Fv = 1.0 Data are based on a 0.009999999776482582 deg grid spacing Period Sa (sec) (g) 0.2 1.162 (Ssr Site Class B) 1.0 0.440 (Sl, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude= 33.136 Longitude= -117.28411 Spectral Response Accelerations SMs and SMl S1".,::J = Fa x Ss and SMl = Fv x Sl Site Class D -Fa= 1.035 ,Fv = 1.56 Sa (g) Period (sec) 0.2 1.0 1.203 (SMs, Site Class D) 0.686 (SMl, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions ~atitude = 33.13G Longitude= -117.28411 Design Spectral Response Accelerations SDs and SDl SDs = 2/3 x SMs and SDl = 2/3 x SMl Site Class D -Fa= 1.035 ,Fv =·1.56 Period (sec) Sa (g) 0.2 0.802 (SDs, Site Class D) 1.0 0.458 (SDl, Site Class D) ... DAVID 0. ROBERTS,·PE, INC 343 THIRD ST., #103 LAGUNA BEACH, GA 92651 (949) 497-1229 4.0 FT <I> x 9.0 FT HIGH TANK-512 GAL NITROGEN IBIS LABS EQUIVALENT LATERAL LOAD PROCEDURE, SEISMIC BASE SHEAR ASCE 7-05, 12.8 PER 2003 NEHRP SEISMIC DESIGN PROVISIONS, SITE CLASS "D" SHORT PER. 1 SEC MAPPED ACCEL PARA SITE COEFFICIENTS Fa:= 1.035 . MAX CONSIDERED EQ (MCE) SMs := Fa·.S8 DESIGN SPECTRAL ACCEL. PARAMETERS s1 := 0.440 PER 15.4.1 (1b), TABLE 15.4-2, ,SEISMIC COEFICIENTS FOR NONBLDG . STRUCT TYPE FLAT BOTTOM TANK WITH DETAILING REQMTS PER 15.7, AND DESIGNED PER 1&.4 SEISMIC COEFFICIENTS. R := 3 PERSECT.15.4.1.1,ANDT.11.5-1 I:= 1.0 HIGHEST LEVEL OF TANK hn := 9.0 T. 12.8-2, ALL OTHER STRUCT. SYS. n0 := 2 R Rr:= -I Cd:= 2.5 Ct:= 0.02 X := 0.75 SMl = 1 FUNDAMENTAL PERIOD, Ta > 0.06 FLEXIBLE NON-BLDG STRUCT. PERIOD CALCS PER 11.4.5(2) EQN. 12.8-2 Sos Css2:= - Rr SDl NOT MORE THAN c883 := -- EQN 12.8-3, FOR Ta<= TL Ta·Rr NOT MORE THAN EQN 12.8-4, FOR Ta> TL NOT LESS THAN EQN. 15.4-1 AT S1>0.6, NOT LESS THAN EQN. 15.4-2 EQN. 12.8-1 V:= Css2·W F:\0-Dave backup files\0-MATHCAD\0- 2007\lbis Tank\2007 BASE SHEAR & ANCHOR FOR FLAT BOTTOM TANK.xmcd ·~ /cs82 = 0.267 j GOVERNS c841 := 0.030 cs42 =. O Jv = 0.261 w 1 11/15/2010 t>AVID O. -ROJ3ERTS, PE, iNC 343 THIRD ST., #103 LAGUNA BEACH, CA 92651 (949) 497-1229 DESIGN ANCHORAGE AND CONCRETE PAD TANK DIA. /D:= 4.0·ij TANK HEIGHT /H:= 9.0·@ TOTAL TANK WT. /WTL := 3860·lb1 TANK CONTENTS WT:= 3454-lbf TANK DEAD LOAD WDL := WTL -WT WDL = 406 lbf BOLT DISTANCE d1 := 34.38-in DESIGN SEISMIC LOADS BASE :'HEAR