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Home My WebLink About2426 TOWN GARDEN RD; ; CBC2017-0338; PermitC(City of Carlsbad Commercial Permit Print Date: 05/31/2019 Job Address: 2426 Town Garden Rd Permit Type: ( BLDG-Commercial Work Class: New Status: Parcel No: 2132601000 Lot U: Applied: Valuation: $8,244,261.35 Reference U: DEV2016-0015 Issued: Occupancy Group: Construction Type: Permit Finaled: U Dwelling Units: Bathrooms: Inspector: Bedrooms: Orig. Plan Check #: Final Plan Check U: Inspection: Project Title: VIASAT BRESSI RANCH CAMPUS Description: VIASAT: (BLDG 14)98,345 SF TWO-STORY COLD SHELL TILT-UP Permit No: CBC2017-0338 Closed - Finaled 06/21/2017 10/12/2017 TFraz 5/31/2019 1:12:42PM Applicant: Owner: JOSEPH DASILVA VIASAT 13280 Evening Creek or 5, 125 San Diego, CA 921284101 6155 El Camino Real 858-793-4777 CARLSBAD, CA 92009 Contractor: THE WHITING TURNER CONTRACTING CO 858-792-0600 BUILDING PERMIT FEE $2000+ $17,951.54 BUILDING PLAN CHECK FEE (BLDG) $12,566.09 COMMUNITY FACILITIES DISTRICT (CFD) FEE $25,904.07 COMMUNITY FACILITIES DISTRICT (CFD) FEE - NON-RES $25,904.07 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $2,523.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION $166.00 LOCAL FACILITIES MANAGEMENT ZONE (LFMZ) - ZONE 17 $39,338.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL / $434.00 PUBLIC FACILITIES FEES - inside CFD $150,045.56 5B1473 GREEN BUILDING STATE STANDARDS FEE $330.00 SDCWA SYSTEM CAPACITY CHARGE 2" Displacement $26,151.00 SEWER BENEFIT AREA FEES - H $20,614.16 SEWER CONNECTION FEE (General Capacity all areas) $18,371.78 STRONG MOTION-COMMERCIAL $2,308.39 SWPPP INSPECTION FEE TIER 1- Medium BLDG $232.00 SWPPP PLAN REVIEW FEE TIER 1- MEDIUM $55.00 TRAFFIC IMPACT Commercial-Industrial w/in CFD $54,612.00 WATER METER FEE 2" Displacement $829.00 WATER SERVICE CONNECTION FEE 2" DISPLACEMENT (P) $26,687.00 WATER TREATMENT CAPACITY CHARGE 2" Displacement - $666.00 Total Fees: $425,688.66 Total Payments To Date: $399,784.59 Balance Due: $25,904.07 Please take NOTICE that approval of your project includes the "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. 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 / IThE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: PLANNING ENGINEERING UILDING 'FIRE EIHEALTH DHAZMATIAPCD a Building Permit Application Plan Check NoCjxr-2n17~033i Est. Value (' If 3iç cr04 City of 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Carlsbad 1 • Plan Ck. Deposi), I 54II email: bUildingcarlsbadca.gov Date inf.I ii I Iswppp I www.carlsbadca.gov JOB ADDRESS 24Z TownGardenRd SUITE#/SPACEI/UNIT# APN 213 - 260 - 02 - 09 .T/PROJECT C LOT C PHASE C C OF UNITS U BEDROOMS C BATHROOMS BUSINESS NAME CONS1R. TYPE 0CC. GROUP I I I rANT 'I't4\'T' I I DESCRIPTION OF WORK. Include Square Feet of Affected Area(s) Construction 98,345sf two story type IIB perimeter concrete tilt-up panels and steel structure and deck. The building is a cold shell and includes plumbing (sewer main line, water main line up to entering the building, gas up to entering the building, and roof drain connections) and electrical (main switchgear, power to equipment, general and emergency lighting). There is no Mechanical equipment provided under this permit. Site improvements plan under separate permit. EXISTING USE PROPOSED USE GARAGE (SF) PATIOS(SF) DECKS (SF) FIREPLACE AIR CONDITiONING Office YESOrt NOD I YESDNOD IFIRESPRINKLERS YESDNOD APPUCANT NAME .- ......— Joseph Dasilva PROPERTY OWNER NAME VIASAT, Inc. ADDRESS ADDRESS 13280 evening Creek Drive 5, Ste 125 6155 El Camino Real CITY STATE ZIP CITY STATE ZIP San Diego CA 92128 Carlsbad CA 92009 PHONE FAX PHONE FAX 858-793-4777 760-476-2202 EMAIL EMAIL josephD@sca-sd.com bob.rota@viasat.com DESIGN PROFESSIONAL SCA Architecture CONTRACTOR BUS. NAME Whiting-Turner Construct. Company ADDRESS 13280 evening Creek Drive 5, Ste 125 ADDRESS 4747 Executive Drive CITY STATE ZIP CITY STATE ZIP San Diego CA 92128 San Diego CA 92121 PHONE FAX PHONE FAX 858-793-4777 858-792-0600 EMAIL EMAIL josephD@sca-sd.com nick.schmidt@whiting-turner.com I STATE UC. C C11701 STATE UC.# ,3 t It. t. C) 7- CLASS I P ' BUS. UC.# I CITY 222 So (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 Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he Is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: ! hereby allh,m under penalty of perjury one of the following decdamlions: R I have and will maintaIn a certificate of consent to self4nsure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. :have and will maIntaIn workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit Is issued. My workers' compensation Insurance canter and policy numberare:lnsuranceC _i"rM)('\U3 n&attc'hj C(XAçUILft5 PolicyNo._I1'C.akU l)i5ExpimtionDaiv c3) o j 2Ot'? is section need not be completed if the permit is for one hundred dollars ($100) or less. 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 sued 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 (111,100,000), In addition to the cost of compensation, damages as rovl for n SectIon 3708 of the Labor code, Interest and attorney's fees. CONTRACTOR SIGNATURE 0 AGENT DATE EsiI:IJIIi; '1klu TION !hereby affirm that lam exempt from Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply, to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. if, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). EJ I, as owner of the property, am exclusively contracting with licensed contractors to construct the prect (Sec. 7044, Business and Professions Code: The Contractors 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). fl I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property Improvement Dyes I:INo 2.1 (have! have not) signed an application fora building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address! phone! contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I 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 (Include name! address! phone/type of work): .'PROPERTY OWNER SIGNATURE []AGENT DATE iiwoo 00TROOG9 (0(1 000-000012WOVIDIal1l 000110000 9015300VO ®G)C lathe applicant or future building occupant required to submit business plan, acetely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes No ls the facility tobe constructed althln 1,000 fastot the outer boundary ofaschool 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. (3®31Y0®() )O)@ l& I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (I) Civil Code). Lender's Name Lender's Address 0917 00?0®19 I hereby authorize re enteteofUw City ofCadsbadbenterupon the above mentioned property for inspection purposes. IALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINSTALLUASUJflES. JUDGMENrS, COSTS AND EXPENSES WHICH MAY IN ANY WAYACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. 03)4kM OSHA permit is required for wnyallom overW deep and demolition eros struollon of stiudrnes3 stories in height EXPIRATION: Everypermit Issued bythe Building Offiolal underthe provisions of this Code shall expie bylinflabandle xne null and void If the building crekauthodeed by such permit is not commenced within l8o days tam the dab ofeuth pennttcritthe building oramikauthorised by such permit issuspendedorabandoned stany time after the work is commenced for a period of 180 days (Sedion 106.4.4 Uniform Balking Co* APPUCNIVS SIGNATURE DATE -2% w17 W;~ STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTI FICATEOF aXII (Comm er cial U. ESI1 J Fax (760) 602-8560, Email buiIdingcarIsbadca.gov or Mall the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANTS BUS. UC. No. DEUVERY OPTiONS PICK UPS. CONTACT (Listed above) OCCUPANT (listed above) CONTRACTOR (On Pg. 1.) ASSOCIATED CBS MAIL TO: CONTACT (Usted above) OCCUPANT (Listed above) CONTRACTOR (On P. NO CHANGE IN USE/ NO CONSTRUCTION MAIL/ FAX TO OThER:_______________________________ CHANGE OF USE/ NO CONSTRUCTION 'APPUCANTS SIGNATURE DATE Permit Type: BLDG-Commercial Application Date: 06/21/2017 Owner: VIASAT Work Class: New Issue Date: 10/12/2017 Subdivision: Status: Closed - Finaled Expiration Date: 10/07/2019 Address: 2426 Town Garden Rd Calrsbad, CA 92009 IVR Number: 4550 Scheduled Date Actual Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Elevator walls Yes BLDG-Building Deficiency As noted on plans Yes 0110712019 0110712019 BLDG48 Exterior 080600.2019 Passed Andy Krogh Complete Lath/Drywall I Checklist Item COMMENTS Passed BLDG-Building Deficiency Interior hardlid Yes 0111112019 0111112019 BLDG-17 Interior 081128.2019 Cancelled Tim Frazee Reinspection Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Elevator walls Yes BLDG-Building Deficiency As noted on plans Yes Cancelled by CM & I Joe McMahon 0112412019 0112412019 BLDG-Final 081916.2019 Failed Andy Krogh Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Prewalk No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 0310712019 03I0712019 BLDG-16 Insulation 086441-2019 Passed Andy Krogh Complete 0410812019 0410812019 BLDG-Final 088176.2019 Partial Pass Andy Krogh Reinspection Incomplete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Prewalk No BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final No 0513112019 0513112019 BLDG-Final 093385-2019 Passed Andy Krogh Complete Inspection - Checklist Item COMMENTS Passed BLDG-Building Deficiency Prewalk Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Page 7of7 May 31.2019 U Permit Type: BLDG-Commercial Application Date: 06/21/2017 Owner: VIASAT Work Class: New Issue Date: 10/12/2017 Subdivision: Status: Closed - Finaled Expiration Date: 10/07/2019 Address: 2426 Town Garden Rd Calrsbad, CA 92009 IVR Number: 4550 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary inspector Reinspection Complete - Date Start Date BLDG-34 Rough 068281.2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 0911112018 0911112018 BLDG44 Rough 069650-2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 0912012018 0912012018 BLDG-34 Rough 070577.2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 10/26/2018 10/2612018 BLDG44 Rough 074321.2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 10/30/2018 10/3012018 BLDG-34 Rough 074458-2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 1111312018 11/13/2018 BLDG44 Rough 075907.2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 11/2012018 11120/2018 BLDG-Electric Meter 076659.2018 Passed Andy Krogh Complete Release 11/26I2018 11/26/2018 BLDG-34 Rough 076892.2018 Passed Andy Krogh Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 12/12/2018 12112/2018 BLDG-IS Insulation 078675-2018 Failed Andy Krogh Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No 01/02/2019 01/02/2019 BLDG-17 Interior 080176.2018 Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall Page 6of7 May 31, 2019 Permit Type: BLDG-Commercial Application Date: 06121/2017 Owner: VIASAT Work Class: New Issue Date: 10/12/2017 Subdivision: Status: Closed - Finaled Expiration Date: 10/07/2019 Address: 2426 Town Garden Rd Calrsbad, CA 92009 lVR Number: 4550 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 0711712018 0711712018 BLDG-14 064181.2018 Partial Pass Andy Krogh Reinspection Incomplete Frame/Steel/Bolting! Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 0810712018 0810712018 BLDG-11 066194-2018 Failed Andy Krogh Reinspection Complete FoundationlFtg!Pler s (Reber) Checklist Item COMMENTS Passed BLDG-Building Deficiency Wrong code No BLDG-14 066311.2018 Passed Andy Krogh Complete FramelSteellBoltingl Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Eyebrows Yes 0811412018 0811412018 BLDG-84 Rough 066936.2018 Partial Pass Andy Krogh Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial shaft walls Yes BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 0812012018 0812012018 BLDG-34 Rough 067264-2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 08121/2018 08/2112018 BLDG-17 Interior 067531-2018 Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Elevator walls Yes 08/27/2018 08/27/2018 BLDG-14 068060.2018 Partial Pass Andy Krogh Reinspection jincomplete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes Page 5 of 7 May 31, 2019 Permit Type: BLDG-Commercial Application Date: 06/21/2017 Owner: VIASAT Work Class: New Issue Date: 10/12/2017 Subdivision: Status: Closed - Finaled Expiration Date: 10/07/2019 Address: 2426 Town Garden Rd Calrsbad, CA 92009 IVR Number: 4550 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 0512312018 0512312018 BLDG-14 058864-2018 Partial Pass Andy Krogh Reinspection Incomplete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 0512412018 0512412018 BLDG-ID Tilt 059114-2018 Passed Andy Krogh Complete Panels/Floors Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted in special inspection reports Yes 05130/2018 05/30/2018 BLDG-14 059441-2018 Passed Andy Krogh Complete Frame/Steel/Bolting! Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 06/0812018 0610812018 BLDG-17 Interior 060455-2018 Passed Andy Krogh Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 0611812018 06118/2018 BLDG-34 Rough 061303-2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 06/22/2018 06/2212018 BLDG-14 061798-2018 Partial Pass Andy Krogh Reinspection Incomplete Frame/Steel/Bolting! Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 06/2712018 08/27/2018 BLDG-17 Interior 062152-2018 Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall 0710312018 07/0312018 BLDG-34 Rough 062855-2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 0711612018 07/1612018 BLDG-17 interior 063965-2018 Passed Andy Krogh Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency At electrical ind fire riser room Yes Page 4of7 May 31, 2019 Permit Type: BLDG-Commercial Application Date: 06/21/2017 Owner: VIASAT Work Class: New Issue Date: 10/12/2017 Subdivision: Status: Closed - Finaled Expiration Date: 10/07/2019 Address: 2426 Town Garden Rd Calrsbad, CA 92009 IVR Number: 4550 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency No 0211612018 0211612018 SLOG-11 049045-2018 Failed Andy Krogh Reinspection Complete FoundationlFtglPler 5 (Reber) Checklist Item COMMENTS Passed BLDG-Building Deficiency Wrong code No BLDG-21 049126-2018 Passed Andy Krogh Complete UndergroundlUnderf bar Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes 0410312018 0410312018 BLDG-11 053578.2018 Failed Andy Krogh Reinspection Complete FoundationlFtglPier a (Reber) Checklist Item COMMENTS Passed BLDG-Building Deficiency Wrong code No 0410412018 0410412018 BLDG-14 053783-2018 Partial Pass Andy Krogh Reinspection Incomplete • FramelSteellBoltingl Welding (Decks) Checklist Item COMMENTS Passed • BLDG-Building Deficiency As noted on plans Yes 0510912018 0510912018 BLDG-14 067487.2018 Partial Pass AndyKrogh Reinspection Incomplete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 0511112018 05111I2018 BLDG-24 057894.2018 Partial Pass Andy Krogh Reinspection Incomplete RoughlTopout Checklist Item COMMENTS Passed BLDG-Building Deficiency Primary and secondary roof drains all but Yes loading dock BLDG-SW-Pre-Con 057716.2018 Passed Andy Krogh Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Wrong code top out of roof drains Yes 0511712018 0511712018 BLDG-34 Rough 058307-2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item . COMMENTS Passed BLDG-Building Deficiency As noted on card • Yes May 31.2019 Page 3of7 Permit Type: BLDG-Commercial Application Date: 06/21/2017 Owner: VIASAT Work Class: New Issue Date: 10/12/2017 Subdivision: Status: Closed - Finaled Expiration Date: 10/07/2019 Address: 2426 Town Garden Rd Calrsbad, CA 92009 IVR Number: 4550 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 1210612017 1210612017 BLDG-21 042520-2017 Cancelled Paul Burnette Reinspection Complete UndergroundlUnderf loot Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency No 1211112017 1211112017 BLDG-Il 042928-2017 Failed Andy Krogh Reinspection Complete FoundationlFtglPler 8 (Reber) Checklist Item COMMENTS Passed BLDG-Building Deficiency Wrong code No BLDG-21 042927-2017 Partial Pass Andy Krogh Reinspection Incomplete Underground!Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Underground at south west side Yes 12/1612017 12/1512017 BLDG-21 043528-2017 Cancelled Paul Burnette Reinspection Complete UndergroundlUnderf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Underground at south west side Yes 1211812017 1211812017 BLDG-21 043674-2011 Passed Andy Krogh Complete UndergroundlUnderf loor Plumbing 1212112017 1212112017 BLDG-33 Service 043917-2017 Partial Pass Paul Burnette Reinspection Incomplete Change/Upgrade Checklist Item COMMENTS Passed BLDG-Building Deficiency No 1212612017 12I26I20I7 BLDG-21 044304-2017 Passed Paul Burnette Complete undergroundlUnderf loot Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency No 12/2712017 12/27/2017 BLDG-13 Shear 044386-2017 Partial Pass Paul Burnette Reinspection Incomplete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 0I/03I2018 01/03/2018 BLDG-31 044863-2018 Partial Pass Paul Burnette Reinspection Incomplete Underground/Condu It - Wiring Page 2of7 May 31,2019 Permit Type: BLDG-Commercial Application Date: 06/21/2017 Owner: VIASAT Work Class: New Issue Date: 10/12/2017 Subdivision: Status: Closed - Finaled Expiration Date: 10/0712019 Address: 2426 Town Garden Rd Calrsbad, CA 92009 IVR Number: 4550 Scheduled Actual Inspection Type Inspection NO. Inspection Status Primary Inspector Reinspection Complete Date Start Date 10/1912017 10/19/2017 BLDG-11 038004.2017 Partial Pass Paul Burnette Reinspection Incomplete FoundationlFtglPier a (Reber) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 1110112017 11/01/2017 BLDG-11 039219.2017 Partial Pass Paul Burnette Reinspection Incomplete FoundationlFtglPler 8 (Reber) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 11/02/2017 11/02/2017 BLDG-11 039375-2017 Cancelled Paul Burnette Reinspection Complete Foundatlon/Ftg/Pler s(Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 11/06/2017 1110612017 BLDG-11 039639.2017 . Partial Pass Andy Krogh Reinspection Incomplete Foundation/FtglPler s(Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Casons completed by Paul B on 11/0212017 Yes 11/17/2017 11/17/2017 BLDG41 040812.2017 Partial Pass Andy Krogh Reinspection Incomplete Underground/Condu It Wiring Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial data Yes 11/2112017 11/21/2017 BLDG-31 041108-2017 Passed Andy Krogh Complete UndergroundlCondu it - Wiring Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial data and electrical center of building Yes south 11/2912017 11/29I2017 BLDG-21 041749-2017 Partial Pass Paul Burnette Reinspection Incomplete undergroundlUnderf loor Plumbing Checklist Item COMMENTS - Passed BLDG-Building Deficiency No 12/0512017 12/05/2017 BLDG-21 042304.2017 Partial Pass Paul Burnette Reinspection Incomplete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency No May 31, 2019 Pagelof7 'N CHRISTIAN WHEELER ENGINEERING March 6, 2019 Pivotal do PCG Construction 1121 West Warner Road, #109 Tempe, Arizona 85284 Attention: Ryan Hatch CWT- 2170158.24 Reference: ViaSat Bressi Ranch Campus - Building 14 2426 Town Garden Road, Carlsbad, California Permit Approval #CBC 2017-0338 Subject: Final Testing and Inspection Report Dear Mr. Hatch, Christian Wheeler Engineering has provided testing and special inspection of reinforcing steel, reinforced concrete, reinforced masonry, drilled piers, field welding, non-destructive testing, high strength bolting, high strength grouting, spray-applied fireproofing, epoxy anchors, and mechanical anchors on the above referenced project as described in reports dated August 17, 2017 through December 18, 2018. The work requiring testing and special inspection was, to the best of my knowledge, in conformance to the approved plans, specifications, other construction documents, and applicable workmanship provisions of the California Building Code. If you have any questions, please do not hesitate to call me at 619-550-1700. Sincerely, CHRISTIAN \VHEE R ENGINEERING Charlie G. Carter jr.R.C.E. 61968 cc: c_ryan.hatch@viasat.com josb.atar@vhiun-rurner.com cacohne.bartcvQjwhiting-turncr.com mikc.pilhng©whiong-turncr.com City of Carlsbad JOcESSIO LU 61968 EXP. 9-30-19 k %P" C C1V%%- Axv- 3980 Home Avenue + San Diego, CA 92105 + 619-550-1700 + FAX 619-550-1701 w CHRISTIAN WHEELER ENGINEERING FIELD REPORT Project Name Via Sat building 14 CWE# 24-01.58..O8_..] Date: 12/21/17 'arc I of I Project Address 2426 Gateway Drive Pe 01708 Jprojcct File # Click here to contractor Whiting - Turner Architect Smith Consulting Subcontractor PGR QT Engineer Wiseman & Roby Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors 1J Shop Welding 0 Field Welding High Strength Bolts 0 Non-Destructive Testing 0 Mechanical Anchors 0 Fireproofing Cl Wood/Metal Shear Cl Waterproofing El Footing Observation 0 Asphalt Obs/Tcsting 0 Soil Obs/Testing 0 Roofing 0 Building Envelope 0 Reinforcing Material/Eqwpmenr: Reinforcing steel: ASTM A706 gr 60 Arrived on site, as requested, to provide the following services: Special inspection, Structural engineer of record Issue field report #1 Items listed for correction, verification have been re inspected and all items listed are in compliance. Perform final inspection of tiltup up panels. NOTE*** Panels P-31 and P-32 are not to be concrete placed, due to design changes****** Following panels arc to be placed P-7, P-8, P-13, P-14, P-IS, P-16, P-17, P-18, P-19, P-20, P-21, P-22, P-23, P-24, P-28, P-2 ****NOTE P-2 is not complete, needs level 2 floor dowels , embeds, and Hold Downs***** Above panels listed with exception of Panel P-2 arc complete and comply with design drawings. Panels are concrete ready. 