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Home My WebLink About2290 COSMOS CT; ; PC130011; Permit10-21-2013 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Permit No PCI30011 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title PLANCK $0 00 Lot# Construction Type VIASAT-SITE STAIRS CONNECTING BLDG 8 & 9 (6215 EL CAMINO REAL) Status Applied Entered By Plan Approved Issued Inspect Area PENDING 02/12/2013 SKS 04/03/2013 Applicant CRAIG WILLIAMS STE 125 13280 EVENING CREEK DR SAN DIEGO CA 92128 858-793-4777 Owner GRANDONA INVESTMENT ASSOCIATES L P 2610 HARRISBURG AVE FREMONT CA 94536 Plan Check Fee $0 00 Additional Fees $0 00 Total Fees $0 00 Total Payments To Date $0 00 Balance Due $0 00 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions " You have 90 days from 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/sxactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previouslv otherwise expired X'S / 4-15-.o THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMfr ISSUANCE PLANNING ENGINEERING lUILDING FIRE nHEALTH CD HAZMAT/APCD ^ CITY CARLSBAD 0 F r Building Permit Appiication 1635 Faraday Ave , Carlsbad, CA 92008 Ph 760-602-2719 Fax 760-602-8558 email building@carlsbadca gov www carlsbadca gov Plan Check No. ?^ \^ - ^ ^ Est. Value 5 / 3 / J Plan Ck. Deposit^f ^7/ JOB ADDRESS 2290 Cosmos Ct ^ (j)7^\'^ ^ SUITE#/SPACE#/UNIT# APN 213 050 - 44 - 00 CT/PROJECT # LOT* PHASE# # OF UNITS # BEDROOMS tt BATHROOMS TENANT BUSINESS NAME ViaSat CONSTR TYPE V-B OCC GROUP B DESCRIPTION OF WORK /nclude Square Feet of Affected Area(s) "S'SOS^ Site stairs Connecting Building 8 and 9 SIT'V'^^'rC^Z^fWjC PLAT EXISTING USE Office/Lab PROPOSED USE Office/Lab GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE YESQ# NOj I AIR CONDITIONING YESfTlNol I FIRE SPRINKLERS YESrTlNOl I APPLICANT NAIVIE (Primary Contact) Craig Williams APPLICANT NAME (Secondary Contact) MarkLangan ADDRESS 13280 Evening Creek Pr. S #125 ADDRESS 13280 Evening Creek Dr. S #125 CITY San Dieqo STATE ZIP CITY CA 92128 San Dieqo STATE CA 92128 PHONE 858-793-4777 PHONE 858-793-4787 858-793-4777 FAX 858-793-4787 Craigw@sca-sd.com ElVIAIL MarkL@sca-sd.com PROPERTY OWNER NAIVIE Transwestern CONTRACTOR BUS NAIVIE Prevost Construction ADDRESS 535 Cornerstone Court West Ste 200 ADDRESS 400 S Sierra Ave Ste 201 CITY San Dieqo STATE ZIP CITY CA 92121 Solana Beach STATE CA 92075 PHONE 858.452.8668 FAX PHONE 858.452.2585 858.720.8559 858.720.8563 EMAIL carolyn.perrigo@transwestern.net EMAIL tom@prevostconstruction.com ARCH/DESIGNER NAME & ADDRESS Cheryl Smith STATE LIC # C11701 605294 Gen CITY BUS LIC# 1221260 (Sec 7031 5 Business and Professions Code Any City or County wtiicti requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires ttie applicant for such permit to file a signed statement that he is licensed pursuant to the provisions ofthe Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 ofthe 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}) 1^ I Jf . Workers' Compensation Declaration / hereby affirm under penalty of perjury one ofthe follomng declarations S I have and will maintain a certificate of consent to self insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued I have and will maintain workers' compensation as required by Section 3700 of the Labor Code, for the performance of the work for which this perniit is issued My workers' compensation insurance earner and policy number are InsuranceCo Everest National Ins PolicyNo 7600006235111 Expiration Date " 1 '3 This section need not be completed if the permit is for one hundred dollars ($100) or less I I Certificate of Exemption I certify that in the perfonnance of the work for which this pemiit is issued, I shall not employ any person m any manner so as to become subject to the Workers' Compensation Laws of Caiifomia WARNING Failure to secure workers' compensation coverage is unlawful, and shall subject an employerto criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attomey's fees JS^ CONTRACTOR SIGNATURE • AGENT DATE / hereby affinn that 19m exempf from Contractor's License Law for the foiiowing reason I I I, as owner of the property or my employees with wages as their sole compensation, will do the work and the stmcture is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does notapply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) I I I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of pioperty who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) • am exempt under Section _ .Business and Professions Code for this reason 1 I personally plan to provide the mapr labor and matenals for construction of the proposed property improvement ^^Yes I iNo 2 I (have / have not) signed an application for a building pemiit for the proposed mrk 3 I have contracted with the following person (fimi) to provide the proposed construction (include name address / phone / contractors' license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number) 5 I will provide some of the work, but 1 have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work) vglTpROPERTY OWNER SIGNATURE QAGENT DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous matenals registration form or nsk management and prevention program under Sections 25505,25533 or 25534 of the Presley Tanner Hazardous Substance Account AcP Yes No Is the applicant or future building occupant required to obtain a perniit from the air pollution control distnct or air quality management district' Yes No Is the facility to be constmcted withm 1,000 feet of the outer boundary of a school site'' Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 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 IcertifythatI have readlheapplicatonandstatethattheabove infoimaton isa>nectand thatthe inlbrmationontheplansisaccurate I agiee tocomplywithallCilyotdinancesand State laws