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HomeMy WebLinkAbout2511 GATEWAY RD; ; CBC2017-0508; Permit4 City of Carlsbad p:17 - 1 Permit No: CBC2017-0508 Closed - Finaled 09/25/2017 12/06/2017 AKrog 11/6/2018 4:36:52PM Print Date: 02/2.7/2019 Job Address: 2511 Gateway Rd Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Parcel No: - 2132601100 Lot U: Applied: Valuation: $4,139,855.10 Reference U: Issued: Occupancy Group: Construction Type: Permit Finaled: - U Dwelling Units: - Bathrooms: Inspector: Bedrooms: Orig. Plan Check U: . : Final Plan Check U: Inspection Project Title: - Description: VIASAT: BLDG 13 T.I. 89,010 SF SHELL TO OFFICE Owner: Contractor: PIVOTAL 650 CALIFORNIA ST LLC THE WHITING TURNER CONTRACTING CO 1702 E Highland Ave Pacific Co, 310 PHOENIX, AZ 85016 858-792-0600 BUILDING PERMIT FEE ($2000+) . $9,782.60 BUILDING PLAN CHECK FEE (BLDG) . $6,757.28 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $1,510.00 FIRE F Occupancies TI $609.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION $170.00 MANUAL BUILDING PLAN CHECK FEE . . ' $90.54 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL - .$178.00 PLUMBING BLDG COMMERCIAL NEW/ADDITION/REMODEL - $304.00 PUBLIC FACILITIES FEES - inside CFD . $75,345.36 S81473 GREEN BUILDING STATE STANDARDS FEE $166.00 SEWER BENEFIT AREA FEES - H $30,371.04 SEWERCONNECTION FEE (General Capacity all areas) . . . $27,067.32 STRONG MOTION-COMMERCIAL . . $1,159.16 TRAFFIC IMPACT Commercial-Industrial w/in CFD $135,642.00 Total Fees: $289,152.30 Total Payments To Date: $289,152.30 Balance Due: $0.00 Please take NOTICE that approval of your project includesthe "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." 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. . . I, You are hereby FURTHER NOTIFIED that-your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov V ITHE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: EcLANNING ENGINEERING UILDING VfIRE DHEALTH DHAZMAT!APCD I Building Permit Application Plan Check NoQ 2JJ7- 0 S 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value1P L( , I I, 0 C I TV 0 F Ph: 760-602-2719 Fax: 760-602-8558 CARLSBAD email: bUildingcarIsbadca.gov Plan Ck. Deposit Date c/ IswPPP I www.carlsbadca.gov. JOB ADDRESS - 2511 Gateway Road I SUITE#/SPACE#/UNrI# I I 213 - 260 - /0//, /2 CT/PROJECT # LOT # PHASE # ft OF UNITS It BATHROOMS TENANT BUSINESS NAME I CONSTR. TYPE I 0CC. GROUP 1,111EDROOMS ViaSat I IIB DESCRIPTION OF WORK Include Square Feet of Affected Area(s) 89,010 sq. ft. of office and manufacturing tenant improvements in an existing three-story concrete tilt-up cold shell building with all related mechanical, electrical, and plumbing systems. EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS(SF) FIREPLACE IAIRCONDITIONING N/A I office/manufact. I I YES [3#NO[Z]YES I NO I FIRESPRINKLERS YESNO APPLICANT NAME (Primary Contact) Milos Makaric APPLICANT NAME (Secondary Contact) Mark Langan ADDRESS 13280 Evening Creek Dry South, Suite 125 ADDRESS 13280 Evening Creek Div South, Suite 125 CITY STATE ZIP San Diego CA 92128 CITY STATE ZIP San Diego CA 92128 PHONE FAX PHONE FAX 858.793.4777 I 858.793.4787 858.793.4777 . I 858.793.4787 EMAIL EMAIL milosm@sca-sd.com markl@sca-sd.com PROPERTY OWNER NAME Pivotal 650 California ST, LLC CONTRACTOR BUS. NAME Whiting-Turner Construct. Company ADDRESS ADDRESS 2201 E. Camelback Rd., Suite 650 4747 Executive Drive CITY STATE ZIP CITY STATE ZIP Phoenix AZ 85016 San Diego CA. 92121 PHONE IFAX PHONE FAX 602.248.8181 I . 858.792.0600 I EMAIL EMAIL tonylevinbeinvestments.com nick.schmidt@whiting.turner.com ARCH/DESIGNER NAME & ADDRESS Smith Consulting Architects STATE LIC. It I C-11701 STATE LICe 3 \C - C1.A,55 I CITY BUS. UC.# I 'B LO \2''2'S (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 that he is licensed pursuant to the provisions of the Contractors 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 applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). 0e021303° 000t?(3OU1?O0J Workers' Compensation Declaration: I hereby affirm under penally of perjury one of the following declarations: R 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 reouired by 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. VV(kkfeQe.,b I ?JQ,n.\AkV-Policy No. \PC2..Z'U 565 (.4t 259 Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) d less. [J 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, d ages as provided for in Section 3706 of the Labor code, interest and attorney's fees. CONTRACTOR SIGNATURE (37 'AGENT DATE '- ØoQOO(j) DO(? I hereby affirm that lam exempt from Contractor's License Law for the following reason: [J I, as owner of the property or my employees with wages as their sate compensation, will do the work and the structure is not intended or offered for sate (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). [J I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 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 [Jves 11No I (have! have not) signed an application for a building permit for the proposed work. - I have contracted with the following person (firm) to provide the proposed construction (include name address! phone! contractors' license number): I plan to provide portions of the work, bull have hired the following person to coordinate, supervise and provide the major work (include name! address! phone! contractors' license number): 5.1 will provide some of the work, bull have contracted (hired) the following persons to provide the work indicated (nclude name! address! phone! type of work): PROPERTY OWNER SIGNATURE DAGENT DATE @0111134Ü13 ¶?QJOO 01139090 (200 00000310000OV001 DWO()OIJ@ 90000va 0S1 Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? JYes /,No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air auality management district" ]Yes lj No Is the futility to be constructed within 1,000 feet of the outer boundary of a school site? Yes / No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. (300 OØI9 I1G000 63013009 I hereby affirm that there is construction lending agency for the performance of the work this permit is issued (Sec. 3097 (I) Civil Code). Lender's Name Lender's Address aGQG0(3aG9V 000 I certifythatl have read the application and statethatthe above information isconectand thattheinformation on the plans isaccurate. I agieetocomp!ywith all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL UA8lLfflES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. 0511k An OSHA permit 6 required for excavations over 50' deep and demolition or construction of structures over 3 stones in height EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by tmitaion and become nut and void if the building orworic authorized by such perntitis not commenced within 180 days from the date of such permit or if the build orwork authorized by su&lmft is suspended or abandoned at anytime after the work is commenced fora period of 180 days (Section 106.4.4 Uniform Building Code). ..APPLICANT'S SIGNATURE - DATE el. 1; ~ 51, ?10// 7 V - V / STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUPANCY lCommerciall Projects Onlyl Fax (760) 602-8560, Email building@cartsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. r0#: (Office Use Only) CONTACT NAME OCCUPANT NAME - ADDRESS - BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL - OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICK UP: CONTACT (Usted above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) ASSOCIATED CB# MAIL TO: CONTACT (Usted above) OCCUPANT (Usted above) CONTRACTOR (On Pg. 1) NO CHANGE IN USE/ NO CONSTRUCTION MAIL/ FAX TO OTHER: CHANGE OF USE / NO CONSTRUCTION .APPLICANT'S SIGNATURE DATE Permit Type: BLDG-Commercial Application Date: 09/25/2017 Owner: PIVOTAL 650 CALIFORNIA ST LLC Work Class: Tenant Improvement Issue Date: 12/06/2017 Subdivision: Status: Closed - Finaled Expiration Date: 07/08/2019 Address: 2511 Gateway Rd Carlsbad, CA 92009-1742 IVR Number: - 6536 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date BLDG-Building Deficiency See photoalso requires all paperwork, Yes TCO Ok for furniture, fixtures and equipment install pending Fire approval BLDG-Plumbing Final Yes BLDG-Mechanical Final Pending paperwork Yes BLDG-Structural Final Yes BLDG-Electrical Final Pending title 24 - Yes 09/04/2018 0910412018 BLDG-34 Rough 068797-2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 10/12/2018 10/11/2018 BLDG-34 Rough- 072672.2018 Passed Andy Krogh Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans ' Yes 1110512018 11/05/2018 BLDG-16 Insulation 075048.2018 Passed Andy Krogh Complete Checklist Item . COMMENTS Passed BLDG-Building Deficiency Bridge at second floor Yes 12/19/2018 12/18/2018. BLDG-34 Rough . 079177.2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency - - No Checklist Item COMMENTS Passed - BLDG-Building Deficiency Roof equipment, main electrical room Yes 12/21/2018 12/21/2018 BLDG-34 Rough 079423.2018 Passed Andy Krogh .. Complete Electrical - - Checklist Item - COMMENTS ' Passed BLDG-Building Deficiency Roof equipment, main electrical room, Yes subpanel rooms 01/07/2019 01/07/2019 BLDG-34 Rough 080544.2019 - Passed S Andy Krogh Complete Electrical -- February 27, 2019 . Page 13 of 13 Permit Type: BLDG-Commercial Application Date: 09/25/2017 Owner: PIVOTAL 650 CALIFORNIA ST LLC Work Class: Tenant Improvement Issue Date: 12/06/2017 Subdivision: Status: Closed - Finaled Expiration Date: 07/08/2019 Address: 2511 Gateway Rd Carlsbad, CA 92009-1742 IVR Number: 6536 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final Yes BLDG-Mechanical Final Pending paperwork Yes BLDG-Structural Final No BLDG-ElectricalFinal - No 06/25/2018 06/25/2018 BLDG-Final 061951-2018 Partial Pass Andy Krogh Reinspection Incomplete Inspection - Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final . ' No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 06/27/2018 06/27/2018 BLDG.Flnál , 062190.2018 Partial Pass Andy Krogh Reinspection Incomplete Inspection - Checklist Item COMMENTS Passed BLDG-Building Deficiency - No BLDG-Plumbing Final . . Yes BLDG-Mechanical Final c - Pending paperwork Yes BLDG-Structural Final No - BLDG-Electrical Final Pending title 24 Yes 06/28/2018 06/28/2018 BLDG-Final 062561-2018 Partial Pass Andy Krogh Reinspection Incomplete Inspection Checklist Item COMMENTS . Passed BLDG-Building Deficiency No BLDG-Plumbing Final . No BLDG-Mechanical Final / - No BLDG-Structural Final ' No BLDG-Electrical Final No 07/0212018 07/02/2018 BLDG-Final 062780.2018 Partial Pass Andy Krogh Reinspection Incomplete Inspection - Checklist Item ' COMMENTS Passed BLDG-Building Deficiency See photo, also requires all paperwork, Yes TCO Ok for furniture, fixtures and equipment install pending Fire approval - BLDG-Plumbing Final Yes BLDG-Mechanical Final Pending paperwork Yes BLDG-Structural Final Yes BLDG-Electrical Final Pending title 24 Yes 07/11/2018 07/11/2018 BLDG-Final 063757-2018 Partial Pass Andy Krogh Reinspection Incomplete Inspection . February 27, 2019 - Page 12 of 13 Permit Type: BLDG-Commercial Application Date: 09/25/2017 Owner: PIVOTAL 650 CALIFORNIA ST LLC Work Class: Tenant Improvement Issue Date: 12/06/2017 Subdivision: Status: Closed - Finaled Expiration Date: 07/08/2019 Address: 2511 Gateway Rd Carlsbad, CA 92009-1742 IVR Number: 6536 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical ' No BLDG44 Yes Rough-Ducts-Dampers 06/07/2018 06/07/2018 BLDG-34 Rough 060351.2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical . is ' Checklist Item COMMENTS Passed BLDG-Building Deficiency . As noted on plans Yes 06/13/2018 06/13/2018 BLDG-91 060796.2018 Passed Andy Krogh Complete Complaints Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Prefinal meeting of checklist items needed Yes for TCO 06/18/2018 06/18/2018' BLDG-Final 061254.2018 Partial Pass Andy Krogh Reinspection InconpIete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Fi,al Yes BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 06/20/2018 06/20/2018 BLDG-Final 061502.2018 Partial Pass Andy Krogh Reinspection Incomplete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final Yes BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 06/21/2018 06/21/2018 BLDG-91 061727-2018 Passed Andy Krogh Complete Complaints Inspection ¼ Checklist Item COMMENTS Passed BLDG-Building Deficiency Roof and third floor walk, corrections left Yes with contractor 06/22/2018 06/22/2018 BLDG-Final 061797.2018 Partial Pass Andy Krogh - Reinspection Incomplete Inspection February 27, 2019 Page 11 of 13 Permit Type: BLDG-Commercial Application Date: 09/25/2017 Owner: PIVOTAL 650 CALIFORNIA ST LLC Work Class: Tenant Improvement Issue Date: 12/06/2017 Subdivision: Status: Closed - Finaled Expiration Date: 07/08/2019 Address: 2511 Gateway Rd Carlsbad, CA 92009-1742 IVR Number: 6536 Scheduled Actual Date Start Date - Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency, No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers BLDG-91 059788-2018 Cancelled Paul Bumette Reinspection Complete Complaints Inspection - Checklist Item COMMENTS Passed BLDG-Building Deficiency No 06/0412018 06/04/2018 BLDG-85 T-Bar, 059846-2018 Partial Pass Andy Krogh Reinspection Incomplete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical . No BLDG-44 ; Yes Rough-Ducts-Dampers 06/06/2018 06/06/2018 BLDG-34 Rough 060149-2018 Partial Pass Andy Krogh Reinspection incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes BLDG-84 Rough 060171.2018 Partial Pass Andy Krogh ' Reinspection incomplete Combo(14,24,34,44) Checklist Item COMMENTS , Passed BLDG-Building Deficiency As noted on plans, Yes BLDG-14 . Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLD6-44 - Yes Rough-Ducts-Dampers • BLDG-85 1-Bar, 060129.2018 Partial Pass Andy Krogh Reinspection Incomplete Ceiling Grids, S • . Overhead February 27, 2019 . Page 10 of 13 Permit Type: BLDG-Commercial Application Date: 09/25/2017 Owner: PIVOTAL 650 CALIFORNIA ST LLC Work Class: Tenant Improvement Issue Date: 12/06/2017 Subdivision: Status: Closed- Finaled Expiration Date: '07/08/2019 Address: 2511 Gateway Rd Carlsbad, CA 92009-1742 IVR Number: 6536 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 05/22/2018 05/22/2018 BLDG-24 058758-2018 Partial Pass Andy Krogh Reinspection Incomplete Rough/Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency Start of 24hr gas test 5/22/2018 , Yes • BLDG-Building Deficiency. Second to third floor restroom top out, gas Yes line from exterior of building to third floor .... 60 psi test, clock test at later date 05/23/2018 05/22/2018 BLDG-34 Rough 058659-2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 05/24/2018 05/24/2018 BLDG-24 , 058976.2018 . Passed Andy Krogh complete Rough/Topout Checklist item COMMENTS . Passed BLDG-Building Deficiency Completed gas test 5/24/2018 Yes BLDG-Building Deficiency Second to third floor restrodm top out, gas Yes line from exterior of building to third floor... .69 psi test, clock test at later date BLDG-Building Deficiency Start of 24hr gas test 5/22/2018 . Yes 05/31/2018 05/31/2018 BLDG-85 1-Bar, 059606.2018 Partial Pass Andy Krogh Reinspection incomplete Ceiling Grids, Overhead - Checklist Item COMMENTS . Passed BLDG-Building Deficiency -As noted on card . Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) - BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical - . No - BLDG-44 Yes Rough-Ducts-Dampers 06/01/2018 06/01/2018 BLDG-34 Rough 059757-2018 Cancelled Paul Bumette . .Reinspection Complete Electrical Checklist Item COMMENTS . Passed BLDG-Building Deficiency As noted on plans , . Yes BLDG-44 059782.2018 Cancelled Paul BUmette Reinspection Complete Rough/Ducts/Dampe rs Checklist item COMMENTS - Passed BLDG-Building Deficiency . No BLDG-85 T-Bar, 059783.2018 Cancelled Paul Bumette Reinspection Complete Ceiling Grids, .. Overhead • February 27, 2019 . - Page 9 of 13 Permit Type: BLDG-Commercial Application Date: 09/25/2017 Owner: PIVOTAL 650 CALIFORNIA ST LLC Work Class: Tenant Improvement Issue Date: 12/06/2017 Subdivision: Status: Closed - Finaled . Expiration Date: 07/08/2019 Address: 2511 Gateway Rd Carlsbad, CA 92009-1742 IVR Number: 6536 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44' Rough-Ducts-Dampers 05/09/2018 05109/2018 BLDG-44 057597.2018 Rough/Ducts/Dampe rs Third floor restrooms Passed Andy Krogh Yes Yes Yes Yes Yes Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency t-bar first floor ducts, rough ducts third floor Yes Ok to insulate BLDG-Building Deficiency Ducts and drops as noted on plans Yes BLDG-53 057471.2018 Passed Andy Krogh Complete Elec/Condult/Wlring( Pools) BLDG-84 Rough 057605.2018 Passed Andy Krogh Complete Combo(14,24,34,44) ' Checklist Item COMMENTS - Passed BLDG-Building Deficiency . Ye BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 05/14/2018 05/14/2018 BLDG-34 Rough 057867.2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS S Passed BLDG-Building Deficiency As noted on plans, four transforners Yes 05/17/2018 05/17/2018 BLDG-34 Rough 058298.2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical - Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes ) 05/18/2018 05/18/2018 BLDG-24 058417.2018 Cancelled Paul Burnette Reinspection Complete Rough/Topout . S. Checklist Item COMMENTS Passed BLDG-Building Deficiency Second to third floor restroom top out, gas Yes line from exterior of building to third floor.. .60 psi test, clock test at later date S February 27, 2019 Page 8 of 13 Permit Type: BLDG-Commercial Application Date: 09/25/2017 Owner: PIVOTAL 650 CALIFORNIA ST LLC Work Class: Tenant Improvement Issue Date: 12/06/2017 Subdivision: Status: Closed - Finaled Expiration Date: 07/08/2019 Address: 2511 Gateway Rd Carlsbad, CA 92009-1742 lVR Number: 6536 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date ChecklistItem COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes - BLDG-34 Rough Electrical - No BLDG-44 ' Yes Rough-Ducts-Dampers 04/12/2018 04/1212018 BLDG-34 Rough 054751-2018 Cancelled Paul Bumette Reinspection Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 04/16/2018 04/16/2018 BLDG-21 055076-2018 Passed Andy Krogh UndergroundlUnderf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency New waste and vent for roof drain Yes 04/2312018 04/23/2018 BLDG-44 055458.2018 Partial Pass Andy Krogh Reinspection Rough/Ducts/Dampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency Ducts-and drops as noted on plans Yes BLDG-Building Deficiency t-bar first floor ducts, rough ducts third floor Yes Ok to insulate 04/25/2018 04/25/2018 BLDG-85 1-Bar, 056042-2018 Partial Pass Andy Krogh Reinspection Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical No BLDG-44 Yes Rough-Ducts-Dampers Complete Incomplete Incomplete 05!03/2018 05/03/2018 BLDG-34 Rough 056891-2018 Partial Pass Paul Bumette Reinspection Incomplete Electrical Checklist Item COMMENTS • Passed BLDG-Building Deficiency As noted on plans Yes 05108/2018 05/08/2018 BLDG-84 Rough 057315.2018 • Passed Andy Krogh Complete Combo(14,24,34,44) February 27, 2019 Page 7of 13 Permit Type: BLDG-Commercial Application Date: 09/25/2017 Owner: PIVOTAL 650 CALIFORNIA ST LLC Work Class: Tenant Improvement Issue Date.- 12/06/2017 Subdivision: Status: Closed - Finaled Expiration Date: 07/08/2019 Address: 2511 Gateway Rd Carlsbad, CA 92009-1742 lVR Number: 6536 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete BLDG-34 Rough 050479-2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes 0310712018 03/07/2018 BLDG-44 050962-2018 Partial Pass Andy Krogh Reinspection Incomplete Rough/Ducts/Dampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency t-bar first floor ducts, rough ducts third floor Yes Ok to insulate - 03/20/2018 03/20/2018 BLDG-34 Rough 052157-2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes 03/26/2018 03/26/2018 BLDG-34 Rough 052717-2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes 04/04/2018 04/04/2018 BLDG-84 Rough 053828.2018 Partial Pass Andy Krogh Reinspection Incomplete Combo(14,24,34,44) - Checklist Item COMMENTS Passed, BLDG-Building Deficiency As noted on plans Yes BLDG-14 - Yes Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical . Yes 04/05/2018 04/05/2018 BLDG-34 Rough 053973.2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans ' Yes 04/09/2018 04/09/2018 BLDG-44 054326.2018 Partial Pass Andy Krogh Reinspection Incomplete Rough/Ducts/Dampe rs Checklist Item COMMENTS Passed - BLDG-Building Deficiency t-bar first floor ducts, rough ducts third floor Yes Ok to insulate , BLDG-85 T-Bar, 054136-2018 • Partial Pass Andy Krogh - Reinspection Incomplete Ceiling Grids, - Overhead - February 27, 2019 . Page6oI13 Permit Type: BLDG-Commercial Application Date: 09/25/2017 Owner: PIVOTAL 650 CALIFORNIA ST LLC Work Class: Tenant Improvement Issue Date: 12/06/2017 Subdivision: Status: Closed - Finaled Expiration Date: 07/08/2019 Address: 2511 Gateway Rd Carlsbad, CA 92009-1742 IVR Number: 6536 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 02/08/2018 02/08/2018 BLDG-34 Rough 048227-2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS. Passed BLDG-Building Deficiency As noted on card Yes 02/12/2018 02/12/2018 BLDG-17 Interior 048485.2018 Partial Pass Andy Krogh Reinspection - Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Defiiency Partial walls as noted Yes BLDG-34 Rough 048518.2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes BLDG-44 048517-2018 Partial Pass Andy Krogh Reinspection Incomplete Rough/Ducts/Dampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card . Yes 02/14/2018 02/14/2018 BLDG-34 Rough 048765-2018 Partial Pass Paul Bumette Reinspection Incomplete Electrical Checklist Item . COMMENTS Passed BLDG-Building Deficiency As noted on card Yes BLDG-84 Rough 048757.2018 Partial Pass Paul Burnette . Reinspection Incomplete Combo(14,2434,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes BLDG-14 Yes Frame-Steel-Bolting-Welding • (Decks) BLDG-34 Rough Electrical • Yes 02/22/2018 02/22/2018 BLDG-17 Interior . 049497.2018 Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall - Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial walls as noted • Yes 03/02/2018 03/02/2018 BLDG-17 Interior 050384-2018 Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall • Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial walls as noted Yes February 27, 2019 Page 5 of 13 Permit Type: BLDG-Commercial Application Date: 09/25/2017 Owner: PIVOTAL 650 CALIFORNIA ST LLC Work Class: Tenant Improvement Issue Date: 12/06/2017 Subdivision: Status: Closed - Finaled Expiration Date: 07/08/2019 Address: 2511 Gateway Rd Carlsbad, CA 92009-1742 IVR Number: 6536 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes 01/31/2018 01/31/2018 BLDG-17 Interior 0473834018 Partial Pass Paul Bumette Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial walls as noted on card Yes BLDG-84 Rough 047384-2018 Partial Pass Paul Bumette Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) - BLDG-34 Rough Electrical Yes 02/01/2018 02/01/2018 BLDG-21 047536-2018 Partial Pass Paul Bumette Reinspection Incomplete Underground/Uñderf loor Plumbing Checklist Item COMMENTS Passed BLDG-Buildiig Deficiency No 02/05/2018 02/05/2018 BLDG-17 Interior 047757.2018 Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall L Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial walls as noted on card Yes BLDG-84 Rough 047756-2018 Partial Pass Andy Krogh Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS' Passed BLDG-Building Deficiency As noted on card Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) • BLDG-34 Rough Electrical . • Yes BLDG-85 T-Bar, 047790.2018 Partial Pass Andy Krogh' Reinspection Incomplete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Hardlid first floor Yes BLDG-14 '• • Yes Frame-Steel-Bolting-Welding (Decks) • BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical . • • ' Yes BLDG-44 Yes Rough-Ducts-Dampers • February 27, 2019 - Page 4ofl3 Permit Type: BLDG-Commercial Application Date: 09/25/2017 Owner: PIVOTAL 650 CALIFORNIP ST LLC Work Class: Tenant Improvement Issue Date: 12/06/2017 Subdivision: Status: Closed -Finaled Expiration Date: 07/08/2019 Address: 2511 Gateway Rd Carlsbad, CA 92009-1742 IVR Number: 6536 Scheduled - Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 01/24/2018 01/24/2018 BLDG-17 Interior 046651.2018 Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS 1 Passed BLDG-Building Deficiency Partial high walls at hallways as noted on Yes card BLDG-34 Rough 046649.2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency ' As noted on card Yes BLDG-84 Rough 046650.2018 Partial Pass Andy Krogh . Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes BLDG-14 '.5 Yes Frame-Steel-Bolting-Welding (Decks) S BLDG-34 Rough Electrical Yes 01/26/2018 01/26/2018 BLDG-34 Rough 046972.2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes BLDG-44 046991.2018 Partial Pass Andy Krogh Reinspection Incomplete Rough/Ducts/Dampe - rs Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card - Yes 01/29/2018 01/29/2018 BLDG-17 Interior 047088-2018 Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed S BLDG-Building Deficiency Partial walls as noted on card Yes BLDG-84 Rough 047089.2018 Partial Pass Andy Krogh Reinspection Incomplete . Combo(14,24,34,44) • - S S - Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes BLDG-14 Yes - Frame-Steel-Bolting-Welding - (Decks) BLDG-34 Rough Electrical - S Yes * 01/30/2018 01/30/2018 BLDG-34 Rough • 047253.2018 Partial Pass Paul Burnette Reinspection Incomplete • Electrical - February 27, 2019 Page 3of 13 Permit Type: BLDG-Commercial Application Date: 09/25/2017 Owner: PIVOTAL 650 CALIFORNIA ST LLC Work Class: Tenant Improvement Issue Date: 12/06/2017 Subdivision: Status: Closed-Finaled Expiration Date: 07/08/2019 Address: 2511 Gateway Rd IVR Number: 6536 Carlsbad, CA 92009-1742 Scheduled Actual Date Start Date 'Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete \ Checklist Item COMMENTS Passed - BLDG-Building Deficiency . , No BLDG-17 Interior Lath-Drywall No BLDG-18 Exterior Lath and No Drywall BLDG-23 Gas-Test-Repairs No BLDG-84 Rough 044393-2017 Partial Pass Paul Bumette Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 - No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout . No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers - 01/05/2018 01/05/2018 BLDG-31 045136.2018 Partial Pass - Paul Bumette Reinspection Incomplete Underground/Condu It - Wiring , Checklist Item COMMENTS Passed BLDG-Building Deficiency ( , No BLDG-34 Rough 044964.2018 Partial Pass Paul Bumette Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency S No 01/18/2018 01/18/2018 BLDG-34 Rough 046134-2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 01/2212018 01/22/2018 BLDG-21 046393.2018 Partial Pass Andy Krogh Reinspection Incomplete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency . No BLDG-24 046575.2018 - Partial Pass Andy Krogh Reinspection Incomplete Rough/Topout Checklist Item ' COMMENTS Passed I BLDG-Building Deficiency Second to third floor restroom top out, gas Yes line from exterior of building to third floor...60 psi test, clock test at later date February 27 2019 Page 2 o 13 Permit Type: LL)(i-UommerCIal Application Date: U/b/U1I Owner: l-'IVL) I!L b3U LLIr-UrcINI! I LLL Work Class: Tenant Improvement Issue Date: 12/06/2017 Subdivision: Status: Closed - Finaled Expiration Date: 07/08/2019 Address: 2511 Gateway Rd Carlsbad, CA 92009-1742 lVR Number: 6536 Scheduled Actual Inspection Type Inspection No. inspection Status Primary Inspector Reinspection Complete Date Start Date 11106/2018 BLDG-Final 084932-2019 Passed Andy Krogh Complete Inspection Checklist Item COMMENTS Passed BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes 12/07/2017 12/07/2017 BLDG-34 Rough 042695.2017 Partial Pass Paul Bumette Reinspection Incomplete Electrical - Checklist Item COMMENTS ' Passed BLDG-Building Deficiency No 12/12/2017 12/1212017 BLDG-17 Interior 043113.2017 Partial Pass Paul Bumette ' Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 12/14/2017 12/14/2017 BLDG-34 Rough 043368-2017 Partial Pass Paul Bumette Reinspection incomplete Electrical 12/21/2017 12/21/2017 Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-21 043944.2017 Partial Pass Paul Bumette Reinspection Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency , No BLDG-84 Rough 043916.2017 Partial Pass Paul Bumette Reinspection Combo(I4,24,34,44) Checklist Item - COMMENTS Passed Incomplete Incomplete BLDG-Building Deficiency No BLDG-14 No Fram-SteeI-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No RoughDucts-Dampers 12/26/2017 12126/2017 BLDG-34 Rough 044308-2017 Partial Pass Paul Bumette Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency - No 12/27/2017 12/27/2017 BLDG-82 Drywall, 044392.2017 Partial Pass Paul Bumette Reinspection Incomplete Exterior Lath, Gas - Test, Hot Mop February 27, 2019 Page lofl3 ) ' CITY OF CARLSBAD INSPECTION RECORD Building Division 0 INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB RE( El CALL BEFORE 3:00 Pm FOR NEXT WORK DAY INSPECTION IZ FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: www. Carlsbadca.gov/Building AND CLICK ON "Request Inspection" DATE: t2(o - 17 CBC20I7-0508 2511 GATEWAY RD. VIASAT: BLDG 13 TI, 89.010 SF SHELL TO OFFICE ORD COPY 2132601100 9/25/2017 S CBC20170508 YES NO I IF MARKED "YES'. IT IS REQUIRED PRIOR TO ANY CONSTRUCTION Date Inspector Notes STORM WATER PRECON MEETING REQUIRED 760-602-2725 Allow 48 hours - IF MARKED "YES", IT IS REQUIRED PRIOR To REQUESTING BUILDING FINAL - Fire Prevention 760-60Z-4660 Allow 48 hours Planning/Landscape 760-944-8463 Allow 48hours • CM&I(Englneering Inspections) 760-438-3891 Call before2pm - Type of Inspection Type of Inspection iii:1IJII1IL'[. Date Inspector '#11 FOUNDATION #31 DELECTRICUNDERGROUND Date Inspector DUFER #12 REINFORCED STEEL #34 ROUGH ELECTRIC #66 MASONRY PRE GROUT #33 0 ELECTRIC SERVICE 0 TEMPORARY OGROUT DWALLDRAUIS #35 PHOTOVOLTAIC #10 TILT PANELS #53 ELEC/CONDUIT/WIRING #11 POUR STRIPS #39 FINAL #11 COLUMN FOOTINGS #14 SUBFRAME 0 FLOOR 0 CEILING /4// 47c- #41 UNDERGROUND DUCTS &PIPING #15 ROOF SHEATHING I. .. #44 0 DUCT& PLENUM 0 REF. PIPING #13 EXT. SHEAR PANELS #43 HEAT-AIR COND. SYSTEMS #16 INSULATION #49 FINAL #18 EXTERIOR LATH #17 INTERIOR LATH & DRYWALL #81 UNDERGROUND (11,12,21,31), #51 POOL EXCA/STEEL/BOND/FENCE #82 DRYWALL,EXILATH, GASTES(17,18,23) #55 PREPLASTER/FINAL #83 ROOF SHEATING, EXT SHEAR (13,15) #19 FINAL . #84 FRAME ROUGH COMBO (14,24,34,44) #22 DSEWER&BL/CO, DPI/CO Date Inspector #85 T-Bar(14,24,34,44) #89 FINAL OCCUPANCY (19,29,39,49) / / 4 , #21 UNDERGROUND DWASTE 0 WTR I;1 date Inspector #24 TOPOUT DWASTE DWTR A/S UNDERGROUND VISUAL #27 TUB&SHOWERPAN A/S UNDERGROUND HYDRO #23 OGASTEST DGA$PIPING A/S UNDERGROUND FLUSH #25 WATER HEATER A/S OVERHEAD VISUAL - #28 SOLAR WATER A/S OVERHEAD HYDROSTATICqi i .SjO/i #29 FINAL ' FINAL ',i-el ç)j . CODE 9 STORM WATER F/A ROUGH-IN #600 PRE-CONSTRUCTION MEETING F/AFINAL - 81k'f II ' #603 FOLLOW UP INSPECTION FIXED EXTINGUISHING SYSTEM ROUGH-IN 23. I E I #605 NOTICETO CLEAN FIXED WING SYSTEM HYDROSTATIC TEST 3 f.,4JfJ, I #607 WRITTEN WARNING FIXED EXTINGUISHING SYSTEM FINAl. #609 NOTICE OF VIOLATION MEDICAL GAS PRESSURE TEST #610 VERBALWARNING MEDICAL GAS FINAL REV 7117 SEE BACK FOR SPECIAL NOTES ( Supplier: Superior Mix #: 69P 3/8" Rock Admixture(s): --- Truck#: 234 Mix Temp: 810 Slump: 4 1A" Min in Mixer: 70 Ticket #: 365432 Air Temp: 640 %Air: Wet Unit Wt: W CI-IRiSTIAN WI IEELEft E N C I N E E R I N C COMPRESSI\'Ij STRlLNGI'II 1'ESl' RESUI:rS Job Name: \'iusat Bressi Ranch, Building 13 CWE #: 2170158 Client: Job Address: 2511 Gateway Road, Carlsbad, CA Permit #: CB 2017 0018 Plan File #: Contractor: Whiting-Turner Architect: Smith Consulting Architects Subcontractor: Qual 'I'cch Engineer: Wiseman Roll' Test Location: Roof Mech Equipment Curbs Req. Strength: 5000 psi Date Sampled: 04-24-18 Date Received: 04-27-18 Sampled by: RSR Tested by: NS Sample Type: 4" x 8" concrete cylinder Notes: Sample # Date Tested/Issued Age (days) Dimensions/ Avg. Dia. (in.) Area (sq. in.) Maximum Load (lbs.) Comp. Strength (psi) Fracture Type 3929 05-01-18 7 4.00 12.566 62,360 4,960 4 3930 05-22-18 28 4.00 12.566 84,200 6,700 3 3931 05-22-18 28 4.00 12.566 86,580 6,890 4 3932 05-22-18 28 4.00 12.566 87,770 6,990 6 w ,i cwve L, wyiii Le u' uy we, e pci UI iieu uy I.iristwn vvneeier engineering ri accoroance wirn me appiicaoie .' I IVi manaaras. NO other warranties, express or implied. Distribution: [7 1\' TI hTT ft1T c_ryan. hatch@viasar.com stcphcn.hatch@viasat.com Iames.mcnallvwhiting_rurner.com . • • , i, "I •... c-.r.i Iw.c ,r. iwlwsi PO'i nmck.schmmdtwhmttng-wrner.com "' w'muww dS'Q.,t'w, john.connollvwhiting_wrncr.com ma tr. wicdernciervhinng-turner.com Reviewed by: miki.pi1lmngvhiting-rurner.com City of Carlsbad Suppuer Michael B. Wheeler, RCE #45358 3980 Home Avenue 4 San Diego, CA 92105 619-550-1700 FAX 619-550-1701 w CHRISTIAN WHEELER ENGINEERING FIELD REPORT ProjecrName Via Sat building 13 CWE# 2170158-017 Date: 5/10/18 Page 1 of I Project Address 2511 Gateway Drive Permit# CBC 20160018 Project File # Click here to Contractor Whiting - Turner Architect Smith Consulting Subcontractor SBW Engineer Wiseman & Rohy El Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding Field Welding l-ligh Strength Bolts 0 Non-Destructive Testing 0 Mechanical Anchors 0 Fireproofing 0 Wood/Metal Shear 0 Waterproofing Footing Observation 0 Asphalt Obs/Testing 0 Soil Obs/Testing 0 Roofing 0 Building Envelope 0 Reinforcing Material/Equipment: WI': 4 X 2 to be welded at Existing roof beam. Certified Welder on file, Filler Metal: E7IT-8 FCAW-S Arrived on site, as requested, to provide the following services: Special inspection, Addition of new WI' to bottom of existing beams. See SEOR letter dated May 3, 2018 Subject: VBR B13 Air Compressor Steel. This work of addition of wr 4 X 2 was completed today, two WI' 's were added to underside of two beams using specified welds. There were two splices in each WI' run, splices were Out side of the "prohibited zone" Splices were welded as partial penetration splices. Total of 4 ea. partial penetration welds at splices. W71' sections on each beam were installed in 3 ea. sections. Work and materials were inspected, are completed, and comply with specification. 4 hrs. NOTED DISCREPANCIES - The items noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: NONE NOTICE: Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance with the approved project documents. It should be noted that the work reported as being observed, tested, and opinions expressed are solely for the benefit of our client and that our presence and the services provided do not relieve the contractor from its obligation to meet contractual requirements. SD 237 ICC 1067771 ASNT level 2 Rick Riewer Inspector/Technician Name Certification # inspector/.1 echniclan's Signature Initial Distnl.,urion: turner cnrnc'j'oHne hati rv(5)whitnc-tiirner corn for 'inderson(Thwhitino-hirncr commike ni11ino65)whit-incr-nirner corn Reviewer Name Certification # Reviewers Signature Reviewed Distribution: 3980 Home Avenue 0 San Diego, CA 92105 0 619-550-17000 FAX 619-550-1701 w CHPJSTIAN WHEELER - E N C I N E E ft I N C FIELD REPORT Project Name Via Sat building 13 CWE# 2170158-017 Dare: 5/9/18 Page 1 of ProjectAddress 2511 Gateway Drive Permit# CBC 20160018 Project File# Click here to Contractor Whiting - Turner Architect Smith Consulting Subcontractor SBW Engineer Wiseman & Roby Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding Z Field Welding I-Ugh Strength Bolts 0 Non-Destructive Testing 0 Mechanical Anchors 0 Fireproofing 0 Wood/Metal Shear 0 Waterproofing Footing Observation 0 Asphalt Obs/Testing 0 Soil Obs/Testing 0 Roofing 0 Building Envelope 0 Reinforcing Mawrial/Equipment: WT: 4 X 2 to be welded at Existing roof beam. Certified Welder on file, Filler Metal: E7IT-8 FCAW-S Arrived on site, as requested, to provide the following services: Special inspection, at existing roof beam grid line K WT 4 X 2 is fit up to be welded at underside of W14 X 22 beam wr 4 X 2 was fit in place and tack welded. Welds required are /4" fillet, 2" length at 12" on Center ,both sides of joint. This is work in progress. 3 hrs. NOTED DISCREPANCIES - The items noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: NONE NOTICE: Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance with the approved project documents. It should be noted that the work reported as being observed, tested, and opinions expressed are solely for the benefit of our client and that our presence and the services provided do not relieve the contractor from Its obligation to meet contractual requirements. Rick Riewer Inspector/Technician Name SD 237 ICC 1067771 ASNT Inspector/i echn1c1ans Signature level 2 Certification # Initial Distribution: Stephcn.hatch@viasat.eom;ryan.hatch@viasat.com;nick.schmidtwhitingturner.com;jamcs.mcnallywhiting tiirncr rnrnci-olinc' hartprv)whirinc-tiirnpr crimfon' inderson(Thwhitino-ii,rnrr con,mkc n,llino(Thwhirinc-t,,rnr'r corn Reviewer Name Certification # Reviewers Signature Reviewed Distribution: 3980 Home Avenue 0 San Diego, CA 92105 0 619-550-1700 0 FAX 619-550-1701 Of W CHRiSTIAN WHEELER, FN GIN F l R ING FIELD REPORT Project Name Viasat Bressi Ranch Expansion CWE# 2170158 Date: 2/20/18 Page 1 of I ProjectAddress 2511 Gateway Road, Carlsbad Ca Permit# See report Project File # Contractor Whiting -Turner Architect TPD Subcontractor Borne! Concrete, NGI Engineer Culp & Tanner Reinforced Concrete 0 Pre-Stressed Concrete Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding 0 Field Welding El High Strength Bolts 0 Non-Destructive Testing 0 Mechanical Anchors Fireproofing 0 Wood/Metal Shear 0 Waterproofing El Footing Observation 0 Asphalt Ohs/Testing 0 Soil Obs/Testing 0 Roofing 0 Building Envelope 0 Material/Equipment: Grace Monokote MK6THY, spray pump rig, #9,#8, #5, #4 A706 Grade 60 rebar, Orco mortar type S, 8816 CMU, Cemex 15783135k psi Arrived on site, as requested, to provide the following services: Building 12-A, Permit #CBC 2016-017 Periodic Special Inspection of Spray Applied Fireproofing at Building 12-A third floor for roof framing. Contractor applying Grace Monokote MK6IHY by spraying material mixed with water on substrates, 1" coverage at underside of roof decking, and 7/8", 3,4", 5/8", '/2" at beams and columns. Work in progress in south half of building. Sample thickness verifications at; Grid location specified thickness minimum required average tested thickness thin individual thickness l/A.D Deck 16/16" 12/16" 8/16" 6/16" Fail 4/A.D Deck 16/16" 12/16" 18/16" 13/16" Pass 4/A.0 Beam 12/16" 9/16" 13/16" 9/16" Pass 5/A.D Deck 16/16" 12/16" 11/16" 8/16" Fail Average thicknesses are within tolerances but some individual measurements were thin of material at sides of flutes in decking and on edges of columns. Contractor advised and will apply more material. Work in progress. One sample taken for density testing from beam at 3/A.0 third floor roof framing on 2-19-18 Parking structure #2 permit# CBC 2017-0198: Special Inspection of about 20 CY of Cemex #1578313 5000psi concrete placed by pump at upturned beam gridline C/8-13 on L2 level. Concrete vibrated in forms and smoothed with hand tools. CWE AC! Tech Mike Dunwoody monitored trucks and made one set of 4"x8" cylinder samples made from load one. Parking structure #1 permit# CBC 2016-0049 about 5 CY of Cemex #1577802 3000p5i concrete placed by bucket at stair #2 treads. Concrete smoothed with hand tools. Truck monitored by CWE AC! Tech Mike Dunwoody. One Set of samples made from load. Periodic Special Inspection of placement of 8816 CMU at P-I ground level gridline B.8/1-8 with Orco baged type S mortar mix, mixed in mechanical mixer with clean water for 3-5 minutes, block placed with 3/8" thick head and bed joints. Reinforcing placed as #5V@16" and #4H@24", work in progress. NOTED DISCREPANCIES - The items noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: As noted above NOTICE: Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance with the approved project documents. It should be noted that the work reported as being observed, tested, and opinions expressed are solely for the benefit of our client and that our presence and the services provided do not relieve the contractor from its obligation to meet contractual requirements. Paul M. Winchester San Diego #1145 ICC #84901 ACT 4 #Ol14S2iR Oceancide #S!-00256 Inspector/Technician Name Certification # Inspector/Technician's Signature Initial Distribution: Mike.pilling@whiting-turner.corn; Hatch, Stephen (Contractor) <c_Stephen.Hatch@viasat.com>; Hatch, Ryan (Vendor) <r Rwn Hat hTh)icvi,,it corn> S,-hmidr Nirl,-Srhmirr(i)chirinr,-n,rnpr corn> Shnrrc Swnhrn Reviewer Name Certification # Reviewer's Signature Reviewed Distribution: 3980 Home Avenue + San Diego, CA 92105 + 619-550-1700 + FAX 6 19-5 50-170 1 4 CHIUSTIAN WHEELER. E N C I N E F K I N C FIELD REPORT Project Name Viasat Bressi Ranch Expansion CWE# 2170158 Date: 2/20/18 Page 1 of 1 Project Address 2511 Gateway Road, Carlsbad Ca Permit # See report Project File # Contractor Whiting -Turner Architect iPD Subcontractor Bomel Concrete, NGI Engineer Culp & Tanner Reinforced Concrete 0 Pre-Stressed Concrete Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding 0 Field Welding High Strength Bolts 0 Non-Destructive Testing 0 Mechanical Anchors 0 Fireproofing 0 Wood/Metal Shear 0 Waterproofing Footing Observation 0 Asphalt Obs/Testing 0 Soil Obs/Testing 0 Roofing 0 Building Envelope 0 Material/Equipment: Grace Monokote MK6II-EY, spray pump rig, #9,#8, #5, #4 i706 Grade 60 rebar, Orco mortar type S, 8816 CMU, Cemex 1578313 5k psi Arrived on site, as requested, to provide the following services: Building 12-A, Permit #CBC 2016-017 Periodic Special Inspection of Spray Applied Fireproofing at Building 12-A third floor for roof framing. Contractor applying Grace Monokote MK6 I HY by spraying material mixed with water on substrates, I" coverage at underside of roof decking, and 7/8", 3/4, 5/8", '/z" at beams and columns. Work in progress in south half of building. Sample thickness verifications at; Grid location specified thickness minimum required average tested thickness thin individual thickness l/A.D Deck 16/16" 12/16" 8/16" 6/16" Fail 4/A.D Deck 16/16" 12/16" 18/16" 13/16" Pass 4/A.0 Beam 12/16" 9/16" 13/16" 9/16" Pass 5/A.D Deck 16/16" 12/16" 11/16" 8/16" Fail Average thicknesses are within tolerances but some individual measurements were thin of material at sides of flutes in decking and on edges of columns. Contractor advised and will apply more material. Work in progress. One sample taken for density testing from beam at 3/A.0 third floor roof framing on 2-19-18 Parking structure #2 permit# CBC 2017-0198: Special Inspection of about 20 CY of Cemex #1578313 5000psi concrete placed by pump at upturned beam gridline C/8-13 on L2 level. Concrete vibrated in forms and smoothed with hand tools. CWE ACI Tech Mike Dunwoody monitored trucks and made one set of 4"x8" cylinder samples made from load one. Parking structure #1 permit# CBC 2016-0049 about 5 CY of Cemex #1577802 3000psi concrete placed by bucket at stair #2 treads. Concrete smoothed with hand tools. Truck monitored by CWE ACI Tech Mike Dunwoody. One set of samples made from load. Periodic Special Inspection of placement of 8816 CMU at P-I ground level gridline B.8/1-8 with Orco baged type S mortar mix, mixed in mechanical mixer with clean water for 3-5 minutes, block placed with 3/8" thick head and bed joints. Reinforcing placed as #5V@16" and #41-1@24", work in progress. NOTED DISCREPANCIES - The items noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: As rioted above NOTICE: Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance with the approved project documents. It should be noted that the work reported as being observed, tested, and opinions expressed are solely for the benefit of our client and that our presence and the services provided do not relieve the contractor from its obligation to meet contractual requirements. Paul M. Winchester S2nfliegn#114c lCC#R4901 ACT / #01145218 Oceanside #SI-00256 Inspector/Technician Name C'ertification # Inspector/Technician's Signature Initial Distribution: Mike.pilling@whiting-turner.com; Hatch, Stephen (Contractor) <c_Stephen.Hatch@viasat.com>; Hatch, Ryan (Vendor) <- Ryan I-lac ht)viaar rr,m S,-hmi,-lc Nick <Ni,- cehmiddiBurhitinu-rnrncr rnm Shorec Sr,-r,l,cn Reviewer Name Certification # Reviewer's Signature Reviewed Distribution: 3980 Home Avenue + San Diego, CA 92105 + 619-550-17004 FAX 619-550-1701 CHRISTI AN WHEELER. FNG IN E C Ft. ING FIELD REPORT Project Name Viasat Bressi Ranch Expansion CWE # 2170158 Date: 2/21/18 Page 1 of I Project Address 2511 Gateway Road, Carlsbad Ca Permit# Sec report Project File * Contractor Whiting -Turner Architect TPD Subcontractor Borne! Concrete, NGI, JGM Engineer Culp & Tanner o Reinforced Concrete 0 Pre-Stressed Concrete Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding 0 Field Welding El High Strength Bolts 0 Non-Destructive Testing 0 Mechanical Anchors 0 Fireproofing 0 Wood/Metal Shear El Waterproofing El Footing Observation 0 Asphalt abs/Testing 0 Soil Ohs/Testing 0 Roofing 0 Building Envelope 0 Rebar Mate.rial/Eqwpnient: Grace Monokote MK61 HY, spray pump rig, #9,#8, #5, #4 A706 Grade 60 rebar, Orco mortar type S, 8816 CMU Arrived on site, as requested, to provide the following services: Building 12-A, Permit #CBC 2016-017 Periodic Special Inspection of Spray Applied Fireproofing at Building 12-A third floor for roof framing. Contractor applying Grace Monokote MK6IHY by spraying material mixed with water on substrates, 1" coverage at underside of roof decking, and 7/8", %", 5/811, V2" at beams and columns. Work in progress in North half of building. Sample thickness verifications at; Grid location specified thickness minimum required average tested thickness thinest individual thickness 3/A.B-A.Bl Deck 16/16" 12/16" 18/16" 15/16" Pass 2/A.0 Deck 16/16" 12/16" 19/16" 17/16" Pass 2/A.0 Beam 14/16" 10/16" 16/16" 11/16" Pass 2/A.0 Column 8/16" 6/16" 11/16" 7/16" Pass Parking structure #2 permit# CBC 2017-0198: Periodic Special Inspection of reinforcing steel at gridline 19/C-A on L2 level. Reinforcing placed as shown at plans detail C/S3.45 Parking structure #1 permit# CBC 2016-0049: Periodic Special Inspection of placement of 8816 CMU at P-i ground level gridline 9/B.9-C4 with Orco baged type S mortar mix, mixed by hand in mortar trough with clean water for 3-5 minutes, block placed with 3/8" thick head and bed joints. Reinforcing placed as #5V@16" and #4H@24", work in progress. Existing dowels from beam are #4 bars. CWE Inspector Rick Riewer performed welding inspections- see his report this day for details. CWE Inspector Mike Dunwoody- inspected soils- see his report this day for details NOTED DISCREPANCIES - The items noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: NONE NOTICE: Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance with the approved project documents. It should be noted that the work reported as being observed, tested, and opinions expressed are solely for the benefit of our client and that our presence and the services provided do not relieve the contractor from its obligation to meet contractual requirements. Paul M. Winchester San Diego #1l4S ICC #R490Tl ACT q 2 AVI #01145238 O-,ild- #ST-00256 Inspector/Technician Name Certification # Inspector/Technician's Signature Initial Distribution: Mike.p&Uingwhiting-turner.com; Hatch, Stephen (Contractor) <e_Stephen.Hatch@viasat.com>; Hatch, Ryan (Vendor) <g lvin Rnt.h(i)viicir Srlirlr Nirl, <Ni,-I Srhmirr6iiu,hirjrn,-n,rnpr rrm Shnrec Srr,-,I,rn Reviewer Name Certification * Reviewer's Signature Reviewed Distribution: 3980 Home Avenue + San Diego, CA 92105 + 619-550-1700 + FAX 619-550-1701 ,w. CHRISTIAN WHEELER ENGINEERING FIELD REPORT Project Name ViaSat Building 12 CWE# 2170158017 Date: 2/21/18 Page 1 of I Project Address 2511 Gateway Permit# CBC20166617 Project Fiie# Click hereto Contractor Whiting- Turner Architect Smith Consulting Subcontractor SBW AJ Engineer Wiseman & Rohy, El Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding 0 Field Welding El High Strength Bolts Non-Destructive Testing 0 Mechanical Anchors 0 Fireproofing 0 Wood/Metal Shear 0 Waterproofing o Footing Observation 0 Asphalt Obs/Testing 0 Soil Obs/Testing 0 Roofing 0 Building Envelope 0 Reinforcing MateriaI/Equiment: Structural steel W beams ASTM A992, HSS Tube ASTM A500 grade B, Misc iron, angles ASTM A36 Arrived on site, as requested, to provide the following services: Special Inspection. Certified Welders are on file. Filler Metal: E71T-8 FCAW-S E6022 decking UT unit USM 35 SN 1250C transducer 2.25 mhz. .650" X.750" Calibration check DSC block. Sensitivity corrected to 11W block. Procedure CWE UT 01 rev 0 AWS DI.l clause 6 Reference level 61 db, Perform UT (Ultrasonic test) at CJP welds of OWJ truss 3/4 plate connection ref detail 18 weld sheet S6.6. The plate welded to joist top cord, and CJP welded to wallembed plate at grids B.A.5, B.B and grid 7 Both CJP welds UT ACCEPT. Deck welding at level 3 bridge and balcony. Level 3 balcony and bridge have W 3" vented 20 gauge 36" sheets. Roof decking 1 1/2" B type deck, 18 gauge. Welding is under way as is Delta Drip ar seams at specified pitch. Perform detailed visual inspection at Atrium roof galvanized frame. Found many columns having loose base bolts. Also welds on frames have welds that need dressed with grinder, and cold galv paint applied. SBW foreman said this would be addressed. 4hrs NOTED DISCREPANCIES - The items noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review forapproval: None. NOTICE: Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance with the approved project documents. It should be noted that the work reported as being observed, tested, and opinions expressed are solely for the benefit of our client and that our presence and the services provided do not relieve the contractor from its obligation to meet contractual requirements. Rick Riewer SD 237 ICC 1067771 Inspector/Technician Name Certification # inspector/7 ecnn,c,ans Ignature Initial Distribution: tiirnPr er,n,irihn cnnnnIlv()whitino_nirner rnmrsrn'jjrr hsrr('v(Thwhitlno..fi,rnpr cnn-irAn, sndersnn(I)whit-ino Reviewer Name Certification # Reviewers .)Ignature Reviewed Distribution: 3980 Home Avenue 0 San Diego, CA 92105 0 619-550-1700 0 FAX 619-550-1701 CHIUSTIAN WHEELEft E N C I N E Ii ft I N G FIELD REPORT Project Name ViaSat Building 12 CWE# 2170158-017 Dare: 3/13/18 Page 1 of I ProjecrAddress 2511 Gateway Permit# CBC20160017 Project File # Click here to Contractor Whiting- Turner Architect Smith Consulting Subcontractor QT Engineer Wiseman & Rohy 19 Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding 0 Field Welding El High Strength Bolts 0 Non-Destructive Testing 0 Mechanical Anchors 0 Fireproofing 0 Wood/Metal Shear 0 Waterproofing o Footing Observation 0 Asphalt Obs/Testing 0 Soil Obs/Testing 0 Roofing 0 Building Envelope 0 Reinforcing Material/Equipment Arrived on Site, as requested, to provide the following services: Special Inspection. TI stair near bridges, Stair pans and landings were concreted Mix used was Superior ready mix. 69-P 5000 psi. NOTED DISCREPANCIES - The items noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: None. NOTICE: Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance with the approved project documents. It should be noted that the work reported as being observed, tested, and opinions expressed are solely for the benefit of our client and that our presence and the services provided do not relieve the contractor from Its obligation to meet contractual requirements. Rick Riewer Inspector/Technician Name SD 237 ICC 1067771 Certification # Inspector/7 echnician's Signature InitialDisEnbution: Stephen. hatch@viasat.com;ryan.hatch@viasat.com;n1ck.schmidt@whitingturner.com;james.mcnanywhiring tllrtlpr rcimii-ln cnnnnllyt)whitjncs.i,,rnpr cnmcarnluip hnttfv(2)whitino-t-iirnpr cnmfnn, ndsnn()whirino- Reviewer Name Certification # i(e Vic OFFS Signature Reviewed Distribution: 3980 Home Avenue 0 SanDiego, CA 92105 0 619-550-17000 FAX 619-550-1701 W CHRiSTIAN WHEELER E N C I N C E ft I N C FIELD REPORT Project Name Viasat Bressi Ranch Expansion CWE# 2170158 Date: 3/7/18 Page 1 of 1 ProjectAddress 2511 Gateway Road, Carlsbad Ca Permit # See report Project File # Contractor Whiting -Turner Architect TPD Subcontractor Borne! Concrete, NGI,JGM Engineer Culp & Tanner Reinforced Concrete 0 Pre-Stressed Concrete Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding 0 Field Welding High Strength Bolts 0 Non-Destructive Testing 0 Mechanical Anchors 0 Fireproofing 0 Wood/Metal Shear 0 Waterproofing El Footing Observation 0 Asphalt Obs/Tcsting 0 Soil Obs/Testing 0 Roofing 0 Building Envelope 0 Rebar Material/Equipment: Grace Monokote MK61l-[Y, spray pump rig, 8816 cmu, Robertsons R5250G42 grout ,grout pump, #4,#5,#6, 706-60 rebar Arrived on Site, as requested, to provide the following services: Parking structure #1 permit #CBC 2016-0049: Special Inspection of placement of about 4cy of Robertsons RS250G42 grout placed by pump at LLI and ground level, gridlines l/B.l-B.8 8816 CMU walls to 6' in height with #5V@16", #4H@24", cleanouts installed in first coarse. Cells cleaned and closed with faceshells. Grout consolidated and re-consolidated by electric vibrator, lop course placed and grouted by hand. One set of three 3"x 6" cube samples made from load. Parking structure #2 permit #CBC 2017-0198, #4@1 8"EW reinforcing placed at SOG at about gridlines 1-6/A-C. Reinforcing placed east of 19 line for generator pad, reinforcing placed as #6@1 8"7&B EW for 18" thick slab. Building 12-B, Permit #CBC 2016-017 Periodic Special Inspection of Spray Applied Fireproofing at Building 12-B third floor for roof framing. Contractor applying Grace Monokote MK6 I HY by spraying material mixed with water and accelerator on substrate. Painted beams supporting deck at stair cutout were not fire proofed as nozzleman was awaiting authorization to proceed and procedure to spray over paint. These beams are not shown on approved set of plans. Work in progress. Other CWE inspectors on site; Rick Reiwer, Rafael Rosete, see their reports this day for details. NOTED DISCREPANCIES - The items noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: NONE NOTICE: Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance with the approved project documents. It should be noted that the work reported as being observed, tested, and opinions expressed are solely for the benefit of our client and that our presence and the services provided do not relieve the contractor from its obligation to meet contractual requirements. Paal M. Winchester San Diego #114S ICC #49031 ACT #0114S238 Oceanside #Sl-0026 Inspector/Technician Name Certification # Inspector/Technician's Signature Initial Distribution: Mike.pi1Iingwhiung-turner.com; Hatch, Stephen (Contractor) <c_Stcphen.Hatch@viasat.com>; Hatch, Ryan (Vendor) <c Rn I-la '-l()'iacar ,-r,n-,> Schmidt Njrl, <Ni,-! SchmidrBu,hirinr,-nirner rnm' Shnrc Srrrihen Reviewer Name Certification # Reviewer's Signature Reviewed Distribution: 3980 Home Avenue + San Diego, CA 92105 + 619-550-1700 + FAX 619-550-1701 w CHPJSTIAN WHEELEK E N C I N E E It I N C FIELD REPORT Project Name ViaSat Building 12 CWE# 2170158-017 Date: 3/6/18 Page 1 o 1 ProjectAddress 2511 Gateway Pennit# CBC20160017 Project File # Click here to Contractor Whiting- Turner Architect Smith Consulting Subcontractor SBW Engineer Wiseman & Rohy El Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding 0 Field Welding High Strength Bolts 0 Non-Destructive Testing 0 Mechanical Anchors 0 Fireproofing 0 Wood/Metal Shear 0 Waterproofing Footing Observation 0 Asphalt Obs/Testing 0 Soil Obs/Testing 0 Roofing 0 Building Envelope 0 Reinforcing Material/Equiomenr: Structural steel W beams ASTM A992, l-ISS Tube ASTM A500 grade B, Misc iron, angles ASTM A36 Arrived on