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 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 q q2W-11- Inspector/Technician Name Certification # Inspector/.1 eci,nicmn"s ignature Initial Distribu don: Stcphen.hatch@viasatcom;ryan.hatch@viasat.com;n ck.schmidtwhiting-turner.com;james.mcnally@whiting- hrner r,m," r,linp lvntpr,t itin.._n,rnr.r rr,nirnr gnrlprnnt)u,htn_n,rnr'r rnmmil,' r,illino h,bitinr,_n1rnf'r mm Rev/c wer Name Certification # Reviewer's .atgnature Rev/c wed Distribu don: 3980 Home Avenue + San Diego, CA 92105 + 619-550-1700 + FAX 619-550-1701 CHRISTIAN WHEELEK E N C IN IE E P. ING FIELD REPORT Project Name Via Sat building 14 CWE# 2170158-0338 Date: 2/1/18 TP7 I of I ProjectAddress 2426 Gateway Drive Permit # CBC 20170338 Project File # Click here to Contractor Whiting - Turner Architect Smith Consulting Subcontractor Nexxus Qua! Tech Engineer Wiseman & Roby Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding Field Welding 0 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/Equipment.- Structural steel: ASTM A992 f 'y= 50ksi Arrived on site, as requested, to provide the following services: Special inspection, Steel erection at structural frame begun after last tilt up panel was set and secured. Frame member fit up is satisfactory and continues. Field welding of CJP hold down connections started. Certified welders: Teodulo Picaz Giovanni Rodriguez Filler metal: E7IT-8 FCAW-S Inspect joint fit up and welding of the 9" x 8" x I/ Hold down plates panel hold down embeds connected to embeds in grade beam at North Shear wall. Hold down connection welds were completed today and welds are visually compliant to quality acceptance standards in Structural welding code. Ultrasonic to occur on CJP (complete joint penetration) welds. This is ongoing work 2brs. 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: NOTE: Caisson head at grid C-4 is incorrect size, Bent bar mat vil notfit. Bent bat mat at C.5-3 grid, bent bar is 12" aboce vapor barrier, check for correct depth. 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 echnician's bignature Initial Distribution: flynn rnmr nline h'inen4)whirinn_riirner rpm-mn ,nclercnnt)mhjrino_nprnrr mn, mi1r n,ll,nnlTh'trh,nnn_n,rnrr rpm Revie wer Name Certification # Keviesver's avmture Reviewed Distn'bution: 3980 Home Avenue ci) San Diego, CA 92105 ci) 619-550-1700 ci) FAX 619-550-1701 w CHRiSTIAN WHEELER. E N C IN E E R INC FIELD REPORT Project Name Via Satbuilding 14 CWE# 2170158-0338 Date: 1/30/18 Paga. 1 o I ProjectAddress 2426 Gateway Drive Permit # CBC 20170338 Project File # Click here to Contractor Whiting - Turner Architect Smith Consulting Subcontractor PGR QT Engineer Wiseman & Rohy l Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding 0 Field Welding C3 High Strength Bolts 0 Non-Destructive Testing 0 Mechanical Anchors 0 Fireproofing 0 Wood/Metal Shear 0 Waterproofing C3 Footing Observation 0 Asphalt Obs/Testing 0 Soil Obs/Tesung 0 Roofing 0 Building Envelope 0 Reinforcing Material/Equipment: Reinforcing Steel: ASTM A706 grade 60 Concrete Mix Design: 37P-VL20 supplied by Superior ready mix Arrived on site, as requested, to provide the following services: Special inspection, during placement with boom pump and mechanical consolidation with high speed vibrator. of 513 cubic yards of 4500psi concrete This boom pump placed concrete was placed at slab on grade between girds 5.7 to10.7 and A to E. Strength test specimens were made, field tests were made. Concrete slump was monitored and was never excessive. Work and materials comply with specification. NOTE***** Items missing for correction listed in previous report have been corrected, prior to concrete placement. Inspect final mat, south end. Work in progress, and is being completed Measure bar spacing, check for proper bar types, measure for proper clearences. 8hrs. 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 echn,c,an's .Ignature Initial Distribudon Stcphen.hatch®viasat.com;ryan.hatch®viasat.com;n ck.schmidtwhiting-turncr.com;jamcs.mcnally®whiting- nirner rnmr, nlinp l,ntrrn,Ihz,birino_n,rnpr rnmrnr ,nclercnnI)mhirinn_nirnrr rnmmiln. nilIina4)u-hjtinn_n,rnrr cnn, Reviewer Name Certification # Kevle;vers Signature Revie wed Distnbution: 3980 Home Avenue San Diego, CA 92105 0 619-550-1700 FAX 619-550-1701 w CHRJSTIAN WHEELEP, LNG IN E I:R.ING FIELD REPORT Project Name Via Sat building 14 CWE# 2170158-0338 Date: 1/29/18 1' I of I ProjectAddress 2426 Gateway Drive Permit # CBC 20170338 Project File # Click here to Contractor Whiting - Turner Architect Smith Consulting Subcontractor PGR QT Engineer Wiseman & Rohy 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 0 Footing Observation 0 Asphalt Obs/Testing 0 Soil Obs/Testing 0 Roofing 0 Building Envelope 0 Reinforcing Material/Equipment. Reinforcing Steel: ASTM A706 grade 60 Arrived on site, as requested, to provide the following services: Special inspection, Inspect reinforcing steel in slab on grade mat for conformance. Between grids approximately 5.5 to 10.5 Reinforcing was found complete, with required spacing and clearance. Debris was removed. From vapor barrier. And vapor barrier is intact. This slab on grade area is in compliance with approved details, and is concrete ready. 6hrs. 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 # qaq24aJ_ inspector/.1 echniclan's Signature Initial DistributionS n,rn.'r cnm'r 'slinr hirri.r,,f,,l,irinp_r,irner anrlercnn1vhin,_nirner cnm'milrp r,Hhin,,f)'iphjtinp_nirni'r rrirn Revie wer Name Certification # Jwv,ewers Signature Revie;ved Distribution: 3980 Home Avenue M San Diego, CA 92105 0 619-550-1700 FAX 619-550-1701 w CHFUSTIAN WHEELEK E N C I N E E K I N C FIELD REPORT Project Name Via Sat building 14 CWE# 2170158-0338 Date: 1/25/18 Page 1 of I ProjectAddress 2426 Gateway Drive Permit # CBC 20170338 l ProjecrMe# Click here to Contractor Whiting - Turner Architect Smith Consulting Subcontractor PGR QT Engineer Wiseman & Rohy Reinforced Concrete 0 Pre-Stressed Concrete 0 Rcinforced Masonry 0 Epoxy Anchors 0 Shop Welding 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 Cl Building Envelope Reinforcing Material/Equipment: Reinforcing Steel: ASTM A706 grade 60 Concrete Mix Design: 37P-VL20 Superior Ready mix Arrived on site, as requested, to provide the following services: Special inspection, during boom pump placement and consolidation of approximately 500 cubic yards of 4500 psi concrete At slab on grade between grids 10.6 to 16 and A to E. Concrete placement was satisfactory. Strength test specimens were made, field testing was performed. Prior to concrete placement slab area was inspected for completeness, and foreign debris. Area is concrete ready. Todays work and materials was compliant with specification. Reinforcing steel inspection at next slab on grade section. verify reinforcing to approved structural details. This is 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: 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 ecimiclan's bignature Initial Distribution: nlrner rnrn.r '.linr h,iten,l)u,hirjno..nirnpr rnrnpnn 5nclercnn1)whirinp_hirner rein, mOte njlljnolThwkjrinn_nirnrr earn Revie;ver Name Certification # lcev,ewers Signature Revie wed Distribution: 3980 Home Avenue San Diego, CA 92105 619-550-1700 0 FAX 619-550-1701 W CHRISTIAN WHEELER E N C I N IE E P I N C FIELD REPORT ProjectName Via Sat building 14 CWE# 2170158-0338 Date: 1/22/18 Page lof I ProjectAddress 2426 Gateway Drive Permit # CBC 20170338 Project File # Click here to Contractor Whiting - Turner Architect Smith Consulting Subcontractor PGR QT Engineer Wiseman & Rohy Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonty 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/Equipment.- Reinforcing Steel: ASTM A706 grade 60 Arrived on site, as requested, to provide the following services: Special inspection, during placement and consolidation of 290 cubic yards of 4000 psi concrete mix design 365F supplied by Superior ready mix. This concrete was boom pump placed at remaining Building 14 tilt up panels 1, 2, 3, 4, 5, 28, 29, 33, 34, 35, and 36. Strength test specimens were made. Field tests were performed. Placement is satisfactory. 6hrs. 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,cian's Signature Initial Distribution: Stephen.hatchviasat.com;ryan.hatch®viasat.com;n ck.schmidt®whiting-turncr.com;jamcs.mcnally®whiting- turner corn-cr nline I,,nen,6hnhirinn._nirner corn to nnrIercontBwhirinn_r,irnrr corn -milee ni1Iinatwhirinp_n,rnpr corn Revie wer Name Certification # Reviewers .signature Reviewed Distribution: 3980 Home Avenue San Diego, CA 92105 0 619-550-1700 0 FAX 619-550-1701 w CHRiSTIAN WHEELER. E N C I N E E R I N C FIELD REPORT Project Name Via Sat building 14 CWE # 2170158-0338 Date: 1/4/18 Page 1 of I ProjectAddress 2426 Gateway Drive Permit # CBC 20170338 Project File # Click here to Contractor Whiting - Turner Architect Smith Consulting Subcontractor PGR QT Engineer Wiseman & Rohy 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 Reinforcing MareriaI/Equiment: Reinforcing steel: ASTM A706 gr 60 Concrete mix design: 37P-45 4500psi Superior Ready Mix Arrived on site, as requested, to provide the following services: Special inspection, reinforced concrete placement at perimeter/ grade beam footing south half. 193 cubic yards were chute placed.. Consolidation by high speed vibrators. Strength test specimens were made, field tests were performed. Concrete placement was in compliance with specified requirements. Work and materials are satisfactory. Also inspect tilt up panels P36, P33, P35, P34. P31, P30. Reinforcing steel placement is in work. Progress is satisfactory and complies with specification. 8hrs. 