Vs:= 0.267-WTL /Vs= 103_1 lbf I DESIGN SEISMIC MOMENT Ms:= Vs·H-0.5 /Ms= 4638ft·lb~ w H t __y__ SLAB d1 d1 WIND LOAD ASCE 7-05, 6.5.15 DESIGN WIND LOADS ON OTHER STRUCTURES VELOCITY PRESS AT CENTROID BASIC WIND SPEED PER FIG. 6-1 IMPORTANCE FACTOR VEL. PRES. EXP. FACTOR PER TABLE 6-3, EXP. C, 9' z := H-0.5 WIND DIRECTIONALITY FACTOR PER TABLE 6-4, ROUND TANK VELOCITY PRESS PER 6.5.10, EQN 6-15 GUST FACTOR PER 6.5.8 AND COMMENTARY RIGID DEFINITION, P.282 -H/D < 4 THEN G=0.85 FORCE COEFF PER FIG 6-21, ROUND TANK W/ INTERPOLATION 2.(psf0.5J = 1 0.5 ft qz H -=2 D DESIGN WIND LOAD USE MIN= 30xCf Pw := max( q2·G·Cf,30·Crpsf) DESIGN WIND MOMENT <= 2.5, H/D=2.25 lz = 4.5 ft 1 IV:= 8~ II= 1.00 j /Kz := o.sq JKd:= 0.9q IG:= 0.8~ JPw = 21.6 ps~ JMw = 3499lbf·1 SEISMIC OVERTURNING GOVERNS F:\0-Dave backup files\O-MATHCAD\0- 2007\0-TANK\2007 BASE SHEAR & ANCHOR FOR FLAT BOTTOM TANK.xmcd 2 11/14/2010 DAVID 0. ROBERT$, PE, .INC 343 THIRD ST., #103 LAGUNA BEACH, CA 92651 (949) 497-1229 DESIGN ANCHORAGE & SOIL BEARING. ASD NUMBER OF CONNECTIONS N := 4 BASIC LOAD COMB., ASCE 7-05, 12.4.2.3, ASD Sds=0.802, p=1.0, Qe=V COMB #1 1.0D I Ms = 4638 ft• lb~ jv s = 103 I lbf I COMB #5 (1.0+ 0.14Sds)D + 0.7pQe = 1.11D + 0.7V COMB #8 (0.6 -0.14Sds)D + 0. 7 pQe = 0.49D + 0. 7V TL ONLY AT EACH OF (4) BOLTS COMB #1 · 4 BOLT COMP WTL p ·---TL·.-N TL+ SEISMIC AT {1} BOLT ON DIAGONAL {LOAD PER BOLT) COMB#5 (MsJ (WTL J T5 := 0.7 di -1.1\N (Ms) (WTL J C5 := 0. 7 di ~ I. ll N C5z:= l.0PTL V5:-01{;J COMB#8 (Ms) (WTL J Tg := 0.7 di -0.49 N -~ (Ms) (WTL J Cg:= 0.7 di + 0.49 N Cgz := PTL v 8 := v 5 F:\0-Dave backup files\0-MATHCAD\0- 2007\0-TANK\2007 BASE SHEAR & ANCHOR FOR FLAT BOTTOM TANK.xmcd jT5 = 62lb~ /c5 = 22041b~ f c 52 = 965 lb~ jv5 = 1so Ibf j jT8 = 660 lb~ res= 16061g~ jc82 = 965 lb~ jv8 = 1so Ibf j 3 jwTL = 3860 Ibf I PTL = 965 lbf #5 !:C! T TcNSION #5 BOLT COMPRESSION #5 BOLT AT NEUTRAL AXIS #5 BOLT SHEAR #8 BOLT TENSION USE AT ANCHOR #8 BOLT COMPRESSION #8 BOLT AT NEUTRAL AXIS #8 BOLT SHEAR USE AT ANCHOR 11/14/2010 1 DAViD 0. ROBERTS, P~, INC 343 TfllRD ST., #103 LAGUNA BEACH, CA 92651 (949) 497-1229 DESIGN SLAB LRFD (WI p) NUM(3ER OF CONNECTIONS N:= 4 · BASIC LOAD COMB., ASCE 7-05, 12.4.2.3, LRFD Sds=0.802, p=1, Qe=V COMB #1 1.4D COMB#5 COMB#7 (1.2+ 0.2Sds)D + pQe = 1.36D + V (0.9 -0.2Sds)D + pQe = 0.74D + V TL ONLY AT EACH OF (3) BOLTS COMB #1 4 BOLT COMP TL+ SEISMIC AT (1) BOLT (LOAD PER BOLT) COMB#5 . Ms (WTLJ T 5 := --1.36 --!Ts= 3061b1 d1 \. N , C5 ,~Ms+ 1.3{WTL J dl N ICs = 2931 lb1 C52:= 1.2PTL lc52 = 1621lb1 Vs V5:=-IVs= 2s8 lbf I N COMB#7 Ms (WTL J T7:= ~-0.49 N IT7 = 1146lb~ Ms (WTL J C7 := -+ 0.49 -- dl N lc7 = 2092 Ib~ -~ C72 := 1.2· PTL 1c12 = 1621 lbf I V7 := V5 1v7 = 258 lbf I IMs = 4638ft·lb1 1d1 = 2.86 ft 1 PTL = 1351 lbf IVs= 1031 Ibf I 1wTL = 3860 lbf I #5 BOLT TENSION #5 BOLT COMPRESSION #5 BOLT AT NEUTRAL AXIS #5.BOLT SHEAR #7 BOLT TENSION #7 BOLT COMPRESSION #7 BOLT ATNA #7 BOLT SH EAR V7DIAG := VT(.707) lv7prAG = 182 lbf I #7 BOLT SHEAR@45 DEGREES USE 5.33 FT x 12.25 FT x 12 IN. THICK, re= 4500 PSI, TYPE V CONCRETE FOUNDATION WI #4@ 12" O.C. E.W. TOP & BOTTOM F:\0-Dave backup files\0-MATHCAD\0- 2007\0-TANK\2007 BASE SHEAR & ANCHOR FOR FLAT BOTTOM TANK.xmcd 4 11/14/2010 1.72 4.05 1.95 4.05 0.47 Comp9r,y Designer Job Number Global DAVID 6. ROBERTS, P.E., INC. DOR 10077 Number of Beam's Sections 5 No. of Shear Reaions 4 Min 1 Bar Dia Soacing for Beams No IBIS LABS Concrete Stress Block Rectanqular Concrete Code ACI 318-05 General.Design Parameters Label Max Bendin Chk Max Shear Chk 1 T ical 1 1 Concrete Properties Flex Steel ksi 40 Nov 14, 2010 9:06 PM to Checked By: __ To Cover in Bottom Co ... 2 3 Label E rksil G rksil Nu Therm f\1 ES Fl Densitvrk/ft"31 fcLls.fil]_ 3156 1372 I .15 .6 .145 3 1 Conc3000NW 3 Conc4000NW Point Coordinates 1 5 7 9 11 13 15 21 , 22·. 23 24: 26 . Label N1 NS ···.cN6i:,· N7 N9 N30 N33 N40 RISAFoundation Version 3.0.1 3644 1584 I .15 .6 .145 4 Zfftl 1.72 :.r, ',. .J;/7,?. :·: ... ,'• 7.72 1.72 7.72 12.24 ,,: --0. 0.874286 5.245714 11.365714 12.24 11.365714 5.245714 [C:\RISA\untitled.fnd] :.r''' , I• ,,' ::,, '-; : '::, ,,, xrm 0 i:o.· : .. \, , · ~ 5.33 .64 .64 ::J3'4·'. 4.69 4.441667 0 2.665 5.33 5.33 Page 1 Conjpali.Y . · Designer DAVID·O.ROSERTS,P:E., H~C. : DOR ·Nov 1'4, 2010 Job Number : 10077 m,s LABS 9:06 PM · Checked By: __ Point Coordinates (Continued) Label Z fftl X fftl 27 N46 0.874286 5.33 29 N48 -0. 2.665 31 N34 1.748571 0 33 N36 4.371429 0 35 N39 7.868571 0 . 37 N42 9 .. 61714-3 0 39 N49 12.24 1. 