lelatingtobuildingconstrucbon I hereby authonze representative of the City of Caiisbad to enter upon the above mentioned property for inspecton purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL UABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA peimit IS required for excavations over 5'0' deep and demolition or constmction of structures over 3 stones in height EXPIRATION Eveiy peimit issued by the Building Olfioial under the provisions of this Code shall expire by limitation and become null and vod ifthe building or vwik authonzed by such perniit is not commenced within 180 days from the date of such permit or if the building or woik authonzed by such peimit is suspended or abandoned^at any time after the woik is commenced for a penod of 180 days (Section 106 4 4 Unifoim Building Code) yfiTAPPLICANT'S SIGNATURE DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the followmg ONLY If a Certificate of Occupancy will be requested at final Inspection. CATE OF OCCUPAWCY fCommercial Pirojects Only) Fax (760) 602-8560, Email buildingfilcarisbadca gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, Califomia 92008 C0#' (Office Use Only) CONTACT NAIVIE OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE CITY STATE ZIP Carlsbad CA PHONE FAX OCCUPANT'S BUS LIC No DELIVERY OPTIONS PICK UP CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg 1) MAIL TO CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg 1) IVIAIL/FAX TO OTHER ASSOCIATED CB#- NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION >eS'APPUCANT'S SIGNATURE DATE City of Carlsbad VALUATION WORKSHEET Building Division Permit No .Assessoi^Pnrcilo. Date . i^^g^^B SFD and Duplexes $110 17 $0 00 Residential Additions $131 73 $0 00 Remodels / Lofts $57 48 $0 00 Apartments & Multi-family $98 20 $0 00 Garages/Sunrooms/Solariums $28 74 $0 00 Patio/Porch/Carport $9 58 $0 00 Enclosed Patio $15 51 $0 00 Decks/Balconies/Stairs 168 $15 57 $2,615 76 Retaining Walls, concrete,masonry $19 16 $0 00 Pools/Spas-Gunite $40 72 $0 00 Tl/Stores, Offices $37 12 $0 00 Tl/Medical, restaurant, H occupancies $50 30 $0 00 Photovoltaic Systems/ # of panels $400 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 Fire Sprinkler System $3 11 $0 00 Air Conditioning - commercial $5 03 $0 00 Air Conditioning - residential $4 19 $0 00 Fireplace/ concrete, masonry $3,855 98 $0 00 Fireplace/ prefabricated Metal $2,621 34 $0 00 $0 00 $0 00 TOTAL $2,615 76 Valuation: Comm/Res (C/R): Building Fee Plan Check Fee Strong Motion Fee Green Bldg Stand Fee Green Bldg PC Fee License Tax/PFF License Tax/PFF (in CFD) CFD 1st hour of Plan checkFire Expedite Plumbing Mechanical Electncal $2,616 $58 27 $40 79 $1 00 $1 00 $150 00 $91 55 $47 61 TBD TBD TBD CFD 0 Yes (PFF:=1.82%) 0 No (PFF = 3.5%) Land Use: Density: Improve Area Fiscal Year: Annex. Year Factor CREDITS PFF and/orCFD Explanation: City of Carlsbad VALUATION WORKSHEET Permit No: Building Division . Address Assessor Parcel No. Date By. K^^WlYP.eiotMork ArerbfjSBrk VALUE 1 SFD and Duplexes $110 17 $0 00 Residential Additions $131 73 $0 00 Remodels / Lofts $57 48 $0 00 Apartments & Multi-family $98 20 $0 00 Garages/Sunrooms/Solariums $28 74 $0 00 Patio/Porch/Carport $9 58 $0 00 Enclosed Patio $15 51 $0 00 Decks/Balconies/Stairs 330 $15 57 $5,138 10 Retaining Walls, concrete,masonry $19 16 $0 00 Pools/Spas-Gunite $40 72 $0 00 Tl/Stores, Offices $37 12 $0 00 Tl/Medical, restaurant, H occupancies $50 30 $0 00 Photovoltaic Systems/ # of panels $400 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 Fire Sprinkler System $3 11 $0 00 Air Conditioning - commercial $5 03 $0 00 Air Conditioning - residential $4 19 $0 00 Fireplace/concrete, masonry $3,855 98 $0 00 Fireplace/ prefabricated Metal $2,621 34 $0 00 $0 00 - $0 00 TOTAL $5,138 10 Valuation: Comm/Res (C/R): Building Fee Plan Check Fee Strong Motion Fee Green Bldg Stand Fee Green Bldg PC Fee License Tax/PFF License Tax/PFF (in CFD) CFD 1st hour of Plan CheckFire Expedite Plumbing Mechanical Electncal $5,138 $87 67 $61 37 $1 00 $1 00 $150 00 $179 83 $93 51 TBD TBD TBD CFD 0 Yes (PFF =1.82%) 0 No (PFF = 3 5%) Land Use. Density. Improve Area* Fiscal Year Annex Year: Factor. CREDITS PFF and/or CFD Explanation: EsGil Cofporation In ipartnersfiip witfi goverrgnent for (BmCcCmg Safety DATE March 5, 2013 • APPLICANT aT JURIS JURISDICTION Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO PC13-11 SET III PROJECT ADDRESS 2290 Cosmos (and 6215 El Camino Real) PROJECT NAME Add Site Stairs Between Buildings 8 and 9 I I The plans transmitted herewith have been corrected where necessary and substantially comply with the junsdiction's codes A1 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 I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck I I The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the junsdiction to forward to the applicant contact person I I The applicant's copy ofthe check list has been sent to IXI EsGll Corporation staff did not advise the applicant that the plan check has been completed I I EsGll Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Email Fax # -4787 Mail Telephone Fax In Person XI REMARKS The designer stated that the Building Official would not require ramped access between the two properties linked by the proposed stair Please verify By Kurt Culver Enclosures iP\ (\^^^^^ EsGll Corporation U / % f^' • GA • EJ • PC log VAU^ 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In <Partnersfitp wttfi government for (BmCifing Safety DATE February 28, 2013 • AEELICANT "<JURIS JURISDICTION Carlsbad CrPtTSH^EVIEWER • FILE PLAN CHECK NO PC13-11 SET II PROJECT ADDRESS 2290 Cosmos (and 6215 El Camino Real) PROJECT NAME Add Site Stairs Between Buildings 8 and 9 I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes I I The plans transmitted herewith will substantially comply with the junsdiction's codes when minor deficiencies identified below are resolved and checked by building department staff I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the junsdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Smith Consulting I I EsGll Corporation staff did not advise the applicant that the plan check has been completed ^ EsGll Corporation staff did advise the applicant that the plan check has been completed Person contacted Craig Williams Telephone # 858-793-4777 Date contacted •2_/-2?'