site, as requested, to provide the following services: Special Inspection. Level 3 balcony deck. Attachment embeds were installed where required for hand rail attachment. Concrete scheduled for Thursday Mar 8, 2018 2 hrs NOTED DISCREPANCIES - The items noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: None. NOTICE: Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance with the approved project documents. It should be noted that the work reported as being observed, tested, and opinions expressed are solely for the benefit of our client and that our presence and the services provided do not relieve the contractor from its obligation to meet contractual requirements. Rick Riewer Inspector/Technician Name SD 237 ICC 1067771 Certification # Inspector/I echn,c,an's 3ignature Initial Distribution: Stephen.hatch@viasat.com;ryan.hatch@viasat.com;n1ck.sehmidtwhitiflgwrnercom.jamesmcna1lywhiting llirn('r ecimt( n rnnnnllv(Thwhiriniy-tiirnpr cnm'rsrnluir. hst'rrrtwhitine-,rnpr cnmtnm sndirsnn 07 whji-jniy- Reviewer Name Certification # Reviewers 5ignature Reviewed Distribution: 3980 Home Avenue San Diego, CA 92105 619-550-1700 FAX 619-550-1701 CHIUSTIAN WHEELER F N G IN IE E K IN G FIELD REPORT Project Name Viasat Bressi Ranch Expansion CWE# 2170158 Date: 3/8/18 Page 1 of I Project Address 2511 Gateway Road, Carlsbad Ca Permit # See report Project File # Contractor Whiting -Turner Architect TPD Subcontractor Borne! Concrete, NGI Engineer Culp & Tanner Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced 'Masonry 0 Epoxy Anchors 0 Shop Welding 0 Field Welding o High Strength Bolts 0 Non-Destructive Testing 0 Mechanical Anchors Fireproofing 0 Wood/Metal Shear 0 Waterproofing El Footing Observation 0 Asphalt Obs/Testing 0 Soil Obs/Testing 0 Roofing 0 Building Envelope 0 Rebar Material/Eqwpment: Grace ?,lonokotc MK61 I-I's', spray pump rig, #4 706-60 rebar, Cemex 4500psi #1577781, concrete pump Arrived on site, as requested, to provide the following services: Parking structure #2 permit #CBC 2017-0198, #4@18" EW reinforcing placed at SOG at about gridlines 1-6/A-C. About 210 CY of Cemex 4500psi concrete mix #1577781 placed by pump for 5" SOG at about I - 6/A-C. Placed concrete smoothed with engine driven vibrating screed and finished with hand and power trowels. BASF Masterkure ERSO sprayed on slab prior to final finishing. Two sets of 4"x8" cylinder samples made from loads 5 and 2!, slumps 5 'h" and 5 1/2. Building 12-B, Permit #CBC 2016-017 Periodic Special Inspection of Spray Applied Fireproofing at Building 12-B third floor for roof framing. Contractor applying Grace Monokote MK6IHY by spraying material mixed with water and accelerator on substrate. Material too wet to measure thickness or take samples. Work in progress. Other CWE inspectors on site; Rick Reiwer, Rafael Rosete, see their reports this day for details. NOTED DISCREPANCIES - The items noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: NONE NOTICE: Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance with the approved project documents. It should be noted that the work reported as being observed, tested, and opinions expressed are solely for the benefit of our client and that our presence and the services provided do not relieve the contractor from its obligation to meet contractual requirements. Paul M. Winchester San Diego #1145 ICC #849031 AM ) #0114529 Occanside #SI-110256 Inspector/Technician Name certification # Inspector/Technician's Signature Initial Distribution: Mike.piThng@whidng-turner.com; Hatch, Stephen (Contractor) <c_Stephen.Hatch@viasat.com>; Hatch, Ryan (Vendor) <r Pwsn F-jar h()viacar rom' S,-hmidr NjcI S,-hmidt(i),,hirinc-riirnr corn> Shores Srer,hen Reviewer Name Certification # Reviewer's Signature Reviewed Distribution: 3980 Home Avenue + San Diego, CA 92105 + 619-550-1700 + FAX 619-550-1701 W CHRISTIAN WHEELER, F N C I N F F It I N C FIELD REPORT ProjectName ViaSat Building 12 CWE# 2170158-017 Date: 3/8/18 Page 101 1 Project Address 2511 Gateway Permit# CBC20160017 Project File# Click here to Contractor Whiting- Turner Architect Smith Consulting Subcontractor Q'l' Engineer Wiseman & Rohy Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding 0 Field Welding E) High Strength Bolts 0 Non-Destructive Testing 0 Mechanical Anchors 0 Fireproofing 0 Wood/Metal Shear 0 Waterproofing E) Footing Observation 0 Asphalt Obs/Testing 0 Soil Obs/Testing 0 Roofing 0 Building Envelope 0 Reinforcing Matvrial/Equioment: Concrete mix design: 3063046V f 'c= 3000 psi Air entrained, vaporloc Light Weight concrete dupplied by Hanson Arrived on site, as requested, to provide the following services: Special Inspection. Of boom pump placement of 30 cubic yards of the light weight 3000 psi concrete at level 3 balcony deck above Atrium. Concrete placement was observed as in compliance with requirement. W\XIF mesh was pulled up in to slab with hook. Work and materials were satisfactory. Test specimens were made, field testing was performed. 4 hrs NOTED DISCREPANCIES - The items noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: None. NOTICE: Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance with the approved project documents. It should be noted that the work reported as being observed, tested, and opinions expressed are solely for the benefit of our client and that our presence and the services provided do not relieve the contractor from its obligation to meet contractual requirements. Rick Riewer SD 237 ICC 1067771 Inspector/Technician Name Certification # Inspector/1 eclinician's Signature Initial Distribution: Stcphen.hatchviasat.com;ryan.hatchviasat.com;n ck.schmsdt@whitingturner.com;jamcs.mcnallywhiting fI,rnir rnmicl-n rnnnrll'6l)whjtinc-nirnir cnn,esrn' i hsrtr'v(23)whirincs-nirnrr rnmrrsn, sndc'rsnn(Thwhirino_ Reviewer Name Certification # Keviewers Signature Revie wed Distribution: 3980 Home Avenue 0 San Diego, CA 92105 t 619-550-1700 D lAX 619-550-1701 W CHIUSTIAN WHEELER E N C I N E E ft I N C FIELD REPORT Project Name Viasat Bressi Ranch Expansion CWE# 2170158 Date: 3/8/18 Page 1 of I Project Address 2511 Gateway Road, Carlsbad Ca Permit # See report Project File # Contractor Whiting -Turner Architect IPD Subcontractor Bomel Concrete, NGT Engineer Culp & Tanner Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding 0 Field Welding 1-ugh Strength Bolts 0 Non-Destructive Testing 0 Mechanical Anchors Fireproofing 0 Wood/Metal Shear 0 Waterproofing Footing Observation 0 Asphalt Obs/Testing 0 Soil Obs/Tesdng 0 Roofing 0 Building Envelope 0 Rebar Material/Equipment: Grace Monokote MK61 1-lY, spray pump rig, #4 706-60 rebar, Cemex 4500psi #1577781, concrete pump Arrived on site, as requested, to provide the following services: Parking structure #2 permit #CBC 2017-0198, #4@ 18" EW reinforcing placed at SOG at about gridlines 1-6/A-C. About 210 CY of Cemex 4500psi concrete mix #1577781 placed by pump for 5" SOG at about 1- 6/A-C. Placed concrete smoothed with engine driven vibrating screed and finished with hand and power trowels. BASF Masterkure ERSO sprayed on slab prior to final finishing. Two sets of 4"x8" cylinder samples made from loads Sand 21, slumps S 3h" and 5 'A". Building 12-B, Permit #CBC 2016-017 Periodic Special Inspection of Spray Applied Fireproofing at Building 12-B third floor for roof framing. Contractor applying Grace Monokote MK6 I HY by spraying matenal mixed with water and accelerator on substrate. Material too wet to measure thickness or take samples. Work in progress. Other CWE inspectors on site; Rick Reiwer, Rafael Rosete, see their reports this day for details. NOTED DISCREPANCIES - The items noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: NONE NOTICE: Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance with the approved project documents. It should be noted that the work reported as being observed, tested, and opinions expressed are solely for the benefit of our client and that our presence and the services provided do not relieve the contractor from its obligation to meet contractual requirements. Snfliro#fl4S ICC #4903I ACl j I ' #0l1428 Occsncid #ST-0026 Paul M. Winchester f44' .1f Inspector/Technician Name Certification # . Inspector/Technician's Si-nature Initial Distribution: Mike.piJiingwhiting-turner.com; Hatch, Stephen (Contractor) <c_Stephen.Hatch@viasat.com>; Hatch, Ryan (Vendor) <r R,,.n 1-1,,r h(5)viagr rr,m S4,mirlr Nick <NirI Sehmirlt(Bu,hjrinc,-n,rnpr ,-r,m> Shrir,c Srpr,h(n Reviewer Name Certification # Reviewer's Signature Reviewed Distribution: 3980 Home Avenue + San Diego, CA 92105 + 619-550-1700 + FAX 619-550-1701 4 CI-IftiSliAN WHEELEk E N C I N C C K I N C FIELD REPORT Project Name Viasat Bressi Ranch Expansion CWE# 2170158 Date: 3/9/18 Page 1 of 1 ProjectAddress 2511 Gateway Road, Carlsbad Ca Permit # See report Project File # Contractor Whiting -Turner Architect IPD Subcontractor Mincgar Concrete, NGI Engineer Culp & Tanner Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding 0 Field Welding El 1-ligh Strength Bolts 0 Non-Destructive Testing 0 Mechanical Anchors Fireproofing 0 Wood/Metal Shear 0 Waterproofing o Footing Observation 0 Asphalt Ohs/Testing 0 Soil Obs/Testing 0 Roofing 0 Building Envelope 0 Rebar Mate.rial/Eqwpment: Grace Monokote MK611-1Y, spray pump rig, #6 706-60 rcbar, Robertson's 54041 4500 psi concrete Arrived on site, as requested, to provide the following services: Cafe permit #CBC 2017-0309, #6@18" EW T&B reinforcing placed at Emergency Generator pad east of P-2. About 32 CY of Robertson's 4500psi Concrete mix #54041 placed by chute. Concrete vibrated with electric vibrator in forms and smoothed with screed and finished with hand trowels. One Set of 4"x8" cylinder samples made from first load, slump 6 'Ia" Building 12-B, Permit #CBC 2016-017 Periodic Special Inspection of Spray Applied Fireproofing at Building 12-B third floor for roof framing. Contractor applying Grace Monokote MK6 IHY by spraying material mixed with water and accelerator on substrate. Thickness verifications made at beams 1 l/B.D-B.C, and four places between B.D/l I and 12, and at B.D/I 0-Il, and B.C/b -I I. Testing continued at underside of roof deck at B.D/l 1-12, B.C/I 1-12, B.C-B.D/lO-1 I and Column B.C/10. Average thicknesses all were within specifications for required thickness but several places individual thicknesses were less than minimums required. Thin areas were marked with spray paint and will need to be resprayed. Work in progress. One 5"xl0"xl" sample from beam at B.C/lU taken to lab for density testing. NOTED DISCREPANCIES - The items noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: As noted above NOTICE: Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance with the approved project documents. It should he noted that the work reported as being observed, tested, and opinions expressed arc solely for the benefit of our client and that our presence and the services provided do not relieve the contractor from its obligation to meet contractual requirements. -. Paul M. Winchester San Diego #1145 ICC #849031 ACT " .4 - #01145238 Occancid #SI-00756 Inspector/Technician Name Certification # Inspector/Technician's Signature Initial Distribution: Mike.pilling@whidng-turncr.com; Hatch, Stephen (Contractor) <c_Stephen.Hatch@viasat.com>; Hatch, Ryan (Vendor) <c Ruin i-1g i)vir r-r,m> Schmidt Nick <NicI Schmidr()whirinc,_r,,rncr corn> Shnrc Srcnhcn Reviewer Name Cert.ification # Reviewer's Signature Reviewed Distribution: 3980 Home Avenue + San Diego, CA 92105 + 619-550-1700 + FAX 619-550-1701 'Vor — CHRISTIAN WHEELER. E N C I N IE E R I N C FIELD REPORT Project Name Viasat Bressi Ranch Expansion CWE # 2170158 Dare: 3/9/18 Page 1 of 1 Project A ddress 2511 Gateway Road, Carlsbad Ca Permit # See report Project File # Contractor ,. Whiting -Turner Architect TPD Subcontractor Minegar. Concrete, NGI Engineer Culp & Tanner Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced ?.Easonry 0 Epoxy Anchors Cl Shop Welding 0 Field Welding 1-ugh Strength Bolts 0 Non-Destructive Testing 0 Mechanical Anchors Fireproofing 0 Wood/Metal Shear 0 Waterproofing Footing Observation 0 Asphalt Obs/Testing 0 Soil Obs/Testing 0 Roofing 0 Building Envelope 0 Rebar Material/Equipment: Grace Monokote MK61 HY, spray pump rig, #6 706-60 rebar, Robertson's 54041 4500 psi concrete Arrived on site, as requested, to provide the following services: Cafe permit #CBC 2017-0309, #6@l 8" EW T&B reinforcing placed at Emergency Generator pad east of P-2. About 32 CY of Robertson's 4500ps1 Concrete mix #54041 placed by chute. Concrete vibrated with electric vibrator in forms and smoothed with screed and finished with hand trowels. One Set of 4"x8" cylinder samples made from first load, slump 6 '/2". Building 12-B, Permit #CBC 2016-017 Periodic Special Inspection of Spray Applied Fireproofing at Building 12-B third floor for roof framing. Contractor applying Grace Monokote MK6IHY by spraying material mixed with water and accelerator on substrate. Thickness verifications made at beams I l/B.D-B.C, and four places between BOIl I and 12, and at B.DIIO-1 I, and B.C/b -I I. Testing continued at underside of roof deck at B.D/l 1-12, B.C/I 1-12, B.C-B.D/10-1 I and Column B.C/10. Average thicknesses all were within specifications for required thickness but several places individual thicknesses were less than minimums required. Thin areas were marked with spray paint and will need to be resprayed. Work in progress. One 5"xl0"xl" sample from beam at B.C/10 taken to lab for density testing. NOTED DISCREPANCIES - The items noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: As noted above NOTICE: Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance with the approved project documents. It should be noted that the work reported as being observed, tested, and opinions expressed are solely for the benefit of our client and that our presence and the services provided do not relieve the contractor from its obligation to meet contractual requirements. San Diego #1145 ICC #84901 ACT .. ' #01145239 Oceanside #ST-00256 Paul NI. Winchester Inspector/Technician Name Certification # Inspector/Technician's Signature Initial Distribution: Mike.pilhing®whiting-turner.com; Hatch, Stephen (Contractor) <c_Stephen.Hatch@viasat.com>; Hatch, Ryan (Vendor) <,- Rtran F-bar h( viaar rr,m Srhmidr Nirk <Nir Schmidr( ,,hirinonirnpr rr,m Shr,r,c Sri-r,Iarn Revie wer Name Certification # Reviewer's Signature Reviewed Distribution: 3980 Home Avenue + San Diego, CA 92105 + 619-550-1700 + FAX 619-550-1701 W CI-IRiSTIAN WI IEELER. ENCIN EER INC COMPRESSIVE STRENGTH TEST RESULTS Job Name: \'iasat Building 12 CWE #: 2170158-049 Client: Job Address: 2456 Town Garden Road, Carlsbad Permit #: CBC2016-0049 Plan File #: Contractor: \Xfhiting:l'urner Architect: International Parking Design Inc. Subcontractor: Williams & Sons Masonry Engineer: Culp & Tanner Test Location: Parking Garage Electric Room Supplier: Superior Req. Strength: 2000 psi - Mix #: 867-123 Date Sampled: 02-09-18 . Admixture(s): Sika grout aid Date Received: 02-14-18 Truck #: 10 Ticket #: 359397 Sampled by: TG i% Mix Temp: 720 Air Temp: 650 Tested by: NS Slump: 9" % Air: -- Sample Type: Grout 3" x 3" x 6" Min in Mixer: 120 Wet Unit Wt: Notes: Sample # Date Tested/Issued Age (days) Dimensions/ Avg. Dia. (in.) Area (sq. in.) Maximum Load (lbs.) Comp. Strength (psi) Fracture Type 1079 02-16-18 7 3.06 x 3.05 9.33 28,200 3,020 4 1080 03-09-18 28 3.04 x 3.02 9.18 41,540 4,530 3 1081 03-09-18 28 3.05 x 3.04 9.27 41,870 4,520 4 uy ¼IIUUdII vviiee, ryuiiring in decoruerlee witri ne appiicaoie MIM sanaaras. Noother warranties, express or implied. lF- Distribution: I c_ryan.hatch@viasut.com stephen.hatch@viasat.com james.mcnally©whiting-rurner.com nick. sch mid twhiting-wrner.com Iohn.Connolly@\vlliting-rurner.com matt.wicdemcierwhiting-turner.com Reviewed by: mike pdhng Oa vhiting-wrncr corn City of Carlsbad Suppher Michael B. Wheeler, RCE #45358 3980 Home Avenue • San Diego, CA 92105 • 619-550-1700. FAX 619-550-1701 w. CHRISTIAN WHEELER F N G IN E E R ING FIELD REPORT Project Name Viasat Bressi Ranch Expansion CWE# 2170158 Dare: 3/5/18 Page 1 of I Project Address 2511 Gateway Road, Carlsbad Ca Permit # See report Project File # Contractor Whiting -Turner Architect IPD Subcontractor Bomel Concrete, NGI,JGM Engineer Culp & Tanner 0 Reinforced Concrete 0 Pre-Stressed Concrete 1Z Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding 0 Field Welding El High Strength Bolts 0 Non-Destructive Testing 0 Mechanical Anchors Fireproofing 0 Wood/Metal Shear 0 Waterproofing El Footing Observation 0 Asphalt Obs/Testing 0 Soil Obs/Testing 0 Roofing 0 Building Envelope 0 Rebar Material/Equipment. Grace Monokote MK61I-IY, Applied Tech Monokote Accelerator, spray pump rig, ORCO 90# bags concrete mix Arrived on Site, as requested, to provide the following services: Building 12-B, Permit #CBC 2016-017 Periodic Special Inspection of Spray Applied Fireproofing at Building 12-B second floor for third floor framing. Contractor applying Grace Monokote MK61 HY by spraying material mixed with water and accelerator on substrate. Random thickness testing at column B.D/l I and column B.C/I I indicated material thickness was within specifications. Parking structure #1 permit# CBC 2016-0049: Periodic Special Inspection of placement of 8816 CMU at LLl gridlines 8.5/C.7-C.9 and B.8/8 to complete walls to TOW height. Special Inspection of placement of Orco 90# bags of 2000psi concrete mix, meeting UBC 21-B requirements for grout, mixed in mechanical mixer with clean water to the same consistency as mortar, then transported in mortar trough to wall and placed in open cells at gridline B.8/I-8 and 9113.9-C.9, with trowel and hands, packing material into open cells. Face shells at TOW left open for access re-installed with mortar, additional grout material placed in cells from TOW. One set of three 3"x6" cube grout samples made from grout mix being placed at 8.5/C.7-C.9. NOTED DISCREPANCIES - The items noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: NONE NOTICE: Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance with the approved project documents. It should be noted that the work reported as being observed, tested, and opinions expressed are solely for the benefit of our client and that our presence and the services provided do not relieve the - contractor from its obligation to meet contractual requirements. Paul M. Winchester San Diego #1 14S TCC #849031 ACT #0114529 Oceanside#Sl-002S Inspector/Technician Name Certification # Inspector/Technician's Signature Initial Distribution: Mike.pilling@whiting-turner.com; Hatch, Stephen (Contractor) <c_Stephen.Hatch@viasat.com>; Hatch, Ryan (Vendor) <r Rrqn I-1a ih,iaar 1-rim> Srhmi,-lr Nick <Nick SchmirIr()u,hirin,y-nirnpr 1-rim> Shnrcc Srer,hpn 0 Reviewer Name Certification # Reviewer's Signature Reviewed Distribution: 3980 Home Avenue + San Diego, CA 92105 + 619-550-1700 + FAX 619-550-1701 w CHKISTIAN WHEELEK ENGINEERING FIELD REPORT Project Name ViaSat Building 12 CWE # 2170158-017 Date: 3/2/18 Page 1 of I ProjectAddress 2511 Gateway Permit# CBC20160017 Project File # Click here to Contractor Whiting- Turner Architect Smith Consulting Subcontractor SBW Minshew Bro's NGI Engineer Wiseman & Roby El Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding Field Wclding High Strength Bolts 0 Non-Destructive Testing 0 Mechanical Anchors 0 Fireproofing 0 Wood/Metal Shear 0 Waterproofing Footing Observation 0 Asphalt Obs/Tcsting 0 Soil Obs/Tcsting 0 Roofing 0 Building Envelope 0 Reinforcing Mareflai/Eqwoment: Structural steel W beams ASTM A992, HSS Tube ASTM A500 grade B, Misc iron, angles ASTM A36 Arrived on site, as requested, to provide the following services: Special Inspection. Using approved shop drawings, inspect TI stair welded connections to HSs tubes at stair column. Welds are complete, and are visually acceptable to quality requirements of structural welding code. And weld details on Approved shop drawings. At diet opening at line 6 at level 3 bridge ceiling. Existing beam was modified to allow passage of duet. Reference SEOR sketch SK-21 dated 02-09- 2018 RFI 12-100 1R2 response. This work is complete and complies with directives in sketch. 2 hrs NOTED DISCREPANCIES - The items noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: None. NOTICE: Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance with the approved project documents. It should be noted that the work reported as being observed, tested, and opinions expressed are solely for the benefit of our client and that our presence and the services provided do not relieve the contractor from its obligation to meet contractual requirements. Rick Riewer SD 237 ICC 1067771 Inspector/Technician Name Certification # Inspector/i echniclan's signature Initial Distribution: Stephen.hatch@viasat.com;ryan.hatch@viasat.com;nick.sehmidtwhiting-turncr.com;james.menallywhiting- t-,lrnrr 'nn-,,r n rnnnnllr(Thwhirinn-_t,,rner rpmc,rr,l p l-,gnp,r/Ihvl,irinp_n,rnrr rnmrnm ,nrIercan(hnhfrmno_ a Reviewer Name Certification # Keviewer's Signature Reviewed Distribution: 3980 Home Avenue D San Diego, CA 92105 D 619-550-1700 t1 FAX 619-550-1701 w CHRISTIAN WHEELER, E N C I N E E R I N C FIELD REPORT Project Name Viasat Bressi Ranch Expansion CWE # 2170158 Date: 3/5/18 Page 1 of 1 Project Address 2511 Gateway Road, Carlsbad Ca Permit # See report Project File # Contractor Whiting -Turner Architect TPD Subcontractor Bomel Concrete, NGT,JGM Engineer Culp & Tanner El Reinforced Concrete 0 Pre-Stressed Concrete Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding 0 Field Welding 0 High Strength Bolts 0 Non-Destructive Testing 0 Mechanical Anchors 0 Fireprooflng 0 Wood/Metal Shear 0 Waterproofing o Footing Observation 0 Asphalt Obs/Testing 0 Soil Obs/Testing 0 Roofing 0 Building Envelope 0 Rebar Material/Equipment. Grace Monokote MK6IHY, Applied Tech Monokote Accelerator, spray pomp rig, ORCO 90# bags concrete mix Arrived on site, as requested, to provide the following services: Building 12-B, Permit #CBC 2016-017 Periodic Special Inspection of Spray Applied Fireproofing at Building 12-B second floor for third floor framing. Contractor applying Grace Monokote MK6 I HY by spraying material mixed with water and accelerator on substrate. Random thickness testing at column B.D/1 I and column B.C/I I indicated material thickness was within specifications. Parking structure #1 permit# CBC 2016-0049: Periodic Special Inspection of placement of 8816 CMU at LLI gndlines 8.5/C.7-C.9 and B.8/8 to complete walls to TOW height. Special Inspection of placement of Orco 90# bags of 2000psi concrete mix, meeting UBC 21-B requirements for grout, mixed in mechanical mixer with clean water to the same consistency as mortar, then transported in mortar trough to wall and placed in open cells at gridline B.8/1-8 and 9/B.9-C.9, with trowel and hands, packing material into open cells. Face shells at TOW left open for access re-installed with mortar, additional grout material placed in cells from TOW. One set of three 3"x6" cube grout samples made from grout mix being placed at 8.5/C.7-C.9. NOTED DISCREPANCIES - The items noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: NONE NOTICE: Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance with the approved project documents. It should be noted that the work reported as being observed, tested, and opinions expressed are solely for the benefit of our client and that our presence and the services provided do not relieve the contractor from its obligation to meet contractual requirements. Paul M. Winchester San flls'gn #114's ICC #54911T1 ACT - . #01145738 ()r-anside #9I-00256 Inspector/Technician Name Certification # Inspector/Technician's Signature Initial Distribution: ke.png@wung-turner.com; Hatch, Stephen (Contractor) <c_Stephen.Hatch@viasat.com>; Hatch, Ryan (Vendor) <r Rw,,n 14g ',t)viszqr rr,m S,-Ismir1r NirI <N,,-I Srhmidr()uhirin,-nirnpr rr,m Shnrp, SrIwrl Reviewer Name Certification # Reviewer's Signature Reviewed Distribution: 3980 Home Avenue + San Diego, CA 92105 + 619-550-1700 + FAX 619-550-1701 W CHRiSTIAN WHEELER. ENGINEERING PTPIi) REPORT Project Name ViaSat Building 12 CWE# 2170158-017 Date: 3/6/18 Page 1 of I ProjectAddress 2511 Gateway Permit# CBC20160017, Project Fiie# Click hereto Contractor Whiting- Turner Architect Smith Consulting Subcontractor QT TEngineer Wiseman & Rohy El Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding 0 Field Welding o High Strength Bolts 0 Non-Destructive Testing 0 Mechanical Anchors 0 Fireproofing 0 Wood/Metal Shear 0 Waterproofing El Footing Observation 0 Asphalt Obs/Testing 0 Soil Obs/Testing 0 Roofing 0 Building Envelope 0 Reinforcing Material/Equipment: Structural steel W beams ASTM A992, HSS Tube ASTM .A500 grade B, Misc iron, angles ASTM A36 Arrived on site, as requested, to provide the following services: Special Inspection. Level 3 balcony deck at south western end where hand rail to occur. These embed plates, handrail to weld to were set and secured, reference detail 7 sheet S6.4. This deck is ready for concrete. W'SVF mesh is in place. Final cleaning to occur in AM Wednesday. 2hrs 2hrs NOTED DISCREPANCIES - The items noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: None. NOTICE: Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance with the approved project documents. It should be noted that the work reported as being observed, tested, and opinions expressed are solely for the benefit of our client and that our presence and the services provided do not relieve the contractor from its obligation to meet contractual requirements. Rick Riever Inspector/Technician Name SD 237 ICC 1067771 Certification # inspector/7 echnician's Signature Initial Distribution: turner rflflfl,r fl rnnnnllr(iihuhirino_tiirner rnmrsrn' p hsrtpr(5)whirino_nirnpr rnn,rnm ,nrlprenn(i)nhir,nc,_ Reviewer Name Certification # Keviewer's )ignature Reviewed Distribution: 3980 Home Avenue b San Diego, CA 92105 b 619-550-1700 D FAX 6 19-5 50-170 1 EsGil A SAFEbuIttCompany DATE: 11/28/2017 0 APPLICANT JURIS. JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2017-0508 SET: II PROJECT ADDRESS: 2511 Gateway Rd. PROJECT NAME: ViaSat Building 13 T. I. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 111111 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. LII The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. - The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by-&') Email: Mail Telephone Fax In Person REMARKS: By: David Yao Enclosures: EsGil 11 GA Z EJ Z MB LI PC 11/16 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 EsGil A SAFEbuLtCompany DATE: 10/9/2017 D APPLICANT flJURIS. JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2017-0508 SET: I PROJECT ADDRESS: 2511 Gateway Rd. PROJECT NAME: ViaSat Building 13 T. I. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Milos Makaric LI EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Milos Makaric Telephone #: 858-793-4777 Date contacted: (c/ciIti (by--W) Email: milosm@sca-sd.com (!