776667 47 N58 1.748571 5.33 49 N60 0.874286 0:888333 51 N62 0.874286 2.665. 53 N64 0. 87 4286 4.441·667 55 N66 1,748571 1.776667 57 N68 1.748571 3.553333 59 N70 2.622857 0.888333 61 N72 2.622857 2.665 63 N74 2.622857 4.441667 65 N76 3.497143 1.776667 67 N78 3'.497143 3.553333 69 N80 4.371429 0.888333 71 N82 4.371429 2.665 73 N84 4.371429 4.441667 75 N86 5.245714 1.776667 77 N88 5.245714 3.553333 79 N90 6.12 0.888333 81 .N92 6.12 2.665 RISAFoundation Version 3.0.1 [C:\RISA\untitled.fnd] Page 2 DAVID 0. ROBERTS, P.E., INC. DOR Nov 14, 2010 9:06 PM (2 Company Designer Job Number 10077 ·IBIS LABS Checked By:_-_ Point Coordinates (Continued) Label z rm x rm 83 N94 6.12 I 4.441667 85 N96 6.994286 1. 776667 .-rsa: /.\:.'. \: :. ·::,;;.\;,-;.;,Ng;r,.:.:::'.\.:.:/::;·";-.,.: ·• . . ., .. -' <·::;6:99:4286'"··,1-\ .. ,, ... ;!:;) t'-,' ,:·' ,(;;;::_:::.s':,\,::2.:665.\.J.;:: __ ;:.::, .,:,,,,. ·. 87 N98 6.994286 3.553333 ··a-ff-, .. :: :. ,. ·_ >i ·:• :_, ,. · N9.9.-.:-':: / ,-· · 1"·::'" .• . · : ... , .·:·. /<' .6-.99:4286· ,:,.. ... : (·: .. :<\<.' :_ :·:_;~:-: : :., t-4~ii'4t@6::t:' ::,. 'i+-.:·_ . : :. ,_: 89 N100 7.868571 0.888333 .·,@.o./: ,,.:.::;>/ .. :., _ ':·t,,-... \N1@1,>::,\·.: .. ~:::,, ·:·:: ;:/: :,11:,, :/:\:~;:,,,: ::,: ,:tte:ae.a·51i:1-:-;:: , -.::.·::. V · :, ,.:, : :·:;: ::.+, 1; •. ,;, yf1Lnt6Mv1, :.: >;;,;, t\. ;,;:; 91 N102 7.868571 2.665 ,.92,·.':->',·_,: · ·--~aas_:, :_:_x, ··. -.>;.:_;·,,: ... 1\a'6:Mi.1.:.::J.::'<·{:i':·:> \;,.· .,·,.,:·et5513~tr._:-··:/,-/'.:,-.::; 93 N104 7.868571 4.441667 -:,91i::: .. :· : .. : ,.,,·,.: ;,. ?-, . ;-: ·f\J:.110:i~: .. > ... , ... ::: : ... :-::. ,\\.. . ,:t; _: _,-., ,,.:·as::~42-as~,:·.:\::;-_ · ,:,_·; :.,,,·1 :. ,. .._ >'>i .;-,.0taa's~ae:,\ __ ,:, . .: .... :.: ... , :: 95 N 106 8. 742857 1. 776667 ~:195_ ;,_,:-':-,' :·. · . : ':-NJoo/ \::-.. ,, ... '. ?< . ·' ·· , : : 13t*42ast·_ :::; · .::·,:.: :-\':>.·-·.:. :'·:::\· ':· :· ''i.Z:665.::f, : ..: "°-/· .. : ,:' · 97 N108 8.742857 3.553333 ,,9,8:, ·,_,'./::~\;::,, • ·::<:~:':l:-J1'@9:·,f/,, .. ~. ,.'<.;.<.:. :.:'' · .:: ;, ,,·,:c,; . ,,.-8(::Zt2•s·5ft .. :,\:( :' · >i .>,;) )<-:,:: .:':· ::'.:. :·;:,,~','.4,;,44,11@:6:ti:., /.~·,/ -;,"} : · • 99 N110 9.617143 0.888333 1'00 :<:t.'