/i3 (by v=-^ ) Email CraigW@sca-sd com Fax # -4787 ^Mail ^Telephone Fax ^ In Person • REMARKS By Kurt Culver Enclosures EsGll Corporation • GA • EJ • PC 2/25/13 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad PC 13-11 February 28, 2013 NOTE: Tiie items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. GENERAL 1 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 1 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, Engineenng and Fire Departments 2 Bnng one 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, Engineenng and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineenng and Fire Departments until review by EsGll Corporation is complete ACCESSIBILITY 6 Where more than one route of travel is provided, all routes shall be accessible Section 1114B 1 1 THE SITE STAIR CANNOT BE CONSTRUCTED UNLESS AN ADJACENT PEDESTRIAN RAMP IS PROVIDEDI YOU MUST OBTAIN A RULING FROM THE BUILDING OFFICIAL ON THIS MATTER. ADDITIONAL The junsdiction 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 Kurt Culver at Esgil Corporation Thank you EsGil Corporation In (partnersfiip witfi government for <Buif<fing Safety DATE February 21, 2013 • APPLICANT •^JURIS'^J JURISDICTION Carlsbad a^tAN-REVIEWER • FILE PLAN CHECK NO PC13-11 SET I PROJECTADDRESS 2290 Cosmos (and 6215 El Camino Real) PROJECT NAME Add Site Stairs Between Buildings 8 and 9 I I The plans transmitted herewith have been corrected where necessary and substantially comply with the junsdiction's codes I I The plans transmitted herewith will substantially comply with the junsdiction's codes when minor deficiencies identified below are resolved and checked by building department staff I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck X The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the junsdiction to forward to the applicant contact person X The applicant's copy of the check list has been sent to Smith Consulting I I EsGll Corporation staff did not advise the applicant that the plan check has been completed ^ EsGll Corporation staff did advise the applicant that the plan check has been completed Person contacted Craig Williams Telephone # 858-793-4777 Date contacted 2-/^ ll 3 (by ) Email CraigW@sca-sd com Fax # -41^7 Mail—-'Telephone Fax-^ In Person n REMARKS By Kurt Culver Enclosures EsGll Corporation • GA • EJ • PC 2/14/13 9320 Chesapeake Dnve, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad PC 13-11 February 21, 2013 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO PC13-11 JURISDICTION Carlsbad REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE PLANS RECEIVED BY ESGIL CORPORATION 2/14/13 DATE INITIAL PLAN REVIEW COMPLETED February 21, 2013 PLAN REVIEWER Kurt Culver FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineenng Department, Fire Department or other departments Clearance from those departments may be required pnor to the issuance of a building permit Code sections cited are based on the 2010 CBC, which adopts the 2009 IBC The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 105 4 of the 2009 International Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when vou submit the revised plans. Carlsbad PC 13-11 February 21, 2013 • GENERAL 1 Please make all corrections, as requested in the correction list Submit FOUR new complete sets of plans for commercial/industnal projects (THREE sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 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 Cartsbad Planning, Engineenng and Fire Departments 2 Bnng one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Dnve, 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, Engineenng and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineenng and Fire Departments until review by EsGll Corporation is complete • PLANS 2 Each sheet ofthe plans must be signed by the person responsible for their preparation California Business and Professions Code 3 It IS unclear from the site plan exactly where on the lot the proposed construction will occur Please provide a reduced-scale site plan to clarify 4 Handrails (Sections 1012 and 1009 12) a) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous Additionally, the open sides of stairs shall be provided with 42" high guards, per Section 1013 PLEASE REVISE SHEETS AS1.2 AND AS1.3. 5 Guards (Section 1013) a) Shall have a height of 42" PLEASE REVISE SHEETS AS1.2 AND AS1.3 AT THE LANDINGS. • ACCESSIBILITY 6. Where more than one route of travel is provided, all routes shall be accessible Section 1114B 1 2 THE SITE STAIR CANNOT BE CONSTRUCTED UNLESS AN ADJACENT PEDESTRIAN RAMP IS PROVIDED! Carlsbad PC 13-11 February 21, 2013 7. The stair landings must be level Note 4 on sheejt ASI 1 calls for a slope of 5% This must be changed to 2% • ADDITIONAL 8 On AS1 1, please clarify Key Note 2 being refeienced in the lower parking lot and along the contour lines 9 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc 10 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 bnefly descnbe them and where they are located in the plans Have changes been made to the plans not resulting from this correction list? Please indicate • Yes • No 11 The junsdiction 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 Kurt Culver at Esgil Corporation Thank you Carlsbad PC 13-11 February 21, 2013 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO PC13-11 PREPARED BY Kurt Culver DATE February 21, 2013 