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 # InspectorfIechnIclan's .ignature Initial Distribution: Stcphen.hatch@viasat.cOmlYan.hatch@vlasat.com;n ck.schmidt©whiting-turner.com;iamcs.mcnally@whiting- hirner rnnvr ,linr' lvirrt,r,,t)u,hirnr,_nirni'r I-nmrnn ,,nrlf'rcnnt)mhirin,,_n,rnpr rnmmi1r' rillinn ),,hinn,,_n,rn'r rAm Reviewer Name Certification # Reviewer-5 Signature Reviewed Distribution: 3980 Home Avenue San Diego, CA 92105 0 619-550-1700 FAX 619-550-1701 w CHRiSTIAN WHEELER- [-' N C I N E E R I N C FIELD REPORT Project Name Via Sat building 14 CLVE# 21701580338 Date: 1/19/18 Page 1 of I ProjectAddress 2426 Gateway Drive Permit # CBC 20170338 Project File # Click here to Contractor 'Whiting - Turner Architect Smith Consulting Subcontractor PGR QT Engineer Wiseman & Rohy 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 C9 Reinforcing Material/Equipment: Reinforcing Steel: ASTM A706 grade 60 Arrived on site, as requested, to provide the following services: Special inspection, Inspect reinforcing steel located in slab on grade mart at West third of slab area. Typical lower and .upper mat #5 bar at 18" on center EW with #7 7 add bars is work in progress. **************NOTh********** at caisson drop panel areas, reinforcing steel is resting on vapor barrier. Project superintendent was made aware of this condition. 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 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 # InspeceorfIechnician's Signature mina! Distribution: Stcphen.hatch@viasat.com;ryan.hatch@viasat.com;n ck.schmidtwhiting-turncr.com;james.mcnally@whiting- hlrflpr rnmg"- rnline h,,rrr.r )u,hiflnn_P,irnf.r cflmly.I 'hi4nn_nirnrr rnm Revie wer Name Certification # Reviewers .,lgnature Revie wed Distribution: 3980 Home Avenue San Diego, CA 92105 0 619-550-1700 0 FAX 619-550-1701 w CHRiSTIAN WHEELEK E N C I N E C P. I N C FIELD REPORT Project Name Via Sat building 14 CWE# 2170158-0338 Date: 1/3/18 1 Project Me # Click here to J Page lof I ProjectAddress 2426 Gateway Drive Permit # CBC 20170338 Contractor Whiting - Turner Architect Smith Consulting Subcontractor PGR QT Engineer Wiseman & Rohy El Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding 0 AcId 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 Reinforcing Material/Equipment: Reinforcing steel: ASTM A706 gr 60 Arrived on site, as requested, to provide the following services: Special inspection, inspect south half of perimeter footing. Reinforcing is complete and complies with specified requirement. Footing is concrete ready. 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 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 echniclan's .signature Initial Distribution: miner rnmr ,line l.giten,tknh,nnn._n,rner I-nm 'Inn ,inrlercnnt)',nhirjnn,..n,rnrr I-nm 'mile,- nillinol)n,hirinn_n,rner I-pro Revie wer Name Certification # Keviewers signature Revie;vedDistnbution: 3980 Home Avenue 0 San Diego, CA 92105 cD 619-550-1700 CD FAX 619-550-1701 w CHR-ISTIAN WHEELER. E N C IN E E B. ING FIELD REPORT Project Name Via Sat building 14 CWE# 2170158-0338 Date: 2/1/18 Page loll ProjcctAddress 2426 Gateway Drive Permit# CBC 20170338 Project File # Click here to Contractor Whiting -Turner Architect Smith Consulting Subcontractor Nexxus Qual Tech Engineer Wiseman & Rohy Reinforced Concrete 0 Pre-Strcsscd Concrete 0 Reinforced Masonry 0 llpoxy Anchors 0 Shop Welding 0 Field Welding C3 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/Equipment Structural steel: ASTM A992 f 'y 50ksi Arrived on site, as requested, to provide the following services: Special inspection, Steel erection at structural frame begun after last tilt up panel was set and secured. Frame member fit up is satisfactory and continues. Field welding of CJP hold down connections started. Certified welders: Teodulo Picaz Giovanni Rodriguez Filler metal: E7IT-8 FCAW-S Inspect joint fit up and welding of the 9" x 8" x /z Hold down plates panel hold down embeds connected to embeds in grade beam at North Shear wall. Hold down connection welds were completed today and welds are visually compliant to quality acceptance standards in Structural welding code. Ultrasonic to occur on CJP (complete joint penetration) welds. This is ongoing work 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: NOTE: Caisson head at grid C-4 is incorrect size, Bent bar mat wil notfit. Bent bat mat at C.5-3 grid, bent bar is 12" aboce vapor barrier, check for correct depth. 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 YN Inspector/Technician Name Certification # inspector/7 ccnn,c,an's Signature Initial Distnbution: Stephen.hatcLiviasat.com;ryan.hatchviasat.com;r rk.schmidt@whiting-turner.com;james.rncnally@whiting- nlrnPr rnmt--j-nlin' bai-tervti)whirino_ti,rnsr epmmmgndersnnt)whitinc,-hirnpr cnmmilw nillino)whtrin,-nirnpr mm Reviewer Name Certification # Reviewers .slgna lure Reviewed Distribution: 3980 Home Avenue 0 San Diego, CA 92105 0 619-550-1700 0 FAX 619-550-1701 w CHPJSTIAN WHEELEft EN G I N E E R. I NG FIELD REPORT ProjectName Via Sat building P2 CWE# 2170158-0198 Date: 2/13/18 Page lofl ProjectAddress 2446 Town Garden Road Fennit# CBC 20170338 Project File # Click here to contractor Whiting -Turner Architect IPD Subcontractor Bomcl J Ginger, CMC Engineer Culp and Tanner Reinforced Concrete 0 l'rc-Stressed Concrete 09 Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding 0 Field Welding C3 l-ligh Strength Bolts 0 Non-Destructive Testing 0 Mechanical Anchors 0 Fireproofing 0 Wood/Metal Shear 0 Waterproofing C3 Footing Observation 0 Asphalt Obsflcsting 0 Soil Obs/Testing 0 Roofing 0 Building Envelope 0 Reinforcing Material/Equipment, Reinforcing steel: ASTM i706 grade co CMU: ASTM C90 concrete block. Arrived on site, as requested, to provide the following services: Special inspection of CMU walls along line 14 from grids A to B, and line B from 14 to 12grids. Mortar fins completely removed, head , and bed joints arc full shoved, and satisfactory. Mortar is Orco pre blended type S. Reinforcing steel placement complies with approved details. Wall CMU lay up continues. Concrete placement at following locations: Spread footing grid A-18, both footing reinforcing, size, and vertical column reinforcing is in compliance with approved details. Concrete used was Cemex Mix design 577781 4500 psi concrete, 10 cubic yards truck chute placed. Also Columns at line C grids 2, 3 and 4 were formed, centered in forms with proper bolster, and concrete placed with bucket. Concrete mix design Cemex 1577972 4000 psi with ADVA high range plasticizer. Strength test specimens were made of both mixes, field tests were performed. Elevator wall were formed, and reinforcing steel was correct and secured in wall forms with bolster. Concrete placement to occur tomorrow. 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 q q2UA-1-- Inspector/Technician Name Certification # Inspecwr/i echn,c,airs .gnature Initial Distnbution Stephen. hatchviasat.comryan.hatchviasat.com;ask.schmidt®whiting-turner.com;jamcs.mcnally@whiting- hlrnc'r rpn,r r,linp hatrr'rvt)whirino-hirnpr rnmrnr andprcnnt3)whitina-turner —m-mike niIlino0whrinn.n1r1p1 r,m Reviewer Name Certification # KeviePUT .sgnafurc Reviewed Distribution: 3980 Home Avenue 0 San Diego, CA 92105 619-550-1700 FAX 619-550-1701 w CHRJSTIAN WHEELER E N C I N E E F. I N C FIELD REPORT ProjecrName Via Sat building 14 CWE# 2170158-0338 Date: 2/21/18 Page lofl ProjectAddress 2426 Gateway Drive Pe,mit# CBC 20170338 Project File # Click here to Contractor Whiting - Turner Architect Smith Consulting Subcontractor Ncxxus Qua! Tech Engineer Wiseman & Roby 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 o Footing Observation 0 Asphalt Cbs/Testing 0 Soil Obs/Testing 0 Roofing 0 Building Envelope 0 Reinforcing Material/Equipment: Structural steel: ASTM A992 f 'y= 50ksi Arrived on site, as requested, to provide the following services: Special inspection, Steel erection at structural frame continues at South end Certified welder: Omar Leon, Fernando Ribeiro Filler Metal: E71T1-8 FCAW-S Continue to weld at CJP welds at hold down plate connections at tiltup panels. 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.1 clause 6 Reference level 61 db. UT Test completed CJ welds plates are ½" thickness. Panels P-8 2 ea UT ACCEPT, P-i 2 ea UT ACCEPT, P-6 4 ea UT ACCEPT P-s 4 ea UT ACCEPT ASTM A325 TC high bolts are being installed at roof level, South end. This is work in progress. 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: Several fillet welds are non-compliant at panel hold down plates Panels P-I lea. needs corrected, P-s 2ea. need corrected 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 ecanicians 3WHature Initial Distn7, ution Stephen.hatchviasat.com;ryan.hatch@viasat.com;nickschmidt@whiting.turner.com;james.mcnally@whiting- hifnpr rnmr,linp barrervt5)whirinp-nirner rrnrnn andirson0whitino-hirnPr commike niIlina1i)whirin,,-hiinrr corn Reviewer Name Certification # Reviewers .)ignature Reviewed Distribution: 3980 Home Avenue 0 San Diego, CA 92105 0 619-550-1700 0 FAX 619-550-1701 Development Services City of SPECIAL INsPEcTICEIVED Building Division AGREEMENT 1635 Faraday Avenue CdNbad B-45 APR 16 2018 760-602-2719 www.carlsbadca.gov CITY OF CARLSBAD In accordance with Chapter 17 of the California Building Code the following must be completed when work being performed requires special inspection, structural observation and construction material testing. Project/Permit: CBC'ZO) _O)(.4roject Address: _Vi 'lb 'ICJ' A THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNERIAUTHORIZED AGENT. Please check if you are Owner-Builder 0. (If you checked as owner-builder you must also complete Section B of this agreement.) Name: (Please (Prst) (M.t.) (Last) Mailing Address: C..... g'4.co (,5 1J Ctno 12e4 L Cj.r 144,j q zooq Email: Phone: 1450,231-15 56 I am: UProperty Owner)(Property Owner's Agent of Record 0Architect of Record DEngineer of Record State of California Registration Number Expiration Date: AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structura observations, constrption materials testing and off-site fabrication of building components, as prescribed in the statement o special insect,s6ted on the app oved plans and, as required by the California Build! g C de. Signature: •;• Date: 34 _Q B. CONTRACTOR'TATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor I builder I owner-builder. Contractor's Company Name: Whiting-Turner Contracting Company Please check If you are Owner-Builder 0 Name: (Please print) Nick Schmidt (First) (M.l.) (Last) Mailing Address: 2501 Gateway Rd. Carlsbad, CA 92009 Email:_nick.schmidt@whiting-turner.com Phone: (858) 201-0674 State of California Contractor's License Number: #311107 Expiration Date: 7/31/2019 I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and I certify that I will have a qualified person within our (the contractor's) organization to exercise such control. I will provide a final report I letter in compliance with CBC Section 1704.1.2 prior to requesting final inspectio signature.....JkJJ,.L. Date: B.45 Page 1 of I Rev. 08/11 EsGil Corporation In (Partners flip with government for (Building Safety DATE: SEPT. 18, 2017 JURISDICTION cARLSBAD PLAN CHECK NO.: CBC2017-0338 U APPLICANT J URIS. U PLAN REVIEWER U FILE SET: III PROJECT ADDRESS: 2426 TOWN GARDEN ROAD PROJECT NAME: VIASAT - BUILDING #14 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 building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your. information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. 