. ·. . _ ·;iNtH ,·:·;, :: .. ·: ·2.; :,,}1,\: ,, .. >. :},:9.'61·11'1'4:3·::..'··,:, · · _ ,, .. >:;-;.~ ._,·-,,~·.,,:•. ::\f:tt66'.61 ,,:·'::·,;,:.{ {ii .. 101 N112 9.617143. 2.665 A02,: ;-.: .-:\. -'::<;J;;JH@\, :,': ·· (7-t:~:~':"·· S-· i:,. ;:;.· .. ,,:, -9:-13.1::z'.j}J,3;-,' ;:::< :.-. ·-:. : ,·. :::· .'.• -. :'iTii~!f: .,;,/:r,.,, .. ,, ... ~,~ 103 N114 9.617143 4.441667 '1104-... :>:· ·· ···.J.:·,NW1,5:iy,,·,: }-·:< .. _._,· :· .. 'j'Q1·49:t429:·.?'.·,.:;·;:, <.::-,.'-"' _i\:d(;~Wi.itaa:3:,_:_, .,,:·: 105 N116 10.491429 1.776667 ,'.~;Q6 ·: · ·., .•, /·I, · ,J~_:fSJ:f17·, \', /.,.' ·> ·i >· "' , .:.!fOJA{h4_29( ·.:, '. ,' :,,',;·~;'.,· ;, : '.'., / ,,,'.i;,•\'£{~6,6b'',' ;, ,,,·,a··_.::'.,· 107 N118 · 1,0:491429 3.553333 109 N120 11.365714 0.888333 111 N122 11.365714 2.665 :1:1'2 · 'Ni'.23 · .. 11.36·57t4··.;\' .. ,,·:-,:, .:':r.f:-.:,._3:5·5B'33'3.: .··',,: .. , , 113 N124 11.365714. 4.441667 Slabs Label Thickness in Material 1 S1 12 CONC4500NW Slab Rebar Parameters ... Label To Bar Bottom ... Max To Bar S ... Min To Bar S acin .. Max 8 ... Min Bot Bar ... S acin In ... Side Cover in Slab Rebar at ... 1 Typical #4 #4 12 6 12 6 2 2 Design Strips Label Rebar Anale from PL .. No. of Desian Cuts Desian Rule 1 0S1 0 20 ,. <-,·.· ·.:,9s2·· , _:Q;_,,:;: , .. (,,•, 3 0S3 o-20 Tvoical ·. ;B.84 ... . , ~ -:tvoioal : : ' 5 0S5 90 20 Tvoical ·$:-·M .·.· , ·_,.\, .:zo: ·, .. ·. :, ~::: _. . . : : 7'.\tDical,-· :: ': .: · Load·Categories Category Point Loads Line Loads Area Loads DL 9 EL'·,.· · ·24• :. RISAFoundation Version 3.0.1 [C:\RISA\untitled.fnd] Page 3 Company Designer Job Number DAVID 0. ROBERTS, P.E.,'INO. · DOR 10077 Load Combinations IBIS LABS ' Nov 14,2010 9:06 PM Checked By: __ Label Solve ServiceA ... OSF(Fo ... Cat... Fact...Cat... Fact...Cat... Fact...Cat... Fact..:Cat... Fact...Cat... Fact...Cat... Fact...Cat... Fact... 1 Service Yes Yes 1.5 DL 1 ·.··. J:iL . 1:. 3 EL 1 Yes EL 1 RISAFoundation Version 3.0.1 [C:\RISA\untitled.fnd] Page4 ,Cor'npariy Designer Job Number DAVIO b. ROBERTS, P.E., INC. I DOR 10077 Soil Pressures (By Combination) IBIS LABS Noy 14, 2010 9:08 PM Checked 'By: __ LC Label UC Soil Pressurefksfl Allowable Bearinafksfl . 1 1 N3 .209 .313 1.5 · ,.z. · :···t· ... ; 1-..-: ,/ : · : '· Nt._ .. '_ ·. ,; -:: .. · · ..... 