~~Eail =Telephone Fax In Person LII REMARKS: By: David Yao Enclosures: EsGil LI GA Z EJ Z MB LI PC 9/28 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 City of Carlsbad CBC2017-0508 10/9/2017 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK #.: CBC2017-0508 JURISDICTION: City of Carlsbad OCCUPANCY: B, F-1 USE: office, manufacture TYPE OF CONSTRUCTION: JIB ACTUAL AREA: T. I. 89010 sf ALLOWABLE FLOOR AREA: STORIES: 3 HEIGHT: SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 9/25 DATE INITIAL PLAN REVIEW COMPLETED: 10/9/2017 FOREWORD (PLEASE READ): OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 9/28 PLAN REVIEWER: David Yao This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2016 CBC, which adopts the 2015 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad CBC2017-0508 10/9/2017 [DO NOT PAY— THIS IS NOTAN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2017-0508 PREPARED BY: David Yao DATE: 10/9/2017 BUILDING ADDRESS: 2511 Gateway Rd. BUILDING OCCUPANCY: B/F-1 BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI. 89010 per city 4,139855 Air Conditioning Fire Sprinklers TOTAL VALUE 4,139,855 Jurisdiction Code Icb 113y Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: LJ Complete Review Other Repetitive Fee Hourly ..l Repeats LI EsGII Fee I $9,782.11I I $6,358.371 Structural Only Hr. @ * I $5,575.801 Comments: . Sheet 1 of 1 macvalue.doc + City of Carlsbad CBC2017-0508 10/9/2017 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans.and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. A tactile sign stating 'EXIT" and complying with ICC A117.1 shall be provided adjacent to each door to an exit stairway, an exit passageway and the exit discharge. Section 1013.4. Show that the means of egress path will be lighted with at least one foot candle at floor level. Section 1008. Show separate sources of power may be required for exit illumination. Review Section 1008.3. The plans should clearly label the stairs as being either "interior exit access stairways" (Section 1019) or "interior exit stairways" (Section 1023). The stairways locate in the middle of the building are "interior exit access stairways" M. If the stairs are being treated as "interior exit access stairways," then they must be enclosed. Section 1019.3. Exceptions: a) In other than 1-2 or 1-3 occupancies, stairways serving only two stories of a building. It appears to the intension is treat the stairways in the middle of the building connects to two stories only (?). No enclosure required? The stairway from first to second floor cannot have any other unprotected openings that connect to third floor. Please clarify on the plan how do you achieve the requirement? The RISA run for the new revised stairway shows M13-L5x5x5. The plan appears to not show any member is L. Please clarify. Provide calculation to show the new spread footing for the stairway is adequate to support the design load. City of Carlsbad CBC2017-0508 10/9/2017 Please refer to the following corrections for mechanical, plumbing, electrical and energy items. To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: U Yes U No The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil. Thank you. PLUMBING & MECHANICAL COMMENTS PLAN REVIEWER: Eric Jensen ARCHITECTURAL PME ITEMS Explain the CSFD damper locations located on the first floor: How is the rating maintained between the damper and floor? 2. Describe the following locations (As applicable): Room 1-084: UPS room: CBC Table 509: Required separation and manufacturers ventilation. Room 1-086: MDF room: CEC Article 645: Requirements found in 645.4. Return air plenum: CMC 311.3(3): Use of manufacturing locations as a return air source. PLUMBING (2016 CALIFORNIA PLUMBING CODE) Provide the manufacturers installation instructions for the water heater flue and combustion air vent design: Maximum length and number of 90's. All water supply systems that have quick closing valves installed therein (washing machines, flush valve fixtures, etc.) shall have devices installed as close to the fixtures as possible to control the effects of water hammer. Please detail. CPC 609.10 HCD Residential-Not in California. Hot water recirculating loop systems requirements (Not single family homes): Detail the following: City of Carlsbad CBC2017-0508 10/9/2017 The installation of an air release valve on the inlet side of the recirculation pump, within 4' of the pump. MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) 6. Describe the following locations (As applicable): Room 1-084: UPS room: CBC Table 509: Required separation and manufacturers ventilation. . Room 1-086: MDF room: CEC Article 645: Requirements found in 645.4. Return air plenum: CMC 311.3(3): Use of manufacturing locations as a return air source. Include the outside air locations for the rooftop air handlers (Compliance check with CMC 311.3) Note: Review the installation instructions for the boiler make- up/exhaust ducting for locations adjacent to air moving equipment. Review with the Architect the center stairway and the separation required for a three level stairway. If separation is required, review the duct layouts and return air system design. Note: If you have any questions regarding this Plumbing & Mechanical plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Morteza Beheshti ELECTRICAL 2016 (CALIFORNIA ELECTRICAL CODE) Provide a single line diagram for the new service. Include the following information: The Utility fault current available, the equipment labeled (complete with date) with the fault current specification, and the AIC rating for all service overcurrent devices. Specify whether the system design is fully-rated, series rated, or engineered (fault current levels shown throughout the system). 10. Out swinging door(s) equipped with panic hardware is required for doors accessing rooms containing electrical equipment rated 800 amperes or more. CEC1 10.26(C)(3). City of Carlsbad CBC2017-0508 10/9/2017 For buildings that require two or more exits, emergency illumination is required to be installed at exterior exit door landings and/or vestibules. Please provide. CBC 1008.3.2 Emergency illumination is required to be installed in electrical equipment rooms. Please provide. CBC 1008.3.3 Legally required or Optional Standby generator sets require a disconnecting means within sight (50' and visible) of the building or, if not within sight, at the building itself. See CEC 701.12(B)(5) & CEC 702.12(A) Please provide GFI/WP rooftop outlets within 25' of all HVAC equipment. ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) A complete mechanical / Envelop energy plan check will be performed after completed and/or the corrected energy design has been provided. Some Energy forms on plans cannot be read. Demising wall insulation: The insulation installed at demising walls of non- residential buildings shall have a: Wood framed u-factor not greater than 0.099 or metal framed walls u-factor not greater than 0.151. ES 120.7(b)7. Generally, automatic daylighting with multilevel lighting control is required for general lighting in daylit zones. Please provide the locations and control design. ES 130.1(d) Be sure to review the following two exceptions for project applicability: Rooms that do not require automatic daylighting: Rooms with no more than 120 watts of lighting in the skylit and primary sidelit zones combined. Rooms with less than 24 square feet of glazing. 19. Occupancy controls are required to shut off all lighting in: Offices 250 square feet or smaller, multipurpose rooms of less than 1,000 square feet, conference rooms, and classrooms of any size. Not identified on upper level lighting plans. ES 130.1(c)5 Note: If you have any questions regarding this Electrical and Energy plan review list please contact Morteza beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. WISEMAN+ROHY RECEIVED STRUCTURAL ENGINEERS NOV 132017 CITY OF CARLSBAD BUILDING DIVISION SUPPLEMENTAL CALCULATIONS FOR VIASAT BUILDING 13-1.1. CARLSBAD, CA NOVEMBER 9, 2017 W + R JOB #15-079.06 Exp. accisi 9915 Mira Mesa Blvd. Suite 200 San Diego, CA 92131 TEL. (858) 536-5166 WRENGINEERS.COM FAX. (858) 536-5163 C_W, 2.0 I1 0'30 0 E.-Iapa O.ly Sohiio Wiseman + Rohy Structural Enginee SK-1 DM ViaSat Building 13 - Lobby Stair I Nov 7, 2017 at 4:25 PM 15-079.06 ViaSat B13 Lobby Star.r3d C'i Yc&S /c'i 1H1 c'S ,,°-/i Jc-t )\ -'10 - - - y - co 7)y2h) çs 4 - 7/0 - ; j)Y5 0 o W) c sv Sof - 1Icj/ V-r773 ON eor - 0N 111H5 ._ . çj cjj L)3fOdd - Sf33NION3 1VIfli)ilS AHOd + NVW3SIM. A8 LOAD COMBINATIONS 180.040. ASD Attoreotol' Per 2012 IBCI2el3CBC 1005.3.2 0 I. L. S E.W e000lion loll uI vne10rl19.l7Ibl 0.1.1. p...S loon leo, 1.000 lean 1.000 1.000 Eworiun 10.19 p L• 1,3W leap lea, Egoo8. 10.19 p • • ass • 13W lea, 1.000 0,50 j_r 80001100 100 Q • * S. 0 65V 1.000 1.900 1.900 9911 Equaden 10-21 0.1. Sn rho R lana 1.000 1.000 1,000 Enxorionla.22 e.91).,11oE ama Egoullon 10.23 0.070.1.3W 0670 1.300 LOAD COMBINATIONS lB000d on 600 Book); Po,ASCE7.I0I2.4.lA 12.4.2.3}&200l201C 1005.3 0 L L. S E W Egouliox 16.0 D 1.000 Egoulion 180 -0 -L 1.000 1,000 Eqoalion 16.10101 Epunlbe I840lbl 1. S 1.000 1,000 10101 1,000 E.00liorr 18.11161 Rnunflnn 10-1111,1 0.701 • 0.701, a,75L • 075S 1.000 alSo 0,150 1,000 0.730 0.770 00009.. 10.121o1 En,u0,nn 16121b1 OW 7.7541*6 1.10117 1.000 1.000 0.750 Eoouwa 10.13101 0auolioa I6-131b1 000t.0u 16-14 0.751 • 0.701, • a.75W 00,751 • 0,750 • 0,75W 07,751*0.708 • 0.5825 rIm 1.000 0.700 0.700 1.000 0.750 0.100 1,000 0,750 0,750 0.750 0.750 0.563 EmoSop 18-15 0D•W 1600 1,000 Eg,o0n 10.16 0 60.075410 E 10.600 10750 Legend: 0 Dead Load L Floor Live Load I., Root Live Load E Earthquake Load S • Snow Load WISEMAN I ROHY I GRADE BEAM DESIGN I PROJECT: ViaSa 613 T.I. RUCTURAL ENGINEERS CBC2O16/ IBC2015/ASCE 7-10/ACI 318-14 I LOCATION: Stair Footing _ July2017 Version 2.01 I JOB NO: 15-079.06 11/7/2017 16:14:311 SOIL: CONCRETE: Allowable Soil Beaflng 0 45011 psI (not increased) Allowable Increase 1.333 (lot lateral loads in Alt Cases) Use (A)tternaie or(B)asic Load Combos: A Pc z 4 501 ksl pal = 015 (shear) rl. 101) (1.0or11.3) fyo Cl) ksl phI. 0.9 (bending) blended factor = 1.5 d'thickness - 3 in FOOTING: d° 12.0 in Extension at left ° 0 It (to left of first load) Enl005lon at right o 333 It SHEAR IN EXTENSION (not between columns): Length 4.00 ft max extension shear Vu. 9.4 kips phi Vc 58.0 kips distance from Slab to TOP = 0 ft (shear steel not needed) Thickness o 125 It use min steel exceptlon'?(YIN) V ACI 11.5.6.1 exception (a) WIdth. 4 It Shear Reint. Size °lt 3 0.11 in' number of shear steel legs 2 Grade-Beam Volume • 20 on. ft. Vs Reg'd = 0.0 kips I Spaanq = 0.00 in Added DL Surcharge = 000 kit GB Concrete Weight o 0.75 kit (concrete • 150 pcI) BENDING IN EXTENSION (not between columns): Soil Above Weight = 0.00 kit (soil ° ll0Oct) max extension moment ° 17.19 k-ft Total GB Weight 016 kit As 1.93 In: a° 0.10 in Aso 0.32 in2 DSNOSHPD? 7.1 (YIN) I1908A.1.51 flelao 0.825 1.33oAs. 0.43 In' (tQI: For 1-story fight-framed DSNOSHPD buildings, choose NO) 0.757100 balanced 0.0233 As 13.45 In' Alternate Load Combinations: GOOD Longitudinal Bar = 9 11 I 2 85 bars rea,dred Basic Load Combinations: GOOD IG000 (either all basic or all alternate cases roust wait) I V1FRTII.61 I (OAflS fAll ARIN- Dist Load -1 Dist Load -2 Load Load Load Load I Load Load Load Load Distance to: Distance to: 1 2 3 4 5 6 7 8 Slaillklf Endlklps Start End Dist from Load 1 o 0.00 ft 011711 00011 00011 00011 00011 0= 0.00k 0.00k Lo 10.30k 0.00k 0.00k Le o 0.00k 0.00k S. 0.00k 0.00k E(+Isup)x 0.00k 0.00k W(+lgup)n 0.00k 0.00k W by 0.6 and divide B by 1.4) Height Height Above Above BUn. Seismic Seismic Wind Wind - 0.00 0.0 0.0 - 0.00 0.0 0.0 - 0.00 0.0 0.0 -. 0.00 0.0 0.0 - 0.00 #Levels = 1 Moments • 0.0 k.ft I Moments • 0.0 k-h FORCE TOWARD 910111';FORCE TOWARD LEFT; 0.1'. Ro,kL Foolo, Strom .l.,: I, Sowing Max. Min. O.T. RookI. Fool,: Xfron. 0110.0 10 Bowing Max. alto. P001 Mw, Mo... 01 right aunt., Kern? L009th 8.0,109 Bowing Oil? U..,. Mow. of loft 0.stot K.,.? L.nath Bo.,ln, 8.0,1,, OK? 0110.1 (k41) 10111 PoInty (II) till (YIN) (h) (0.1) (501) (k-it) (k-it) 001.01 (II) (II) 10161 (III lk.fl (hot) 13.30 0.0 40.3 h.5, 103 -103 N 0.1 0.73 0.05 0000 0,0 12,9 j,fi3O, 0.67 1,03 N 2.0 2.20 0.00 (1000 13.30 0,0 40,3 100000 3.03 .1,02 N 9.1 073 000 GOOD 0.0 12.9 '11000. aol 1,03 N 2.9 2.20 0100 GOOD 13,30 0.0 40.3 9,0011, 303 .1.03 N 0.1 0.73 0.00 0000 0.0 12.9 irlinS, 0.97 1.03 N 2.9 2.20 0.00 GOOD 13.30 0.0 40.3 krVnito 3.03 .1.03 N 9.1 0.73 0100 GOOD 0.0 12.9 .0.8. 0.97 1.03 N 2.9 2.29 0.00 GOOD 13.30 0.0 40.3 i4.,I10 303 .1.03 N 0.1 0,73 0,00 GOOD 0.0 12.0 lotnilo aOl 1.03 N 2.9 2.26 0.00 GOOD 13.30 010 40,3 9,5,11. 3,03 .1.03 N 0.1 0.73 0.00 0000 0.0 12.6 100*6. 0.97 1.03 N 2.6 2.29 0.00 0000 2.70 0.9 5.4 NIlnIlo 2.00 0.00 Y 4.0 0.17 0.17 GOOD 0.0 0,4 loInS. 2.00 0.00 Y 4.0 0.17 0.17 GOOD 201 0,9 4.0 9,501,. 2.00 000 V 4.0 0,13 0.13 GOOD 0.0 4.0 100.8. 2.00 0.00 V 4,0 013 013 GOOD FORCE TOWARD RIGHT: FORCE TOWARD LEFT; 0.1'. 00,1.1. Foot,: Strom ohu., In Bowing Moo. Ml.. O.T. Roolol. Footo, 0kw, oh,:, to 000rh1e Mo.. UI.. 0007 Mom Mans of rlatrt eonto, Iwo? 10=6th Boorlo, B•onloo OK? Mom. Mo... of loft 000th, K.rn? Lon€ai. B.wlo, Boon,, OK? (k-N) (041) Snioty t91 (0) (1010) (il) (hot) (0.1) (k-li) (kit) Sololy (It) (ii) (116) (9) (501) (5.1) 3.00 0.0 0.0 o00110 2.00 0.00 1' 40 0.10 0.10 0000 0.0 6.0 9,111,0. 2.00 0.00 V 4,0 0.16 0.18 GOOD 13.30 0.0 40.3 105,5. 3.03 .1,03 N 9.1 0.73 0.00 GOOD 00 12.9 109,6. 0.07 1.03 N 2.9 2.29 0.00 0000 3.00 0.0 60 9,11.9. 2.00 0,00 V 4.0 0.19 9,19 0000 00 6.0 100000 2.00 0.00 7 4.0 0.19 0.19 GOOD 3.00 0.0 6,0 11,509. 2.00 0.00 1' 4.0 0.19 0.19 GOOD 0,0 6.0 100*6, 2.00 0.00 V 40 0.16 0.19 0000 10.73 0.0 31.7 10009. 2.06 .0.66 N 0.9 0.60 0.00 GOOD 00 11.2 9,000. 1.04 0.96 N 3.1 1.72 0.00 GOOD 10.73 0.0 31.7 1051.. 2.00 -0.90 N 8.9 0,60 0.00 GOOD 0.0 11,2. 910090 1.04 0,06 N 3.1 1.72 000 GOOD 3.00 0.0 8.0 irOnSo 2.00 0.00 V 4.0 0,19 0.15 0000 0.0 6.0 9,050o 2.00 0.00 V 4.0 0.10 0,10 GOOD 3.00 0.0 9,0 9,0.6, 2.00 0.00 1 4.0 0,19 0,19 0000 0.0 6.0 nOnd. 2.00 0,00 V 4.0 0.16 0.19 GOOD 10.73 00 31.7 nllogo 2.00 -0,00 N 8.9 080 0.00 GOOD 00 11.2 109,6. 1.04 0,06 N 3,1 1.72 0.00 GOOD 10.73 0.0 31.7 .90,9. 2.00 .0.00 N 8.8 080 0.00 0000 0.0 11.2 loinie 1.04 0.96 N 3,1 1.72 0.00 GOOD 10.73 00 31.7 9,tn'8, 2,80 .0.00 N 8,9 060 0.00 GOOD 0.0 11.2 'nO.9. 1.04 006 N 3.1 1.72 0.00 GOOD 1.00 00 3.8 9,8.9. 2.00 0.00 Y 4.0 0.11 0.11 (1000 0.0 3.8 108.11, 2.00 0.00 Y 4,0 0.11 0.11 0000 1.00 1 0.0 36 9,5,5, 2,00 0,00 Y 4.0 0.11 0.11 GOOD 1 00 30 100.0. 200 000 1 40 0.11 0,11 0000 Notes: Ev = 0 per IBC (automata) and ASCE (basic) No loads possible on extensions - model extension past last load Overturning forces (W S B) 80.75 for basic cases per ASCE 12.13,4 This spreadsheet oonsidern both Band Was ASO Uses lowest of 000)10879 case from basic or alternate load cases for Shea: 8 Moment Load • first bad Iron, left after left extension RECEIVED WISEMAN+ROHY STRUCTURAL ENGINEERS N OV 13 2017 CITY OF CARLSBAD BUILDING DIVISION STRUCTURAL CALCULATIONS FOR VIASAT BUILDING 131.1. CARLSBAD, CA SEPTEMBER 25, 2017 W + R JOB #15-079.06 9915 Mira Mesa Blvd. Suite 200 San Diego, CA 92131 TEL. (858) 536-5166 WRENGINEERS.COM FAX. (858) 536-5163 C n- oO WISEMAN+ROHY STRUCTURAL ENGINEERS BY___ ;DATE - PROJECT VASA SHEE T NO. __OF C) JOBNO._ _________ • __ __ &s F )'o P en— sr- -1A. z Loads: BLC 1, Dead Envelope Only Solution Wiseman + Rohy Structural Engin SK-1 DM ViaSat Building 13 - Lobby Stair Sept 25, 2017 at 8:03 AM 15-079.06 ViaSat 813 Lobby Stair.r3d Company : Wiseman + ""Structural Engineers Sept 25, 2017 Designer : DM 8:03 AM Job Number : 15-079.06 Checked By: IIIRISA* Model Name : ViaSat Building 13 - Lobby Stair (Global) Mode! Settings Display Sections for Member Calcs 5 Maxilnternal Séctionsfor Member Calcs 97 Include Shear Deformation? Yes hcreaseNilinqCapacityforWind? Yes Include Warping? Yes - TrãhLôad BtwnIntersectiñgWdod Wall? I Yes Area Load Mesh (in A2) 1144 MereTolerance(in) .12 P-Delta Analysis Tolerance 0.50% ridddeP-Déltafor Walls? Yes . Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration (ft/sec"2) 32.2 IWall;Mesh Size (in) 12 - Eigensolution Convergence Tol.(.1 .E-). 4 - Vertical Axis IY Global Member Orientation Plane fxz Static Solver: - [SpárèAcceltd': Dynamic Solver [Accelerated Solver IHot Rolled Steel Code AlSC 14th(360-10): LRFD No AISC 14th(360-10): ASD Côldt Formed, Steel Code AlSlS100-10: ASO Wood Code AWC NDS-12: ASD :Wood: Temperature 1<100F - Concrete Code ----------- I ACI 318-11 .Masonry Code - - - ACl53011ASD Aluminum Code I M ADM1-10: ASD - Building Number of Shear Regions 14 Region -Spading Increment(ih) .1 4 Biaxial Column Method I Exact Integration Parm.eiBdt6'Factor,(PCA) 11 .65 . Concrete Stress Block Rectangular Use Cracked Sections?. . . Yes Use Cracked Sections Slab? Yes - Bad Framiñg'Warnings? .. No 7 Unused Force Warnings? [Yes Mini Bar Diam. Spacing?. - . INo - Concrete Rebar Set IREBAR SET ASTMA615 ,Min % Steel for" Column- Max % Steel for Column 1 8 RISA-3D Version 15.0.2 [\... \ ... \ ... \Projects\15\15-079.06 ViaSat Bldg 13 Tl\ViaSat B13 Lobby Stair.r3dJ Pagel Company : Wiseman + Rohy Structural Engineers Sept 25, 2017 Designer : DM 8:03 AM Job Number : 15-079.06 Checked By: IIIRISA' Model Name : ViaSat Building 13- Lobby Stair (Global) Model Settings, Continued lSiismic Code I ASCE7-10 Seisrñic Bãsé Elevation (ft) [Not Eñtëred Add Base Weight? Yes CtX .02 - CtZ .02 TX(sec) .Not.Ehteréd'. T Z (sec) I Not Entered RX 13 R 13 Ct Exp. X 1.75 Ct Exp. Z - .75 ISM . 1 SIDS 1 si 1 TL (sec) 15 Risk Cat I i or II Drift Cat I Other pm -z . 1 OmX 1 CdZ. .. 'Cdx 1 RhoZ Rho 1 Hot Rolled Steel Properties I hI ri,n ( ri,i Ith Th.,. Al nh,rt,If v;,,1n,,;1 D, I, ,rL.-1 Df 1 A36Gr.36 29000 I 11154 .3 .65 - .49136 1.5 58 1.2 2 1 A572Gr50 29000 111154 3 65 49 50 11 1 65 1 11 3 A992 29000 11154 I .3 I .65 .49 50 1.1 I 65 1.1 4 A500Gr.42 29000 1 11154 I.3 .65 1 .491 f 42 1.4 58 1.3 5 A500Gr.46 29000 11154 .3 .65 I .49 I 46 1.4 58 I 1.3 Joint Coordinates and Temperatures I .hI V rf+1 v rc+1 7 rc.i rci 1 Ni 0 0 F-5 0 N2 . ..0 -5 3 N6 5 7.25 1 -21.83 0 -N7 .. .0 7.25 .--16.5 1 0 5 N8 5 7.25 -16.5 0 6 N9 . -6.5 7.25 -21.83 0. N10 -6.5 _7.25 165 _0 Nil -15 1 725 -165 0 1 9 N12 -6.5 14.5 -5.25 .J.0 N13 -1.5 14.5 -5.25 1 0 ii N14 5 0 -16.5 0 1i3ii1 N15 -65 -07--7- -165 0 - Joint Boundary Conditions I,,nf I V ruI.,i , ri. I;.-.i 7 rl.,....1 V ...4 ri, , n.., ri. C*I.....41 7 ... ri. .,.......11 Ni Reaction Reacti -on Reaction 2 N2 I Reaction . Reaction I - . I Reaction 3 N13 Reaction Reaction Reaction I Reaction I [4, N12 . . Reaction . I Reaction, I Reaction t ' ' Reaction- RISA-3D Version 15.0.2 \...\..l..\Projects\15\15-079.06 ViaSat Bldg 13 Tl\ViaSat B13 Lobby Stair.r3d] Page 2 Company : Wiseman + ""Structural Engineers Sept 25, 2017 Designer : DM 8:03 AM Job Number : 15-079.06 Checked By: 111RISA' Model Name : ViaSat Building 13 - Lobby Stair Joint Boundary Conditions (Continued) mint I akat V rL.Ii..,i - V tl.L...1 , n.,:.., 5/ fl...s ft. Cid_...,.fl 5 N14 Reaction I Reaction Reaction 6 N15 Reaction Reaction Reaction 7 N6 Reaction Nil 9 Nb I I. I_Reaction I Member Primary Data Ih.1 I mini I Iasin+ V I,',in* O+.,ê,,/..1..,...S ........ r,..:...... :... "_s__,_, 1 Ml N2 N8 StnnQers Beam Tube A500 Gr. 46 TypicaI M2 N8 N6 Stringers Beam Tube A500 Gr.46 Typical 3 M3 Ni N7 Stringers Beam Tube 4500 Gr.46 Typical _L. M5 . N9 N1O Stringers 'Beam I Tube 1A500 Gr.46 Typicàl M6 NlO N12 Stringers Beam Tube Gr46 _1A500 _TypjcaL _ M7 Nil -N13 Stninaers Beam I Tube IA500Gr.46 Typical 7 -M8 N8 Nb - Beam Beam Tube I A500 Gr.46 TvDical 8 M9 N6. N9 Stringèrs Bean Tube A500 Gr.46 Typical 9 M10 N14 N8 Column 2 Columnl Tube A500 Gr.461 Typical -J. Mu N1O N15 - I Column iColumhl _2 Tube A500 Gr.46 Typical 11 M13 I N15 N8 I Brace 2 jHBrace1SinglP Angie A500 Gr.46 ._Iypical Member Advanced Data Iz1hal I PøIcca I DaIaa.a I (cif...1 I lii Ml 1 BenPIN ______ Yes None IM2 }________ BenPIN ' ' ' Yes 1 None 3 M3 I BenPIN Yes None M5 j BenPlN I_. .1 Yes None 5 M6 BenPIN Yes None '6 M7 I BenPIN- BenPlN.. ." Yes None 7 M8 BenPIN BenPIN Yes None M9 1_BènPlN BehPlN' , Yes 1- None H9 Mb BenPIN BenPIN Yes None —0 Mu BenPIN BénPIN -. Yes None Li.t.. M13 BenPIN I BenPIN 1 j Yes None — Hot Rolled Steel Design Parameters I haI k,na I anntkff+i I i.. ... rcel I t......rc,1 I .....r ___ .._.r,,___. i.[ Ml Stringers 13.59 - Lbw L Lateral .j M2 Stringe's__533 w Lb Lateral 3 M3 Stringers 13.5951 Lbw Lateral 4 M5 Stringers] 5.33 1 Lbyy . Lateral 5 M6 I Stringers 13.384 Lbw - Lateral M7 I Stringers 13.384 ____ Lbyy. [ Lateral. 7 M8 Beam 11.5 _____ Lbvy I Lateral 18 M9 Stringers 11.5 '. I . Lwy, Lateral 9 M10 column _2 1 7.25T Lbw _..._j_.ateral 1-0-Amu tcolumn_2-' 7.25, —Lbyy I . I_Lateral ii M13 I Brace _2 113.5951 I. Lbyy I . L.ateral RlSA-31D Version 15.0.2 [\ ... \ ... \ ... \Projects\1 5\15-079.06 ViaSat Bldg 13 Tl\ViaSat Bi 3 Lobby Stair.r3d] Page 3 Company : Wiseman + ""Structural Engineers Sept 25, 2017 Designer : DM 8:03 AM Job Number : 15-079.06 Checked By: 111RISA Model Name : ViaSat Building 13- Lobby Stair Member Area Loads (BLC I : Dead) I,,lnf A I,,,nf R (' r ,*.._.. R4.........:,. .4...r......g, 1 N8 N2 Ni - N7 Y B-C 2 N10 N9 N6 Na Y I A-B -33.6 3 NlO Nil I N13 N12 I_Y I A-B -33.6 Member Area Loads (BLC 2: Live) ------------------------------------- 1 N8 N2 Ni N7 Y B-C -100 2 .N1O N9 N6 N8. .Y I A-B -100 3 N10 Nil N13 N12 Y I A-B -100 Member Area Loads (BLC 3: EQ X) Member Area Loads (BLC 4: EQ Z) Basic Load Cases 1 1 Dead DL -1 Live LL 1 1 1_1 3 3 EQX ELX -1 I 2 .4_ EQZ ELZ -- -1 1 2 5 BLC 1Transient.4 None 6 6 BLC2Transiëht.j _None___. - 1 -6 7 BLC3Transient..1 None 4 _____ 8 _BLC4TransièntJ_ - ___________-None _________ _Load Combinations flc,'r:nf:nn DrII+.,CDCCOIC 1 IBC 16-1 Yes YJ1it4j___ I_I ill _.2..._1 IBC162(a) __Yes _ _1...1.2.12 16LLS'16 I 3 IBC16-5(a) Yes XJ_ _1_ 1.2 3 2 1.5 L..[ij 1 1 - _4__- yes Y 1 112 3 _62 5 IBC 16-5-(b) Yes Y _l J 1.2 4 _.60E_2 .5 L..1 1 1 1 1 1 + j Yes ii_Ii2]i 4 - __62 1..LI_Ti::IT_Iiic__ 7 IBC16-7(a) Yes Y 1 1 .9 3 8 Yes Y 1 .9 _.60 3 9 IBC 16-7(b) Yes Y 1 .9 .600 1 10 Yes _Y_ - _i_._.9.._ .A±L_. - _1_ L_ Ii DeadLoad J Y 1 1 1 I - - - - - - - - - 12 Live Load 1 V 1 !2.1 I 13 Dead + Live Load Y 1 I 1 1 j jj -_ELX(Neg)iij 6It T1f _ 15 ELX(Pos) Y 3 .606 1 161_ELZ(Neci) I Y 4 6061 17 1 ELZ(Pos) I Y[ 4 06 RISA-30 Version 15.0.2 [\...\...\... \Projects\i 5\1 5-079.06 ViaSat Bldg 13 TlViaSat B13 Lobby Stair.r3d] Page 4 Company : Wiseman + Rohy Structural Engineers Sept 25, 2017 Designer : DM 8:03 AM IIIRISA' Job Number : 15-079.06 Checked By: Model Name : ViaSat Building 13- Lobby Stair Envelope Joint Reactions Ir,int V riKi I C V FIki I (S 7 rlki I t' PIV F16 41 I. I" F,1V rlk 41 I I" rr7 FR.. 41 1 1- 1 Ni Elmin maxl100.694 3 3347.14 12' 0 ii 0 1 0 2 0 1 2 -63.439 8 599558 10 0 _1 0 1 Th 6 0 1 1 3 N2 - max 92.939 1 3 2189.755 2 0 _1 0 1 0 10 3 4 __ nun -92959 1 4 304168 1O L0 -1-1 1 0 1 0 1 0 1 8 5 N13 max 432.13 21 3 3766.903 5 3647.0991 5 0 1 1 0 2 0 1 6 1 mm -'432.139T 4 -1393 971 iol 3611 38616 0 1 0 9 0 _i_ 7 N12 max 432.1261 7 2056.465 2 1352.467 9 0 - 0 4 0 _1_ 8 mm -432.1161 81- 323.031 8 -3901726 0 1 0 _7_ 0 1_1_ 9 N14 max 25.099 7 1 15532.063 2 72.428 2 0 1 0 1 0 24624 8 1217774 LL.. -104321101 0 1 0 i_i_ 0 11 1 N15 2984.721 7 15514.301 2 68.507 5 0 1 0 _1 0 1 1 12 mm 3023499 .._.4_ 1221'.36 18 1. -68.274,11-1 0 0 If 0 I_i -77-6-1 1 13 N6 max 0 1 0 i 0 1 .0 1... 0 1 0. I 1 Ji min 0 DI C 10 lEo Iio iofl 15 N10 max 0 1 0 1 0 1 1 I 0 1 4552.4881 8 0 1 1 Hmin "ü tI1 1 0 1ji 0 r552A88L3 O 1 I 17 Totals: m axI 4050.815 1 7 I 42151.951 1 2 4050.815 9 _ mm -4050.815 4t 8071.562 10-4050.81516. 1 ______ -_- -4- Envelope Joint Displacements mint V r....1 I C V r..., I C' .7 r..a I 1 Ni ImaxI 0 8j 0 1 1014142 1 0 1 01I3245e03 0 3j01 1_-026 ~9::j 0 T .1 - 0 12 -1.184e-03 9 3 N2 maxi 0 4 0 110 .452 6 0 1 i.5e-02 3 0 8 4 min 1, 0 3 0 2 -175 9 1 0 1 1 1 -1.489e-02,8 0, 5 N6 max .25 4 1 -.033 9 .446 1 6 1 1 1 1 0 1 7.026e-03 6 rrnn 1 2244 17 1 -.201 2 - 176 1 9 j 0 1 1 -7.095e-03 3 7 N7 max .013 4 1 -.004 9 .235 1 2 11.587e-041 9 1 .74e-03 9 1.33e-03 2 min -.007 ..L -.285 .2 -.0-, 9 -4.612e-'04 1 6 1 -3.607e-03 6 -8.69e-'05 9 N8 rn .013 4 -.001 7 .446 6 -1.887e-04f 9 3.743e-03 7 7.026e-03 8 Lick. ma -.007 .1. -.014 .21 -.176 9 1.3696-03 , J -3.743e-03 4 -7.095e-03 . 11 N9 max .249 4 -.037 10 .01 2 0 1 0 1 5.29e-03 3 Ii 2 min E - 243 7 --.208 - 2 001 __1 0 j... 0 j 5221 e-03 8 13 1 N10 maxj .014 4 -.002 1 9 [ .01 1 2 1 -2.283e-04 1 10 0 3 5.29e-03 3 _14_ min I_-008 .L. -014 1 2 J 001 1..9 -148e-03 .2... 0 8 5221e03 8 15I Nil max! .014 4 -.002 9 .183 .1 2 3.371e-05 9 1.018e-03 9 -6.95e-05 9 16 mm -_008 7 -_285 2 1 -_0021 9 -6_534e_04 2 2917e-03 I 6 1_311 e-03 2 17 N12 max 0 1 8 0 8 0 6 0 1 0 7 1 5.29e-03 1 3 J.&. min 0 i. 0 1 0 . 0 0 5221 e_03 8 19 N13 max j0 1 4 0 110 0 1 6 1 0 1 I 0 9 5.867e-04 9 20 mm__F_0 3 0 ._5 0 E_0 .j. 0 2 -3.156é-3 1 2 21 N14 max 0 8 1 0 7 j 0 101 0 6 3.743e-03 i_ 0 f 7 .22. r:flin__oT 0 _::_o 1 2_0t..9. -3.743e-03 4 01 23 N15 max!0 4 0I_8 0 0 3 0 1 1 24 minI_0 iJo_12 0 5J 10I2.085e-03_7 -3 059e-03_4 0 L.&1 0 11 Envelope Member Section Forces Mmhcir so,. Ai#i,I1Ik1 I C .,Ck.-..4Ik1 I C' .. ...JI61 I t' 41 I 1 Ml _1 _max 1167198 2 1852.293 2 min 162486 10 257729 10 -9293 18 0 __1 _0 j.J 3 I2 _max 211.029' 2 334.66 2 46.465 I 7 0 _1 _236.877 7 _1 ___0 1 -449.494 IQJ 4 mm -50.647 10 6.784 ho -46.465J8 1_0 8 _-3716.338_2 5 3 max -21.908 9 -209.005 9 0 I 1 0 1 1 _1 __-236:877'. 315.836 I 7 I -46.114 110 RISA-31D Version 15.0.2 [\ ... \ ... \ ... \Projects\1 5\15-079.06 ViaSat Bldg 13 Tl\ViaSat Bi 3 Lobby Stair.r3d] Page '5 Company : Wiseman + Rohy Structural Engineers Sept 25, 2017 SA : DM 8:03 AM Job Number : 15-079.06 Checked By: IIIRI Model Name : ViaSat Building 13 - Lobby Stair Envelope Member Section Forces (Continued) ir' it' k,..,..flk1 if' if' if' if' liñl -74574 2 1-1182.9732 0 ii 0 1 -315.836 4 -2274.78J 7 4 max -156.429 9 -495.106 10 46.465 4 0 1 1236.877 7 4324.674 .2.. 8 Irnio -17025081 2 -27006072 -46465 .1. 0 ..1 . -236877 ....8 599035 9 • 5 Imax -290.949 I 9 -746.052 10 92.93 4 0 _1 - 0 1 16082.02a 2 10. _Jrnin. -26-59.9,-77 2 -42182412 -9293 13 0 j_i 0 _1_ 2841 332 .1 11 M2 1 1 Imax 463.498 10 3369.6171 2 36.435 ..3 0 _1 - 0 _1 - 17575.508 2 12 - 1imu -463 498 5 688 156 9 -36,435 , 4 0 - 1 0 _1 3379.4621 9 13 2 Imax 445.28 10 3333.5431 2 18.217 3 0 _1 36.412 1 3 113109.528 2 14 Imin 44528 5 16611101 19 1 -18217 4 0 1 -36412 1..4 2480519 9 15 3 427.063 110 3297.469 2 0 1 0 1 48.549 3 8691.617 2 ii. ±max L 1 6341-045 9 -0 1 0 _1 -48 549 4 11617.628' 9 - 17 4 'max 408.845 10 1 3261.39512 18.217 4 0 1 36.412 3 4321.774 A8 r min -408.8451 5 60699 1..9. -18.217 7 0 _1 1 -36.412 .4_ 790.788, 1. 19j .5 max 390.628 i0.3225.322 .36.435. 4 0. 1 0- 1 0 . 1 20.1 mm -390.628 1 5 ['57,9.934 9 1 -36 435 7 0 _1_1 0 _1 0 _1_ 21 M3 1 Imax 1785.0331 2 12831.16612 1 100.692 I-3 -0 1_ 0 1 0 _1_ 22 j 1mm 319745 10 507.104 1101 -63437 1 8 - - 1 0 _1_1 0 1 1 0 _1_ 23 -. 2 _maxi 828.264 1 2 1313.5331 2 1 90.395 1 6 1 0 _1_1 307.221 6 -1236.122 9 24 min 106.612 110 213.458 9 -51_726 19E_0 _1_ -175798 L -7043.178 2 25 3 Imax 54.977 1 9 5.213 110 90.395 16 1 0 _1_ 614.442 ..6 1-1450.936 ...9... 26 1mm 144396 6 -204101 1 2 r-51726 L9 0 _1_ -351596 9-892846112 27. 4 Imaxi -79.543 9 -245.732 10 93.074 j4 0 1.. 921.3 66 -644.44 j 28 - Imin 1-1095.274, 2 -1721 734 2 -55 593 j7 o--- _1. _ -527 393 9 -5655.848 ..2 .29... 5 max -214.064 9 1-496.677 10 139.539 4 0 _1 1228.884 6 2774.661 2 30 Imin -2042.0.43 2 1-3239 367 2 -102 058 7 0 _1 1-703.1791T -9 -70.873 .iL 31 1 M5 1 ImaxI 390.628 1 6 -579.851 191 817.691 3 0 _1 0 1 0 -Imin -390628 9 L3225321817601 .... Li... 0 Li. 33 2 max 408.845 6 -606.9071 9 835.908 31 0 I_1.1 1101.71 3 14321.774 2 34 mm -408845 I 9 t-32611'30 2 -835908j8j Oi _1 -110171 .... 790678 .1 _35 . .. 3 max 427.063 6 -633.9621 9 854.125 131 0 1 2227.695 3 8691.617 2 36 min J27 063 9 -3297,46912 -854.125 1 8 0 _1 -2227.695 1. 1617 407 .1 37 1 4 max I 445.28 6 -661.0181 9 872.343 3 0 1 13377.954 3 13109.5281 2 I min l[ -445.28-, 9 -3333:54.31 2 -872.343 8 0 J 1-3377.954 8. 2480.'l 88 .1 39 1 5 max I 463.498 1 6 -688.074 1 9 890.56 3 0 1 14552.488 3 17575.508 1 2 40 1 - iii rnin.1-463 498 9 -3369.617i 2 -890 56 18 1 0 1 -4552_488 ...& 337902 9.. 41 M6 1 max 12748.961 2 4186.753 2 432.132 4 0 Ii 0 1 116294.332 2 42 1mm 99296Ho 509637 9 -43213213 0 _1 0 .1.._ 2733784.1 .2Imax 1792.192 2 12702.112 2 216.066 4 0 . _1 1084.416 8 4769.468 2 44 Imin 107089 10 356949 9 -216066 3-1 -- _1_i_ -10844163 695.405 1.0 45 3 _max 835.423 1 2 12117.4711 2j 0 1 1 0 1_1_ 1445.888 ...4. 345.124 .1. 46 min 114.881 110 204261 191 0 1 1 0 _1_-1445888-1787875 ..4.LI_,. 4 _max 122.673 10 51.574 9 216.066[3 0 1 1084.416 4 -82.88 9 411 Immn -13608 L 5 -267171 1, 2 -21606614 0 _1_-1084416-3377698 5 ImaxI 130.4651101-101.114 1 9 432.132 1 31 0 1,1_1 0 ..l_ 0 j_ 50 1min-1078__11512 1-1751_81?2 -432_132 4.. 0 _i_1 ____0 _1_ 0 .1.. 511 M7 1 ImaxI4339.09616 2969.2831 2 432.132 1 4 1 0 1 _1 0 1 0 1 152 I 1 mm -3068.6451, 9 306.376 i..9.1 -432_132T31 0 1 _1 0 _1 0 j... - 2ImaxI4062.384L... 1484.64112 216.066141 0 _1. 