BUILDING ADDRESS 2290 Cosmos (and 6215 El Camino Real) BUILDING OCCUPANCY TYPE OF CONSTRUCTION BUILDING PORTION AREA (Sq Ft) Valuation Multiplier Reg Mod VALUE ($) Site stairs 7,754 Air Conditioning Fire Spnnklers TOTAL VALUE 7,754 Junsdiction Code cb By Ordinance Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review D Repetitive Fee Repeats El Complete Review • Other |-j Hourly EsGil Fee • Structural Only Mr @* $107.27 $69 73 $60 07 Connnnents Sheet 1 of 1 macvalue doc + PLAN CHECK Community & Economic ^ CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www carlsbadca gov DATE: 04/03/13 PROJECT NAIVIE: VIASATSTAIRS PLAN CHECK NO: 3 SET#: 1 ADDRESS: 6215 ECR VALUATION: BUILDING STAIRS PROJECT ID: CB 13-258 APN: /1 This plan check review is complete and has been APPROVED by the ENGINEERING - Division. By: KATHLEEN LAWRENCE 04/03/13 A Final Inspection by the Division is required FiYes [7]NO 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: IVIARKL@SCA.SD COM You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the followmg reviewer as marked ' PLANNING . 760-602-4610 ENGINEERING 760-602-2750 " FIRE PREVENTION ' I 760-602-4665 1 ' Chris Sexton L 760-602-4624 Chris Sexton@carlsbadca gov i y] Kathleen Lawrence ' 760-602-2741 Kathleen LawrenceOcarlsbadca fiov r '] Greg Ryan L 1 760-602-4663 Gregory Rvan@carlsbadca gov I 1 Gina Ruiz L-^i 760-602-4675 Gina Ruiz@carlsbadca fiov f t Linda Ontiveros 1 i 760-602-2773 Linda Ontiveros®carlsbadca gov 1 Cindy Wong L^J 760-602-4662 Cvnthia Wonfi@carlsbadca fiov . 1 r 1 Dominic Fieri ' 760-602-4664 Dommic Fieri@carlsbadca gov Remarks: Set# i Any outstanding issues will be marked with fx] Make the necessaiy corrections [or comphance with apphcable codes and standards Submit corrected plans and/or specifications to the Buildmg division for re-submittal to the Engineenng division Items that conform to permit requirements are marked wf'ijV^f 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show I / I North arrow | [ EZI Existing & proposed structures | ^ CZU Existing street improvements | ~1 i I Property lines (show all dimensions) | | Easements Right-of-way width & adjacent streets r 1 Driveway widths Existing or proposed sewer lateral I .S3 Existing or proposed water service Submit on signed approved plans DWG No Show on site plan • I / I Drainage patterns I I 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" i J 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 dnveways, per standards Include on title sheet [_/_] Site address _/J Assessor's parcel number [ / ] Legal description/lot number I I 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 I I 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 Subdivision/Tract Reference No(s) E-36 Page 2 of 6 REV 6/01/12 Set# 1 2. DISCRETIONARY APPROVAL COMPLIANCE Project does not comply with the following engineenng conditions of approval for project no 3. DEDICATION REQUIREMENTS i Dedication for all street rights-of-way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 20,000 00 , pursuant to Carlsbad Municipal Code Section 18 40 030 For single family residence, easement dedication will be completed by the City of Carlsbad, cost $629 00 I Dedication required as follows 4. IMPROVEMENT REQUIREMENTS I '2 All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $100,000 00, pursuant to Carlsbad Municipal Code Section 18 40 040 L I 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 of $ 458 00 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 Future public improvements required as follows E-36 Page 3 of 6 REV 6/01/12 Set# 1 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15 16 of the Municipal Code • [^jlnadequate 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" J Grading Permit required NOTE The grading permit must be issued and rough grading approval obtained pnor to issuance of a building permit [__] 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 Engineenng Construction Inspector The inspector will then provide the engineenng counter with a release for the building permit J....J No grading permit required J Minor Grading Permit required See attached marked-up submittal checklist for project- specific requirements 6. MISCELLANEOUS PERMITS 1 RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or pnvate work 'adjacent to the public nght-of-way Types ot work include, but are not limited to street improvements, tree tnmming, driveway construction, tying into public storm dram, sewer and water utilities Right-of-way permit required for E-36 Page 4 of 6 REV 6/01/12 Set# 1 7. STORM WATER Construction Compliance /H Project Threat Assessment Form complete Enclosed Project Threat Assessment Form incomplete /j Requires Tier 1 Storm Water Pollution Prevention Plan Please complete attached fonn and return (SW i3-66 ) [_ _] [__] Requires Tier 2 Storm Water Pollution Prevention Plan Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city Post-Development (SUSMP) Compliance J Storm Water Standards Questionnaire complete "] Storm Water Standards Questionnaire incomplete Please make the corrections, re-sign the questionnaire and resubmit with next submittal 1 Project IS subject to Standard Storm Water Requirements See city Standard Urban Storm Water Management Plan (SUSMP) for reference http //www carlsbadca qov/business/buildinq/Documents/EnaStandsw-stds-vol4-ch2 pdf j Project needs to incorporate low impact development strategies throughout in one or more of the following ways [^1 Rainwater harvesting (ram barrels or cistern) CI] Vegetated Roof Bio-retentions cell/ram garden cm Pervious pavement/pavers r~1 Flow-through planter/vegetated or rock dnp line LU Vegetated swales or rock infiltration swales [__| Downspouts disconnect and discharge over landscape • Other E-36 Page 5 of 6 REV 6/01/12 Set# 1 9. WATER METER REVIEW Domestic (potable) Use I What size meter is