2oe· :: .. -, .:.,.,,_ .. ;: .· "·.· :,t 1B,1'a:. · · :··,-,: , <: ::< .... :· .. : 1\s~:t:: .,;<,·. ;; .. :;. 3 1 N30 .208 .312 1.5 '. )f.·, /:-,;h's: ,.f\\;·>:'C :'• _: ;,· .· ·. ·, .. M2t3'' :_ ·::>;J ", .;.,:' /., .,,{<;.,20:g!.,":.· >,,,-: ;· ''./ ,: >:': . ~'::,-,f~:-31:z:/' ·_<,:;y._::2,:·:'.':., <-:,' >/'.'\-·,, ::.·d\.$:'.-,7-~i, . ; · '·'' > 5 1 N32 .208 .311 1.5 . ,-i:6,>·::.:::;,._·:.; 1. r:-\·:.: ·: .. :.·M4~f · .-. •· ?,: ... _,_:;, .. ·.<2oa,:,:,.·-.·; .. <';t:;,\ ·.'·.:;: ..... a'tt:' ;;:_,,;'·, .: .'<r'-~::,:_::::t·s::;c;>'.-·:-: ·.:: ·' 7 1 N31 .207 .311 1.5 ·as::: ,,~,; ... ,:::;;-td: .?'::<:-:-; ;. ,:0 ;,.,t-;J:'1i2\\.' "' ':'t, ,.·.'. >>:·r,2.0.et:·.~:J..-.. •i ,;\ ,~:-.<;·; .{:'v\'~3'.©9:~ f..,,_:;'./2;.'.:<.: :: :<'·;i,-,.t<":\t:Hi ·.~ .: ., ,/··· ,: 9 1 NB .206 .309 1.5 _.1;0:: .>.:<:···,-,·.\1.·';;: · , ,· · u,1@e: ,,.:·,.. .• ::-::,:'. ,.;,2n.~r<: · .. \ .. ',;, .. ·:: . .:;:::,_:iJa.0s,>-i .. ,L·,.;t .;.·,·_,: --:,·.,,-:~>::z..·f:5::-:1,;L,, ... :'·/· · 11 1 N27 .204 .306 1.5 '.1:2. · .. :·'.>:', ' . .+.1.-.'··---:· ·~:-<: · . "N12:4· ' .. /.<::,,_·.;:,; ·. ·:::' . ..:._ ::·:,20:if ·,r ,·::-.. /?····· ·,: :::,''.\'f{i3@5;;;:·,··:~·;.:<L. ";: \, >:<,.,, · ,·. 1;.,_5_ \ -·'· .. ,::::, ':. 13 1 N120 .204· .305 1.5 .it@:, \' :'-':c·' 1 . '., >\11i-'~-.-:,'.·t~fa23, ,, /'t:2bGl'< · · ·: '• :,, ">:;.,; ·. ;_' ,:-;i:305:-·, {,,_:.". '.:., ··•::--,:. ''1r&'T-:;':'.:f·«:;;~,:(, 15 1 N121 .203 .305 _ 1.5 _.15·-, :. '.-t,Jf1 .· :-. ::: >, . ·:""/ N:1·2-2, . : ·:; ::-i-; \ ,:.:.\zoa' ·: ,\.:, . :,,:· :,,> '.:,:.;,;::.:;:-;;sos:!:.'\,';'·-;, ..... ·.:, .. ,,.;:.,:/: .:.,<·1-5 :>:. i/, .-: J 17 1 N51 .2 .299 1.5 -:~ 1~a1~~ -. ~-~,:\,,,-·----, • -1: :;' -~ -. _,,:.-,-~_--~ _·:. ;---. :; -~:4'5-:: , · _,, -,· -:->_; _ --i':}-:--~:-_ ·· -;~\;;,~2-;E:-::_~.---'._: ____ ;_:~~ 1 --:<·-,,·-:,-~_,;_:.-: --·,l -~2fJ9><:-'\ ~:.~ --~---.:_, :·-~1~~~-,\ -·( __ :~: ~.-·t,:-_ ··;<--:1-_;5¼~~:~~ :::_.;::: -,_~_:~: -~~- 19 1 N119 .199 .299 1.5~· ---~ RISAFoundation Version 3.0.1 [F:\0-Dave backup files\0-RISA\O-PROJECTS\lbis Labs\lbis Tanks.fnd] Page 5 Qompc1ny Designer Job N~mber : .DAVID 0. ROBE;RT$, P.E., INC. DOR . 10077 Strip_ Reinforcing (Envelope) IBIS LABS Nov 14, 2010 9:08 PM Checked By: __ ··Label UC Too Too Bars Governina.Desia .. .' UC Bot Bot Bars/ ... Governin ... UC Shear Governin ... 