1084.416 4 -766.326 .1. 4.J 1mmnt-3424og11g1 152688 9 -216066131 0 _1 -1084416 3 -7451__281 2 55 3_max13785.67116 0 ii 0 111 0 1445.888 _4 -1021.768iii 56 mm_1-3826_2811_5 0 ii 0__--A ii 0_- _1 -1445.888.3 -9935041 .2.. 57 .-- 4 _max13761.359 10 -152.688 91 216.066 13f_0 1 1084.416 4 -766.326 9.. 58 min! -4466.232 5 -14M641i 2 i216.O6614i0 1 -1084.416 3 17451.281 2 1 5 I max l3769.151 101-305.376 1 9 432.132 13 0 11_0 1 10 1 60 1mm -5106182 5t-29692832 -432.1321 4 71 0 1.t1_0 J 1 0 .1 611 M8 1 max 2757.538 4 16952.2991 21 722.103 1 5 11493.485 1 0 Ii 1 0 62 I ImmnI-2719091171436327 j -7615951V62831 1i 0 111 0 ..J... RISA-30 Version 15.0.2 [\..\...\... \Projects\15\15-079.06 ViaSat Bldg 13 TI\ViaSat B13 Lobby Stair.r3dJ Page 6 Company : Wiseman + Rohy Structural Engineers Sept 25, 2017 Designer : DM 8:03 AM IluRisA Job Number : 15-079.06 Checked By: Model Name : ViaSat Building 13 - Lobby Stair Envelope Member Section Forces (Continued) Mc.mhc.r c..r Av.Irlh1 I (' u Ch-flKI I (' , Qk,1lk1 I ' T,s,.. .Ikç+1 I f' I C' -, - 63 1 2 Imax 2548.Y5-21-4 5312.168 2 1 931.29 1 1 1493.485! 2 2376.767 5 -807.824 9 64 mm -2509 905! 7 125 654 9 :970781 6 62 831 ilO -2490307 1. 17630047 2 65 3 max 12199.631 4 812.223 10 1326.3951 5 133.704 10 15084.578 5 1 174.657 9 6. - minL2198.859 3 -941.739 5 1365.4331 6 -1281.176 .2_ -4720.049 10 -28098.705 2 .67 4 max 11558.319 4 213.716 I 9 11175.8481 10 133.704 10 13285.162 5 1 167.864 9 68 I mm 1-1557.5W 3 -5350 i27[2 -1247 2531 5 -1281.176 2 JW79.873 IQ 1 -17739.1791_2_ 69 5 max 1349.132 4 1 -96.957 9 966.661 10 133.704 10 0 1_1 0 _1_ 70 1mm -1348 35 31-6990258 2 1038 066 5-1281 176 2 0 _i_[0 _1_ 71 1 M9 1 maxI 36.437 13 3225.32 2 390.628 61 0 1 0 1 0 _1.. miii -36434 181 58014 10 -390628 5 1 10 1 0 _1_ 0 _1_ 73 2 max 231.751 13 1 1612.66 1 2 195.314 __6T 0 _1 842.291 6 -1250.9281 10 74 min -23174818 1 29007 110 1 -19531415 0 _1 -84229115 1-6954597 2 75 3 Imax 427.065 3 0 1 0 j 1 0 _1. 1123.055 6 -1667.904) 10 76 - mmii -427.062 81_0 1 0 Ii 0 1 1-1123.0551..5.1-9272.796 2 77 4 Imax 622.379 1 3 1--2-9-6-6-77-7 195.314 5 0 _1 1842.291 6!-125O.928 10 78 mm .-622.376 8 1-16112.661 2 -195 3141 6 0 _1 1-842.291 1-6954.597 .2 79 __________ 5 'max 817.693 3 -580.14 7 390.628 5 0 1 Q 1 1 0 11 pj -817.69 1. 8 -3225 32 1 -390.6281 - 0 1.1 - 0 _1 1 0 I 81 1 M10 1 ImaxI 15532.063 1 2 25.191 I 4 25.191 1 9 0 _1 0 ii 0 1 _ 82 1 llTlhfl 1217774 7 _;2_5.191 1i 1 -2591 6 0 _1 0 :1 1 83 1 2jmax 15507.121 1 2 12.595 4 1_12.595 1 9 0 - - 34.244 9 1 34.244 7 84 1mm 1199068 7 -12595 J71_-12595 1 6 1 0 1 -34244 6 -34244 ..4_ 85 1 3 max 15482.18 2 1 0 ii 0 1 0 1 45.659 9 45.659 7 86 min 1180361 7 0 _1 1 0 1 1 J 0 1 45659 1 6 -45659 4 87 1 4 Imax 15457.238 1 2 12.595 1 3 12.595 1 101 0 1 34.244 1 9 1 34.244 7 88 1 I mm 1'f61!6551_7_1 -12.5§6_14_8 -1-2.595 I 51 0 1 -34_244 T 6 1 -34_244 4 89 5 _max _15432.297 1 2 25.191 13 25.191 f10 0 i 0 1 T1 0 go I min 1142.949t- 71-25191 1 8 -25191 i5 -0 1 1 0 11 91 1 Mu i max 15368.321 21 25.191 1 8 25.191 1 10 0 1_1. 0 1... 0 1. 92 !:J1721447 9 -25191 3 -25191 5 0 1_i 0 1j_1 0 1 93 1 2 1 max) 15393.262 _2 1 8 1 12.595 10 0 _1_ 34.244 1 10 34.244 13 94-1-77- min f1740_153!_9 1 -12595 3 1 -12595 5 1 0 _1_ -3424415)_-34244 i8. 95 3 Imax 15418.203 0 1 0 1 0 _1 _ 45.659 11 0 45.659 3 - min 1758.859_9 _2 OH 1 11.0_. 1 0 1.1 -45.65915 1 -45.659 8 97 4 1 max 15443.145 2 1 12.595 1 7 1 12.595 1 9 0 1 1 34.244 101 34.244 1 3 min 11777565____9 1-12595 1 41-12595 6 0 1.1 -34244 5 1 -34244 8 5 -max 115468.086 _2 25.191 7 25.191 9 0 _1_ 0 _1 0 1_ 100 mm__1796271__9 -25191 4 -25191 6 0 1_ 0 _1..1 0 1_ 101 1 M13 1 _max_3518.5341 7 1 95.029 4 1 43.031 1 9 0 _1_1 0 1 0 1 102 Imun _-3485743__4 1 31.112 7 43031 6 0 1 _1 0 _1 0 j. 103 47.515--4 21.515 9 0 _i.i 207.478 57 -19.88 9 104 I mm___ 2 _max_3483.2937 -3490_264_4 _1 15_556 7 -21_515 7 6 0 1 _1 19.881 10 1-207.478 6. 105 3 _max 3448.052!7 0 1 ii 0 1 0 1 1 276.638 5 1 -26.507 9 106 1 min, -3494__78514 0 1 1 _0 ;0._1 26 508 101-276.637 . 107 4 Imax 3412.81 I 7 -15.556 17 1 21.515 { 6 I 0 1 207.478 5 -19.88 i... 108 mm 1-3499 3051 4 -47515 4 -21 51515! Th _1 19.881 10 -207.478 191 . 5 Imaxl3377.5691 7 -31.112 7 1 43.031 HI 0 1_t 0 iJ 0 ..... J .Lt min 1-3so3.8 4 -95.029 4 13.03i51 0 I1 0 jJ_0 Envelope AISC 14th(360-10): LRFD Steel Code Checks ftalamkar Ckna r.-..4... rk.-.,.t I ..,rn I C' ci...... I . I ._L*fl... _i_:*n_ ...L.:*&A LILT Ml ! HSS12x3x4 .208 i3.9 1 M2 I HSS12x3x4 L .222 0 2.1.026 0 y2!20080.. 274482 21464,79005)1. Hl-lb 1aJ M3 I HSS12x3x4 I .132 6.9391 2 .025 13 .... Iy)2 193908.1274482 21464.. 7900511. Hi-lb i4[ MS I HSS12x3x4 L .321 15.33 I 3 1 03315.331713120080.J274482121464. 7900511. Hi-lb RISA-31D Version 15.0.2 [\ ... \\Projects15\15-O79.06 ViaSat Bldg 13 Tl\ViaSat B13 Lobby Stair.r3d] Page 7 Company : Wiseman + Rohy Structural Engineers Sept 25, 2017 I Designer IIRISAO Job mber :15-079.06 Checked By: Model Name : ViaSat Building 13 - Lobby Stair Envelope A/SC 14th(360-10): LRFD Steel Code Checks (Continued) f',,.-1 ('k,4. I ,.-rf+1 I r Qk., I I I.,.*D, *( L M6 I_ftSS .220 0j2.03210 v12i.96540..274482J2l464..!7900512..!Hi-lb 6 M7 HSS12x3x4 .128 6.552!'3]!-.023113.... y12196540..274482j21464j79005jiiH1-ib 7 M8 HSS8x6x6 L .342 5.271 2 82i0 y 229591.. 371358168310l831451.JHi-1b - M9 ....HS120x4 -- 117 5.16 2 .025I0i02 12123 2744822l464 17900511 -J -11--lb 9 M10 HSS4x4x4 [ .139 0 2 .001 0 z6 11196. 139518j16180.i618O.5j1 Hi-i.. 101 M111- HSS4x4x4 .138 1 7.25 1 2 1.001 0 y 3 11196.. 139518j16i8O.i6180.5 1 Hi-i.. Li_i.. M13 L5x5x5 1 .161 !6.31?L_Lj 0 y14 25541 ..Ii27098I7495....Ii14H2-1 / RISA-3D Version 15.0.2 [\... \ ... \ ... \Projects\1 5\15-079.06 ViaSat Bldg 13 TIViaSat Bi 3 Lobby Stair.r3dj Page 8 ::: (.. RAM Steel 15.04.00.000 DataBase: Building 13 T.I 09/21/17 14:07:59 Ieenttey Building Code: IBC Steel Code: AISC 360-10 LRFD Floor Type: MAIN ROOF OM RAM Steel 15.04.00.000 flAMSuuctwalSystmn DataBase: Building 13 T.I BentLey Building Code: IBC Page 2/2 09/21/17 14:07:59 Steel Code: AISC 360-10 LRFD Surface Loads Label '1'3'1D. IocDf Roof - Ant. Mech'l Roof 111111111 Mech'l Unit Line Loads Label Li Mech9 Curb Point Loads Label P1 Add Load DL CDL LL Reduction PLL CLL Mass DL psf psf psf Type psf psf psf 17.0 0.0 20.0 Roof 0.0 0.0 25.0 33.0 0.0 20.0 Roof 0.0 0.0 31.0 69.0 59.5 20.0 Roof 0.0 10.0 75.0 163.0 59.5 0.0 Roof 0.0 10.0 132.0 DL CDL LL Reduction PLL CLL Mass DL k/ft k/ft k/ft Type k/ft k/ft k/ft 0.067 0.000 0.000 Reducible 0.000 0.000 0.067 DL CDL LL Reduction PLL CLL Mass DL kips kips kips Type kips kips kips 0.000 0.000 1.500 Unreducible 0.000 0.000 0.000 VVE Is I. SAN DIEGO REGIONAL CC '/ HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP#________________ HV#_________________ BP DATE I I Business Name Business Contact Telephone # ViaSat, Inc. Bob Rota (760 476.2202 Project Address City State Zip Code APN# 2511 Gateway Road Carlsbad CA 92009 213-260-10,11,12 Mailing Address City State Zip Code Plan File# 6155 El Camino Real Carlsbad CA 92009 Project Contact Telephone # Bob Rota (760 ')476.2202 The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Facility's Square Footage (including proposed project): 89,010 Occupancy Rating: B & F-i Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 1 . Other Health Hazards Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15 None of These. Flammable Solids 8. Unstable Reactives 12. Radioactives tions is yes, applicant must contact the County of San Di (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: _ _/_.9_/ 2018 Expected Date of Occupancy: ..L..9..J2.QJi., YES NO (for new construction or remodeling projects) 0 Is your business listed on the reverse side of this form? (check all that apply). 0 El Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 ixl Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 poun 200 cubic feet, or carcinogens/reproductive toxins in any quantity? 0 lxi Will your business use an existing or install an underground storage tank? 0 IXI Will your business store or handle Regulated Substances (CalARP)? 0 IXI Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 lxi Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). If the answer to any of the qo. CA 92123. CalARP Exempt Date Initials C] CalARP Required Date Initials CalARP Complete Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 4 or 5 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. YES NO 0 Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdaocd.org/info/facts/permits.pdf, and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). 0 0 (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Search the California School Directory at htto://www.cde.ca.ov/re/sd/ for public and private schools or contact the appropriate school district). 0 LXI Has a survey been performed to determine the presence of Asbestos Containing Materials? . o ll Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 5. 0 JI Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities: Briefly describe proposed project: Telecommunication Tenant Improvements in the existing three story tilt-up concrete cold shell building I declare under penalty of perjury that to the best of my knowledge and belief th,4espnses madef'erein re true and correct. Milos Makaric vØ' 9 I 25 I 2017 Name of Owner or Authorized Agent Sfrture of OwT1p(Authoriz Agent Date FOR OFFICIAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:_______________________________________________________________________ BY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTYHMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. HM-9I71 (02/I1) County of San Diego - DEH - Hazardous Materials Division ?Iity of Carlsbad Print Date: 02/28/2019 Permit No: PREV2017-0297 Job Address: 2511 Gateway Rd Permit Type: BLDG-Permit Revision Work Class:. Commercial Permit Revi5 Status: Closed - Finaled Parcel No: 2132601100 Lot #: Applied.: 12/13/2017 Valuation: $0.00 Reference #: Issued: 01/03/2018 Occu pancyGroup: . Construction Type Permit 02/28/2019 Finaled: # Dwelling Units: Bathrooms: . Inspector: Bedrooms: Orig. Plan Check #: CBC2017-0508 Final Plan check #: Inspect-ion: Project Title: Description: VIASAT: REVISING MULTIPLE TRADES, SEE LIST, ALL INTERIOR Applicant: SMITH CONSULTING ARCHITECTS . . MILOSMAKARIC - 13280 Evening Creek Dr 5, 125 San Diego, CA 92128-4101 .. 858-793-4777 FEE . - .. - . . AMOUNT FIRE Expedited Plan Review Per Hour - Office Hours . . $198.00 MANUAL BUILDING PLAN CHECK FEE $525.00 Total Fees: $ 723.00 Total Payments To Date : $ 723,00 Balance Due: $0.00 ) Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov 1: (City of PLAN CHECK REVISION Development Services Building Division Carlsbad APPLICATION 1635 Faraday Avenue B-15 760-602-2719 www.carlsbadca.gov Plan Check Revision No4f3J 2. c(1 - 02oJginai Plan Check No. CBC2017-0508 Project Address 2511 Gateway Road Date 1222017' Contact Milos Makaric Ph 858.793.4777 Fax 858.793.4787 Email milosm@sca-sd.com Contact Address 13280 Evening Creek Dry South City San Diego Zip 92128 General Scope of Work Changes to the permitted T.I. plans Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: El Plans Li Calculations Soils Energy Other 2. Describe revisions in detail 3. List page(s) where each revision is shown 4. List revised sheets that replace existing sheets See attached list of changes Does this revision, in any way, alter the exterior of the project? El Yes [] No Does this revision add ANY new floor area(s)? Yes IZINo Does this revision affect any fire related issues? Yes El No Is this a complete Se;? El Yeas No €cSignature 1635 Faraday AN Carlsbad, 92008 Eh. 760-602-2719 E: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov ViaSat Building #13 Tenant Improvement - Construction Change: DELTA #2& #3 Plan Check Number: CBC2017-0508 Project Address: 2511. Gateway Road TJP3 -o rnt)I-ri Sheet Number(s) I Plan Change Revised first floor-Egress Plan for laboratory modification Modified laboratory layout, added additional doors Added a bottle filler station by restrooms Modified laboratory layout Added decorative wall at Nook 2-186 Added a bottle filler station by restrooms Added decorative wall at Nook 3-203 Added a bottle filler station by restrooms Modified laboratory ceiling to accommodate new walls. Added _cable _trays _to_laboratories Removed hard lid ceiling in laboratories and modified lighting Added a bottle filler station by restrooms Added _finishes _to_restrooms Added doors to schedule for the laboratories on the first floor Finish Specifications First Floor Finish Plan - Part A ' 'Fn t\.) 0 rfl 0 '.4 I P..) 0 (.0 1 —i fli rn rn rn 13-AO01 13-A101 13-A102 13-A103 13-A104 13-A15 13-A106 13-A111 13-A112 13-A422 13-A600 13-AF1 13-AF101 13-AF102 First Floor Finish Plan - Part B 13-AF103 Second Floor Finish Plan - Part A 13-AF104 Second Floor Finish Plan - Part B 13-AF105 Third Floor Finish Plan - Part A 13-AF106 Third Floor Finish Plan - Part B 13-MOO1 Added life safety, energy conservation, and seismic bracing notes to cover sheet. 13-M003, 13- M004, 13-M05 Updated VAV sizes to reflect lab assumptions. 13-M101A, 13- M101B Added 100% exhaust for EU lab to EF-5. 13-M101A, 13- M101B Updated exhaust fan for soldering station in Workshop to EF-7 to not have flexible arm to work bench. 13-M101A, 13- M101B Updated fan coil selections for Server Room and UPS. 13-M101A, 13- M101B Added keynotes or 02 sensors and pressure differential sensor at EU lab. 13-M101A, 13- M101B Allocated location for thermal chamber condensing units. 13-MP101A, 13- General updating to mechanical piping sheets MP1O1B Revised sizes to compressed air system 13-P100, 13-P1O1 Piping to S-3 on 1st floor east is rerouted 13-P002 Changed S-3 to be a deep basin sink 13-P100, 13-P101, 13-P108, 13-P109 Added bottle fillers to each floor outside of restrooms 13-EO.1 Updated sheet index for added sheet. 13-EO.2 Added lab Luminaire to LuminaireSchedule. 13-EO.3 - 13-EO.8 Updated 1-24 Calcs. 13-E1.1A Update lighting for revised Lab layouts. 13-E1-1B Update lighting for revised Lab layouts. 13-E2.1A Added Power and Data for Lab programming. 13-E2.1B Added Bottle Fill Station outside restroom. Revised note 2 to add one additional 4" c o n d u i t . 13-E2.2B Added Bottle Fill Station outside restroom. 13-E2.3B Added Bottle Fill Station outside restroom. 13-E3.1A i Updated mechanical plan for added mechanical equipment. iuca\ 9kaR koc acIc1.c Updated mechanical plan for added mechanical equipment. Updated Hoffman Bo x r e q u i r e m e n t s per Viasat's updated requirements. 13-E3.4B Updated mechanical plan for added mechanical equipment. Updated Hoffma n B o x r e q u i r e m e n t s per Viasat's updated requirements. 13-E4.1 Updated singeline diagram Lab requirements. 13-E5.1 - 13-E5.4 Updated panel schedules for revisions made. 13-E6.1 Added Ground bus to each electrical room and IDE room as previously shown in Gr o u n d d e t a i l o n sheet _13-E6.6._ Added _new _panels _and _equipment _for _Labs. 13-E6.2 Revised layout of power in lab spaces. 13-E6.3 Revised layout of power in lab spaces. 13-E6.5 Added Detail for ground Bus. Prepared by: Milos Makaric, Project Architect Date: 12-11-2017 10 EsGil A SAFEbuittCompafly DATE: 12/20/2017 U APPLICANT ,JURIS. JURISDICTION: PLAN CHECK #.: CBC2017-0508.REV(PREV2017-0297) _____ SET: I PROJECT ADDRESS: 2511 Gateway Rd. PROJECT NAME: ViaSat Building #13 T. I. Revisions 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. LII The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. El The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted— Date contacted: Aerson Mail Telephone Fax LII REMARKS: Telephone #: Email: By: David Yao Enclosures: approved plan EsGil 12/14 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 City of Carlsbad CBC2017-0508.REV(PREV2017-0297) 12/20/2017 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2017- 0508.REV(PREV2017-0297) PREPARED BY: David Yao DATE: 12/20/2017 BUILDING ADDRESS: 2511 Gateway Rd. BUILDING OCCUPANCY: B/Fl BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Icb IBY Ordinance I Bldg. Permit Fee by Ordinance vi Plan Check Fee by Ordinance LII Type of Review Repetitive Fee Repeats * Based on hourly rate 1Ij Complete Review fl Other Hourly EsGil Fee Structural Only 4 Hrs.@ $105.00 $420.00I Comments: . Sheet 1 of 1 42Lkzr 2-.Po 14aSat. 6155 El Camino Real Carlsbad, CA 92009-1602 Tel: (760) 476-2200 Fax: (760) 929-3941 Carlsbad Fire Department Carlsbad, CA November 7, 2017 To Whom it May Concern: In regards to ViaSat Building 13, total hazardous materials onsite are as follows. All materials will be stored and used inside the building. Flammable and corrosive materials are stored in flammable and corrosive cabinets, respectively. Please note that materials with multiple hazardous properties (such as a flammable liquid that is also a sensitizer) are listed in both categories. Hazard Class Description Quantity Onsite Notes 2.1 Flammable Aerosols 4.5 pounds Paints, WD-40 in Gas aerosol cans 2.2 Non- Aerosol 3 pounds "Canned air" Flammable Gas Cryogenic Nitrogen 121.5 gallons LN2 in portable closed-system dewars, approx. 60 gallons each 3 Flam/Comb Soldering flux 1 gallon Liquid Goo Gone 1.25 gallons FCL lilA Coatings 1.5 gallons FCL lB 6.1 Toxic Solder wire, 2 gallons liquid, Sensitizers adhesives, epoxies 37 lbs solid (solder wire) Primers, solvents 1 gallon Toxic per SDS Adhesives, epoxies, 6 pounds, 2.25 Irritants paints gallons Primer 1.5 pounds, 0.62 Carcinogen (Prop gallons 65) 8 Corrosive Cleaner, adhesive 1.5 gallons For 3D printer remover h sitate to contact me should you need additional information. 26se ryB.lQwn, IPH Environmental Health & Safety Manager ViaSat, Inc. PREV20I 7O297 6155 El Camino Real 2511 GATEWAY RD Carlsbad, CA 92009 REVISING MULTIPLE TRADES, SEE LIST, ALL INTERIOR Office: (760) 476-2227 Cell: (858) 663-1575 or (760) 473-2521 2132601100 CBC20I7-508 12/1312017 PREV20I7-0297 SUMMARY TOTALS ViaSat, Inc. . 6155 El Camino Real, Carlsbad, CA 92009 1*.MATERIALS WITH ULTIPLE'HAZARDCATEGORIESARELISTEDUN DER EACH -CATEGORY Area Addressed: B13 Lab Space SENS Interior Storage 37.5 lb; 2.189 gal Exterior Storage _________________ Open System Use -10-1 b Closed System Use 0.75 Ib, 1.866 gal FCL Interior Storage 2.25 lb; 1 gal Exterior Storage Open System Use Closed System Use 2.25 Ib; 0.078 gal FCLIIIA - Interior Storage 1.24 gal Exterior Storage Open System Use Closed System Use 1.24 gal FCLIB Interior Storage 0.1 gal Exterior Storage Open System Use Closed System Use 0.013 gal CRY Interior Storage 121.5 gal Exterior Storage Open System Use Closed System Use 121.5 gal FIG Interior Storage 4.5 lb: Exterior Storage Open System Use Closed System Use 5.25 lb TOX Interior Storage 3 lb; 0.627 gal Exterior Storage Open System Use Closed System Use 3 lb; 0.627 gal IIRR I 1 ( Interior Storage 5.75 lb; 2.198 gal Exterior Storage Open System Use Closed System Use 5 lb; 1.475 gal CAR Interior Storage 1.5 lb; 0.62 gal Exterior Storage Open System Use Closed System Use 0.75 lb; 0.62 gal ICG Interior Storage 2.5 lb Exterior Storage Open System Use Closed System Use 3 lb CLASSIFICATION SUMMARY ViaSat, Inc. 6155 El Camino Real, Carlsbad, CA 92009 Area Addressed: B13 Lab Space Chemical Name Amt Stored OS Use CSUse Location of Storage Location of Use SENS 1 245 Flux Core Solder 8 lb 10 lb 0 Interior Lab Bench Interior Lab Bench Wire (unleaded) 245 Flux Core Solder Wire (Leaded) 8 lb 10 lb 0 Interior Lab Bench Interior Lab Bench Loctite 222M5 Low .0052 gal 0 .0013 gal Interior Lab Bench In Lab Bench Strength Threadlocker Loctite 243 Medium .0052 gal 0 .0013 gal Interior Lab Bench Interior Lab Bench Strength Threadlocker 5-Minute Epoxy Gel (Wear Guard Epoxy .312 gal 0 .624 gal Interior Lab Bench Interior Lab Bench Primer Resin) Goo Gone 0 0 / 1.24 gal Interior Flam Cabinet Interior Lab Bench Rustoleum Rusty Metal Primer 1.5 lb 0 0.75 lb Interior Flam Cabinet Interior Lab Bench SENS: Interior Storage: 37.5 lb; 2.189 gal Exterior Storage: 0 Open System Use: 20 lb Closed System Use: 1.866 gal, .75 lb FCL 1 186 Rosin Soldering 1 gal 0 .078 gal Interior Flam Cabinet Interior Lab Bench Flux WD-40 1.5 lb 0 2.25 lb Interior Lab Bench Interior Lab Bench FCL: Interior Storage: 2.25 lb; 1 gal Exterior Storage: 0 Open System Use: 0 Closed System Use: .078 gal, 2.25 lb FCLIIIA I Goo Gone 1 0 0 1 1.24 gal jlnterior Flam Cab I Interior Lab Bench FCL lIlA: Interior Storage: 1.24 gal Exterior Storage: 0 Open System Use: 0 Closed System Use: 1.24 gal 1FCL1B ABS Extra Special Black Pipe Cement 0 0 .078 gal Interior Flam Cab Interior Lab Bench Humiseal 11373 Acrylic Conformal Coating Interior Flam Cab Interior Lab Bench .0078 gal 1 0 1.015 gal I FCL IB: Interior Storage: 0.100 gal Exterior Storage: 0 Open System Use: 0 Closed System Use: .013 gal !CRY 1 Refrigerated I Nitrogen, Liquid 1 0 0 1121.5 gal I Closed System Dewar llnsideLab CRY: Interior Storage: Exterior Storage: 0 Open System Use: 0 Closed System Use: 121.5 gal FLG WD-40 1.5 lb 0 2.25 lb Interior Lab Bench Interior Lab Bench CRC Cutting Oil 0.75 lb 0 0.75 lb Interior Lab Bench Interior Lab Bench Spray Enamel Quick 0.75 lb 0 0.75 lb Interior Flam Cab Interior Lab Bench Color Rustoleum Painters 0.75 lb 0 0.75 lb Interior Flam Cab Interior Lab Bench Touch Rustoleum Specialty 0.75 lb 0 0.751b Interior Flam Cab Interior Lab Bench Appliance Epxoy FIG: Interior Storage: 4.5 lb Exterior Storage: 0 Open System Use: 0 Closed System Use: 5.25 lb TOX 1 WD-40 1.5 lb 0 2.25 lb Interior Lab Bench Interior Lab Bench Klean Strip Adhesive 0.62 gal 0 0.62 gal Corrosive Cabinet Interior Lab Bench Remover ABS Extra Special Black Pipe Cement 0 0 .078 gal Interior Flam Cab Interior Lab Bench Rustoleum Rusty 1.5 lb, 0 0.75 lb Interior Flam Cab Interior Lab Bench Metal Primer Humiseal 11373 Acrylic Conformal Coating Interior Flam Cab Interior Lab Bench .0078 gal 1 1.015 gal TOX: Interior Storage: 3 lb. 0.627 gal Exterior Storage: 0 Open System Use: 0 Closed System Use: 3 lb, 0.713 gal IRR 1 Loctite 222M5 Low .0052 gal 0 .0013 gal Interior Lab Bench Interior Lab Bench Strength Threadlocker Loctite 243 Medium Strength Threadlocker .0052 gal 0 .0013 gal Interior Lab Bench Interior Lab Bench Goo Gone 0 0 1.24 gal Interior Flam Cab Interior Lab Bench ABS Extra Special Black Pipe Cement 0 0 .078 gal Interior Flam Cab Interior Lab Bench Spray Enamel Quick Color 0.75 lb 0 0.75 lb Interior Flam Cab Interior Lab Bench Rustoleum Painters . . . -. . Touch u.i to u u.i to interior i-tam (.ao interior Lao bencn Rustoleum Specialty 0.75 lb 0 0.751b Interior Flam Cab Interior Lab Bench Appliance Epxoy P400SC WaterWorks 1.56 gal 0 .078 gal Interior Corrosive Cab 31) Printer Cleaning Solution Klean Strip Adhesive 0.62 gal 0 0.62 gal Interior Corrosive Cab Interior Lab Bench Remover - Rustoleum Rusty 1.5 lb 0 0.75 lb Interior Flam Cab Interior Lab Bench Metal Primer Humiseal 11373 Acrylic Conformal Coating Interior Flam Cab Interior Lab Bench .0078 gal 0 .015 gal Micro-90 Concentrated Interior Lab Bench 3D Printer Cleaning Solution 2 lb 0 2 lb IRR: Interior Storage: 5.75 lb, 2.198 gal Exterior Storage: 0 Open System Use: 0 Closed System Use: 5 lb, 1.475 gal CAR Klean Strip Adhesive 0.62 gal 0 0.62 gal Interior Corrosive Cab Interior Lab Bench Remover Rustoleum Rusty 1.5 lb 0 0.75 lb Interior Flam Cab Interior Lab Bench Metal Primer CAR: Interior Storage: 1.5 lb, 0.62 gal Exterior Storage: 0 Open System Use: 0 Closed System Use: 0.75 lb, 0.62 gal ICG Micro Blast Dry Circuit Cleaner 1 2.5 lb 0 3 lb Interior Lab Bench Interior Lab Bench ICG: Interior Storage: 2.5 lb Exterior Storage: 0 Open System Use: 0 Closed System Use: 3 lb CHEMICAL CLASSIFICATION FORM Company Name: b155 1:1 Camino Real, ViaSat, Inc. Carlsbad, CA 92009 AREA B13 LAB SPACE Common Name Chemical Name % Camp CAS # Form Udfl Stored %AUdF]L Ifl Use (0/C) 245 Flux Core Solder Wire (unleaded) Tin 50-100 7440-31-5 S 8 lb là lb; 0 Silver 2.5-20 7440-22-4 Rosin <2.5 659997-06-0 Copper <2.5 7440-50-8 245 Flux Core Solder Wire (Leaded) Tin 40-65 7440-31-5 S 81b l0 lb; 0 Lead 35-60 7439-92-1 Rosin 2.5-5 65997-06-0 186 Rosin Soldering Flux Isopropanol 55-70 67-63-0 L 1 gal .078 gal; C Rosin, modified 25-40 65997-06-0 Benzyl alcohol 2.5-5 100-51-6 3-in-1 Multipurpose Oil Severely Hydrotreated Heavy Naphthenic Oil >97% 64742-52-5 L N/A .031 gal .931 gal; C Naphtha, petroleum <2% 64742-47-8 Non-Hazardous lng. <3% Isopropyl Alcohol lsopropanol 100% 67-63-0 L 1 gal .078 gal; C Nitrogen, Refrigerated Liquid Nitrogen 100% 7727-39-9 L 0 60.75 gal X 2dewars, total 121.5 gal C WD-40 LVP Aliphatic hydrocarbon 45-50 64742-47-8 A 0.75 lb X 2 cans; total: 1.5 lb 0.751b X 3 cans; total 2.25 lb; C Aliphatic hydrocarbon <25 64742-47-8 Petroleum base oil <35 64741-56-9 Carbon dioxide 2-3% 124-38-9 Loctite 222 MS Low Strength Threadlocker Polyglycol dimethacrylate 30-60 Proprietary L .00026 gal X 2 units' total .00S2 gal .00026 gal X 5 units total .0013 gal; C Polyglycol oleate 30-60 Proprietary Saccharin 1-5% 81-07-2 Silica, amorphous, fumed, crystal-free 1-5% 1 112945-52-5 Cumene hydroperoxide 1-5% 80-15-9 Propane-1,2-diol 1-5% 57-55-6 Loctite 243 Medium Strength Threadlocker Polyglycol dimethacrylate 20-30 25852-47-5 L gal; C .00026 gal X 2 units total .0052 gal .00026 gal X 5 units; total .0013 Tetramethylene dimethacrylate 20-30 2082-81-7 Propane-1,2-diol 1-5% 57-55-6 Other materials <1% 5-Minute Epoxy Gel (Wear Guard Epoxy Primer Resin) Bisphenol A diglycidyl ether resin 70-80 25068-38-6 L .0156 gal X 2 unitsl total .312 gal 4 units; .0156 gal X total .624 gal; C Amorphous silicon dioxide 1-10% 67762-90-7 Phenol, polymer with formaldehyyde, glycidyl ether 10-20% 28064-14-4 P400SC WaterWorks Cleaning Solution Sodium carbonate 60-70 497-19-8 L .078 gal X 2 units; total 1.56 gal .078 gal; C Sodium hydroxide 20-30 1310-73-2 Sodium lauryl sulfate 1-5% 151-21-3 Sodium metasi licate 1-5% 6834-92-0 Klean Strip Adhesive Remover Dichloromethane 60100 75-09-2 L 0.62 gal 0.62 gal; C Methanol 15-25 67-56-1 Stoddard Solvent <5% 8052-41-3 Goo Gone Petroleum distallates, hydrotreated light 60-100 64742-47-8 L 0 .062 gal X 2 units; total 1.24 gal; C D-Limonene 1-5% 5982775 Orange, sweet, extract 0.5-1.5 8028-48-6 ABS Extra Special Black Pipe Cement Methyl ethyl ketone 40-60 78-93-3 L 0 .078 gal; C ABS Resin 20-30 9003-56-9 Acetone 10-20% 67-64-1 CRC Cutting Oil Distillates (petroleum), hydrogreated heavy naphthenic 70-80 64742-52-5 A 0.75 lb 0.75 lb; C Liquefied Petroleum Gas 20-30 68476-86-8 Spray Enamel Quick Color Acetone 30-60 67-64-1 A 0.75 lb 0.75 lb; C Liquefied Petroleum Gas 15-40 68476-86-8 Isobutane 7-13% 75-28-5 Xylene 7-13% 1330-20-7 Stoddard Solvent 3-7% 8052-41-3 Petroleum ether 3-7% 8032-32-4 Ethylbenzene 1-5% 100-41-4 Rustoleum Painters Acetone 30-60 67-64-1 A 0.75 lb 0.75 lb; C Butane 5-10% 106-97-8 11sobutane 1-5% 75-28-5 White Spirit 1-5% 64742-82-1 "Ju'-Il Solvent Naphtha Light Aromatic 1-5% 64742-95-6 Xylene . 