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 Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Joseph Dasilva AlA (SCA) Telephone #: 858-793-4777 Date contacted: ' (by: Email: josephD©sca-sd.com Mail Telephone Fax In Person REMARKS: The applicant to slip sheet Set Ill Plans into Set II Plans at the City & complete the Special Inspection Agreement Form for this project at the Building Department. This is a two-story cold shell. The future T.I. is under a separate permit. By: ALl SADRE, S.E. Enclosures: EsGil Corporation El GA 0 EJ 0 MB 0 PC 9/11 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 EsGil Corporation In Partners flip wit/i government for(Building Safety DATE: AUG. 15, 2017 JURISDICTION: CARLSBAD PLAN CHECK NO.: CBC2017-0338 U APPLICANT JURIS. U PLAN REVIEWER U FILE SET: II PROJECT ADDRESS: 2426 TOWN GARDEN ROAD PROJECT NAME: VIASAT - BUILDING #14 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. Theplans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. PLEASE SEE BELOW 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: F-1 EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Joseph Dasilva AlA (SCA) Telephone #: 858-793-4777 Date contacted: 21.é (- (by—Pc) Email: josephD@sca-sd.com ,C~~Teiepho~ne Fax In Person REMARKS: Please see attached for remaining items from previous list. This is a two-story cold shell. The future T.I. is under a separate permit. By: ALl SADRE, S.E. Enclosures: EsGil Corporation 0 GA 0 EJ 0 MB 0 PC 8/10 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD CBC20 17-0338 AUG. 15, 2017 GENERAL 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. 2. 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. STRUCTURAL The City Policy requires that their Special Inspection Agreement Form be completed for this project. This Form is available at the Building Department. This was not provided. Provide a letter from the soils engineer confirming that the foundation/ grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. This was not included. Please specify the spacing of the piers all around the perimeter on foundation plans. This is still not done on the North & East sides of the building. Please specify the thickness of ALL the panels on the panel-elevation plans. This is still not done. On detail 15/14-S5.1, clarify the statement: "PL to match shear PL thickness"? Please specify where details 1,6 & 18/14-S5..1 are referenced on plans. Please state where detail 15/14-S4.0 is called out on plans. • The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALl SADRE, S.E. at EsGil Corporation. Thank you. EsGil Corporation In Partners/lip with government for Bui&fing Safety DATE: JULY 06, 2017 JURISDICTION: CARLSBAD PLAN CHECK NO.: CBC2017-0338 U APPLICANT U JURIS. U PLAN REVIEWER U FILE SET:I PROJECT ADDRESS: 2426 TOWN GARDEN ROAD PROJECT NAME: VIASAT - BUILDING #14 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation 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 Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Joseph Dasilva AlA (SCA) Telephone #: 858-793-4777 Date :co%n acted: -1- (by:'(4 Email: josephD@sca-sd.com 5mail Phort Fax In Person REMARRS This is a two-story cold shell. The future T.I. is under a separate permit. By:. ALl SADRE, S.E. Enclosures: EsGil Corporation 0 GA Z EJ D MB 0 PC 6/22 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD CBC20 17-0338 JULY 06, 2017 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK NO.: CBC2017-0338 PROJECT ADDRESS: 2426 TOWN GARDEN ROAD OCCUAPNCY GROUP = B/F-I; CONSTRUCTION = Il-B; SPRINKLERS = YES; USE = OFFICE/ INDUSTRIAL; HEIGHT = 38'; STORIES = TWO; AREAS: 1ST FLOOR = 50034-S.F. [INDUSTRIAL]; 2ND FLOOR = 48,311-S.F. [OFFICES]; T.I. IS UNDER A SEPARATE PERMIT. DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 6/22 JULY 06, 2017 REVIEWED BY: ALl SADRE, S.E. 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. GENERAL 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. CARLSBAD CBC2017-0338 JULY 06, 2017 To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? El Yes 0 No PLANS Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2016 California Building Code, which adopts the 2015 IBC, 2015 UMC, 2015 UPC and the 2014 NEC. Please revise the statement under CODES on Sheet 14-TSI, referring to the 2012 family of codes. On the cover sheet of the plans, under Deferred Submittals, item #2, please clarify "THREE FLOORS" as noted versus two levels on this building. Please show step-by-step how the allowable areas increases were calculated including those due to frontage. See Sheet 14-TSI. Clearly designate on the site plans any side yards used to justify increases in allowable area based on Section 506.3. MISCELLANEOUS ITEMS Please dimension the storefront on gridline #1., between A & B, on the floor plans. Sheet 14-AI00. Details 18 & 19/14-A750 are incorrect, as called out on floor plans, starting on Sheet 14-AI00. . Please dimension the storefront on gridline #16, between B.5 & C. [Please see Sheet 14-A101]. Please label the door on Sheet 14-A120. Detail 5/14-A750 is incorrect, as referenced on Sheet 14-A400, under stair keynote #5. Similarly, for that noted on Sheet 14-A401. . Please specify where detail 7/14-A401 is called out on plans. Where is detail 20/AD1, as noted on 5/14-A401, near mid-height of the stairs? Please indicate where door #401, as per door schedule, is cross referenced on the floor plans. . Please provide a partition detail on plans, for all wall types. See wall legend on floor plans. I.e., see the N.R. Full height walls, etc. CARLSBAD CBC20 17-0338 JULY 069 2017 STRUCTURAL The City Policy requires that their Special Inspection Agreement Form be completed for this project. This Form is available at the Building Department. Provide a letter from the soils engineer confirming that the foundation! grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. Where are details 9 & 15!14-S4.1, as cross referenced on Sheet 14-52.OA, near grid point B-5? Please cross reference a detail for the DP (Drilled Piers), on Sheet 14-S2.OAA, under the Foundation Plan Legend. [Similarly, for that on Sheet 14-52.013]. Where are details 9 & 15!14-S4.1, as called out on gridline B, Sheet 14-S2.013? The tie spacing, as noted on the pier schedule, on Sheets 14-S2.OA & B, do not match what is shown on detail 20!14-S4.1. Please add Drop Panels, to the legend, on the foundation plans. Much of the reinforcement, in the column strip, are not labeled on plans. I.e., see Sheet 14-52.OA-NS. Please cross reference retaining wall details at the exterior ramp(s) and stair(s), on the foundation plans. I.e., Sheet 14-52.OA. Please provide details and references on foundation plans for the site retaining walls. Otherwise, specify on the cover sheet of the plans, they are under a separate permit. I.e., see detail #9!14-S4.0, etc. Please show a grade beam detail on plans for GB-2 & 3A with two leg stirrups, as opposed to (4) legs, currently shown, only applicable to GB-3.5. E.g., see Sheet 14-52.OA. Please provide a grade beam detail for GB-3, as per schedule on 14-S2.OA, with (2) #7 additional bars at its mid height. Please specify the spacing of the piers all around the perimeter on the foundation plans. Please add reinforcement (size & #, E.W.) in the footing schedule, for F-9, on Sheet 14-52.OB. Please indicate where F-9, as per previous item, is cross referenced on the foundation plans. Most of reinforcement, in the column strip, on Sheet 14-S2.OB-NS, are not identified. CARLSBAD CBC20 17-0338 JULY 06, 2017 Detail 9114-S5.0, as called out on Sheet 14-S2.IA, over the loading dock, states gage 18 versus gage 20 in the boxed note. Please coordinate. Where is detail 14/14-S5.3, as cross-referenced on Sheet 14-S2.2A, near grid point 5.5-C.5? Details 4, 5 & 20/14-S5.2, as called out on Sheet 14-S2.2A, at the exterior walls, on gridlines 1, A & E, are incorrect. There is no topping on the roof decking. [So, there cannot be a dowel between the tilt-up wall and the roof slab. Similarly, for those referenced on Sheet 14-S2.213]. Please clarify detail Typ/14-55.3, as called out on Sheet 14-52.3A, by grid point 7-E. Similarly, for that referenced on 14-52.313. Please indicate the chord reinforcement size and number on the panel elevation plans. Alternatively, reference to other details on plans for this information. Please specify the thickness of all the panels on the panel-elevation plans. Alternatively, refer to other details on plans for this information. Please provide a legend for the shaded panels, on the panel elevation plans.. I.e., panel #1, on 14-S3.0, etc. What is noted on 14-S3.1, is not adequate. [Thickness change from inside is not specific enough. Also, reference a detail on plans for this transition]. Collector Design Forces UUMMEMIN. Collector elements, splices and their connections to resisting elements should be designed to resist the prescribed forces. They must also have the design strength to resist the special load combinations of ASCE 7-10, Section 12.4.3 (Section 12.10.2.1). Please show a connection detail, on Sheet 14-S2. lB. near grid point 12-B.5, at the panel-end. Similar/v. for the oøoosite-end of the wall and for those on gridline #5. Please specify where details 6 & 11/14-S6.0 are referenced on plans. Please state where details 18 & 20/14-S5.4 are called out on plans. Please indicate where details 5 & 17/14-S5.3 are cross referenced on plans. Please note where details 1, 13 & 17/14-S5.2 are referenced on plans. On detail 16/14-S5.2, two studs are shown, versus (3)-studs called out. Where is detail 5/14-S5.4, as referenced on details 6 & 12/14-S5.1? Please specify where details 1,6,7,8, 12, 13, 14, 17 & 18/14-S5.1 are referenced on plans. 48. All typical details shall be labeled as such and cross referenced on keynotes to be added to the foundation or framing plans. CARLSBAD CBC20 17-0338 JULY 06, 2017 Please indicate where details 11 & 16/14-S5.0 are called out on plans. [Alternatively, indicate if they are referenced on other details]. Where is detail 15/148-4.1, as referenced on 4/14-S4.1? Please note where detail 13/14-S4.1 is cross referenced on plans. Please state where details 4; 6, 13 & 15114-S4.0 are called out on plans. Where are details 10 & 15/13-53.2, as referenced on 5/14-S3.2? Please specify the maximum future storage rack(s) loading, in various areas, as per calculations, on plans. Additional corrections may be necessary, once updated plans and calculations are submitted for review and approval. ADDITIONAL ITEMS Please see attached for P/M/E items. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALl SADRE, S.E. at EsGil Corporation. Thank you. PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ARCHITECTURAL PME ITEMS 1.. Panic hardware required at the electrical service room door. PLUMBING (2016 CALIFORNIA PLUMBING CODE) Sump pump at truck loading dock? (Dock levelers). MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) . No mechanical submitted (cold shell). ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) The electrical is limited to various shell exterior and interior lighting, a 4,000 ampere main, and a house panel/transformer set-up and is approved as submitted. CARLSBAD CBC20 17-0338 JULY 06, 2017 ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) . No energy submitted or required at this time. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy 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. CARLSBAD CBC2017-0338 JULY 06, 2017 (DO NOT PAY - THIS IS NOT AN INVOICE) VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: CBC2017-0338 PREPARED BY: ALl SADRE, S.E. DATE: JULY 06, 2017 BUILDING ADDRESS: 2426 TOWN GARDEN ROAD BUILDING OCCUPANCY: B/F-1; II-B/SPR. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) OFFICE 48311 INDUSTRIAL 50034 Air Conditioning 48311 Fire Sprinklers 98345 TOTAL VALUE 8,244,261 Jurisdiction Code 1GB IBy Ordinance I Bldg. Permit Fee by Ordinance V Plan Check Fee by Ordinance V I $17,951.061 I $11,668.191 Type of Review: ll Complete Review C] Structural Only 0 Other o Repetitive Fee Repeats Hourly EsGil Fee Hr. © * I $1O,052.591 Comments In addition to the above fee, additional fee of $86 is due (1-hour 0?$86/hrP 'r :the CalGreen review. VALUE IS BASED ON TYPE Ill-B, OFFICE SHELL. Sheet I of macvalue.doc + CYC I itof Ga d bad PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 08-15-2017 PROJECT NAME: VIASAT BLDG #14 BRESSI RANCH PROJECT ID: MS 16-04 PLAN CHECK NO: CBC17-338 SET#: 2.. ADDRESS: 2426 TOWN GARDEN RD. APN: 2132600209 VALUATION: $8,244,261 SCOPE OF WORK: NEW 98,345 SQ. FT. SHELL OFFICE BUILDING PHASE 4 (A.K.A. PHASE 2) 1 frY. This plan check review is complete and has been APPROVED by: LAND DEVELOPMENTENGINEERING DIVISION . Final Inspection by Construction Management & Inspection Division is required: Yes E11 NoE:1 FX-1 This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: JOSEPHD@SCA-SD.COM 11 To determine status by one of the divisions listed below, please contact 760-602-2719. • LAND DEVELOPMENT 760-602-2750 1 Chris Sexton Chris Glassen Fx], Greg Ryan F-1 760-602-4624 760-602-2784 760-602-4663 Chris.Sexton@carlsbadca.gov Christopher.Glassen@carlsbadca.gov Gregory.Ryan@carlsbadca.gov Gina Ruiz . . Linda Ontiveros Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov . Linda.ontiveros@carlsbadca.gov • Cynthia.Wong@carlsbadca.gov F-1 ValRay Nelson Dominic Fier! 760-602-2741. 760-602-4664 ValRay.Marshall@carlsbadca.gov Dominic.Fieri@carlsbadca.gov Remarks: TO BE SHOWN Provi ON SIGNED EJ APPROVED GRADING PLANS EJ ME VIASAT BLDG #14 BRESSI RANCH PLAN CHECK NO # CBC17-338 'nrTU Outstanding issues are marked with lIZ] Items that conform to permit flti1irsina requirements are marked with ELi or have intentionally been left blank. 1. SITE PLAN de a fully dimensioned site Plan drawn to scale. Show: North arrow ij EJ Driveway widths L1 Existing & proposed structures J EJ Existing or proposed sewer lateral Existing street improvements EJ EJ Existing or proposed water service Property lines (show all dimensions) EJ EJ Submit on signed approved plans: Easements DWG No. 497-4C Right-of-way width & adjacent streets Show on site plan: Drainage patterns and proposed site elevations. Show all high points. =Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. =ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". =Existing & proposed slopes and topography =size, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: Site address J Assessor's parcel number EJ Legal description/lot number For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EJ EJ Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: 15492 Subdivision/Tract: CT 0507 Reference No(s): ' E-36 Page 20f6 REV 6/01/12 -I VJASAT B&DG #14 BRESSI RANCH PLAN CHECK NO # CBC17-338 DISCRETIONARY APPROVAL COMPLIANCE I I ILJ Project does not comply with the following engineering conditions of approval for project no.: ***TO MEET ALL CONDITIONS OF APPROVAL*** DEDICATION REQUIREMENTS N/A cJ - I I Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 24.000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. I- I EJ Dedication required as follows: IMPROVEMENT REQUIREMENTS All needed public improvements upon and adjacent to the building site must be constructed DWG 497-4 at time of building construction •whenever the value of the construction exceeds / DWG 400-8 $120.000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. E:J EI Public improvements required as follows: Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee, so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. EJ EJ Future public'improvements required as follows: E-36 Page 3 of 6 REV 6/01112 VIASAT BLDG #14 BRESSI RANCH PLAN CHECK NO # CBC17-338 GRADING PERMIT REQUIREMENTS The conditions that require a grading. permit are found in Section 15.16 of the Municipal Code. ==Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" GR2017-0024 =Grading Permit required. NOTE: The grading Dermit must be issued and rough grading aDDroval obtained Drior to issuance of a building øermit. FEW Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector The inspector will then provide the engineering counter with a release for the building permit. No grading permit required. Minor Grading Permit required. See additional comments for project- specific requirements. MISCELLANEOUS PERMITS RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work R0W20160026 adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. E1 Right-of-way permit required for: E-36 Page 4of6 REV6I01I12 VIASAT BLDG #14 BRESSI RANCH PLAN CHECK NO # CBC17-338 S 8., WATER METER REVIEW Domestic (potable) Use 2" SERVICE 1Z1 What size meter is required? Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. fl For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be 11 9. FEES E:J -Il- Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? J yes J no Permit No. Permit No. Project built after 1980 yes E no Impervious surface > 50% [J yes [J no Impact unconstructed facility Elyes Jno Fire sprinklers required Jyes IJnO (is addition over 150' from cente'line) Upgrade F-1 yes EJno No fees required 10. ADDITIONAL COMMENTS Attachments: 0 Engineering Application Storm Water Form Right-of-Way Application/info. L1 Reference Documents E-36 r Page 6 of 6 REV 6/01/12 213-260-02-09 Fee Calculation Worksheet 1cII111I[c.1IYAI.1[.1] Prepared by: CG k Date: 6-28-17 GEO DATA: LFMZ: "jI B&T: i Address: 2426 TOWN GARDEN RD. Bldg. Permit #: CBC20I7-0338 Fees Update by: Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: WAREHOUSE Sq.Ft./Units 98,345 EDU's: 19.67 Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: WAREHOUSE Sq.Ft./Units 98,345 ADT's: 492 Types of Use: Sq.Ft./Units ADT's: Types of Use: Sq.Ft./Units ADT's: Types of Use: Sq.Ft./Units ADT's: FEES REQUIRED: Within CFD: [2]YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) U NO 1. PARK-IN-LIEU FEE: LJNW QUADRANT ONE QUADRANT OSEQUADRANT OW QUADRANT ADT'S/UNITS: X FEE/ADT: I 23RAFFIC IMPACT FEE: ADT'S/UNITS: 492 X BRIDGE & THOROUGHFARE FEE: (USE SANDAG)ADT'S/UNITS I x FACILITIES MANAGEMENT FEE ADT'S/UNITS: I X SEWER FEE FEE/ADT: $109 =$ 53,628 EZI DIST. #1 LJ DIST.#2 FEE/ADT: I =$ ZONE: 17 FEE/SQ.FT./UNIT: 40SF $ 39,338 EJDIST.#3 S. EDU's 19.67 BENEFIT AREA: H EDU's 19.67 DRAINAGE-FEES: ACRES: POTABLE WATER FEES: UNITS I CODE I X FEE/EDU: $899 1 =$ 17,683.33 X FEE/EDU: $1.008 1 =$ 19,827.36 PLDA: LJHIGH EMEDIUM EILOW X FEE/AC: I CONN. FEE I METER FEE I SOC WA FEE I TOTAL I 1 D2 1 $25,685 1 $834 1 $26,81-h 1 $53,33% ***This may not represent a comprehensive list of fees due for this project. Please contact the Building division at (760) 602-719 for a complete listing of fees UST ISEMAN+ROHY RUCTURAL ENGINEERS STRUCTURAL CALCULATIONS FOR VIASAT - BUILDING 14 COLD SHELL & P1-k -ftd-- INE CARLSBAD, CA JUNE 20, 2017 W + R JOB #17-035 9915 Mira Mesa Blvd. Suite 200 San Diego, CA 92131 TEL. (858) 536-5166 WRENGINEERS.COM FAX. (858) 536-5163 tP2ø 40 I7 O 3* 0 WISEMAN.+ ROHY Structural Engineers PROJECT: ViaSat 814 == Drag Force == LOCATION: line 5 Floor JOB NO: 17-035 Date: 8/7/2017 ° I Total Shear Total Length Shear In 256.00k 145.00 ft 1.766 2.5 klf Panel Length Shear 47.75 ft 0.00k 0.000 2 49.50 ft 256.00k 5.172 47.75 ft 0.00k 0.000 0.00 ft 0.00k #DIV/O! 0.00 ft 0.00k #DIV/01 0.00 ft 0.00k #DlV/0! 0.00 ft 0.00k #DIV/01 0.00 ft 0.00k #DIV/0! 0.00 ft 0.00k #DIV/01 Drag Force (kips) . 400.00 300.00 a 7 145 145 145 145 145 145 -200.00 145 -300.00 21 A -400.00 WISEMAN + ROHY Structural Engineers PROJECT: ViaSat B14 == Drag Force == LOCATION: Line 16 Floor JOB NO: 17-035 Date: 8/7/2017 I Total Shear Total Length Shear In 160.05k 134.25 ft 1.192 2.5 klf Panel Length Shear 1 41.25 ft 61.19k 1.483 2 18.50 ft 9.071c 0.490 3 37.25 ft 47.82k 1.284 4 37.25 ft 41.97k 1.127 0.00 ft 0.00k #Dl V/Ol 0.00 ft 0.00k #DlV/0! 0.00 ft 0.001C #DIV/0! 0.00 ft 0.001< #DIV/0! 0.00 ft 0.001< #DIV/0! Drag Force (kips) 10.00 5.00 - 0.00 0.00 0.00 U 0.00 U 0.00 U 0.00 1111111 0-00- -5.00 o 41 0#160 - 134 134 134 134 134 134 -10.00 -6.10 -12.01 -15.00 -20.00 -25.00 - -30.00 -35.00 -40.00 . -45.00 -30.03 WISEMAN + ROHY Structural Engineers PROJECT: ViaSat 814 == Drag Force LOCATION: Line A Floor JOB NO: 17-035 Date: 8/7/2017 ° I Total Shear Total Length Shear In 362.25k 353.75 ft 1.024 .2.5 klf A, 1tQ I. I dl Panel Length Shear 1 55.75 ft 16.09k 0.289 2 37.25 ft 38.73k 1.040 3 37.25 ft 46.541c 1.249 4 37.25 ft 45.54k 1.223 5 37.25 ft 44.05k 1.183 - 6 37.25 ft 43.05k 1.156 7 37.25 ft 42.36k 1.137 8 37.25 ft 43.091< 1.157 9 37.25 ft 42.80k 1.149 Drag Force (kips) 160.00 140.00 io.i.oi 120.00 80.05 100.00 1.56 80.00 6.80 60.00 .54 40.00 4.00 20.00 o1 ______ .64 0.00 0.00- 0 56 93 130 168 205 242 279 317 354 Drag Force (kips) 200.00 150.00 50.00 111.55 .24 .e&a5 Q4 '0-.01~ \ 1 100.00 _____ _____ 63.90 0.00 211 .1 294 0 32 69 107 133 -166 193 P40.42 -50.00 Er -100.00 WISEMAN + ROHY Structural Engineers PROJECT: ViaSat B14 == Drag Force == LOCATION: Line E Floor JOB NO: 17-035 Date: 8/7/2017 Total Shear Total Length Shear In i [_0 445.24k 294.33 ft 1.513 2.5 klf Panel Length Shear 1 32.00 ft 23.63k 0.738 2 37.25 ft 53.91k 1.447 3 37.25 ft 49.87k 1.339 4 26.88 ft 47.72k 1.776 5 32.33 ft 45.52k 1.408 6 26.88 ft 45.11k 1.679 7 18.00 ft 8.17k 0.454 8 46.50 ft 131.13k 2.820 9 37.25 ft 40.18k 1.079 ASLE WISEMAN + ROHY Structural Engineers PROJECT: ViaSat B14 Drag Force == LOCATION: Line 16 Roof JOB NO: 17-035 Date: 8/7/2017 ° I Total Shear Total Length Shear In 160.051c 134.25 ft 1.192 2.5 kif 0. S -'- Panel Length Shear 1 41.25 ft 61.19k 1.483 2 18.50 ft 9.07k 0.490 3 37.25 ft 47.82k 1.284 4 37.25 ft 41.97k 1.127 0.00 ft. 0.001C #DlV/0! 