required'? I FYI FYI 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 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 8. FEES I I Required fees have been entered in building permit Drainage fee applicable Added square feet Added square footage in last two years'? Permit No Permit No Project built after 1980 Impervious surface > 50% Impact unconstructed facility I I Fire spnnklers required | |yes Upgrade LU yes l^/J No fees required • yes Qno • yes •no • yes •no • yes •no I |no (IS addition over 150' from center line) •no 10. Additional Comments Attachments:. j Engineenng Application •] Storm Water Form LJ RIght-of-WayAppllcation/lnfo. 1 D Reference Documents E-36 Page 6 of 6 REV 6/01/12 ^ CITY OF PLAN CHECK REVIEW Community & Economic Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 CARLSBAD www carlsbadca gov DATE: 04/03/13 PROJECT NAME: VIASATSTAIRS PLAN CHECK NO: 3 SET#: 1 ADDRESS: 2290 COSMOS VALUATION: PROJECT ID: CB 13 257 APN: 71 This plan check review is complete and has been APPROVED by the ENGINEERING - ' Division. By: KATHLEEN LAWRENCE 04/03/13 A Final Inspection by the Division is required L Yes LZJNO i ! This plan check review is NOT COMPLETE. Items missing or incorrect are listed on L__j attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: IVIARKL@SCA.SD COM Vou may also have corrections from one or more of the divisions Usted below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clanfications on the attached checklist please contact the following reviewer as marked •ft*.- ^ -^5p|_-ANN|NrG^4jXi'fi 'f% ^ .Mj,f^'%6pi^^6ia^^^^ y^^^J.^ENGlNEERMG-^^^^^^ ./rmRE PREVENTION 1 j Chris Sexton ' - 760-602-4624 Chris Sexton@carlsbadca fiov ry'] Kathleen Lawrence —J 760-602-2741 Kathleen Lawrence@carlsbadca eov 1 Greg Ryan L—J 760-602-4663 Gregorv Rvan@carlsbadca gov j T Ruiz — ' 760-G^2-.'-iS75 Gina Ruiz@carlsbadca gov f ^~ j Linda Ontiveros L^^j 760-602-2773 Linda Ontiveros@carlsbadca gov [ "j Cindy Wong 760-602-4662 Cvnthia Wong@carlsbadca gov L _ J { 1 Dominic Fieri 1 ' 760-602^4664 Dommic Fieri@carlsbadca gov Remarks: Set# J Any outstanding issues will be marked with [xl Make the necessary corrections for comphance with applicable codes and standards Submit corrected plans and/or specifications to the Buildmg division for re-submittal to the tngmeenng division Items that conform to permit requirements are marked wjffif/l SITE PLAN Provide a fully dimensioned site plan drawn to scale Show LJIJU North arrow LJ/J Existing & proposed structures Existing street improvements LjdJ Property lines (show all dimensions) L_/ J Easements LJ!LJ Right-of-way width & adjacent streets ^ Dnveway widths Existing or proposed sewer lateral , Existing or proposed water service „J Submit on signed approved plans DWG No Show on site plan • I / I Drainage patterns [~1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course ["JADD 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 dnveways, per standards Include on title sheet I /J Site address j Assessor's parcel number [_/_] Legal descnption/lot number f 11 commercial/industrial buildings and tenanl improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufactunng, warehouse, office, etc) previously approved CTZJ 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 Subdivision/Tract Reference No(s) E-35 Page 2 of 6 REV 6/01/12 Set# 1 2. DISCRETIONARY APPROVAL COMPLIANCE Project does not comply with the following engineenng conditions of approval for project no 3. DEDICATION REQUIREMENTS LJ ] Dedication for all street nghts-of-way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 20.000 00 , pursuant to Carlsbad Municipal Code Section 18 40 030 For single family residence, easement dedication will be completed by the City of Carlsbad, cost $629 00 Dedication required as follows 4. IMPROVEMENT REQUIREMENTS ] All needed public improvements upon and adjacent to the building site must be constructed ~' at time of building construction whenevei the value of the construction exceeds $100.000 00, pursuant to Carlsbad Municipal Code Section 18 40 040 J Public improvements required as follows ~2 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 of $ 458 00 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 jn Future public improvements required as follows E-36 Page 3 of 6 REV 6/01/12 Set# 1 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15 16 of the Municipal Code I I ! ]lnadequate 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" ] Grading Permit required NOTE The grading permit must be issued and rough grading approval obtained pnor to issuance of a building permit r"n 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 Engineenng Construction Inspector provide the engineenng counter with a release For the building permit L/J No grading permit required The inspector will then I I Minor Grading Permit required See attached marked-up submittal checklist for project- specific requirements 6. MISCELLANEOUS PERMITS 1 RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or pnvate work adjacent to the public right-of-way Types ot work include, but are not limited to street improvements, tree tnmming, driveway construction, tying into public storm dram, sewer and water utilities •J Right-of-way permit required for E-36 Page 4 of 6 REV 6/01/12 Set# 1 7. STORM WATER Construction Compliance 73 Project Threat Assessment Form complete ^ _J Enclosed Project Threat Assessment Form incomplete LyLl Requires Tier 1 Storm Water Pollution Prevention Plan Please complete attached form and return (SW 13-66 ) \SI3. Requires Tier 2 Storm Water Pollution Prevention Plan Requires submittal of Tier 2 SWPPP, payment of processmg fee and review by city Post-Development (SUSMP) Compliance g^Q|.