1-5% 1330-20-7 1,2,4-trimethylbenzene 1-5% 95-63-6. Propane 20 74-98-6 Isobutane 5 75-28-5 1,2,4-trimethylbenzene 1 95-63-6 Ethylbenzene 5 100-41-4 Rustoleum Specialty Appliance Epxoy A 0.75 lb 0.751b; C Butane 5 106-97-8 Toluene 20 108-88-33 1,1'-Oxydi-2-propanol 5 110-98-5 Xylene (mixed isomers) 15 1330-20-7 Titanium dioxide 15 13463-67-7 Solvent Naphtha Light Aromatic 5164742-95-6 Propane 10-25% 74-98-6 Acetone 10-25% 67-64-1 n-Butyl Acetate 10-25% 123-86-4 Rustoleum Rusty Metal Primer A 0.75 lb X 2 cans total 1.5 lb 0.75 lb; C Talc (Hydrous magnesium silicate) 2.5-10 14807-96-6 Dimethyl carbonate 2.5-10 616-38-6 Naphtha, petroleum, hydrotreated light 2.5-10 64742-49-0 Iron oxide 2.5-10 1309-37-1 Xylenes 2.5-10 1330-20-7 other components <1% - Petroleum distillate, Red N Tacky hydrotreated heavy Multipurpose EP napthenic <60% 64742-52-5 L Grease Petroleum distillate, hydrotreated middle <3% 64742-46-7 0 1.5 lb; C Humiseal 1B73 Acrylic Conformal Coating n-Butyl Acetate 50-60 123-86-4 L Methyl ethyl ketone 10-20% 78-93-3 .0078 gal .ol5 gal; C 0.5IbX5 0.5IbX'6 Micro Blast Dry Circuit HFC-134a units; total units; total Cleaner Tetrafluoroethane 60-100% 811-97-2 A 2.5 lb 3 lb; C Micro-90 Concentrated Cleaning Solution Surfactants 10-25% Mixture L 0.5lbX4 units; total 2 lb 0.5lbX2 units; total 2 lb; C EDTA Na4 10-25% 200-573-9 Location I1pz Classes Justification Stor: lab bench; Use: SENS Kester SDS 6-15-12 hand soldering Stor: lab bench; Use: hand soldering SENS Kester SDS 3-11-14 Stor: Flam Cab, 2 oz on lab bench; Use: FCL Kester SOS 5-7-15 hand soldering Stor: Workbench; Use: oiling machines None W040 SOS 1-23-15 Stor: Flam Cab, 2 oz on lab bench; Use:wiping of circuit Cumberland Swan SDS boards after soldering FCL 7-06 Stor: In closed dewar in lab; Use: cooling for equipment testing CRY Praxair SDS 10-21-16 FCL Stor: Lab bench; Use: WD-40 SDS 9-3-15 FLG Lubrication lox Stor: Lab bench; Use: adhesive SENS, IRR Henkel SOS 7-8-15 IRR Stor: lab bench; Use: adhesive Henkel SDS 7-11-16 SENS Stor: lab bench; Use: adhesive SENS 11W SDS 8-24-15 Stor: Corr cabinet; Use: 30 printer COR Stratasys SDS 12-9-15 Stor: Corr cabinet; Use: solvent COR M Barr SOS 6-22-17 TOX CAR FCL (CL- Stor: Stor: Flam cab; Use: solvent GooGone SDS 4-15-14 IRR SENS Stor: Flam cab; Use: adhesive FCL (CL1B) 0atey SOS 5-27-15 lox IRR Stor: Shop bench; Use: lubrication FLG CRC SOS 4-28-15 FLG IRR Stor: Flam Cab; Use: Paint Rustoleum SDS 8-14-09 FLG IRR Stor: Flam Cab; Use: Rust-Oleum SOS D , /-) /no r 01111. ,_, ,.__,, j.:' FLG IRR Star: Flam Cab; Use: Paint Rustoleum SDS 8-26-11 FLG CAR IRR SENS Star: Flam Cab; Use: Paint Rustaleum SDS 9-27-02 Star: Shop bench; Use: lubrication None Lucas SDS 4-24-12 Storage: Flam Cabinet; Use: coating FCL (FL-IB) Humiseal SDS 5-6-15 lox IRR Storage: Lab bench; Use: canned air ICG MicraCare SDS 8-28-09 Storage: Lab bench; Use: 3D printer IRR Cole Parmer SDS 1-21- 15 H. S 4ity of Carlsbad Print Date: 02/28/2019 Permit No: PREV2018-0016 Job Address: 25ll Gateway Rd Permit Type: BLDG-Permit Revision Work Class: Residential Permit Revisi Status: Closed - Finaled Parcel No: 2132601100 Lot #: Applied: 01/30/2018 Valuation: $0.00 Reference U: Issued: 02/21/2018 Occupancy Group: Construction Type Permit .02/28/2019 Finaled: U Dwelling Units: Bathrooms: . Inspector: Bedrooms: S Orig. Plan Check U: CBC2017-0508 Final Plan Check U: Inspection: Project Title: Description: VIASAT: BLDG 13 T.I. 89,010 SF SHELL TO OFFICE Applicant: Owner: . . Contractor: SMITH CONSULTING ARCHITECTS • PIVOTAL 650 CALIFORNIA ST LLC THE WHITING TURNER CONTRACTING CO MILOSMAKARIC S 13280 Evening Creek Dr S, 125 1702 E Highland Ave Pacific Co, 310 San Diego, CA 92128-4101 PHOENIX, AZ 85016 858-793-4777 . 858-792-0600 FEE . . AMOUNT MANUAL BUILDING PLAN CHECK FEE . $:525.00 Total Fees: $ 525.00 Total Payments To Date: $ 525.00 Balance Due: $0.00 Building Division • 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-27001 760-602-8560f I www.carlsbadca.gov cCity of PLAN CHECK REVISION Development Services Building Division Carlsbad B-I 5 APPLICATION 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. cF)f2flt'-OO 1 QOriginal Plan Check No. CBC2017-0508 Project Address 2511 Gateway Road Date 1/29/2017 Contact Milos Makaric Ph 858.793.4777 Fax 858.793.4787 Email milosm@sca-sd.com Contact Address 13280 Evening Creek Dry South City San Diego Zip 92128 General Scope of Work anps tnthe-permitted T L plans Add po.ct 1or -rk— rc-\cd For -,j CW.• Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: Plans Z Calculations Soils Energy Other 2. Describe revisions in detail 3. List page(s) where each revision Is shown 4. List revised sheets that replace existing sheets See attached list of changes Does this revision, in any way, alter the exterior of the project? E Yes EI No Does this revision add ANY new floor area(s)? EJ Yes No Does this revision affect any fire related issues? Yes No Is this a complete et? Yes F71 No Signature 1635 Faraday A% ,— -/ / Carlsbad, (CC A 92008 Ph: 760602- 2719 E: 760-602-8558 Email: building@carJsbadca.gov www.carlsbadca.gov RECEIVED JAN 3 0 2018 R C H I T E C I U R E CITY OF CARLSBAD ViaSat Building #13 Tenant Improvement - "Construction Change #2: DIVISION Stair Revision and Antennas Plan Check Number: CBC2017-0508 Project Address: 2511 Gateway Road Sheet Number(s) I Plan Change Architectural 13-IS1 Added sheet to the index 13-A103 Added Stair Reference to floor plan 13-A120 Added equipment pad for Roof Dish Farm 13-A401 Revised stair details 13-A402 Added elevations and details Structural Sheet 13-52.1A Framing and details for stair support added. Sheet 13-52.2A Stair framing details and members added. Sheet 13-52.3A Members and support details added for satellite dish platform. Sheet 13-53.0 Stair framing and support details added. Sheet 13-S3.1 Sheet added for satellite dish platform support details. Structural Calculations Mechanical 13-M003 Added TU-1262, 1363 added. 13-M005 Linear diffuser SD-9 added. 13-M10213 Terminal unit, t-stat, duct work, diffuser & keynote 10 added for feature stair 2 n floor. 13-M103A Terminal unit, duct work, diffuser & keynote 10 added for feature stair 3rd floor. 13-M103B Ductwork, diffuser, t-stat & keynote 10 added for feature stair 3 floor. 13-MP102B Piping added for TU-1262. 13-MP103A Piping added for TU-1363. Electrical 13-EO.2 Added new luminaire to luminaire Schedule. 13-E1.2A Removed i-box at feature stair. 13-E1.213 Removed j-box at feature stair. 13-E1.3A Added lighting for future stair. 13-E1.313 Added lighting for future stair. 13-E5.1 Added circuit for lighting at feature stair. Prepared by: EsGil A SAFEbuiLtCompany DATE: 2/8/18 LI APPLICANT JURIS. JURISDICTION: City of Carlsbad - PLAN CHECK #.: CBC2017-0508 (PREV2018-0016). REV 2. set I SET: REV 2, Set I 14 PROJECT ADDRESS: 2511 Gateway Rd. PROJECT NAME: ViaSat Building #13 T. I. Revisions The revised plan sheets transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. El The plans transmitted herewith will substantially comply with the jurisdiction's 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. Eli The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. Liii The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by Email: Mail Telephone Fax In Person LII REMARKS: By: Dwight Ashman by CM Enclosures: approved plan EsGil ?11118 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 City of Carlsbad CBC2017-0508 (PREV2018-0016). REV 2. set I 2/8/18 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2017-0508 (PREV2018-0016). REV 2. set I PREPARED BY: Dwight Ashman by CM DATE: 2/8/18 BUILDING ADDRESS: 2511 Gateway Rd. BUILDING OCCUPANCY: B/Fl BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Icb jBy Ordinance I Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: LJ Complete Review Structural Only fl Repetitive Fee El Other Repeats Hourly 4 Hrs. @ * EsGil Fee $105.00 I $420.00! * Based on hourly rate Comments: Sheet 1 of 1 W ISEMAN +ROHY STRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS FOR VIASAT BUILDING 1311. CARLSBAD, CA cDO (NO CO (N C JANUARY 29, 2018 cm W + R JOB #15-079.06 W U- > iFESSI 00, Uj i(KI 00 9915 Mira Mesa Blvd. Suite 200 San Diego, CA 92131 TEL. (858) 536-5166 WRENGINEERS.COM FAX. (858) 536-5163 Floor Type: 2nd FLOOR A5 (B' \_1 si U tL L L L L L ::L::1± LItLh1LL : ±LLLLL t. -------------------- T.t..1.11.T11L.ii: ------------ ----------- _ 0 0 0 0 sc OF OK 0 0 '..1 0 Floor Map ramM RAM Steel 15.06.00.10 mmftactwrwsystm DataBase: Building 13 T.I IBentter Building Code: IBC 01/24/18 08:29:32 Steel Code: AISC 360-10 LRFD L4 PN (Ttc1- Page 2/2 01/24/18 08:29:32 Steel Code: AISC 360-10 LRFD PLL CLL Mass DL kips kips kips 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 .0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Floor Map jL!!Ti : RAM Steel 15.06.00.10 MM ft.Id DataBase: Building 131.1 Jeenfley Building Code: IBC - - Point Loads Label DL CDL LL Reduction kips kips kips Type P1 Add Load 0.000 0.000 1.500 Unreducible P2 Stair-Int. Stringer 0.600 0.000 1.500 Unreducible P3 Stair-Ext. Stringer 1.000 0.000 2.800 Unreducible P4 Stair-Landing 1.600 0.000 4.500 Unreducible Stair-Column 1.800 0.000 7200 Unreducible L_ P6 Stair-Column 2 1.700 0.000 6.900 Unreducible ( N W1Ox33 ('1 x CI Cl C '-I I I c C" (0 x ICT C" vv2l EMN W24x68 (30) 5r Floor Map No RAM Steel 15.06.00.10 PAM SM=WrW DataBase: Building 13 T.I 01/29/18 11:12:22 Ieentter Building Code: IBC Steel Code: AISC 360-10 LRFD Floor Type: 2nd FLOOR Beam Designs - CI Cl 0 0) 0) 0) CN 04 c'J HH I W24x8(16) HI rI I Gravity Beam Design MW RAM Steel 15.06.00.10 RAM SfroctinISstBm DataBase: Building 13 1.1 %JiBenttev Building Code: IBC Floor Type: 2nd FLOOR Beam Number = 495 SPAN INFORMATION (ft): I-End (139.73,43.25) J-End (139.73,65.25) 01/29/18 11:12:22 Steel Code: AISC 360-10 LRFD Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 22.00 Mp(lcip-ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 13.000 0.30 0.00 0.0 0.95 0.00 0.0 0.00 0.0 0.00 13.000 1.70 0.00 0.0 6.90 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.542 0.950 1.6% Red 0.000 22.000 0.542 0.950 0.000 2 0.000 0.022 0.000 --- NonR 0.000 22.000 0.022 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 32.73 kips 1.00Vn = 94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 206.6 13.0 0.0 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 206.6 13.0 0.0 1.00 0.90 124.50 REACTIONS (kips): Left Right DL reaction 7.02 7.38 Max +LL reaction 13.49 14.92 Max +total reaction (factored) 30.01 32.73 DEFLECTIONS: (Camber = 1/2) Dead load (in) at 11.11 ft = -0.642 LID = 411 Live load (in) at 11.22 ft = -1.351 L/D = 195 Net Total load (in) at 11.22 ft = -1.493 L/D = 177 WISEMAN + ROHY S STRUCTURAL ENGINEERS ( BY DATE !ROJECT t/ SKr ISIS • SHEET NO. _______ OF JOB NO. S T .............. . I o . (ft k-1- YV\v %o.çkFr (P c' . JJ,(7..J//.ø/k/, .5.. U LAS LL- tbt o.c.. I:J 2290 c... k .,. S - ...- SIr N 1548. 15 9168.8 - 14 8721.3 1857.8 bL i2- W8.9 LL 100 P$(. Rssu0sforLC 13. Dead *Uvo Lead V-4!ea0sn Reaetlea Unfts are 6801541 Wiseman + Rohy Structural Engineer SK - I DM ViaSat Building 13- Lobby Stair Jan 25, 2018 at 11:52 AM 15-079.06 \tiaSatB13 Lobby S1Bir.r3d Designer : DM 11:57 AM IIIRISA0 Company : Wiseman + Rohy Structural Engineers Jan 25, 2018 Job Number : 15-079.06 Checked By: ANEMTSCHEKCOMPANY Model Name : ViaSat Building 13- Lobby Stair (Global) Model Settings Display Sections for Member Cälcs 5 Max Internal Sections for Member Caics 7 . S •' Include Shear Deformation? Yes inôrease Nailing. Capacity for Wind? Yes . . . Include Warping? Yes Trans LOad Btwn Intersecting Wood Wall? Yes Area Load Mesh (in "2) 144 Merge Tolerance (in) . .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls?. Yes . S .. Automatically Iterate Stiffness for Walls? Yes Max Iterations fOr Wall Stiffness . S 3......... Gravity Acceleration (ft/secA2) 32.2 . .. . •. .. S Eigensolution Convergence To[. (1 .E-) 4 Vertical Axis. :. . . .. . Y. Wall Mesh Size (In).... :. . ....12 Global Member Orientation Plane XZ Static Solver: . : : . $pars.e.Accelerated . : Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 14th(360-10): LRFD AdjUst Stiffness? No. RlSAConnection Code AlSO 14th(360-10): ASp Cold Formed Steel Code .. AISI S1O0-10:.ASD Wood Code AWC NDS-12: ASD Wood Temperature . <'1 O0F. •. : .: Concrete Code ACI 318-11 Masonry Code .' ACI 530-11.ASD .'. ..S Aluminum Code AA ADM I-10: ASD - Building AlSO 14th(360-10): ASD Number of Shear Regions 4 Region Spacing Increment.(in): Biaxial Column Method Exact Integration Parmé Böta Faótor. (PCA) ... : .. .65 .. ... Concrete Stress Block Rectangular Use .CräckOd Sections? . . . . . . Yes. . .. . Use Cracked Sections Slab? Yes Bad Framing Warnings? . :.....NO . Unused Force Warnings? Yes Min .1. Bar Diam. Spaing? . . No. .. . . .. S Concrete Rebar Set REBAR SET_ASTMA615 .Min % Steel for Column ... . . . 1 Max % Steel for Column 8 RISA-31D Version 16.0.1 [E:\Projects\15\15-079.06 ViaSat Bldg 13 TI\ViaSat B13 Lobby Stair.r3d] Page 1 : Company : Wiseman + Rohy Structural Engineers Jan 25 2018 Designer DM 11:57 AM IIIRISA Job Number 15-079.06 Checked By: FHEMETSCHEKCOMPANY Model Name ViaSat Building 13- Lobby Stair (Global) Model Settincs, Continued Seismic Code . ASCE 7-10 Seismic Base Elevation (ft). : .' . Not Entered- Add Base Weight? Yes CtX ' . .02 . CtZ .02 TX (sec) . .. . Not Entered T Z (sec) Not Entered R '. 5 5 ' . 3' R 3 CtExp. X :'. .75 . Ct Exp. Z .75 DI,' DS •:.' I .'' . ' TL (sec) 5 skCat. .... lorli. rift Cat Other OrnZ :, •.' ., ,, . :.'. •- i:': :. . X Z o'Z Fd Rho S Hot Rolled Steel Properties I oknl C fl,1 f rl,..fl N.. TI......_.. It1 %/._IAfl...fl I A36Gr.36 29000 11154 I .3 .65 .49 36 1.5 1 58 1.2 2 A572Gr50 29000 11154 3 65 49 50 11 65 11 A992 29000 11154] .3 .65 .49 50 1.1 65 1.1 4 A500Gr42 29000 11154 1 a 65 49 42 14 58 13 5 A500 Gr.46 1 29000 11154 I .3 .65 .49 46 1.4 58 1.3 - Hot Rolled Steel Section Sets I -I T........ Fl.-..-.I.... I .'.$ I...,.......I ..I A I1...fl1 I.... 11._ • l_ .1 I Stringers HS.S12x3x4 Beam Tube, A500 Gr.46 Typical 6.63 11.1 103 34.5 2... Column. . HSS5x5x4 Column 'TUbe: .A5OO GrA6' Typical 4.3. 16 16 25.8 3 Column 2 HSS4x4x4 Column Tube A500 Gr.46 Typical 3.37 7.8 7.8 12.8 A. Beam HSS10x4x4 Beam. Tube" ' 'A500 Gr.46 Typical .6,17 17.7' 147 47.4 5 Brace I L8x8x8 HBrace ISinale Angle A500 Gr.461 Typical 7.84 48.8 48.8 .683 Brace _2 "' 15x5)5 HBrac'e Siñglé Angle A500.Gr.46' . Typical .3.07 -7-44'.7.44 .108 7 Brace 3 L4x4x10 HBrace Smote Angle A500 Gr.46 Typical 4.61 6.62 6.62 .61 .L Big Column HSSI2.750x0.500 o1urnr HSS Pine. A500 Gr42 Typical 17.9•. 339 . 339.. 678 Hot Rolled Steel Design Parameters I ikI I rn.,.tkf41 I k,...re1 I i..--.rrn i L7i1I Irinii RISA-31D Version 16.0.1 [E:\Projects\15\15-079.06 ViaSat Bldg 13 Tl\ViaSat B13 Lobby Stair.r3d] Page 2 II Designer : DM 11:57 AM Company : Wiseman + Rohy Structural Engineers Jan 25, 2018 MISA 111 Job Number : 15-079.06 Checked By:_____ ANEMETSCMEJ<COMPANY Model Name : ViaSat Building 13- Lobby Stair Hot Rolled Steel Design Parameters (Continued) I I ,,-.4kr4i I k,tfI1 I k,-,f1 I I k..4r41 I • PI*., It-.-. 1'I.. C. ..,,,41...... 9 MIO Column 2 6:25 Lbvy Lateral 10-. 'Mu 1 I'Colurn.n 2 6.25 '• Lbyy Lateral 11 M13 I Brace 2 13.089 Lbw Lateral - Joint Coordinates and Temperatures I kI v rf.i v rc+1 7 ffl r NI 0 0 -7.5 '. N2 . 5 .. . . 0 -7.5' 0 • 3 N6 5 6.25 -21.83 0 4 N7 "' : .. '0 ' . 6.25.. . -16,5 .0 5 N8 . 5 6.25 -16.5 0 6 •• . . 'Ng ' 5 . •" .. :6.25 -21.83 .0 . _L_ NiO . -6.5 6.25 -16.5 8 N1 :, -1.5.' .' .6,25 . . . . " .:o'. ... . 9 N12 -6.5 14.5 -3.5 0 10 N13 -15 145 -35 0 jj N14 5 0 -16.5 0 ..N15' . :..0.' 165: - Member Area Loads (BLC 1: Dead) InIn+ A I,'sjnl P I.Inf (' i,i.,+ r Ar.Sl N8 N2 NI N7 Y B-C -12 "NI ".J9 N6.' " . N8 " 'y . . "A-B . .' 3 N10 Nil N13 N12 Y A-B -12 - Member AreaLoads(BLC 2:Live) I,sin+ A P 1' I..h.. F .a:... 1 NO N2 NI N7 Y -C :100 2 ''N10 .:'.N9 'N9 ..N6 .: ".NB ',,_Y._.,':,'A-B. _B .. Nb Nil N13 N12 Y A-B -100 Member Area Loads (BLC 3: EQ X) Member Area Loads (BLC 4: EQ Z) Basic Load Cases Dl (' +-o.,s, V V 7 I..3,4 fl.....& .k..4.A A........IRA... L. Dead DL -1 3 -'2 Live .'LL .-' "..' .. . .3:,' 3 EQX ELX -1 2 4 , EQ _Z .':.ELz.. ,•' -1.' :,.' '2 5 BLCITransIent Area.. None 6 6 BLC 2 TranslentAea.. '.None ': :' ... . 6 . 7 BLC3 Transient Area.. None 4 8 BLC 4 TransIent Area.. None . . . . .._4 RISA-31D Version 16.0.1 [E:\Projects\i 5\15-079.06 ViaSat Bldg 13 Tl\ViaSat B13 Lobby Stair.r3d] Page 3 /0 Designer : DM 11:57 AM IIIRI S Company : Wiseman + Rohy Structural Engineers Jan 25, 2018 Job Number : 15-079.06 Checked By: ANEMETScEK COMPANY Model Name : ViaSat Building 13- Lobby Stair Load Combinations fle.rn+irn rI Dfl cD PI ('.4 DI ('I..f DI or 1' DI(' .e DI f' ..,.4 Di r' DI 01 rs • f MIMI Envelope Joint Reactions IrIn+ V riki I 1' V ni., I 1' ru.., I rs RAV rn. U1 I r' ,u,s, _L. NI maxl 86.52 181 2537.013 2 0 j_ 0 ...1 0 0 _t. _2_ mm. 0 23 172 776 2 0 1 0 _1 0 2 0 .t N2 86.528 jj 844.423 0 j 0 _1 - 0 - 0 23 _4_ mm -.04 ..2. 40.963 22 0 j_ 0 ..1 0.. 1 0 i 5 N13 max 574.243 18 3611.517 21 4205.436 19 0 1 0 1 0 1 i:. -.045 21 242,787':: 22 -161 631 .2.. 0 .7_ N12 ma 574.24 22 2415.656 2 508.557 23 0 _1 0 0 1 .L. mm 0 23 115,209 23 - 331 22 0 1 0 1. 0 j. 9 N14 max 25.173 22 13217.149 2 70.277 2 0 1 0 0 1 __________ 0 23 -802 141 -7 6 .j 0 J 0 1 0 .1. it N15 ma 3453.1 .1 13847.12 2 72.943 19 0 1 0 . - 0 1 12_ mm -947 _2 -213391 Z 04 L 0 _1 0 1 0 _i_ 13 N6 max 0 1 0 1 0 1 0 1 0 1 0 1 L1L-._min o-i•.. o-.-. .l - 0 1..0..1 :o :i -o.. 1• 15 NIO max -0 il 0 1 1 0 1 0 i_ 0 19 0 .1.. mino .f -0 .".j:'O.-j 0 i-5-2-58.65j :o ..i 17 Totals: max 4799.73 22 36323.348 - 2 4799.73 - min' 0 19 1 1 2716.419 18 :.'0.'- * 118 — Envelope Joint Displacements Inh,f V flnl I f, v r..., u t, -, n...1 • r' 1 NI max 0 23 0 22 .389 2 0 1 I SX#SL.IIIIJ! U ... 0 2 £_I\QUIJI I I -- 3.265e-03 2 -mm 0 J 0 2. -.155 2. 0 J. '0 '2a -4.635°3'23 3 N2 . max 0 2 0 22 .408 2 0 1 1.415e-02 18 0 18 - .mln 0- i-0 -2'-,'636'2 0 1-5.515e-0723 ''0 'Z. 5 N6 max .005 2_ -.015 1221 .401 2 0 j_ 0 1 3.83e-07 23 iA..1 1mm I -.282 22. -.212 : - -636- 2 '0 1 '0 - .1 -6.82e-03 1 18 RISA-31D Version 16.0.1 [E:\Projects\15\15-079.06ViaSat Bldg 13T1\ViaSat B13 Lobby Stair.r3d] Page 4 - R i Company : Wiseman + Rohy Structural Engineers Jan 25, 2018 Designer : DM 11:57 AM Job Number 15-079.06 Checked By:___, ANEMEI$CHEKCOMPANY Model Name : ViaSat Building 13- Lobby Stair Envelope Joint Displacements (Continued) .IrJnf Y flnl I (' V flnl I C 7 flnl I ( V Dn++ I (' V I t' 7 D,e..... F If' 7 N7 max 005 2 041 23 213 2 -1.24e-04 22 6.266e-03 23 1 213e03 2 8 . mm -.009 ,22 -.253 2 -.126 23 -1.484e-03, 2 -2.956e-03. 2. '-2.833e-04 23 9 N8 g .005 2.. 0 22 .401 2 -1.323e-04 23 4.334e-03 18 3.83e-07 23 .min -.008 , '-.01 2.. -.636 23 -1.79e-03 2 -1.237e-08 .L -6:82e-03 18- 11 N9 max .005 2 -.014 22 .007 2 0 1 0 1 9.406e-03 18 '12''' mm -.282 22 -.167 2 0 . .23 0 i 0 '1 -2.9018-0723' 13 NiO max 1 .005 2 1 0 23 .007 2 -1.083e-04 22 0 18 9.406e-03118 1.4... mm -.01 . 22 '-.011 '2. .0 •... '-1.0886-03 ., .0.' 119 .23 15 NIl max '.005 2 .043 23 .161 2 -1.204e-04 22 3.781e-03 23 1.48e-04 23 -009 22 -.254' '2 '-.032'' 23 4.393e-03 .2 '-2'.786e.03 2' -1.18T03 17 N12 max 0 23 0 231 0 22 0 _i_ 0 1 i 9.406e-03 18 18 0 22 0 2 0 23 0 _1 - 0 1 2 901 e-07 23 19 N13 max 1 0 21 1 0 22 0 2 0 _1_ 0 _1_ 2.547e-03 23 .20 min 0" ..ii .0'..21, '0 190' _i_ ...: _1.-2.905e-03'2 21 N14 max 0 23 0 22 0 , i. 0 1 ,2_ 4.334e-03 18 0 22 ruin 0 22 0 0 0 -1 237e-08 0 L 23 N15 max 0 2 0 23 0 1 2.219e-03 22 0 18 0 1 124.' ' . ' ."rnj "0'. .0.. ' . 0:' '.jL9'-1.79é-0 0'' .' 2 ' .0' " ..Envelope AISC 14th(360-10): LRFD Steel Code Checks Qk,n.. ('k,.I, I .,.rcn I f' r ,,,,rm i-v.. i I' .. n n,i I Mi HSS12x3x4 .1 97 109572 027 10.957 v 12 1128633.02 274482 121464.755179oo5 2 Hi-lb .2. . M2 . HSS12x3x4 ' ;196 " 0' 21:, :023 O 'y 12 200806.1.. 274482 121464,755 79005' 1.'Hi-1b 3 M3 HSS12x3x4 .072 525 2 .016 0 v 12 1128633.02 274482 21464.755 79005 L. H1-1b 4 M5 HSSII2x3x4 286 A=O. 039 ..5.33 z l2008061 274482 2146475 79005 1 H1-Th M6 HSS12x3x4 .215 0 2 .031 2 73457,725 274482 21484.75 79005 2... HI-lb 6 M7 ISS12x3x4 154 20 023 12 73457725 274482 2146475 79005 1 HI-lb 7 M8 HSS10x4x4 .380 6.469 2 .062 16.25z 2 158104.1.. 255438 28666.687 65550 1... Hi-lb M9 ISS12x3x4'''103 Z 022' 2 121,236.1.. 274482 21464:755 '79005 .. Hl1b _,.9_ Mb HSS4x4x4 .112 _0 _ Z .001 23118476.3.. 139518 16180.5 16180.5 1 Mu HSS4x4x4 .116 Z' .'.001 H1-1b J '0 y' 18118476.3.. 139518 16180.5 16180.5 l HI,lb* II M13 L5x5x5 .159 6.135 i .002 0 ' 27554.787 127098 17495.944 11268.252 1 H2-11 RISA-31D Version 16.0.1 [E:\Projects\15\15-079.06 ViaSat Bldg 13 Tl\ViaSat B13 Lobby Stair.r3d] Page 5 Building 13 Rooftop Dish Farm Dish Farm grid with 54 dish foot plates Grid for dish farm Is based on using 15/8 inch 12 GA deep channel Uni-strut. Uni-strut Corp. Model P5000 with T hole pattern in standard 20 foot lengths Is what was used to plan the grid. The Uni-strut is to be mounted In pairs on 8 inch centers to 6 x 20 W-beams secured to building. Uni-strut pairs are to be spaced 60 inches apart. Each Un-strut is to be secured to each W-beam support with 2 each 5/8 inch bolts with fiat and lock washers. 12 inch cable tray on side of farm In direction of Hoffman enclosures. All rooftop material should have weather resistant finish. W-Beams to be level, and as close as possible to roof finish to allow roof finish servicing as needed. Roof finish to allow light foot traffic for occasional dish Installation and maintenance. Nothing higher than 6 feet at the outer edge of the 8 foot Dish to Satellite Une of Sight clearance area. Four Hoffman boxes with one conduit each from chaseway. GPS antennas to be mounted to Uni-strut at Hoffman boxes. All items to be grounded. Ughtning Rod mounted on U ni-strut at Hoffman boxes. Dish mount foot plates and Exceed Dishes shown on drawing for illustrative purposes T and demonstrate quantity that can be mounted based on required spacing between dishes. These are installed byViaSat. eisa, Urn-strut mounted in pairs center Not to scale Elevation Illustration Dish @28 DoVes VS2 EfevartiOnn 01 6 O Botton. of Dish to t Rocfspprorimetion 2 Fen L BOOm& I Dish thSe Une of Work Zone Sight clearance Zone 13 AtbL /2-c'c2e ooI= bLcj -) e f -r = 70 P L /Ctet (O4&)j3O.1 5(' 3 PS F L-0 At> At t&L :-5 f=6'o &5*r 5Th- IS (City of Carlsbad Print Date: 02/28/2019 Permit No: PREV2018-0043 Job Address: 2511 Gateway Rd Permit Type: BLDG-Permit Revision Work Class: Residential Permit Revisi Status: Closed - Finaled Parcel No: 2132601100 Lot #: Applied: 02/21/2018 Valuation: $0.00 Reference #: Issued: 04/02/2018 Occupancy Group: Construction Type Permit 02/28/2019 Finaled: # Dwelling Units: Bathrooms: . Inspector: Bedrooms: . Orig. Plan Check #: 6C2017-0508 Final Plan Check U: Inspection: Project Title: Description: VIASAT: BLDG 13 ADD MECH PAD // MOVED AIR COMPRESSOR LOCATION // ARCHITECTURAL, PLUMBING & ELECTRIC CHANGES 0 Owner: Contractor: / PIVOTAL 650 CALIFORNIA ST LLC THE WHITING TURNER CONTRACTING CO 1702 E Highland Ave Pacific Co, 310 . PHOENIX AZ 85016 ( I 858-792-0600 FEE AMOUNT FIRE Expedited Plan Review Per Hour - Office Hours $132.00 MANUAL BUILDING PLAN CHECK FEE $328.13 Total Fees: $460.13 Total Payments To Date: $460.13 Balance Due: $0.00 Building Division . 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 760-602-8560 f I www.carlsbadca.gov cr City of PLAN CHECK REVISION Development Services Building Division Carlsbad APPLICATION 1635 Faraday Avenue B-15 760-602-2719 www.carlsbadca.gov Plan Check Revision No. POl Y4 3 Original Plan Check No. CBC2017-0508 Project Address 2511 Gateway Road Contact Milos Makaric Ph 858.793.4777 Email milosm@sca-sd.com Contact Address 13280 Evening Creek Dry South General Scope of Work Changes to the permitted T. I. plans Date 2/21/2018 Fax 858.793.4787 City San Diego Zip 92128 Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: Plans j Calculations Soils Energy 7 Other 2. Describe revisions in detail 3. List page(s) where each revision is shown 4. List revised sheets that replace existing sheets See attached list of changes Does this revision, in anyway, alter the exterior of the project? EYes No Does this revision add ANY new floor area(s)? E1 Yes MV No Does this revision affect any fire related issues? Yes JNo Is this a complete set? J Yes 7v No €S'Signature 1635 Faraday A% Carlsbad, CA 92008 Eli: 760-602-2719 E: 760-602-8558 Email: building@carisbadca.gov wwwcarlsbadca.gov co 5TucnoLt c4E Sca. R C H I I E C T U ViaSat Building #13 Tenant Improvement - Construction Change #3: DELTA #7- For Review with City of Carlsbad Compressor Plan Check Number: CBC2017-0508 Project Address: 2511 Gateway Road —'V Sheet Number(s) I Plan Change Architectural 13-A121 Added roof pad 13-A501 Added detail 13 Structural Sheet 13-S2.313 Framing and details for added mechanical pad Sheet 13-S3.1 Details for mechanical pad framing and attachment and beam strengthening Structural Calculations Attached Plumbing 13-P002 Air compressor schedule added. 13-PlOD Compressed air piping changed. Air compressor removed from first floor. 13-P1O1 Compressed air pipe size changed. 13-P102 Compressor & floor sink removed. 13-P15 Compressed air piping added in shaft. 13-P109 Compressed air piping & trap primer added. 13-Pill Sanitary piping added for RR-1 for condensate. 13-P112 Air compressor and associated equipment added to roof. Electrical 13-EO.3 - Updated T-24 Calculations. 13-EO.4 - Updated 1-24 Calculations. 13-EO.5 - Updated T-24 Calculations. 13-EO.6 - Updated 1-24 Calculations. 13-EO.7 - Updated 1-24 Calculations. 13-EO.8 - Updated T-24 Calculations. 13-E2.1A - Moved Air Compressor and associated notes to Roof Plan. 13-E3.413 - New Location of Air Compressor shown. Prepared by: 2/20/2018 'I EsGil A SAFEbuiItCompany DATE: 3/5/2018 LI APPLICANT VJ URIS. JURISDICTION city of Carlsbad PLAN CHECK #.: CBC2017-0508 REV3(PREV2018-0043) SET: I PROJECT ADDRESS: 2511 Gateway Rd. PROJECT NAME: ViaSat Bressi Ranch-Bldg. 13 T. I. Revisions The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. El The plans transmitted herewith will substantially comply with the jurisdiction's 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 until corrected plans are submitted for recheck. El The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. Lii EsGil staff did advise the applicant that the plan check has been completed. Person contacted -' Telephone #: Date contacted: (b) Email: Mail Telephone Fax In Person REMARKS: By: David Yao Enclosures: approved plan EsGil 2/23/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBC2017-0508 REV3(PREV2018-0043) 3/5/2018 [DO NOT PAY - THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK#.: CBC2017-0508 REV3(PREV20 18-0043) PREPARED BY: David Yao DATE: 3/5/2018 BUILDING ADDRESS: 2511 Gateway Rd. BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb 113y Ordinance 1997 UBC Building Permit Fee V 1997 (JBC Plan Check Fee 'V Type of Review: I1 Complete Review Repetitive Fee Li Other Repeats Hourly EsGil Fee * Based on hourly rate 13 Li Structural Only 2.5 Hrs.@ $105.00 I $262.501 Comments: Sheet of RECEIVED FEB 212018 CITY OF CARLSBAD BUILDING DIVISION WISEMAN+ROHY _ S TRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS FOR VIASAT BUILDING 131.1. - Delta 7 CARLSBAD, CA FEBRUARY 15,2018 W + R JOB #15-079.06 4ESs,o OF c 9915 Mira Mesa Blvd. Suite 200 San Diego, CA 92131 TEL. (858) 536-5166 WRENGINEERS.COM FAX. (858) 5 163 Floor Map _____ RAM Steel 15.07.00.17 DataBase: Building 13 T.I 02/14/18 14:19:18 %JiBenttey- Building Code: IBC Steel Code: AISC 360-10 LRFD Floor Type: Type: MAIN ROOF Beam Designs 1-oR— Floor Map RAM Steel 15.07.00.17 Page 2/2 - DataBase: Building 13 T.I 02/14/18 14:19:18 %Jeenttey- Building Code: IBC Steel Code: AISC 360-10 LRFD Surface Loads Label DL CDL LL Reduction PLL CLL Mass DL psf psf psf Type psf psf psf Typ. Roof. 17.0 0.0 20.0 Roof 0.0 0.0 25.0 Roof-Ant. 33.0 0.0 20.0 Roof 0.0 0.0 31.0 Mechl Roof 69.0 59.5 20.0 Roof 0.0 10.0 75.0 Mech'l Unit 163.0 59.5 0.0 Roof 0.0 10.0 132.0 WISEMAN + ROHY -- .... STRUCTURAL ENGINEERS BY ______ DATE ______ PROJECT . SHEET NO. ______ OF JOB NO. .....-.. .... ¶._................. 14 1 :Ix 13O 711 et ZL __ it') .- •((Fo ... • .........•: : . (.' j 0 ...sj. 5. k-r- ... ... . . . M.6- IL—Er : _SC- T16'FLLrr LACLI .o6 • el 14. c2o'c. Gravity Beam Design RAM Steel 15.07.00.17 RAM SVucWraISysiin DataBase: Building 13 T.I 02/14/18 14:01:15 IBentew Building Code: IBC . Steel Code: AISC 360-10 LRFD Floor Type: MAIN ROOF Beam Number 463 SPAN INFORMATION (ft): I-End (264.02,31.33) J-End (264.02,65.25) Beam Size (User Selected) = W12X19 Fy = 50.0 ksi Total Beam Length (ft) L= 33.92 Mp (lcip-ft) = 102.92 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 21.917 0.07 21.917 1.08 0.00 0.01 0.00 0.00 0.0 0.10 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.123 0.144 0.0% Roof 0.000 21.916 0.123 0.144 . 0.000 2 21.917 0.897 0.000 0.0% Roof 0.000 33.916 0.897 0.000 . 