0.00 ft 0.00k #DIV/0! 0.00 ft 0.00k #DIv/0! 0.00 ft 0.00k #DIV/0! 0.00 ft 0.00k #DIV/0! Drag Force (kips) 10.00 5.00 2.43 0.00 000 e.ee U 8.80 U 8.88 U 8.88 U 8.88 U 6.80- -5.00 0 41 60 - 134 134 134 134 134 134 -10.00 -6.10 -12.01 -15.00 -20.00 -25.00 -30.00 -35.00 -40.00 -45.00 -30.03 WISEMAN + ROHY Structural Engineers PROJECT: ViaSat 814 == Drag Force == LOCATION: Line A Roof JOB NO: 17-035 Date: 8/7/2017 I Total Shear Total Length Shear In 426.02k 353.75 ft 1.204 2.5 klf Panel Length Shear 1 55.75 ft 69.98k 1.255 2 37.25 ft 49.01k 1.316 3 37.25 ft 46.54k 1.249 4 37.25 ft 45.14k 1.212 5 37.25 ft 44.05k 1.183 6 37.25 ft 43.05k 1.156 7 37.25 ft 42.36k 1.137 8 37.25 ft 43.09k 1.157 9 37.25 ft 42.80k 1.149 As.it o.'-11.'- Drag Force (kips) 5.00 0.00 -10.00 -15.00 -20.00 -25.00 -30.00 -5.00 0 93 130 168 205 242 2 354 .0- -9.58 -5.15 -15.83 -20.35 -35.00 - .38 WISEMAN + ROHY Structural Engineers PROJECT: ViaSat 814 == Drag Force == LOCATION: Line E Roof JOB NO: 17-035 Date: 8/7/2017 Shear In ° I Total Shear Total Length 434.981c 294.33 ft 1.478 2.5 kif I Panel Length Shear 1 32.00 ft 54.69k 1.709 2 37.25 ft 53.91k 1.447 3 37.25 ft 49.87k 1.339 4 26.88 ft 47.72k 1.776 5 32.33 ft 45.52k 1.408 6 26.88 ft 45.11k 1.679 7 18.00 ft 8.17k 0.454 8 46.50 ft 89.81k 1.931 9 37.25 ft 40.18k 1.079 A 5 9-' O.c1M- Drag Force (kips) 30.00 20.00 10.00 -10.00 -20.00 -30.00 -40.00 -50.00 iiccc 0.00 .22 0 .6 - L p 3 193 211 257 94 -12. 1 -14.87 -15.64 - . 0 47.05 - 2.70 -30.53 -60.00 -37.18 RETAINING WALL DESIGN WISEMAN±ROHY STRUCTURAL ENGINEERS El Retainng Wall begn.. Each of the site retaining walls is aèsigned with Retain Pro Using two cases as follows (one case for wcdls with at or under six feet of retained earth): Case 1 - Non-Seismic Condition (for all walls): Sod pressure + Surcharge (some walls do not have a surcharge) Factor of safety for overturning of 1.5 Factor of safety forsliding of 1 .5 Allàwable soil pirissuie and sliding with no 1/3 increase Case 2 - Seismic Load Condition (retaining more than six 6 feet: Soil ressure + Seismic soil p(essure + Wall seismic (all lateral and soil seismic loads are input as Strength Loads) Factor of safety for.overtuhiing of 1.1 Factor of safety forsliding Qf).1 Allowable soil pressure and sliding, with a 1/3 inrease (verify increase with geotech) When lookin at the program files dose 2 mayshow that part of the design.does not work This is because in Case 2 a factor for safety, of 1 1 is allowed for sliding and overturning with seismic láads and the program checks for a 1.5 factor of safety. -seismic soil pressure is either added by the program for a uniform distribution, input by the user as a lateral stem load at 2/3 of the stem height if seismic is an inverted triangular load or by the program using the Mono nobe-Okabe/Seed-Whitmon Prcedure. Soil Pressure @ Toe = 1,517 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 3,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 2,124 psf ACl Factored @ Heel = 0 psf Footing Shear @ Toe = 12.3 psi OK Footing Shear © Heel = 3.7 psi OK Allowable = 94.9 psi Sliding Calcs Lateral Sliding Force = 1,361.3 lbs less 100% Passive Force = - 1,434.4 lbs less 100% Friction Force = - 913.5 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 Stability = 0.0 lbs 01< Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing - _.._.Cantilevered Retaining Wall Code: CBC 2013,ACI 318-11,ACI 530-11 [Criteria I -Soil Data I Retained Height = 7.00 ft Allow Soil Bearing = 3,500.0 psf Wall height above soil = 0.00 ft Equivalent Fluid Pressure Method Active Heel Pressure = 40.0 psf/ft Slope Behind Wall = 0.00 Height of Soil over Toe = 12.00 in = Water height over heel = 0.0 ft Passive Pressure = 300.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density. Toe = 110.00 pcI FootingJSoil Friction = 0.350 Soil height to ignore for passive pressure = 12.00 in I Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 Used for Sliding & Overturning [Axial Load Applied to Stem Axial Dead Load = 0.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in I Design Summary Wall Stability Ratios Overturning = 1.80 OK Sliding = 1.72 01< Total Bearing Load = 2,610 lbs ...resultant ecc. = 10.23 in Load Factors - Building Code Dead Load Live Load Earth, H Wind,W Seismic, E I Lateral Load Applied to Stem • Lateral Load = 0.0 #Ift ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft Load Type = Wind (W) (Service Level) Wind on Exposed Stem = 0.0 psf (Service Level) [Stem Construction I - Design Height Above Ftc ft = Wall Material Above "H Design Method = Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data fb/FB + fa/Fa = Total Force © Section Service Level lbs = Strength Level lbs = Moment .... Actual Service Level ' ft-# = Strength Level ft-# = Moment.....Allowable Shear ..... Actual Service Level psi = Strength Level psi = Shear ..... Allowable psi = Met (Masonry) in2 = Rebar Depth 'd in= Masonry Data I'm psi = Fs psi = Solid Grouting Modular Ratio 'n' Wall Weight psi = Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method Concrete Data tc Fy LAdiacent Footing Load Adjacent Footing Load = 0.0 lbs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil - 00 ft at Back of Wall Poisson's Ratio = 0.300 Bottom Stem 01< 0.00 Concrete LRFD 12.00 #5 12.00 9 in. 0.299 1,568.0 3,658.7 12,236.1 14.5 94:9 9.00 150.0 CBC 2013.ACI 1.200 1.600 1.600) 1.000 1.000 = Medium Weight = ASD psi = 4,000.0 psi = 60,000.0 RetainPro (c) 1987-2017, Build 11.17.06.23 License KW.06055776 Cantilevered Retaining Wall Code: CBC 2013,ACI 318-1 1 ,ACI 530-11 License To: WISEMAN ROHY STRUCTURAL ENGINEERS Concrete Stem Rebar Area Details Bottom Stem Vertical Reinforcing Horizontal Reinforcing As (based on applied moment): 0.0937 in2lft (4/3) As : 0.1249 in2/ft Min Stem T&S Reini Area 2.016 1n2 200bdlfy: 200(12)(9)/60000: 0.36 1n2/ft Min Stem T&S Reinf Area per ft of stem Height: 0.288 in2/ft 0.0018bh : 0.0018(12)(12): 0.2592 in2/ft Horizontal Reinforcing Options: One layer of: Two layers of: Required Area: 0.2592 in2/ft #4@ 8.33 in #4@ 16.67 in Provided Area: 0.31 in2/ft #5@ 12.92 in #5@ 25.83 in Maximum Area: 1.9508 in2/ft #6@ 18.33 in #6@ 36.67 in I Footing Dimensions & Strengths I I Footing Design Results i Toe Width = 2.50 ft Toe Heel Heel Width = 1.50 Factored Pressure = 2,124 0 psf Total Footing Width = 4.00 Mu': Upward = 5.029 0 ft-# Footing Thickness = 15.00 in Mu': Downward = 1.116 144 ft-# Mu: Design = 3,914 144 ft-# Key Width = Key Depth = 12.00 Actual 1-Way Shear 12.00 in = 12.32 12.32 psi Key Distance from Toe = Allow 1-Way Shear 1.50 ft = 50.60 50.60 psi Toe Reinforcing = #5 @ 12.00 in ft = 4,000 psi Fy = 60,000 psi Heel Reinforcing = #5 @ 18.00 in Footing Concrete Density = 150.00 pcf Key Reinforcing = #5 @0.00 in Mm. As % = 0.0018 Other Acceptable Sizes & Spacings Cover @ Top 3.00 @ Btm.= 3.00 in Toe: #4@ 7.41 in, #5@ 11.48 in, #6@ 16.30 in, #7@ 22.22 in, #8@ 29.26 in, #9@ 37 Heel: Not req'd: Mu < phi*5*Iambda*sqrt(fc)*Sm Key: Not req'd: Mu < phi*5*lambdasqrt(fc)*Sm Min footing T&S reinf Area 1.30 1n2 Min footing T&S reinf Area per foot 0.32 in2 ift If one layer of horizontal bars: If two layers of horizontal bars: #4@ 7.41 in #4@ 14.81 in #5@ 11.48 in #5@ 22.96 in #6@ 16.30 in #6@ 32.59 in I Summary of Overturning & Resisting Forces & Moments OVERTURNING RESISTING Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = 1,361.3 2.75 3,743.4 Surcharge over Heel = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load © Stem Above Soil = Total 1,361.3 O.T.M. 3,743.4 Resisting/Overturning Ratio = 1.80 Vertical Loads used for Soil Pressure = 2,610.0 lbs Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Soil Over Heel = 385.0 3.75 1,443.8 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = * Axial Live Load on Stem = Soil Over Toe = 275.0 1.25 343.8 Surcharge Over Toe = Stem Weight(s) = 1,050.0 3.00 3,150.0 Earth @ Stem Transitions = Footing Weighi = 750.0 2.00 1,500.0 Key Weight = 150.0 2.00 300.0 Vert. Component = Total = 2,610.0 lbs R.M.= 6,737.5 * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. RetainPro (c) 1987-2017. Build 11.17.06.23 . License: KW.08055776 Cantilevered Retaining Wall Code: CBC 2013,ACI 318-11,ACl 530-11 License To: WISEMAN ROHY STRUCTURAL ENGINEERS Tilt I Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defi @ Top of Wall (approximate only) 0.074 in The above calculation is not valid if the heelsoil bearing pressure exceeds that of the toe, because the wall would then tend to rotate into the retained soil. etalnPro (C) 1987-2017, Build 11.17.06.23 icense: KW-06055776 Cantilevered Retaining Wall .!cerise To: WISEMAN ROHY STRUCTURAL ENGINEERS Code: CBC 2016,ACI 318-14,ACI 530-13 Criteria I [Soil Data I Retained Height = 7.00 ft Allow Soil Bearing = 4,667.0 psf Wall height above soil = 0.00 ft Equivalent Fluid Pressure Method Active Heel Pressure = 40.0 psf/ft = Slope Behind Wall 0.00 Height of Soil over Toe = 12.00 in = Water height over heel = 0.0 ft Passive Pressure = p 400. psf/ft - - - Soil Density, Heel = 110.00 pd Soil Density. Toe = 110.00 pd FootingISoil Friction = 0.350 Soil height to ignore for passive pressure = 12.00 in [Surcharge Loads f Lateral Load Applied to Stem • [Adjacent Footing Load I Surcharge Over Heel = 0.0 psf Lateral Load = 0.0 #Ift Adjacent Footing Load = 0.0 lbs Used To Resist Sliding & Overturning ...Height to Tog = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding & Overturning Load Type = Wind (W) Wall to Ftg CL Dist = 0.00 ft (Axial Load Applied to Stem (Service Level) Footing Type Line Load Axial Dead Load = 0.0 lbs Wind on Exposed Stem = 0.0 psf Base Above/Below Soil at Back of Wall = 0.0 ft Axial Live Load = 0.0 lbs (Service Level) Poisson's Ratio = 0.300 Axial Load Eccentricity = 0.0 in (Earth Pressure Seismic Load • Method : Triangular Total Strength-Level Seismic Load = 606.375 lbs Load at bottom of Triangular Distribution .......