^ Water Standards Questionnaire complete •2] Storm Water Standards Questionnaire incomplete Please make the corrections, re-sign the questionnaire and resubmit with next submittal ]^ Project IS subject to Standard Storm Water Requirements See city Standard Urban Storm Water Management Plan (SUSMP) for reference http //wvw carlsbadca qov/business/buildinq/Documents/EnaStandsw-stds-vol4-ch2 pdf J Project needs to incorporate low impact development strategies throughout in one or more of the following ways •J Rainwater harvesting (ram barrels or cistern) I I Vegetated Roof •] Bio-retentions cell/ram garden r ! Pervious pavement/pavers [ I Flow-through planter/vegetated or rock drip line • I Vegetated swales or rock infiltration sv/ales [_l Downspouts disconnect and discharge over landscape • Other E-36 Page 5 of 6 REV 6/01/12 Set# 1 9. WATER METER REVIEW • Domestic (potable) Use I ] What size meter is required'? [FYT] 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 [RT] 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 %" 8. FEES r J • • yes • no Required fees have been entered in building permit Drainage fee applicable Added square feet Added square footage in last two years'? Permit No Permit No Project built after 1980 Impervious surface > 50% Impact unconstructed facility Fire spnnklers required nyes i ino (is addition over 150' from center ime) Upgrade • yes Qno No fees required • yes •yes • yes • no • no • no 10. Additional Comments Attachments E-36 Engineering Application Storm Water Form Right-of-Way Application/lnfo. Page 6 of 6 J Reference Documents • REV 6/01/12 STORM WATER Development Services ^ CITY OF CARLSBAD COMPLIANCE Building Division ^ CITY OF CARLSBAD ASSESSMENT B-24 1635 Faraday Avenue 760-602-2719 www carlsbadca ROV I am applying to the City of Carlsbad for the following type(s) of constmction permit- ^fCkuilding Permit • Right-of-Way Permit • My project is categorically EXEMPT from the requirement to prepare a stomi water pollution prevention plan (SWPPP) because it only requires issuance of one or more ofthe following permit types Electncal Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Patio/Deck Re-Roofing Sign Spa-Factory Spnnkler Water Discharge Project Storm Water Threat Assessment Criteria* No Threat Assessment Cnteria • My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because It meets the "no threat" assessment cntena on the City's Project Threat Assessment Worksheet for Detennination of Construction SWPPP Tier Level My project does not meet any of the High, Moderate or Low Threat cntena descnbed below 1 r Low Threat Assessment Criteria My projecl does not meet any of the Significant or Moderate Threat cntena, is nol an exempt pemiit type (See list above) and the project meets one or more of the following cntena • Results in some soil disturbance, and/or • Includes outdoor construclion activities (such as saw cutting, equipment washing, matenal stockpiling, vehicle fueling, waste stockpiling) Moderate Threat Assessment Cntena My project does nol meet any of the Significant Threat assessment Cntena descnbed below and meets one or more of the following cntena • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 1516 of the Carlsbad Municipal Code), or, • Project will result in 2,500 square feet or more of soils disturbance including any associated constmction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following cntena • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 honzontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a stonn dram inlet, an open drainage channel or watercourse, and/or • Construction will be initiated dunng the rainy season or will extend into the rainy season (Oct 1 through /\pnl 30) Significant Threat Assessment Criteria My project includes cleanng, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated constmction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas and/or My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated constmction staging, equipment storage, refueling and maintenance areas or. My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contnbuting pollutants to nearby receiving waters by way of storm water mnotf or non-stomi water discharge(s) Tier 2 • a T/er3 - • • a / certify to the best of my know/edge tfiat the above checked statements are true and correct I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 ofthe Carlsbad Municipal Code and to City Standards 'The City Engineer may authonze mmor vanances from the Stonn Water Threat Assessment Cntena in special arcumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is warranted B-24 Project Address Assessor Parcel No Owner/Owner's /Authonzed Agent Nami> Title Owner/Owner's Authonzed Agent Signature Date City Concurrence By Date • YES QNO „ Projecf ID ^ \ Page 1 of 1 I ?.'li Rev 03/09 CITY OF CARLSBAD CONSTRUCTION THREAT ASSESSMENT WORKSHEET FOR DETERMINATION OF PROJECT'S PERCEIVED THREAT TO STORM WATER QUALITY E-33 Development Services Land Devetopment Engineering 1635 Faraday Avenue 760-602-2750 www carlsbadca gov Construction SWPPP Tier Level Construction Threat Assessment Criteria* Perceived Threat to Storm Water Quality Tier 3 Tier 3 - Hiah Construction Threat Assessment Cntena High Tier 3 • Project site is 50 acres or more and grading will occur dunng the rainy season • Project site is 1 acre or more in size and is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA • Soil at site IS moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0 4) • ^ Site slope is 5 to 1 or steeper • ° Construction is initiated dunng the rainy season or will extend into the rainy season (Oct 1 through Apnl 30) • Owner/contractor received a Storm Water Notice of Violation within past two years High Tier 3 Tier 3 - Medium Construction Threat Assessment Critena Medium Tier 3 • All projects not meeting Tier 3 High Construction Threat Assessment Cntena Medium Tier 2 Tier 2 Hiah Construction Threat Assessment Criteria • Project IS located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA • Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0 4) • Site slope IS 5 to 1 or steeper • Construction is initiated dunng the rainy season or will extend into the rainy season (Oct 1 through Apnl 30) • Owner/contractor received a Storm Water Notice of Violation within past two years • Site results in one half acre or more of soil disturbance High Tier 2 Tier 2 - Medium Construction Threat Assessment Cntena Medium Tier 2 • All projects not meeting Tier 2 High Construction Threat Assessment Cntena Medium Tien Tier 1 - Medium Insoection Threat Assessment Cntena Medium Tien • Project IS located within the Buena Vista or Agua Hedionda Lagoon watershed, within or directly adjacent to an environmentally sensitive area (ESA) or discharges directly to an ESA • Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0 4) • Site slope is 5 to 1 or steeper • Construction is initiated dunng the rainy season or will extend into the rainy season (Oct 1 through Apnl 30) • Owner/contractor received a Storm Wafer Notice of Violation within past two years • Site results in one half acre or more of soil disturbance Medium Tien Tier 1 - Low Inspection Threat Assessment Critena Low Tien • All projects not meeting Tier 1 Medium Construction Threat Assessment Cntena Low Exempt „ ' - Not Applicable-Exempt *The city engineer may authonze minor vanances from the construction threat assessment critena in special circumstances where it can be shown that a lesser or higher amount of stonn water compliance inspection is warranted in the opinion of the city engineer E-33 Page 1 of 1 REV 4/30/10 CITY OF CARLSBAD STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP i E-29 This form is required for all pools, retaining walls or whenever a building footpnnt is enlarged Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www carlsbadca gov STORM WATER COMPLIANCE CERTiFICATE I My project is not in a category of permit types exempt from the Construction SWPPP requirements ' ^ My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contnbuting pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s) My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15 16 of the Carlsbad Municioal Code) My project will not result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional following cntena • located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or, • disturbed area is located on a slope with a grade at or exceeding 5 honzontal to 1 vertical, and/or • disturbed area is located along or within 30 feet of a storm dram inlet, an open drainage channel or watercourse, and/or ' • construction will be initiated dunng the rainy season or will extend into the rainy season (Oct 1 through Apnl 30) I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS I UNDERSTAND AND ACKNOWLEDGE THAT I MUST (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS, AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD ', STORM WATER POLLUTION PREVENTION NOTES 1 /SkLL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT ; 2 THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO , WORKING ORDER TQ THE SATISFACTION OF tHE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 3 THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ' ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIO'NS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE 4 ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN 1 PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%) SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 5 ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE ' 6 ADEQUATE EROSION AND SEDIMENT i CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED SPECIAL NOTES PROJECT INFORMATION Site Address ^g<!Q CQStMQS CT Assessor's Parcel Number Project ID Construction Permit No Estimated Construction Start Date ^ ''^^^ Months Emergency Contact Name "(TDH l^lKk^^Sb^rf 24 hour Phone Percei\«d Threat to Stonn Water Quality H^Medium • Low If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs For City Use Only CITY OF CARLSBAD STANDARD TIER 1 SWPPP Approved By Date E-29 Page 1 of 3 REV 4/30/10 Erosion Control BMPs Sediment Control BMPs Best Management Practice (BMP) Description -> Geotextiles & Mats Wood Mulching Earth Dikes and Drainage Swales Slope Drams Silt Fence Sediment Trap Check Dam Fiber Rolls Gravel Bag Bemi Street Sweeping and Vacuuming Sandbag Barner Storm Dram Inlet Protection Stabilized Construction Ingress/Egress Stabilized Construction Roadway Water Conservation Practices Paving and Gnnding Ooerations Potable Water/lmgation Vehicle and Equipment Cleanino Matenal Delivery and Stnranp Material Use Stockpile Management Spill Prevention and Control Solid Waste Mananempnt Hazardous Waste Manaoement Concrete Waste CASQA Designation Construction Activity EC-7 EC-8 EC-9 EC-11 SE-1 SE-3 SE-4 SE-5 SE-6 SE-7 SE-8 SE-10 TR-1 TR-2 NS-1 NS-3 NS-7 NS-8 WM-1 WM-2 WM-3 WM-4 WM-5 WM-6 WM-8 Grading/Soil Disturbance Trenching/Excavation Stockpiling Dniling/Bonng X Concrete/Asphalt Saw cutting Concrete flatwork ,>< • Paving Conduit/Pipe Installation Stucco/Mortar Work Waste Disposal Staging/Lay Down Area Equipment Maintenance and Fueling - Hazardous Substance Use/Storage Dewatenng Site Access Across Dirt Other (list) Tracking Control BMPs Non-Stonm Water Management BMPs Waste Management and Materials Pollution Control BMPs Instructions Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur dunng the proposed construction Add any other activity descnptions in the blank activity descnption boxes provided for that purpose and place a check in the box immediately to the left of the added activity descnption For each activity descrnbed, pick one or more best management practices (BMPs) from the list located along the top of the fonn Then place an X in the box at the place where the activity row intersects with the BMP column Do