0.000 3 0.000 0.019 0.000 --- ., NonR 0.000 33.916 0.019 0.000 0.000 SHEAR (Ultimate): Max Vu (1.4DL) = 15.10 kips 1.00Vn = 86.01 kips MOMENTS (Ultimate); Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 97.1 21.9 0.0 1.00 0.90 92.63 Controlling 1.2DL+1.6LL 97.1 21.9 0.0 1.00 0.90 92.63 REACTIONS (kips): Left Right DL reaction 4.45 10.79 Max +LL reaction 2.17 1.08 Max +total reaction (factored) 8.82 15.10 DEFLECTIONS: (Camber = 2-1/2) Dead load (in) at 18.15 ft = -3.199 LTD = 127 Live load (in) at 17.81 ft = -0.850 L/D = 479 Net Total load (in) at 17.81 ft = -1.548 L/D = 263 Gravity Beam Design OW RAM Steel 15.07.00.17 1stmcwraIsytom DataBase: Building 13 T.I IBenttey, Building Code: IBC 02/14/18 14:01:15 Steel Code: AISC 360-10 LRFD Floor Type: MAIN ROOF Beam Number = 305 SPAN INFORMATION (ft): I-End (271.23,3133) J-End (271.23,65.25) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 33.92 Mp(kip-fi) = 138.33 POINT LOADS (ldps): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 8.479 0.84 0.00 0.0 0.75 0.00 0.0 1.97 13.9 0.00 0.00 0.0 0.00 0.00 0.0 -1.18 13.9 0.00 16.958 0.84 0.00 0.0 0.75 0.00 0.0 1.97 13.9 0.00 0.00 0.0 0.00 0.00 0.0 -1.18 13.9 0.00 21.917 0.07 25.438 1.04 0.00 0.0 0.75 0.00 0.0 1.69 13.9 0.00 0.00 0.0 0.00 0.00 0.0 -0.59 13.9 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.061 0.072 13.9% Roof 0.000 21.916 0.061 0.072 0.000 2 21.917 0.587 0.000 0.0% Roof 0.000 33.916 0.587 0.000 0.000 3 0.000 0.022 0.000 --- NonR 0.000 33.916 0.022 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 15.96 kips 1.00Vn = 94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb hp-ft ft ft 131.2 17.0 0.0 1.00 0.90 131.2 17.0 0.0 1.00 0.90 Left Right 3.87 8.07 4.53 3.93 -1.19 -0.97 11.89 15.96 18.32 ft = -1.716 LAD 237 17.30 ft = -1.604 L/D = 254 17.30 ft = -2.069 LAD = 197 Phi Center Max+ 1.2DL+1.6LL Controlling 1.2DL+1.6LL REACTIONS (kips): DL reaction Max +LL reaction Max -LL reaction Max +total reaction (factored) DEFLECTIONS: (Camber = 1-1/4) Dead load (in) at Live load (in) at Net Total load (in) at Phi*Mn kip-ft 124.50 124.50 - (ãityof Carlsbad Print Date: 02/28/2019 Permit No: PREV2018-0090 Job Address: 2511 Gateway Rd Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revi5 Status: Closed - Finaled Parcel No: 2132601100 Lot #: Applied: 04/02/2018 Valuation: $ 0.00 Reference #: Issued: 06/18/2018 Occupancy Group: Construction Type Permit 02/28/2019 Finaled: # Dwelling Units: Bathrooms: Inspector: Bedrooms: Orig. Plan Check #: CBC2017-0508 Final Plan Check #: Inspection: Project Title: Description: VIASAT: MULTIPLE P/M/E & ARCHITECTURAL CHANGES Owner: Contractor: PIVOTAL 650 CALIFORNIA ST LLC THE WHITING TURNER CONTRACTING CO 1702 E Highland Ave Pacific Co, 310 ) PHOENIX, AZ 85016 858-792-0600 FEE AMOUNT MANUAL BUILDING PLAN CHECK FEE • $656.25 Total Fees: $ 656.25 Total Payments To Date : $ 656.25 Balance Due: • $0.00 Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov c City of PL 16 AN CHECK REVISION Development Services 35 Faraday Avenue ar Clsbad APPLICATION Building Division B-15 760-602-2719 www.carlsbadca.gov Plan Check Revision No. (i 901 Original Plan Check No. CBC2017-0508 Project Address 2511 Gateway Road Contact Milos Makaric Ph 858.793A777 Email milosm@sca-sd.com Contact Address 13280 Evening Creek Div South General Scope of Work Changes to the permitted T. I. plans Date 4/2/2018 Fax 858.793.4787 CityZ Zi p Y1P1] Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: F71Plans Calculations El Soils Energy El Other 2. Describe revisions in detail 3. List page(s) where each revision is shown 4. List revised sheets that replace existing sheets See attached list of changes Does this revision, in any way, alter the exterior of the project? El Yes 12] No Does this revision add ANY new floor area(s)? El Yes F--11 No Does this revision affect any fire related issues? El Yes 12I No Is this a complete set) Yes El No Signature 1635 Faraday Avenue, Eh. 760-602-2719 E: 760-602-8558 Email: building@carlsbadca.gov wwwcarlsbadcagov scaA R C. H I T E C T U ViaSat Building #13 Tenant Improvement - AS BUILTS Plan Check Number: CBC2017-0508 RECEIVED Project Address: 2511 Gateway Road APR 0 2 2018 Delta #3: FB13-102 11/20/17 CITY OF CP%RLSBAD Delta #5: FB13-103 1/29/18 BUILDING DIVISION Delta #6: FB13-104 2/7/18 Sheet Number(s) I Plan Change Architectural 13-TS1 Delta 3: • Added electrical sheet to the index 13-AO01 Delta 3: • First floor updated to reflect new walls in labs and new fire extinguisher locations 13-A1O1 Delta 3: • Room 1-001: added new wall • Room 1-082: added new wall • Modified/added doors: 1-001A, 1-00113, 1-002, 1-003, 1-004, 1-082A, 1-08213, 1-083, 1- 119, 1-120 and added card readers • Modified wall types 'B' and 'C' to include a third layer of gypsum board • Added a conduit box detail to room 1-083 • Modified/added fire extinguishers 13-A102 Delta 3: • Added a sink to room 1-053 • Added equipment for reference only (owner provided) • Modified wall types 'B' and 'C' to include a third layer of gypsum board • Added an owner provided, contractor installed Gantry crane. • Modified wall between gym and lab- added wall type W. Moved recessed fire extinguisher in gym. Delta 5: • Revised walls in Workshop 1-053 and DP Lab 1-054 • Revised doors 1-05313, 1-054A, 1-055 . 13-A103 Delta 3: • Modified wall types 'B' and 'C' to include a third layer of gypsum board • Removed keynote #20 indicating a third-layer of gypsum board in particular locations Delta 5: • Revised storefront systems in conference rooms 13-A104 Delta 3: • Modified wall types 'B' and 'C' to include a third layer of gypsum board • Removed keynote #19 indicating a third layer of gypsum board in particular locations sca A R C H I T E C • Added keynote #19 noting a block of offices to have modified type 'C' walls. Delta 5: • Revised storefront systems in conference rooms 13-A105 Delta 3: • Modified wall types 'B' and 'C' to include a third layer of gypsum board • Removed keynote #18 indicating a third layer of gypsum board in particular locations Delta 5: • Revised storefront systems in conference rooms 13-A106 Delta 3: • Modified wall types 'B' and 'C' to include a third layer of gypsum board • Removed keynote #17 indicating a third layer of gypsum board in particular locations • Added keynote #17 noting a block of offices to have modified type 'B' and 'C' walls. Delta 5: • Revised storefront systems in conference rooms 13-Alli Delta 3: • Added 2' wide ladder cable trays to laboratories • Modified light fixture and mechanical grill locations Delta 5: • Revised shades to be Motorized with daylight sensor and timer per keynote #7 13-A112 Delta 3: • Removed drop in ceiling in rooms 1-053, 1-054, and 1-055 • Modified light fixture type • Added an owner provided, contractor installed Gantry crane Delta 5: • Revised walls in Workshop 1-053 and DP Lab 1-054 • Revised lighting and mechanical diffusers 13-A422 Delta 3: • Removed keynote indicating a third layer of gypsum board in particular locations 13-A423 Delta 3: • Modified Mail Station interior elevation #5: Removed custom mail sorter Removed cubbies and added base cabinets 13-A424 Delta 5: • Revised storefront systems in conference rooms 13;A425 Delta 5: • Revised storefront systems in conference rooms 13-A426 Delta 5: • Revised storefront systems in conference rooms sca A R C H I I E C 13-A428 Delta 3: • Added Digital Signage requirements #5 13-A501 Delta 3: • Added Detail 11: Conduit Box • Added Detail 12: Conduit Box- Elevation 13-A502 Delta 3: • Modified wall type 'B' and 'C' to include a third layer of gypsum board U.N.O. • Added wall type 'K' to wall schedule 13-A600 Delta 3: • Modified/added doors: 1-001A, 1-001B, 1-002, 1-003, 1-004, 1-082A, 1-082B, 1-083, 1- 119, 1-120 and added card readers • Added door hardware number to schedule (see door hardware specifications) • Revised 45 min rated doors to have Timely frames Delta 5: • Revised door 1-053B, 1-054A, 1-055 13-A601 Delta 3: • Added door hardware number to schedule (see door hardware specifications) • Revised 45 min rated doors to have Timely frames Mechanical 13-M003 Delta 3: • Adjusted terminal unit schedule to match updated heat dissipation loads in lab spaces. Delta 5: • Changed size & CFM of (4) terminal units: 2120A/B & 2122A/B. Delta 6: • 24/7 Operation for terminal units for the labs. 13-M004 Delta 3: • Adjusted terminal unit schedule to match updated heat dissipation loads in lab spaces. 13-MOO5 Delta 3: • EF-7, CU-4, CU-S, FCU-8, & FCU-9 provided on schedule Delta 6: • RR-11 added and 24/7 operation for EF-5 added. 13-M1O1A Delta 3: • Ductwork, grilles, transfer boots & terminal units resized to match updated heat dissipation loads in lab spaces. 02 sensors added in spaces containing liquid nitrogen. FCU-8,9 shown in server room and UPS room 13-M1O1B Delta 3: • Ductwork, grilles, transfer boots & terminal unit's resized to match updated heat dissipation loads in lab spaces. 02 sensors added in spaces containing liquid nitrogen. Exhaust added for soldering station. Delta 5: • Changed terminal unit sizes per schedule. • Moved terminal units. • Changed ductwork size of supply & return. scaA R C H I T E C • Removed diffusers, added transfer duct, moved transfer grilles. • Changed CFMs of diffusers & grilles. • Moved thermostats. Delta 6: • RG-11, CFSD, MD-SR-1, MD-SS-1 & MD-R-I dampers added inside of the shaft. Dampers will require access door per key note 12. 13-M102B Delta 6: • MD-SR-2 & MD-R-2 added. Will require access doors. 13-M10313 Delta 6: • MD-R-3 added 13-M104 Delta 3: • EF-7, CU-4 & CU-5 shown on roof. Space allocated for future air cooled condensing units for thermal chambers on roof. 13-MP101B Delta 5: • Moved piping to match up with terminal units. Plumbing 13-PiOO Delta 3: • Provided compressed air piping and air drops for each workstation and all required spaces. Provided self-contained eyewash. Provided (2) FS's. (i) for thermal chamber condensate. (1) for air compressor condensate. Provided (i) trap primer for both floor sinks. 13-P1O1 Delta 3: • Provided CW/HW for sink in workshop. Provided compressed air for CNC. Provided self- contained eyewash. 13-P102 Delta 3: • Sanitary, vent & cleanouts provided for floor sinks. 13-P103 Delta 3: • Sanitary, vent & cleanout provided for sink. Electrical 13-EO.1 Delta 3: • Added new panel schedule sheet to sheet index. Delta S: • Added symbol to Lighting Symbols and Descriptions Delta 6: • Added motor Damper symbol to symbol legend. 13-EO.2 Delta 3: • Added new luminaire (1-4213) to luminaire schedule 13-E1.113 Delta 3: • Revised lighting in lab space 1-053, 1-054 and 1-055. Delta 5: • Revised lighting in DP Lab 1-054 and Workshop 1-053 scaA RCH I T E C T U R 13-E2.1A Delta 3: • Add power for compressor in Hall-i 1-102-1 • Added power outside lab space 1-083 13-E2.4A Delta 3: • Added one additional conduit from roof Hoffman box to first floor. 13-E3.113 Delta 6: • Provided power to new Motor Dampers and new SFD's 13-E3.213 Delta 6: • Provided power to new Motor Dampers. 13-E3.3B Delta 6: • Provided power to new Motor Dampers. 13-E4.1 Delta 3: • Added Transformer T-LA6 and Distribution board LA6 to singleline diagram. 13-E5.2 Delta 3: • Updated all lab panel schedules and sizes of panels. Delta 5: • Updated panel schedules for revised loads 13-E5.3 Delta 6: • Added new motor damper circuit to panel MP3 and updated load for SFD circuit. 13-E5.4 Delta 3: • New sheet showing updated lab panel schedules. Delta 5: • Updated panel schedules for revised loads 13-E6.1 Delta 3: • Added Transformer T-LA6 and Distribution board LA6 to electrical room 1-087. 13-E6.2 Delta 3: • Revised lab enlarged plans. Delta 5: • Added motorized shade power for rooms BBX & Flex 1-001 and BBX & Flex 1-119 13-E6.3 Delta 3: • Revised lab enlarged plans. Delta 5: • Revised power circuiting for new workshopi-053 and DP Lab 1-054 layouts and power requirements Prepared by: Milos Makaric, Project Architect Date: 4/2/2018 EsGil A SAFEbuiLtCompany DATE: 4/12/2018 U APPLICANT ,A'J U RI S. JURISDICTION: City of Carlsbad) PLAN CHECK #.: CBC2017-0508REV4(PREV2018-0090) SET: I PROJECT ADDRESS: 2511 GátewayRd. PROJECT NAME: ViaSat Building 13 T. I. Revisions The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. \ LII 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. "LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted forrecheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: __'4b?, ) Email: Mail Telephone Fax In person LI REMARKS: By: David Yao Enclosures: approved plan EsGil 4/5/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 City of Carlsbad CBC2017-0508REV4(PREV2018-0090) 4/12/2018 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2017-0508REV4(PREV2018- 0090) PREPARED BY: David Yao DATE: 4/12/2018 BUILDING ADDRESS: 2511 Gateway Rd. BUILDING OCCUPANCY: B/F-1 BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code ICb IBY Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance V _________________ Type of Review: E Complete Review E Structural Only Repetitive Fee El Other V Repeats Hourly 5 Hrs. @ * EsGil Fee $105.00 I $525.00I * Based on hourly rate Comments: Sheet of ,(/"( C of Carlsbad Print Date: 02/28/2019 Permit No: PREV2018-0158 Job Address: 2511 Gateway Rd Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revi5 Status: Closed - Finaled Parcel No: 2132601100 Lot #: Applied: 06/18/2018 Valuation: $0.00 Reference #: Issued: 11/29/2018 Occupancy Group: Construction Type Permit 02/28/2019 Finaled: # Dwelling Units: Bathrooms: Inspector: AKrog Bedrooms: Orig. Plan Check U: CBC2017-0508 Final - Plan Check U: Inspection: Project Title: Description: VIASAT: DEFERRED ROPE BRIDGE Owner: Contractor: PIVOTAL 650 CALIFORNIA ST LLC . THE WHITING TURNER CONTRACTING CO 1702 E Highland Ave Pacific Co, 310. PHOENIX, AZ 85016 858-792-0600 FEE S AMOUNT MANUAL BUILDING PLAN CHECK FEE $328.12 Total Fees: $ 328.12 Total Payments To Date: $ 328.12 Balance Due: $0.00 LI Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 760-602-8560 f www.carlsbadca.gov PLAN CHECK REVISION OR Development Services city of DEFERRED SUBMITTAL Building Division Carlsbad APPLICATION 1635 Faraday Avenue 760-602-2719 B-I 5 www.carlsbadca.gov Original Plan Check Number iC 20 ': 0 3X' Plan Revision Number ¶ EI21Dtb -_0 15 ? Project Address 'Zr' I, General Scope of Revision/Deferred Subm CONTACT INFORMATION: Name Phone 2Gi Fax Address 25C)I (C4eW 'd\ cityCckitcA Zip Email Address COIO octjt.Qt U1tfr- 'Qr.((i'r. Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: LI Plans ["Calculations LI Soils LI Energy LI] Other 2. Describe revisions in detail 3. List page(s) where each revision is shown u'tz ,j 349 P32.ZpZ 4. Does this revision, in any way, alter the exterior of the project? LI Yes 'No Does this revision add ANY new floor area(s)? LI Yes I'No Does this revision affect any fire related issues? LI Yes Is this a complete set? L4es LI No Signature b44 Z,) Th-.._- Date 1635 Faraday Avenue, Carlsbad, CA 92008 b: 760-602- 2719 f: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov scaA R C H I T E CT U ARCHITECT'S FIELD BULLETIN NO.13-I 05 DESCRIPTION: _______ FB changes noted with Delta #T dated 6/15/2018: Architectural: 13-A106 Modified Break Area 3-147 13-A402 Modified interior elevations Added detail 18 13-A426 Modified interior elevation 1 B 13-A600 Added door type 'G' 13-A601 Modified door schedule 3-147 Structural: S2.2A- Framing and details for bridge support S2.3A- Framing and details for bridge support S3.1- Details added for bridge support Attachments: Architectural drawing sheets as noted above Structural drawing sheets as noted above RECEIVED JUN 222018 CITY OF CARLSBAD BUILDING DIVISION 13280 Evening Creek Drive South, Suite 125 I San Diego, CA 92128 1. 858.793.4777 I sca-sd.com EsGil. A SAFEbui1tCompany DATE: 6/28/2018 0 APPLICANT JURIS. JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2017-0508.REV5(PREV2018-0158).1 SET: Ir PROJECT ADDRESS: 2511 Gateway Rd. PROJECT NAME: Via Sat Building 13 T. I. Revisions 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. Liii 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 until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by) Email: Mail Telephone Fax In Person LII REMARKS: By: David Yao Enclosures: approved plan EsGil log 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbulif Company DATE: 6/27/2018 JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2017-0508.REV5(PREV2018-0158) PROJECT ADDRESS: 2511 Gateway Rd. PROJECT NAME: Via Sat Building 13 T. I. Revisions IJ APPLICANT U JURIS. SET: I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. El 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 until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Caroline Battey EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Caroline Battey Telephone #:854.444 UJI AD Date contected: .(.)2.7 (by: ) Email: caroline.batteywhiting-turner.com elIone Fax In Person [II REMARKS: By: David Yao Enclosures: EsGil 6/21/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBC2017-0508.REV5(PREV2018-0158) 6127/2018 GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad 0508.REV5(PREV2018-0158) PROJECT ADDRESS: 2511 Gateway Rd. DATE PLAN RECEIVED BY ESGIL: 6/21/18 REVIEWED BY: David Yao PLAN CHECK #.: CBC2017- DATE REVIEW COMPLETED: 6/27/2018 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. Please indicateThere if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes 13 No City of Carlsbad CBC2017-0508.REV5(PREV2018-0158) 6/27/2018 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. The permit application shows the rope bridge in room 3-147. Room 3-147 is a small breakroom. It cannot fit 17.83' bridge. Please provide revised floor plan to show the location of the rope bridge. 2. Sheet 5 of 8 of the bridge design shows the support structure of the bridge by others. Please provide structure detail and calculation to show how the rope bridge been supported? Any effect to the existing structure? The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil. Thank you. City of Carlsbad CBC2017-0508.REV5(PREV2018-0158) 6/27/2018 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2017- 0508.REV5(PREV20 18-0158) PREPARED BY: David Yao DATE: 6/27/2018 BUILDING ADDRESS: 2511 Gateway Rd. BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) rope bridge Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code lCD IBY Ordinance I Bldg. Permit Fee by Ordinance V Plan Check Fee by Ordinance V Type of Review: El Complete Review Fj Structural Only F MP- ui 0~ Repetitive Fee i --i Repeats * Based on hourly rate U Other Hourly 2.5 Hrs. @ * EsGil Fee $105.00 I $262.501 Comments: Sheet of RECEIVED J WI SEMAN+ROHYTyOF CARLSBAD UN 22 7018 J STRUCTURAL E N G I N E E JILDING DIVISION SUPPLEMENTAL CALCULATIONS FOR VIASAT BLDG 13- DELTA 12 FB#13-108 SUSPENSION BRIDGE SUPPORT CARLSBAD, CA JUNE 14, 2018 W + R JOB #15-079.06 biw 0 4:pl fA -c,(B 9915 Mira Mesa Blvd. TEL (858) 536-5166 Suite 200 WRENGINEERS.COM San Diego, CA 92131 FAX. (858) 536-5163 W1SEMAN + POHY STRUCTURAL ENGINEERS I 1/ AA P ( BY _______ DATE ______ PROJECT V.Lt'\ r L.,? SHEET NO. _______ OF oP(9 XC1c PI—'r JOB No. CS ,. ALc I:zcl - 8,A PLS A• JLd ...---... .-..- . .. k:V t'/ . .4 ...-... . .. - -3.3A 5 z x -'-i 6 -2.21 2.9k -2.21 2.9k 7 -2.3 .4k 7.4k 3t(, 15.8k-A t 15. k .84 9k 158k 15.8k CA 6LE 4.9 Loads: BLC 1, Bridge -38.6 'J4 0 Results for LC 1, Bridge 9.8 Reaction and Moment Units are k and k-ft 'SK-3 DM ViaSat B13 Bridge Support June 14, 2018 at 6:47 AM ViaSat B13 Bridge Support.r3d Column: Ml Shape: HSS5x5x8 Material: A500 Gr.B Rect Length: 14 ft I Joint: NI J Joint: N5 LC 1: Bridge Code Check: 0.549 (bending) Report Based On 97 Sections Dy in 1.056 at 6.563 ft /"~\ Dz in 4.904 at 0 ft A ---k Vy k 3.3 at 7 ft VZ[ 1 k -7 at Oft T k-ftl Mz k-ft .622 at Oft fa --- - ksi AJSC 14th(36040): LRFD Code Check Max Bending Check 0.549 Max Shear Check 0.084 (z) Location 3.5 ft Location 0 ft Equation HI-lb Max Defi Ratio L/159 Bending Flange Compact Compression Flange Non-Slender Bending Web Compact Compression Web Non-Slender y-y z-z Fy 46ks1 Lb I4ft I4ft phi*Pnc 183.497 k KUr 92.488 92.488 phi*Pnt 326.232 k phi*Mny 45.195 k-ft L Comp Flange 14 ft phi*Mnz 45.195 k-ft L-torque 14 ft phi*Vny 83.28 k phl*Vnz 83.28 k phi*Tn 38.788 k-ft Gb 1 Beam: M3 Shape: HSS18x6x6 Material: A500 Gr.B Rect Length: 3 f I Joint: N4 Dy J Joint: NI LC I: Bridge Code Check: 0.265 (shear) Report Based On 97 Sections 0 atl.5ft I Dz In in -.007 at 0 ft 22.8 at 2.5 ft A .027 at 1.031 ft k Vy — - -- k -.027 at 1.969 ft VzJl Jik -22.8 at 0 ft T k-ftl Mz 003 at 1 ft -.005 at 1.5 ft k-ft My k-ft rT -11.4 at .5 ft fa 3.872 at .5 ft r7 ksi ksl ft ksi fc Mmm -3.872 at .5 ft AISC 14th(360-10): LRFD Code Check Max Bending Check 0.111 Max Shear Check 0.265 (z) Max Defi Ratio Ll1i Location .5 ft Location 0 ft Location 0 ft Equation HI-lb Span 0 Bending Flange Compact Bending Web Compact Fy 46 ksi phi*Pnc 556.93 k phl*Pnt 662.4 k phi*Mny 103.031 k-ft phi*Mnz 298.08 k-ft phi*Vny 293.937 k phi*Vnz 85.877 k phl*Tn 143.779 k-ft Gb 1.747 Compression Flange Non-Slender Qs=1 Compression Web Slender Qa.85 y-y z-z Lb 3 f 3 f KL/r 13.987 5.869 L Comp Flange 3 ft L-torque 3 ft ESR.1917 I Most Widely Accepted and Trusted Page 10 of 14 p.4 8deslri Cdeslgn h - mm CL cm, ats2: - Sde I I Cdesigfl edge distance c FIGURE 4-INTERPOLATION OF MINIMUM EDGE DISTANCE AND ANCHOR SPACING TABLE 5-HILTI KW1K BOLT TZ (KB-TZ) CARBON STEEL ANCHORS TENSION AND SHEAR DESIGN DATA FOR INSTALLATION IN THE SOFFIT OF CONCRETE-FILLED PROFILE STEEL DECK ASSEMBLIES" DESIGN INFORMATION Symbol Units Anchor Diameter 34 1 /0 3/4 Effective Embedment h0. In. 11/2 2 Depth 2I4 2 311 31/ 1 4 31/41 33/4 Minimum Hole Depth h0 in. 2 2/ 33/$ 2/ 4 33/4 f 43/4 4 j 4hI Loads According to Figure 5A Pullout Resistance, uncracked concrete lb 1,365 2,060 3,070 2,060 3,695 2,825 6,555 4,230 4,255 Pullout Resistance cracked concrete ' lb 1,145 1,460 2,360 1,460 2,620 2000 4,645 3,000 3.170 Steel Strength in Shear? V..dk lb 1,745 2,130 2,715 3,000 4,945 4,600 6,040 4,840 6.190 Steel Strength in Shear, Seismic lb 1,340 1,340 1,710 3,000 4,945 4,320 5,675 3,870 5,315 Loads According to_ Figure _5B Pullout Resistance, uncracked concretee lb 1,365 2,010 3,070 2,010 3,695 2,825 5,210 4,230 4,255 Pullout Resistance, cracked concrete 8 lb 1,145 1,425 2,360 1,425 2,620 2,000 3,875 3,000 3,170 Steel Strength tnShear? lb 1,745 2,130 2.715 2600 4,065 4,600 5,615 4,840 6,190 Steel Strength in Shear, Seismic5 Vsadackeq lb 1 1,340 1,340 1,710 2600 4,065 4,320 5,275 3,870 5,315 Loads According to Figure SC Pullout Resistance, uncracked concrete N,a lb 1,285 1.845 1,865 3,375 4,065 Pullout Resistance, cracked concrete lb 1,080 1,660 1,325 3,005 2,885 11ONE Steel Strength In Shear" lb 1,845 2,845 2,585 3,945 4,705 Steel Strength In Shear, Seismic8 V66 lb 1,790 1,790 I 2,585 3,945 4,420 'Installations must comply with Sections 4.1.10 and 4.3 and Figures 5A, 5B and SC of this report. 2The values for in tension and In shear can be found in Table 3 of this report. clertstic pullout resistance for concrete compressive strengths greater than 3,000 psi may be Increased by multiplying the value In the table by (f 'c/ 3000)° for psi or (f'./ 20.7)10 for We [minimum of 24 MPa is required under ADIBC Appendix L, Section 5.1.1]. 'Evaluation of concrete breakout capacity in accordance with ACI 318-14 17.4.2, 17.5.2 and 17.5.3 or ACI 316-11 D.5.2, 0.6.2, and 0.6.3, as applicable, Is not required for anchors Installed In the deck soffit. 6The values listed must be used in accordance with Section 4.1.4 of this report. °The values listed must be used In accordance with Sections 4.1.4 and 4.1.8.2 of this report. The values listed must be used In accordance with Section 4.1.5 of this report. 8The values listed must be used in accordance with Section 4.1.8.3 of this report. Values are applicable to both static and seismic load combinations. ESR-1917 I Most Widely Accepted end Trusted Page 11 of 14 TABLE 6—HILT! KWIK BOLT 17 (KB-TZ) CARBON STEEL ANCHORS SETTING INFORMATION FOR INSTALLATION ON THE TOP OF CONCRETE-FILLED PROFILE STEEL DECK ASSEMBLIES ACCORDING TO FIGURE 5D 234 DESIGN INFORMATION Symbol Units Nominal anchor diameter 1/2 Effective Embedment lid In. Depth 11/2 2 2 Nominal Embedment Depth /i,,, in. 2% Minimum Hole Depth h0 in, 2 2/ 2/ Minimum concrete thickness' in. 2114 31/4 31/4 Critical edge distance In. 8 41/2 6 Minimum edge distance In. 16 3 41/2 Minimum spacing Snftdockmp in. 8 4 161/2 Required Installation Torque Tinst ft-lb 25 25 40 'Installation must comply with Sections 4.1.10 and 4.3 and Figure 5D of this report 2For all other anchor diameters and embedment depths refer to Table 3 and 4 for applicable values of hw.. c,e, and Sm, 313eslgn capacity shall be based on calculations according to values in Table 3 and 4 of this report. 4AppllcabIe for 31/44n S <4-In. For hwmdk k 44nch use setting Information In Table 3 of this report. 8Minlmum concrete thickness refers to concrete thickness above upper flute. See Figure 51). Minimum 51$h Typical lnlmum Gauge eel W.Deck Lower Mm. 12" Typical Flute Max. 1" Offset Typical (Ridge) FIGURE 5A—INSTALLATION IN THE SOFFIT OF CONCRETE OVER METAL DECK FLOOR AND ROOF ASSEMBLIES - W DECK' 'Anchors may be placed In the upper or lower flute of the steel deck profile provided the minimum hole clearance Is satisfied. Minimum 5/8' Typical Mm. 2-1,2" for 3/8,1/2, 5/84-1/8 and 3/44.1/4 - Min. 3.1/4u for 5/8x4 and 3/4x3-3/4 Max.f - Mm. 3,000 pal Normal-Weight or Lightweight Concrete Upper Flute _ :"(vaue;)J. Mm. 4 Min. 3-718' Mm, 12- Typical Mm. 1u -v ?L Minimum 20 Gauge Steel WDock Lower Flute (Ridge) FIGURE 5B—INSTALLATION IN THE SOFFIT OF CONCRETE OVER METAL DECK FLOOR AND ROOF ASSEMBLIES - W DECK' 'Anchors may be placed In the upper or lower flute of the steel deck profile provided the minimum hole clearance Is satisfied. ft FE 0 FOR- REV. DcRIrnoN DATE (c: FiP- 9& sEry ii t,ss pa) 2141n .•1 3/8' UFTIWG EYE NUTS DONE BY OTHERS— ; -c 1 446 SEE CABLE DRAWING FOR CABLE OETAIIS —2O73n i INCORD . PWAE J DATE WU £USP84ON BRfDGE ma Js/zw2a 1fdAcIt DESIGN APPROVAL PACtET ____________ -- IZDWG tO. B I 1 0 ICEuvAOq ftAWH! flvFUg cC SCA MCHIIECPJR - 5 5O8 I ft . /(f19 Whiting-Turner Contracting Co PROJECT MANAGEMENT 3911 Sorrento Valley Blvd. Suite 100 Transmittal WHITING-TURNER San Diego CA 92121 USA No 01457 RECEIVED JUN 18 2018 CITY OF CAPLD PROJECT: ViaSat Bressi Ranch Campus DATE: 06/01/2018 BUILDING DIVISION To: CDS Architects, Inc. dba Smith Consulting Architec RE: 13-1065-1313 TI - Rope Bridge Design Package 13280 Evening Creek Drive South Suite 125 San Diego CA 92128 United States ATTN: Milos Makaric JOB: 016530 WE - ARE I11II]l[{ Shop Drawings / !IIll1IIi]: Approval - — "---'_r Approved as Submitted - Letter - Your Use Approved as Noted - Prints - As Requested - Returned After Loan - Change Order - Review and Comment - Resubmit Plans - Submit Returned Samples ___________________ Specifications Attached Separate Cover Returned for Corrections - Other: Other: N ./ Due Date: 06/08/2018 / Submittal: Other: Line Item Package Code 1 Submittal 13-1065 090000-66 REMARKS: CC: Rev. QTY Date Description Status 2 05/25/2018 B13 TI - Rop Bridge Calculations 03. Submitted THIS DOCUMENT HAS BEEN REIEWEO FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THIS REVIEW IN NO WAY RELEASES THE SUBCONTRACTORISUPPIJER FROM RESPONSIBILITY TO ADHERE TO THE REQUIREMENTS OF THE CONTRACT DRAWiNGS, INCLUDING ALL DIMENSIONS AND QUANTITIES. REVIEWED BY: CBaltey DATE: 06101/2018 SUBMITTAL PKG NO.: VBR Submittal 13-1065.090000-01 B13 TI Rope Bridge Design Package.pdf THE WHITING-TURNER CONTRACTING COMPANY Contractor shall field verify all dimensions in accordance with the contract documents Signed: - Caroline Battey PREV20I8-0158 2511 GATEWAY RD VIASAT: DEFERRED ROPE BRIDGE 2132601100 CBC2017-0508 6/1812018 PREV20I 8-0158 T QUIOW engineering --- - -------------------.