= 147.000 psf Total Service-Level Seismic Load = 424.463 lbs (Strength) [Stem Weight Seismic Load Fp /W Weight Multiplier = 0.300 g Added seismic base force 220.5 lbs RetainPro (c) 1987-2017, Build 11.17.06.23 License: KW-06055776 Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACl 530-13 License To: WISEMAN ROHY STRUCTURAL ENGINEERS I Design Summary Stem Construction i Bottom. Wall Stability Ratios Design Height Above FIE ft= Stem 01< 0.00 Overturning = 1.13 Ratio < 1.51 Wall Material Above "H = Concrete Sliding = 1.41 Ratio < 1.5! Design Method = LRFD Thickness = 12.00 Total Bearing Load = 2.610 lbs Rebar Size = # 5 ...resultant ecc. = 20.42 in Rebar Spacing = 12.00 Soil Pressure © Toe = 5,827 psf NG Rebar Placed at = Design Data 9 in Soil Pressure @ Heel = 0 psf OK fb/FB + fa/Fa = 0.472 Allowable = 4,667 psf Total Force @ Section Soil Pressure Exceeds Allowable! Service Level lbs = ACl Factored @Toe = 8,157 psf ACI Factored @ Heel = 0 psf Strength Level lbs = 2,319.5 Footing Shear @ Toe = 22.0 psi OK Moment .... Actual Service Level ft-# = Footing Shear @ Heel = 3.7 psi 01< Strength Level ft-# = 5,779.8 Allowable = 94.9 psi Sliding Calcs Moment.....Allowable = 12,236.1 Lateral Sliding Force = 2,006,2 lbs Shear ..... Actual less 100% Passive Force = - 1,912.5 lbs Service Level psi = less 100% Friction Force = - 913.5 lbs Strength Level psi = 21.5 Added Force Req'd = 0.0 lbs OK ....for 1.5 Stability = 183.3 lbs NG Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Load Factors - Building Code CBC 2016,ACl Dead Load 1.200 Live Load 1.600 Earth. H 1.600 Wind, W 1.000 Seismic, E 1.000 Shear ..... Allowable Anet (Masonry) Rebar Depth 'd' Masonry Data I'm Fs Solid Grouting Modular Ratio 'n' Wall Weight Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method Concrete Data ft Fy psi = 94.9 in2 = in= 9.00 psi = psi = psf = 150,0 = Medium Weight = ASD psi = 4,000.0 psi = 60,000.0 'VI iOfV I( CUIIU 11.11.UO.4 License: KW-06055776 Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACI 530-13 License To: WISEMAN ROHY STRUCTURAL ENGINEERS Concrete Stem Rebar Area Details Bottom Stem Vertical Reinforcing Horizontal Reinforcing As (based on applied moment): 0.148 in2lft (4/3) * As: 0.1973 in2lft Min Stem T&S Reinf Area 2.016 in2 200bd/fy: 200(12)(9)/60000: 0.36 1n2/ft Min Stem T&S Reinf Area per ft of stem Height: 0.288 1n2/ft 0.0018bh : 0.0018(12)(12): 02592 1n2/ft Horizontal Reinforcing Options: One layer of: Two layers of: Required Area: 0.2592 in2lft #4@ 8.33 in #4@ 16.67 in Provided Area: 0.31 1n2/ft #5@ 12.92 in #5@ 25.83 in Maximum Area: 1.9508 in2/ft #6© 18.33 in #6@ 36.67 in [Footing Dimensions & Strengths I Footing Design Results • Toe Width = 2.50 ft Toe Heel Heel Width = 1.50 Factored Pressure = 8,157 0 psf Total Footing Width = 4.00 Mu': Upward = 8.044 0 ft-# Footing Thickness = 15.00 in Mu': Downward = 1,116 144 ft-# Mu: Design 6,928 144 ft-# Key Width = Key Depth = 12.00 in Actual 1-Way Shear = 22.00 22.00 psi 12.00 in Allow 1-Way Shear = 94.87 50.60 psi Key Distance from Toe = 1.50 ft Toe Reinforcing = #5 @ 12.00 in ft = 4,000 psi Fy = 60.000 psi Heel Reinforcing = #5 @ 12.00 in Footing Concrete Density = 150.00 pd Key Reinforcing = #5 @ 0.00 in Mm. As % = 0.0018 Other A ' "I S & S pacings F' Cover ' To 3 00 ' Btm . V = 300 in Toe: #4@ 7.41 in, #5@ 11.48 in, #6@ 16.30 in, #7@ 22.22 in, #8@ 29.26 in. #9@ 37 Heel: Not req'd: Mu < phi*5*lambda*sqrt(fc)*Sm Key: Not req'd: Mu <phi*5*lambda*sqrt(fc)*Sm Min footing T&S reinf Area 1.30 in2 Min footing T&S reinf Area per foot 0.32 in2 .'ft If one layer of horizontal bars: If two layers of horizontal bars: #4@ 7.41 in #4@ 14.81 in #5@ 11.48 in #5@ 22.96 in #6@ 16.30 in #6@ 32.59 in I Summary of Overturning & Resisting Forces & Moments OVERTURNING RESISTING Force Distance Moment Force Distance Moment Item . lbs' ft ft-# lbs ft ft-# Heel Active Pressure = 1,361.3 2.75 3,743.4 Surcharge over Heel = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = Seismic Earth Load = 424.5 2.75 1.167.3 Seismic Stem Self Wt = 220.5 4.75 1,047.4 Total 2,006.2 O.T.M. 5,958.1 Resisting/Overturning Ratio = 1.13 Vertical Loads used for Soil Pressure = 2,610.0 lbs If seismic is included, the OTM and sliding ratios be 1.1 per section 1807.2.3 of IBC 2009 or IBC 201 Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Soil Over Heel = 385.0 3.75 1,443.8 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = * Axial Live Load on Stem = Soil Over Toe = 275.0 1.25 343.8 Surcharge Over Toe = Stem Weight(s) = 1,050.0 3.00 3,150.0 Earth @ Stem Transitions = Footing Weight = 750.0 2.00 1,500.0 Key Weight = 150.0 2.00 300.0 Vert. Component = Total = 2,610.0 lbs R.M.= 6,737.5 * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. U ,o(c)1987-2017, Build 11.17.06.23 KW.06055776 Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACI 530-13 To: WISEMAN ROHY STRUCTURAL ENGINEERS Tilt I Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defi @ Top of Wall (approximate only) 0.283 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, because the wall would then tend to rotate into the retained soil. Cer - o - sc. Cantilevered Retaining Wall ENGINEERS Code: CBC 2016,ACI 318-14,ACI 530-13 Criteria ULsoul_Data Retained Height = 5.00 ft Allow Soil Bearing = 2,500.0 Ps? Wall height above soil = 0.00 ft Equivalent Fluid Pressure Method Active Heel Pressure = 40.0 psf/ft Slope Behind Wall = 0.00 Height of Soil over Toe = 12.00 in = Water height over heel = 0.0 ft Passive Pressure = 300.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density. Toe = 110.00 pd FootingliSoil Friction = 0.350 Soil height to ignore for passive pressure = 12.00 in LSurcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load = 0.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in I Design Summary Wall Stability Ratios Overturning = 1.98 01< Sliding = 1.60 OK Total Bearing Load = 1,833 lbs ...resultant ecc. = 7.57 in Soil Pressure © Toe = 1,405 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,500 psf Soil Pressure Less Than Allowable ACI Factored ©Toe = 1,967 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 2.0 psi OK Footing Shear @ Heel = 5.2 Psi OK Allowable = 94.9 psi Sliding Caics Lateral Sliding Force = 781.3 lbs less 100% Passive Force = - 609.4 lbs less 100% Friction Force = - 641.6 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 Stability = 0.0 lbs OK Load Factors - Building Code CBC 2016,ACI Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.000 Seismic. E 1.000 I Adjacent Footing Load I Adjacent Footing Load 0.0 lbs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Fig CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil - 00 ft - at Back of Wall Poisson's Ratio = 0.300 Stem Construction • Bottom Design Height Above Ftc ft= Stem OK 0.00 Wall Material Above-Hr Concrete Design Method = LRFD Thickness = 8.00 Rebar Size = # 5 Rebar Spacing = 18.00 Rebar Placed at = Center Design Data fb/FB + fa/Fa = 0.373 Total Force @ Section Service Level lbs = Strength Level lbs = 800.0 Moment .... Actual Service Level ft-# = Strength Level ft-# = 1,333.3 Moment ..... Allowable = 3,578.3 Shear ..... Actual Service Level psi = Strength Level psi = 16.7 Shear.....Allowable psi = 94.9 Anet (Masonry) in2 = Rebar Depth 'd' in= 4.00 Masonry Data I'm psi= Fs psi Solid Grouting = Modular Ratio 'n' = Wall Weight psf = 100.0 - Short Term Factor = Equiv. Solid Thick. = Masonry Block Type = Medium Weight Masonry Design Method = ASO Concrete Data ft psi = 4,000.0 Fy psi = 60,000.0 Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Lateral Load Applied to Stem • Lateral Load = 0.0 #Ift ...Height to Top 0.00 ft ...Height to Bottom = 0.00 ft Load Type = Wind (W) (Service Level) Wind on Exposed Stem = 0.0 psf (Service Level) RetainPro(c)1987-2017, Build 11.17.06.23 License: KW.06055776 Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACI 530-13 License To: WISEMANROIIY STRUCTURAL ENGINEERS Concrete Stem Rebar Area Details Bottom Stem Vertical Reinforcing Horizontal Reinforcing As (based on applied moment): 0.0805 1n2/ft (4/3) As: 0.1073 in2/ft Min Stem T&S Reinf Area 0.960 in2 200bdlfy: 200(12)(4)I60000: 0.16 in2/ft Min Stem T&S Reinf Area per ft of stem Height: 0.192 in2/ft 0.0018bh : 0.0018(12)(8): 0.1728 1n2/ft Horizontal Reinforcing Options: One layer of: Two layers of: Required Area: 0.1728 in2/ft #4@ 12.50 in #4@ 25.00 in Provided Area: 0.2067 in2/ft #5@ 19.38 in #5@ 38.75 in Maximum Area: 0.867 1n2/ft #6@ 27.50 in 96@ 55.00 in Footing Dimensions & Strengths • F Footing Design Results Toe Width = 1.17 ft Toe Heel Heel Width = 1.83 Factored Pressure = 1,967 0 psf Total Footing Width = 3.00 Mu': Upward = 1,140 58 ft-# Footing Thickness = 15.00 in Mu': Downward = 243 603 ft-# Mu: Design 897 544 ft-# Key Width = 12.00 in Actual 1-Way Shear 1.99 1.99 psi Key Depth = 0.00 in Allow 1-Way Shear = 50.60 50.60 psi Key Distance from Toe = 1.50 it Toe Reinforcing = #5 @ 18.00 in f'c = 4.000 psi Fy = 60.000 psi Heel Reinforcing = # 5 @ 18.00 in Footing Concrete Density = 150.00 pcf Key Reinforcing = #5 @0.00 in Mm. As % = 0.0018 Other Acceptable Sizes & Spacings Cover @ Top 3.00 @ Btm. 3.00 in Toe: #4@ 7.41 in, #5@ 11.48 in, #6@ 16.30 in, #7@ 22.22 in, #8@ 29.26 in, #9@ 37 Heel: Not req'd: Mu < phi*5*lambda*sqrt(rc)*Sm Key: Not req'd: Mu < phi*5iambda*sqrt(fc)*Sm Min footing T&S reinf Area 0.97 in2 Min footing T&S reinf Area per foot 0.32 in2 ,ft If one layer of horizontal bars: If two layers of horizontal bars: #4@ 7.41 in #4@ 14.81 in #5@ 11.48 in #5@ 22.96 in #6@ 16.30 in #6@ 32.59 in I Summary of Overturning & Resisting Forces & Moments I OVERTURNING RESISTING..... Force Distance Moment ' Force Distance Moment Item lbs ft ft-# lbs It ft-# Heel Active Pressure = 781.3 2.08 1,627.6 Surcharge over Heel Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = Total 781.3 O.T.M. 1,627.6 ResistlnglOverturning Ratio = 1.98 Vertical Loads used for Soil Pressure = 1,833.1 lbs Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = * Axial Live Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = Earth @ Stem Transitions = Footing Weight = Key Weight = Vert. Component 642.0 2.42 1,552.1 128.4 0.58 74.9 500.0 1.50 750.3 562.7 1.50 844.4 2.00 Total = 1,833.1 lbs R.M. 3,221.7 * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. RetainPro (c) 1987-2017, Build 11.17.06.23 License: KW.06055776 Cantilevered Retaining Wall Code: CBC 2016,ACi 318-14,ACI 530-13 License To: WISEMAN ROHY STRUCTURAL ENGINEERS ITilt I Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Deft @ Top of Wall (appro)imate only) 0.065 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, because the wall would then tend to rotate into the retained soil.