1 DS1 .122 #4@12in DS1-X17 .083 #4@12in DS1-X4 .097 DS1-X14 3 bS3 .085 #41n)12in DS3-X16 .023 #4@12in· DS3-X8 .023 DS3-X13 5 'D85 .023 #4@12in DS5-X11 .008 #4@12in DS5-X17 .027 DS5-X16 RISAFoundation Version 3.0.1 [F:\0-Dave backup files\0-RISA\0-PROJECTS\lbis Labs\lbis Tanks.fnd] Page 6 .x tiz r4 9 ' I i I i i ~. N5 DAVID 0. ROBERTS, P.E ... DOR 10077 N10 :N11 ; i ; : i 1 l ; N6 jN7 i IBIS LABS SLAB AND LOAD NODES ,: , .... ,, 3 I i ~-~2 SK-1 Nov 14, 2010 at 8:41 PM untitled.fnd 2.092k 2.092k '-621 ' ~ j . _ 1---.182k __ • .182 ~-l\ 1.6 1k ~2K.----"\ .182k .1s2k I 1.621k 1.621k ·182k __ ;{ I ---------~182k .182k ____ .,.. ......--·· .182k .182k__._.,l _.-1;~182k ~2k .182k __ ~~---------- ~182k Loads: EL -Earthquake Load DAVID 0. ROBERTS, P.E. .. DOR 10077 SK-2 IBIS LABS Nov 14, 2010 at 8:48 PM EQ IN DIAGONAL DIRECTION untitled. fnd '' tLz : 12in /B) ln(IJ • II • • #4®12in £B) -n 11 ll -f'.= iii j'.: iii ~xi '.s ;;:;:; 'c ._;;; ,__ C: C: ,E: C: N N N t'i N':;;' i i i i '11: '11: • • #4@12in /Bl • ~«ulL(ntll -.. -.. Results for LC 3, EL 1 DAVID 0. ROBERTS, P.E. .. SK-3 ·DOR IBIS LABS Nov 14, 2010 at 9:00 PM 10077 REINF W/ DIAG. EQ LOADING untitled.fnd Job Name : IBIS Tank .Anchor'Calc1.da,tions Anchor Seiector (Version 4.3.0.0) Calculation Summary -ACI 318 Appendix D For Cracked Concrete Anchor Anchor Steel # of Anchors 1/2" SET-XP A307GR.C Concrete Concrete Cracked Normal weight Ye~ .Coridttion Thickness (in) B tension 13nd shear 12 Hole Condition ln;,pection Dry Concrete Periodic Factored Loads Nua (lb) vuax (lb) 660 ex ey Mod/high ! Anchor w/ sustained (i•) · (in) ileismic jtension ·o ·O Yes !No Individual Anchor Tension Loads N ua1 (lb) 660.00 0.00 Individual Anchor Shear Loads V ua1 (lb) -180.00 e'v/in) I e'vyCin) 0.00 lo.oo Tension Strengths Steel (<P = 0. 75 ) Embeament Depth (in) Cat~gory 6 f c(psi) · '¥c,V 45qo.o 1.00 Suppl. Edge Reinforcement No Temp. Range 1 Mux (lb*ft) Anchor only resists Apply entire shear .wind/seis 10 .. ds @front ro,,.. Yes No N5a0b) <PN5a(lb) Nu8 (lb) N ua /<f>Nsa 8235 6176.25 660.00 0.1069 Concrete Breakout (<P = 0.65, <Psels = 0.75) Ncb(lb) <PNcb(lb) Nu8(lb) Nua /<PNcb 7807.75 3806.28 660.00 0.1734 about: blank Page 1 of 2 Date/Time: 11/14/2010 9:48:47 PM 11\N ~ ktJ C,tfO/< l( ?..,11 t.p Jr-'')(tYj X b fl l,M I! D ~ 1 ? 