- -------cp - STRUCTURAL CALCULATIONS VIASAT - CARLSBAD: ROPE BRIDGE Carlsbad, CA Prepared For: InCord 226 Upton Road Colchester, CT 06415 Revision I 19 NO EXCEPTIONS TAKEN 0 FURNISH AS CORRECTED SUBMIT SPECIFIC ITEM 0 REVISE AND RESUBMIT REJECTED 0 NOT REVIEWED Review is only for general conformance with the design concept of the project and general compliance with the information included in the Contract Documents. Any action shown is subject to the requirements of the drawings and specifications. Contractor is responsible for: correlating and confirming dimensions at the job site; choice of fabrication processes and techniques of construction; coordination of their work with that of other trades; and performing the work in a safe and satisfactory manner. WISEMAN + ROHY STRUCTURAL ENGINEERS By: DM Date: 06/07/2018 May 31, 2018 David B. Taquino, PE - - T - .? • - p QU11 PO Box 2066 J . La Mesa, CA 91943-2066 Project No:Computed By: b1 Date: Sheet: _______ Of Project Name: C.41Z-L-C 8AD /vM4'r Subject $'ct PE1'(o#i1 z.,t_E C.4tc pEsr-4i/.I9PE __-' p epic U Urf, Lofrps t vr' ° LL@itlA)5 z. tro frAW YL4-T1OJCPA) A+tL- - o - c 4iiiZ E ,4W V - L-LS7 0 iT-. '°': * k*,) 2(Z4 L -o it, ID P'i2 /?,4-L L.'14-ç bsgi ,t1ø p' ,z M. p, ~ par 1i 4' 41'PU CA8 £ fJ : •. —" 2.,of t&~ jio -- 2- (ftii.tOWp II' - tt,rp 4z_2A r o.2-aelf I+ rt vi — k,JtR-/HL pope .7-00.24,5r ,itc//v 1 '/q riLo k4 s1v, q.' o. (ft 4' ro frNtL- tA1,1A' - '1 ((t4/(2.C) - Y5.6 0 q cs (J/ c1-(zL(C-TL4t2fr(. fk,4riC )I r q% (Ft*r b(z4**T7o,J) pQiJi) P0 Box 2066 9. La Mesa, CA 91943-2066 Project No: Computed By: Date: c_(zi(i. . Sheet Of Project Name: CAIL44SAD - Subject GIV( C,i) -I D€.. (4N I P012*11 -, •E':. _____ . ....-; .................. I ......................I_.... 'I. - c 01 ,(icq 16 p1 (1AD~) ,i.i::•i:ii.(4-z1 /cUi& .-• . if ê....1' .. -, W/-NftfL fzOc.. ) S 0.p11 rnt-. 0,2.9 *SO piflfla PO Box 2066 r n g.. La Mesa, CA 91943-2066 Project No:rlv(Q? Computed By: P1 Date:_ 5f'o I Sheet Of Project Name: CfrP .4D —I Subject _Si _S €41 IOI 6RI b '(I,. ....... ." C/L- ED c 1741)5 0 c*r L OAT &- VA4Wr9P r1t .f,)(l1'//g.t_') = •t( '( - - (fz?4 -(_I ....................... .. ........... 4frr oqy 16 /4*-.. .Lk . fir. ... I - i't i wp—c PS 1P4op rvJ ........................iq+ ttt.q2k - -- C, p-oPt ittA1.Lh ... ,- .. •. 0 hiM C I C,) P1 I ICP%IJ,). CONTINUES UP SIDES WOVEN THROUGH EYE NUTS AND TERMINATES AT UPPER EYE NUT F p.OnIEIUYANDcO,m *IAflON COHTAWth N tO(FRANCES L onhTIAL ow D8 NAME DATE MEE 3R6t2OI6j SUSPENSION BRIDGE - - J I DESIGN APPROVAL PACKET II ma SflI flflpfllv flI Known Deflection to find Tension in Cable Horizontal Component of Tension (uniform load "w" only) w s yc t horizontal tan Beta Beta Beta t vertical t' t' check plf ft ft lbs n/a radians degrees lbs lbs lbs- 17.83 1.37 3167 0.3073 0.2982 17.1 974 3314 3314 11109.2 2 50.6 17.83 3.5 575 0.7852 0.6656 38.1 451 730 730 3 51 17.83 1.37 1479 0.3073 0.2982 17.1 455 1548 1548 Project: Carlsbad Office Pedestrian Bridge - Viasat (for InCord) Engineer: David B. Taquino, PE Date: 5/31/2018 Factor Anchor Anchor Ultimate of Load Load 5:1 Strength Safety (Horlz.) (Vert.) Termination Notes lbs n/a lbs lbs lbs n/a 23000 6.9 15837 4868 16569 Cable supporting tread 1/4 LL, plus DL of cables and 1/4 of the treads DL 31752 43.5 2873 2255 3652 Upper rope supporting self weight, vertical hangers, plus uniform railing loads 31752 20.5 7397 2273 7738 Handrail rope supporting self weight,netting, plus uniform railing loads (5:1) (5:1) Horizontal Component of Tension (uniform load "w" plus point load at center '6") Factor Anchor Anchor Ultimate of Load Load 5:1 W s yc 6 t horizontal tan Beta Beta Beta t vertical t' t' check Strength Safety (Horia.) (Vert.) Termination Notes plf ft ft lbs lbs n/a radians degrees lbs lbs lbs lbs n/a lbs lbs lbs n/a 10.59 17.83 3.5 200 261 0.4027 0.3828 21.9 105 282 282 31752 112.7 1307 526 31 0.98 17.83 1.37 200 679 0.1601 0.1588 9.1 109 688 688 31752 46.2 3396 544 4L0.44 7 0.25 50 361 0.0736 0.0734 4.2 27 362 362 5733 15.8 n/a n/a (5:1) (5:1) Legend = Span in ft th = horizontal tension component in lbs w = uniform load in pounds per foot tv = vertical tension component in lbs yc = sag at center span in ft Beta = slope of cable at anchor from horizontal = tension in cable at anchor acting along cable slope in It 6 = Point load at center of span of cable in lbs 1 = 1/2' 6x19 cable, lWRC, IPS, stainless steel 2 = 11/4" ProManila Ultra rope 3 = 11/4" ProManila Ultra rope 4 = 1/2' ProManila Ultra rope ds 1409 Upper rope supporting self weight, vertical hangers, plus point railin 3439 Handrail rope supporting self weight,netting, plus point railing loads n/a Vertical ropes/hangers WIRE ROPE ENGINEERING HANDBOOK = Beta4 = Arigic between the horizontal and a tangent to a calie curve at a load. = Lambda = Change in length of cable per foot of length, per pound of tension. A = Delta = Total change in length of cable = XtL2. 0 = Theta = Angle between the horizontal and the chord of a half span. sec = Secant of an angle = 1 cosine ANCHORED SPANS are principally employed for supporting electrical cables, for guy lines, for suspension bridges, and usually for track cables of cableways and reversible aerial tramways where a single moving load is supported in a clear span. When a cable span is erected, anchored at both ends, and a load of any kind supported from the cable, the deflection increases because of the elastic properties of the cable. The tension also increases when the load is applied. It is necessary to select the size, construction, and grade of the cable, with a proper factor of safety, after having determined the maximum tension in the cable due to dead and live loads. It is then necessary to erect the cable at such a deflection that the maximum safe working ten- sion will not be exceeded when the load is applied. In the case of cableways with high self-sup- porting towers, the cable tension and deflection may be affected by yielding of the supports. A complete study of such a span includes the appli- cation of the theory of deflection in framed struc- tures, but such a special condition does not come within the scope of this handbook. In all cases we will assume that cables are anchored to rigid sup- ports or immovable ground anchorages. The determination of the proper erection deflec- tion and tension involves the use of the modulus of elasticity in tension for the particular con- struction of cable which is being used. It is well known that the modulus of elasticity ranges between 28,000,000 and 30,000,000 for structural steel, but the modulus of elasticity of a wire cable, considering the cable as a whole, has various values depending on its construction, and also on the work that has been put into it. The modulus can be appreciably increased by a prestressing operation. This is frequently done to bridge cables. In the case cf track cables carrying rolling loads somewhat the same effect is secured after a period of operation, as most of the struc- tural stretch is removed. See Moduli of Elasticity page 30, and Prestressed Strands and Ropes page 9. LEVEL SPAN-UNIFORMLY LOADED-ANCHORED Figure 2 When the tension is known, the center deflec- tion is found from: yo=j— (1) and the deflection at any pobt in the span is: WX 2t When the center deflection is known, the hori- zontal component of tension is found from: t W.92 (3) 8yo When the deflection at some point other than the center of span is known: - wx(s-x) 4 2y t' = tsec gi (5) The cable slope at any point in the span is: (6) At either support the cable slope is: tan 1or2=--- (7) .39. Page 7 of 18 AMERICAN TIGER BRAND also tan gi or g2 = (8) When the tension is known, the length of cable is: Li or L = s + (approx.) (9) When the deflection is known: or L =,L1 4jI1+16k2+loge (4k+j/1 + 16k2)1 (10) An easier formula, giving closely approximate results is: LiorL=s(1+k2 k4 +k6) (11) Sufficient accuracy can be secured, for many of the cases encountered in practice, by contracting formula (11) to: Li or L = s (i + -- k2) (12) In determining the erection tension for a uni- formly loaded span, the values of Li and t0 must satisfy the equation: T T (t to) L - = AE - (t - t0) ( 13) By substitution of (9) for Li in (13) and using corresponding values of w and to, Pte +L (Pt +s)=32 (14) 24 te This equation can be solved for te, using the trial and error method. EXAMPLE: A 750,000 C.M. bare, hard drawn, stranded copper cable is to be supported across a river. Supports will be at the same elevation and 1350 feet centers. The copper cable is .9981" diameter, and will weigh 2.325 pounds per foot. N.E.L.A. class "B" loading is to be used, that is, a coating of ice '/2 inch thick plus a horizontal wind load of eight pounds per square foot on the projected area of the ice coated cable. The center deflection can not exceed 75 feet. What are the specifications of the necessary messenger cable, assuming the same ice and wind loads? What is the cable slope at supports and at the quarter points of the span? What is the erection tension and deflection for the messenger strand only, assuming there are no ice or wind conditions at time of erection? It is necessary to assume the diameter of mes- senger strand to figure the loading on the span. It may then be necessary to revise the figures if the first selection does not prove suitable. We will assume a '" diameter strand weighing 1.581 pounds per foot. Copper cable + ice = 3.240 pounds per foot Messenger strand + ice = 2.421 pounds per foot Total vertical load = 5.661 pounds per foot Horizontal wind load on both cables = 2.582 pounds per foot Total resultant load = 6.222 pounds per foot Then from (3) 6.222 X 135-02 t = = 18,900 pounds 8 X 75 Then from (8) tan gi = 6.222 X 1350 2 < 18900 = .2222, i = 12°-32' Then from (5) t' = 18900 X sec 12°-32' = 19365 pounds Then from (6) when x = 337.5 feet tan 3 = 6.222 18900 (675 - 337.5) = .1111, g3 = 60-20' With a factor of safety of 4, the required break- ing strength of 79,700 pounds, and will be satis- ing strength will be 4 X 19365 = 77460 pounds. factory for the purpose intended. A = .4455 Page 28 shows /" diameter, 19 wire, Extra Gal- square inches. w = 1.581 pounds. vanized Extra High Strength Strand has a break- (9) L = 1350 + 6.2222X 13503 = 1361.110 ft. 24 X 189002 In order to set up (14) in convenient form, first calculate the following: 1361.110 1608 - .4455 X 19,000,000 - .000 Pt + s = (.0001608 X 18900) + 1350 = 1353.039 w2s3 = 1.5812 X 1350 = 256,240,000 24 24 Substituting these values in (14), .0001608 te + 8.071 = 256,240,000 t02 40. Page 8 of 18 AMERICAN TIGER BRAND LEVEL SPAN-SINGLE LOAD AT CENTER-ANCHORED t' = Figure 4 The deflection produced by a concentrated load suspended midway between two fixed points A and B forms two equal sub-chords AC and CB. The cable assumes two catenary arcs which inter- sect at C. The following formulas are, however, based on the parabola, as the difference in results is negligible. The center deflection is found from: Gs ws2 s (2G + ws) Yc=4t+& 8t (26) and t = s (2G + ws) (27) 8yo tF=t see t=t see 2=tU (28) G+ws tan i -- = tan 2 (29) Example: A rolling load weighing 2000 pounds is to be supported in a level span 2000 ft. long by a cable anchored at both ends. The deflection must not exceed 83 feet. No wind or ice conditions. What are the specifications of the cable? What is the maximum tension in the cable? What is the slope at the supports with the load at center of span? What is the cable length between supports, with no rolling load on the cable? What is the erection tension and erection deflection of the cable? It is necessary to assume a size and grade of cable for the calculations. If the first selection does not prove suitable, the calculations must be revised. We shall assume that a 13f diameter Standard Locked Coil Cable will be suitable. Since this is a level span, a = o and w = w' w = 3.16 pounds per foot A = .8503 square inches From (27) = 2000 (2 X 2000 + 3.16 x 2000) = 31,084 pounds 8X83 2000 + (3.16 x 2000) From (29) tan ' 2 X 31084 =1338 i = 70-37' From (28) t' = 31084 X 1.0089 = 31360 pounds 44. Page 9 of 18 Table Al Wire Rom Minimum Breaklnp Force (Nominal Breaking Strength) 8 X 7 FC 6X19 AND 8X38 FC 6X19 AND 6X36 1WRC6X19 AND 6X36 IWRC DIAMETER RANGE DIAMETER IPS 1170 Ips EIP 1960 EEIP 2160 IPS 1770 EIP 1960 EEIP 2160 (see 4.1.2.1) In. mm tons kN tons tens kN tons kN tons kN tons kN tens kN Min.-In. Max.-In. 6 21.2 W26.6,_, 23.3 - 25.7 ______ 22.7 25.1 27.7 0.236 0.250 114 2.64 2.74 3.01 2.94 3.40 0.250 0.265 317 349 309 __ 342 377 0276 0.292 5/16 4.1 4.28 4.69 4.58 5.27 0.313 0.331 8 37.8 37.4 41.4 45.6 40.3 44.7 49.2 0.315 0.331 9 476 473 524 577 510 565 623 0354 0.372 3/8 5.86 6.1 6.71 7.38 6.56 7.55 8.30 0.375 0.394 10 58.8 56.4 54.7 71.3 63.0 69.8 76.9 0.394 0.413 11 711 707 783 862 182 844 930 0.433 0.455 7/16 7.93 8.27 9.1 10 8.89 10.2 11.2 0.438 0.459' 12 84.6 84.1 93.1 103 90.1 100 110.7 0.472 0.496 107 118 129 115 133 146 0500 0525 13 99.3 . 98.7 109 120 108 118 0.512 0.537 14 115 114 127 140 124 0.579 135 137 ___0.551 149 163 145 188 185 C13 0563 0591 5/8 15.9 16.7 18.4 20.2 0.656 18 17.7 20.8 22.7 0.625 150 150 166 182 161 179 0.830 0.681 18 180 189 210 _____ 231 ______ 204 226 0109 0744 19 212 . 211 233 257 227 252 278 0.748 0.785 3/4 22.7 23.8 26.2 _ 28.8. 25.6 29.4 32.4 0.150 0.788 20 235 234 259 285 252 279 308 0787 0827 22 284 283 313 345 305 338 372 0.868 0.909 30.7 32.2 . 35.4 39.0 34.6 39.8 43.8 0.875 0.919 24 338 338 373 411 383 402 44$ 0945 0.922 39.7 41.8 48 50.6 44.9 51.7 56.9 1.000 1.050 25. 397 395 437 482 426 412 520 1:ou 1.075 28 481 458 507 559 494 547 ____ 603 1 1.167 11/8 49.8 52.6 57.9 ______ 63,6 58.5 65.0 715 1.125 1.181 64.6 71.1 18.2 69.4 79.9 ___ 87.9 1.250 1.313 32 602 598 682 730 ___ 645 715 ______ 787 ir 1 323 1 3/8 ___ 73.1 77.7 85.5 94.0 83.5 98.0 106 1.35 1.444 38 762 __ 757 838 924 817 904 997 1.411 1.488 _ 1/2 r 92 ______ 101 Iii 989 114.. 125 1.500 1575 40 . 935 1035 1140 1008 1116 1230 1 1.575 1.854 15/8 107 118 129 115 132 146 1.625 1.706 44 1131 - 1252 1380 - 1220 1351 1499 1732 1.819 13/4 124 . 138 150 133 153 169 1.750 1.838 17/8 141 155 (71 152 174 192 1.875 1.869 1346 1490 1642_ 1452. 1608 1772 1.890 1.984 2 .160 176 94 172 198 217 2.000 2.100 _ 1579 _____ 1749 1927 1104 1887 2079 2.047 2.15.0 179 197 217 192 221 _ 243 2125 2231 _ 1832 2028 2235 1976 2188 2411 2.205 2.315 =601 200 220 242 ___ 215 247 272 2.250 2.383 _ 2103 2328 2568 2268 2512 2768 2362 2480 _ 222 1 2344 269 239 274 301 2.375 2.494 NOTES - Tons - 2000 lbs 1770,1960.2160 - Grade In SI units. Page 10 of 18 z I ANL)L.I<tVV 1IN IKtAU. INLORI CONTINUES UP SIDES WOVEN THROUGH NAME DATE TITLE EYE NUTS AND TERMINATES AT UPPER EYE NUT DIMENSIONS ARE I1INCHES 2RAWN KDB 3/2612018 SUSPENSION BRIDGE 'HE INFORMATION CONTAINED IN THE o j TOIERAJCES: AouiA cIcr DESIGN APPROVAL PACKET DRAWING IS SHE SOLE PROPELEY OF - - 7 6 S A B A $Ô 14 1J4 JJ b4 ( &kES. c: & 4-fE_1y s* pd / PJ LA4vs ,a') 214n 3/8 LIFTING EYE NUTS DONE BY 207.54in EFOR z111III1; J 16Lfl SEE CABLE DRAWiN CABLE DETAILS C ) B '4 A 3 I REV. I DESCRIPTION DATE 0 INITIAt. RELEASE 312612018 K4GIlE- i K4'%/E I%414J. c*PArr1( or I I I - 232.41 -- -.- - - Lj UPPER SUPPORT 2 n 1.25" PROMANILA CONNECTED WITH 3/8' SS WIDE D-SHAC KLES_ M ANCOhD I I NAME I DAlE tITLE F*OPtI1tA*P &MDCONnDEWflAt DIMENSIOPISAREINPICI4ES I DRAWN COB 3,26,2018 SUSPENSION BRIDGE '*. ' TOLERANCES I : I IMEP M*FOICOI7AP4E0Wfl I AuOULAR;Oi ktcoI DESIGN APPROVAL PACKET ORAA1C R TNT TOLE P©OWNTV OF PITDNAICHAL COAGR EAST A. I TWO PLACE DTCMAt O2 _______________________________ DET"DETAIL A I WITHOUT TTWWITNPUTMLSSCH TWNOTVNEIPARIORASA I THWEFtACE OECtMAL ±.CS rSTOMEQ: ,ZElDWG. NO. REV. SCALE 1:4 i tNATCUAI COFDRGTRPQONVTD.I oo pios sct SCAARCHTIECTURE B I I SUEZl3Of 8 - - - - I • I - 2 1M4 PI1' /3 ) '-0.5' SS THIMBLE 1'-8 SS LIFTING EYE NUT 0.56x 1 316S5 CAI HARDWARE SPECIFICATIONS ATTACHED AT END OF SUBMITTAL A B C 5.5in 2 x 00.0625in PILOT HOLE FOR SCREW EYES 3,5in 2 H2x6in x181n 0.471n_________ TYP / DADO GROOVE FOR COMPRESSION FIT OF CABLE - - t.___0.3751n PROPIRTAY ANE DETAIL A TYP I II1SINFORMATIONCC I DRAWING IS SHE SOLE SCALE 2: 5 I INTERNATIONAL CORE I REPRODUCTION IN PA I WIIEOIJS SHE WEISIEN INTERNATIONAL CORE I I 8 7 6 5 4 2 1 451n D 7 C P11•] I IF I%., t%L Irt\L'3 .)' JISLJ YYIIfl 0 A U.LJ AL WOOD SCREWS. CABLE IS COMPRESSION FIT INTO GROOVE ON BOTTOM OF TREADS B 2.5in OVER TURNBUCKLE AND LIFTING EYE NUT AND REMAIN FLUSH WITH OTHER TREADS. ______ LONGER TREADPLATES USED TO FLEX OVER HARDWARE I 11' 1L IN '4"_ p,_##. ,, wr .ft.:4' . • ,- I :' . So AN I ANN MON : ONO" "t •'NW.'' - 5thi w;•; ;q 'moll 0010*01V ••••i F nT ri rr T CONTINUES UPSIDES WOVEN THROUGH WN EYE NUTS AND TERMINATES AT UPPER EYE NUT OIUENS!ONS ARE ININCHES NAME I DATE TITLE KDB 3/26/2018 SUSPENSION BRIDGE TOlERAt'CES: : ±O.5 DESIGN APPRoVAl PAOCFT ANGULAR N I A c DESCRIPTION I DATE INITIAL RELEASE I 3126/2018 A I I _ 110 00000 00*0~ - -- UPPER SUPPORT 2i5.2in 1.25' PROMANILA CONNECTED WITH 3/8 SS WIDE D-SHACKLES— A IN CORD PROPRIETARY AND COI.IFIDTPAI1AI. __________________________ NAME I DATE TITLE I DIMENSIONS ARE ININCHES DRAWN KOB 13126/2018 SUSPENSION BRIDGE I II-IEINFORMATION CONTAINED IN THE TOlERANCES: _____________________ I ORAWINGISIHESOLEPROPERTYOF ANGULAR; ±0.5, I INTERNAIIONAL CORDAGE EAST. ANY TWO PLACE DECIMAL 02 DESIGN APPROVAL PACKET I RITIHOW II4EWRI1IENPERMLSSIONOP I DETAIL REPRCOLICIION IN PARt OR AS A WHOLE I THWE PLACE DECIMAL oos JCUSTOMER: iI IDwG. NO. RFv. SCALE 1 :4 IN1ERNAIIONAL CORDAGE I5 PROHIBITED. DO NOT SCALE DRAWING SCA ARCHITECTURE B I 0 SHEET 3 OF 8 a I - - B A D A - I - - I 4 I z REV. DESCRIPTION I DATE INITIAL RELEASE .3126/2018 ) S 2141n .1 LIFTING EYE NUTS —STRUCTURE DONE BY OTHERS ) C 207 .541ri - - . I 16.451n SEE CABLE DRAWING ii CABLE DETIJLS IN CORD PROPRIETARY AND CONFIDENTIAl. NAME DATE _____________________ TITLE DIMENSIONS ARE tEl INCHES DIMENSIONS TOlERANCES: LDRAWN KDB 13/26/20181 SUSPENSION BRIDGE THE INFORMATION CONTAINED IN THIS I ORAWINGIS THE SOLE PROPERTYOF ANGULAR: ±O.5 ____________________ CHECKED I DESIGN APPROVAL PACKET IE4lRRNAIIONPt CORDAGE EAST. ANY REPRODUCTION IN PART OR AS A WhOLE TWO PLACE DECIMAL t.02 THREE PLACE DECIMAL ±005 -----__________________ CUSTOMER SIZE OWG. NO. REV. WITHOUT THEWUI1TENPERMISSGNOF IHIUTNATIONAL CORDAGE IS PROHIBITED. 0 DO NOT SCALE DRAWING SCA ARCHITECTURE -, - I - SHEET 5 OF 8 A 8 7 6 5 4 REV. J DESCRIPTION DATE r T INITIAL RELEASE 1 3126/2018 S.. / 217.56in 0.5"6 x 19 31 OPEN '-0.5' SS THIMBLE 31 6SS CABLE SWAGE/EYE TURNBUCKLE . . .. .... .... 1 "-8 SS LIFTING EYE NUT HARDWARE SPECIFICATIONS ATTACHED AT END OF SUBMITTAL INCORD PROPRIETARY AND CONFIDPNITAI. NAME DATE TITLE OIMEN$!ONS ARE IN INC HI,S •l DRAWN KDB 3/26/2018 SUSPENSION BRIDGE IHEI RMATION CONTAINED IN THIS TOIERANCE& NG IS THE SOLE P AWJLAR: +0.5'DESIGN APPROVAL PACKET INTERNATIONAL CORDAGE EATI. ANT I TWO PLACE DECIMAL r--- . I- -____________________ REPRODUCTION IN PAW OR AS A WADIS THERE PLACE DECIMAL ±0(55 CUSTOMER: SIZE OWO. NO. REV. WITHOUT THE WRITTEN PERMISSION OF - INTERNATIONAL CORDAGE ISFROHIBIIW. 00 NOT SCALE DRAWING SCA ARCHITECTURE SHEEE60F8 U H 7 6 5 4 A 9 1 T- 5.5in 2 x 00.06251r PILOT HOLE FOR SCREW EYES 3.5in 2x6in 2x18in H O.471n_________ TYP DADO GROOVE FOR COMPRESSION FIT OF CABLE - - t 0.375In PROPRWTARY ANC DETAIL A flIP I THE INFORMATION CC I DRAWING IS THE SOLE SCALE 2: 5 I CORE I REPRODUCTION IN PA I WITHOUT THE WRITTEN INTERNATIONAL CORE C I I IP\LJ, UrSU VYIIfl 0 A U.L J AL WOOD SCREWS. CABLE IS COMPRESSION FIT INTO GROOVE ON BOTTOM OF TREADS 2.5in OVER TURNBUCKLE AND LIFTING EYE NUT AND REMAIN FLUSH WITH OTHER TREADS. ______ LONGER TREADPLATES USED TO FLEX OVER HARDWARE InCord Technical Specifications 226 Upton Road Colchester, CT 06415 Rev. 071114 860-537-1414 incord.com INCORD Netting Specifications for P360KS - Polyester Knotted Style ........ Fiber ........ Cord Diameter Mesh Size Cord Strength Uv .......... Finish ....... Color ........ Three Strand Knotted 1000& 1500 denier High Tenacity Industrial Filament Solution Dyed Tan Polyester #360,3/8 inch (9.5 mm) 3 inches (76 mm) 3,340 lb (1,520 kg) tensile UV Stabilized Acrylic Latex Tan/Sand P360K5 is high strength knotted netting with a 3- inch mesh. The knotted polyester fiber construction provides greater abrasion resistance and less stretch than equivalent nylon. Naturally UV stabilized and moisture/chemical resistant, P360KS is stable netting suitable for a wide range of applications. Finished netting coated with a latex/urethane bonding agent. Custom Safety Net Solutions I nCord 226 Upton Road Colchester, CT 06415 www.incord.com netting@incord.com 860-537-1414 800-596-1066 Fax: 860-537-7393 Spec. Rev. 100214 INCORD Rope Specifications for ProManila Ultra TM Fiber: High Tenacity Polypropylene and Polyethylene Style: 3-Strand Twisted Specific Gravity: 0.94 g/cm3 Color Availability: Natural "Manila" hemp tan Characteristics: • 30-35% Stronger than standard polypropylene rope Triple the wear life than standard polypropylene rope Superior UV resistance Class 1 - 3 Strand Splice Specific Gravity .94 (floats) ProManila Ultra synthetic rope has a high breaking strength and is UV and abrasion resistant. It will not shrink or rot, and has a smooth surface. It is an easy to handle rope with excellent splicing qualities. Diameter Weight 100 ft (100 m) Break Strength Safe Working Load* 1/4 inch (6 mm) 1.12 lb (1.66 kg) 1433 lb (651 kg) 239 lb (108 kg) 3/8 inch (8 mm) 2.01 lb (2.99 kg) 2535 lb (1152 kg) 422 lb (192 kg) 1/2 inch (12 mm) 4.43 lb (6.59 kg) 5733 lb (2606 kg) 955 lb (434 kg) 5/8 inch (16 mm) 7.73 lb (11.50 kg) 9261 lb (4209 kg) 1543 lb (701 kg) 3/4 inch (19 mm) 9.94 lb (14.79 kg) 13009 lb (5913 kg) 2168 lb (985 kg) 1 inch (24 mm) 17.47 lb (26.03 kg) 20065 lb (9120 kg) 3344 lb (1520 kg) 1-1/4 inch (32 mm) 27.50 lb (40.92 kg) 31752 lb (14432 kg) 7470 lb (3395 kg) * Safety Factor of 6 Custom Safety Netting Solutions - ---- ITEM A (SIZE) B C D WLL (LB) WI (LB) 50114-NS06 114" 0.247 0921 1.311 750 0.08 S0114-NSQ8 5/16" 0.32' 1.111, 1.22' 1,000 0.14 S0114-NS10 318" 0.40" 1.541 2.141 1,200 0.33 S0I14-NSI2 1/2" 0.47" 1.89" 2.59" 1,500 0.56 'TANGENT POLYTUF TM TECHNICAL DATA SHEET Material Property Description of Test Method ASTM Value/Units Flexural Strength Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Modulus of Rupture Plastic Lumber and Related Products. D6109-05 1,414 psi Flexural Secant Modulus Standard Test Methods for Flexural Properties of Unreinforced and © 1% Strain Reinforced Plastic Lumber and Related Products. D6109-05 77,067 psi Density and Specific Standard Test Methods for Density and Specific Gravity of Plastics by 0.0216-0.0275 lbs/in3 Gravity Displacement D6111 lower may occur in larger cross sections Hardness-Shore D Standard Test Method for Rubber Property— Du rometer Hardness. D2240-Type D 66 D4060 Abrasion Resistance Standard Test Method for Abrasion Resistance of Organic Coatings by Taber CS17 Wheel Weight Loss 0.001 oz / Abraser. 10,000 cycles 0.028g 2.21b load Thermal Expansion Standard Test Method for Determination of the Linear Coefficient of D6341-98 0.000064 in/in/°F Thermal Expansion of Plastic Lumber and Plastic Lumber Shapes. Moisture Absorption Standard Test Method for Water Absorption of Plastics. D570-98 <lob in 24 hrs. Screw Pull-Out Standard Test Methods for Mechanical Fasteners in D6117-97 583 lbs Plastic Lumber and Shapes. UV: effect on Hardness Standard Practice for Florescent UV Exposure of Plastics. D4329 & 500 hrs: 0% Change in D2240 Hardness UV: effect on Color Standard Practice for Florescent UV Exposure of Plastics. D4329 500 hrs: < 1% change PolyForcePlusTM: Structural Recycled Plastic Lumber, HDPE with fiberglass filament and fiberglass rebar reinforcement. PolyForceTM: Structural Recycled Plastic Lumber, HDPEwith fiberglass filament reinforcement. POlyTufTM: Premium Recycled Plastic Lumber. Tangent Technologies, LLC, is a manufacturer of recycled plastic lumber. Tangent does not provide engineering services and assumes no responsibility, or liability, for any element of a projects design and/or construction details. Tangent Technologies, LLC 1001 Sullivan Rd. Aurora, IL 60506 wv.tangentusa corn I 7X 0 0.3125in THRU ALl 2.5 O.25in D 1 0 4 2 DESCRIPTION DATE TED DIMENSIONS 5-282015 -- I I 0 0 U A WU.0 III 2.50in 8x18-8x3"SS LAG SCREW INCORD PROPRIETARY AND CONFIDENTIAL I NAME I DATE TITLE 1P1478 7.6 x 8" I OIMENS!ONSAREININCHES I TOLERANCES: KOB 1/1912016 SUSPENSION BRIDGE 1W INFORMATION COF4TAINEO T4 THE DRAWING IS THE SOLE PROPERTY OF I ANGULAR: ±O.5 1DRAWN CI•IECKTD________________ ____________________ TREAD PLATE IWTIOWLCORDAGE EAST. ANY REPITODUCIION IN HAITI OR AS A WHOLE I TWO PLACE DECIMAL s.02 THE PLACE DECIMAL +flfl_5 CUSTOMER: WTHOIJT THE WRIIIENPTRMLSSIONOP INTERNATIONAL CORDAGE IS PROHIBITED. I I ZT] I)WG NO. 50-00083 REV. 0 DO NOT SCALE DRAWING GENOA CONST. SHEET I OF I j-. p 0.25in AL6061 M Ueed hew' Cal (609) 259-8900. C • OVER 555.000 PRODUCTS e.mal,o1ez158926. 30425T18 IEl O1 CONTACT US - - - BOOKMARKS ORDER HISTORY Is Stainless Steel Routing Eyebolt for Wood-Not for Lifting 300 Series. 7I32 Diameter. 9I16 Eye ID. 1-118" Shank Long Packsof10 InSIOCIc ) S 1 1.50 per pack of 10 _1'1'1tI.I:t1: 30425T18 Trade Size 4 Wire Diameter 732 3hank Length I sa Thread Length iatie" - - Eye Diameter - 0!18" Additional Specifications 300 Series Stainless Steel Also known as screw eyes, use the sharp point of these bent-wire eyebolts to mount directly Into wood. Brass and 300 series stainless steel eyebolts are more corrosion resistant than zinc-plated steel. ARN ifir 2 iff I51t6' lMjIAsTrJ.cAp.LcI 30425T18 O2OI4Ic.,, Coo [2.DDWG H Print The informaton in this 3-0 model is proved for reference only. Details I nCord 226 Upton Road Colchester, CT 06415 www.lnCord.com nettinglnCord.corn 860-537-1414 800-596-1066 Fax: 860-537-7393 Spec. Rev. 102813 INCORD Specifications for 1" Stainless Steel Eye Nut The stainless steel eye nut is used as an anchor shackles, thimbles, rope or chain - resistant to environmental corrosion, most oxidizing acids and salt spray. Part Number ................................. LEN lOSS Type............................................. 1-8 UNC Material.........................................316 Stainless Steel (A4) Eye Size ID ..................................1.95" (49.0 mm) Working Load ...............................7500 lb (3400 kg) Net Weight ...................................1.49 lb (0.68 kg) —'-I 1.95 1*— - -8UNC 1 EYE NUT LEN lOSS Custom Safety Netting Solutions I nCord 226 Upton Road Colchester, CT 06415 www.lnCord.com nettinglnCord.com 860-537-1414 800-596-1066 Fax: 860-537-7393 Spec. Rev. 032612 INCORD Specifications for TMI2SS 1/2 inch Thimble Part Number ...............TM12SS Material .......................304 Stainless Steel Size .............................1/2" Weight.........................0.08 lb (.036 kg) TM12SS stainless steel thimble is used with 1/2 inch synthetic rope and wire rope. The thimble is resistant to environmental corrosion, most oxidizing acids and salt spray. This product may be used in outdoor environments. 1.20" 0 ftt ft 1.85" 0.54" THIMBLE TM12SS Custom Safety Netting Solutions I nCord 226 Upton Road Colchester, CT 06415 www.lnCord.com nettinglnCord.com 860-537-1414 800-596-1066 Fax: 860-537-7393 Spec. Rev. 110813 INCORD Specifications for 3/4" x 6" Jaw/Eye SS Turnbuckle High strength stainless steel jaw/eye turnbuckle provides a multipurpose adjustable connection for wire cable, rope and chain. Part Number.................................TB346JESS - Type...................................... Material.................................. Body...................................... Jaw Size ID ........................... Eye Size ID Thd Rod Dia Length Closed.. Working Load Jaw and Eye, Open Body 316 Stainless Steel (A4) 6" (152 mm) 1.0" (25.0 mm) 1.0" (25.0 mm) 0.75 (19.0 mm) 15.5" (394 mm) 5200 lb (2350 kg) 20.5" TURNBUCKLE TB346JESS Custom Safety Netting Solutions JAW EYE I nCord 226 Upton Road Colchester, CT 06415 www.lnCord.com nettinglnCord.com 860-537-1414 800-596-1066 Fax: 860-537-7393 Spec. Rev. 110813 INCORD Specifications for 1/2" Stainless Steel Cable CAB12SS is high strength multi-stand wire cable used for industrial applications requiring flexibility, high strength and corrosion resistance. The cable is I.W.R.C. 6x19 class construction. Cable Size 1/2" (12.7 mm) Part Number CAB 12SS Construction IWRC 6x19 Material 316 Stainless Steel Minimum Break Strength 19,300 lb (8770 kg) Net Weight (100 ft) 45.8 lb Net Weight (100 m) 68.2 kg Custom Safety Netting Solutions