11-4 p,;o,-J S-f-r 11/14/2010 -.. Nu,;Clb) 8917.89 3678.63 Side-Face Blowout does not apply Shear _$trengths Steel (<I:> = 0.65 , <I:> g.pad = 0:8 ; ¾.seis = 0. 71 ) veq{lb). <I:>V8q(lb) Vua<Ib) V ua/<I:>Veq 3507.4 1823.85 180.00 . 0.0987 Concrete Breakout (case 1) (<I:>= 0.70 , <I:>sels = 0.75) vcbx{lb) <I:>Vcbx(lb) V ~axOb} Vuax/<I:>Vcbx 9448.37 4960.39 0.00 d.0060 vcby{lb) ci>Vcby(lb) vuayOb) Vuay /<I:>Vcby Vua /<I:>Vcb 5547.48 2912.42 180.00 0.0618 0.0618 Concrete Ejreakout (case 2) does not apply to single anchor layout Concrete Breakout (case 3) (<I:>= 0.70 , <I:>seis = 0.75) cx1 edge V cby(lb) <I:>V cby(lb) V µayOb) V uay /<I:>Vcby 12327,;,. ·'5472,06 180.00 0:0278 cy1 edge v~bx{lb) 4>Vcbx(lb) vuax{lb) Vuax /<I:>Vcbx 25622.69 13451.91 0.00 . b.0000 cx2 edge Vcby{lb) <I:>V cby(lb) V uayOb) V u,ay /<I:>Vcby 25622.69 13451.91 180.00 0.0134 cy2 edge Vcbx(lb) <I:>Vcbx(lb) VuaxOb) Vuax/<I:>Vcbx Vua/<I:>Vcb 12327.72 6472.06 0.00 0.0000 0.0278 Pryout (<I:>= 0.70, <I:>sels = 0.75) V_uax /<I:>Vcp 15615.50 0.0000 Vcp<ib) <I:>V~pOb) vuay{lb) Vuay/<I:>Vcp 15615.50 8198.14 180 0.0220 Interaction check V.M.ax(0.1) <= 0.2 and T..Max(0.18) <= 1.0 [Sec D.7.1] Interaction check: PASS V-Ja/<I:>Vcp 0.0220 Use 1/2" diameter A307 GR. C SET-XP anchor(s) witi) 6 in. embedment Page2 of2 BRITTLE FAILURE GOVERNS: Governing anchor failure mode is brittle failure. Per 2006 IBC Section 1908.1.16, anchors shall be governed by a ductile steel element in structures assigned lo Seismic Design Category C, D, E, or F. Alternatively the minimum design strength of the anchor(s) shall be at least 2.5 times the factored forces or the anchor attachment to the structure shall undergo ductile yielding at a load level less than the design strength of the anchor(s). Designer must exercise own judgement to determine if this design is suitable. · about: blank 11/14/2010 CB110134 2251 :FARADAY AV IBIS BIOSCIENCES-REMOVE 66 SF EXISITING PAVING At)! FOR ONE 2000 LITE'R i L ';, _:, ~ ., . ._ . . . ,, _:~,._~~ l;?~;tZ;f 4.~~,~~;;;;;i{•li:; ':' . 1 \\q \ t\ 7D PL-A-..:i J ~; p,RE ( ~~L w/ sTr2.u .. e. 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