this for each activity that was checked off and for each of the selected BMPs selected from the list For Example - If the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt" Then review the list for something that applies such as "Stabilized Constnjction Ingress/Egress" under Tracking Control Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction Ingress/Egress" column and place an X in the box where the two meet As another example say the project included a stockpile that you intend to cover with a plastic sheet Since plastic sheeting is not on the list of BMPs, then wnte in "Cover with Plastic" in the blank column under the heading Erosion Control BMPs Then place an X in the box where the "Stockpiling" row intersects the new "Cover with Plastic" column To learn more about what each BMP descnption means, you may wish to review the BMP Reference Handout prepared to assist applicants in the selection of appropnate Best Management Practice measures The reference also explains the California Stonmwater Quality Association (CASQA) designation and how to apply the vanous selected BMPs to a project E-29 Page 2 of 3 REV 4/30/10 CITY OF CARLSBAD STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca gov STORM WATER COMPUANCE CERTIFICATE My project is not in a category of permit types exempt from the Construction SWPPP requirements •/ My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contnbuting pollutants to nearby receiving waters by way of storm water mnoff or non-storm water discharge(s) My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15 16 of the Carlsbad Municipal Code) My project will not result in 2,500 square feet or more of sons disiuroance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling arid maintenance areas that meets one or more of the additional following cntena • located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or, • disturbed area is located on a slope with a grade at or exceeding 5 honzontal to 1 vertical, and/or • disturbed area is located along or within 30 feet of a storm drain inlet an open drainage channel or watercxiurse, and/or • construction will be initiated dunng the rainy season or will extend into the rainy season (Oct 1 through Apnl 30) I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS I UNDERSTAND AND ACKNOWLEDGE THAT I MUST (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS, AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD 5 AGENHJAME (PRINT) OWNER(^WlllE/'S AtSEfTT NAME (SIGNATURE) DATE STORM WATER POLLUTION PREVENTION NOTES 1 ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT 2 THE OWNEFVCONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER APTPR E^CH RUN-OFF PRODUCING F5AINFALL 3 THE OWNEFWCONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GF^ADING OPEFJATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE 4 ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%) SILT /\ND OTHER DEBRIS SH/\LL BE REMOVED AFTER EACH RAINFALL 5 ALL GF?AVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE 6 ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PF5ACTICE MEASURES MUST BE INSTALLED AND MAINTAINED SPECIAL NOTES PROJECT INFORMATION Site Address Assessor's Parcel Number 2/"^ Cii4o-V*/ Project ID C5 feg ^^^T^"^ I •>g>3'=;fe Construction Permit No ^/^/ ^^(o C? Estimated Construction Start Date Project Duration _ Months Emergency Contact Name 4^ k(n^^^^ 24 hour Phone ^GO -^Q^ ^^^0 [Water Quality If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs For City Use Only CITY OF STAND, Approved By _ AD SWPPP Date E-29 Page 1 of 3 REV 4/30/10 Erosion Control BMPs Sediment Control BMPs Best Management Practice (BMP) Description Geotextiles & Mats Wood Mulching Earth Dikes and Drainage Swales Slope Drains V t 1 Slit Fence Sediment Trap Check Dam Fiber Rolls Gravel Bag Berm Street Sweeping and Vacuuming Sandbag Barrier Storm Dram Inlet Protection Stabilized Construction Ingress/Egress Stabilized Construction Roadway Water Conservation Practices Paving and Gnnding Onerations Potable Water/I rngation Vehicle and Equipment Cleanino Matenal Delivery and Matenal Use Stockpile Management Spill Prevention and rinntrni Solid Waste Mananpment Hazardous Waste Mananpmpnt Concrete Waste Manaoement CASQA Designation -> Construction Activity EC-7 EC-8 EC-9 EC-11 SE-1 SE-3 SE-4 SE-5 SE-6 SE-7 SE-8 SE-10 TR-1 TR-2 NS-1 NS-3 NS-7 NS-8 WM-1 WM-2 WM-3 WM-4 WM-5 WM-6 WM-8 Grading/Soil Disturbance Trenching/Excavation Stockpiling Dniling/Bonng Concrete/Asphalt Saw cutting X Concrete flatwork Paving Conduit/Pipe Installation Stucco/Mortar Work Waste Disposal Staging/Lay Dovm Area Equipment Maintenance and Fueling Hazardous Substance Use/Storage Dewatenng Site Access Across Dirt Other (list) Tracking Control BMPs Non-Storm Water Management BMPs Waste Management and Materials Pollution Control BMPs Instructions Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur dunng the proposed construction Add any other activity descnptions in the blank activity descnption boxes provided for that purpose and place a check in the box immediately to the left of the added activity descnption For each activity descrnbed, pick one or more best management practices (BMPs) from the list located along the top of the form Then place an X in the box at the place where the activity row intersects with the BMP column Do this for each activity that was checked off and for each of the selected BMPs selected from the list For Example - If the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt" Then review the list for something that applies such as "Stabilized Construction Ingress/Egress" under Tracking Control Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction Ingress/Egress" column and place an X in the box where the two meet As another example say the project included a stockpile that you intend to cover with a plastic sheet Since plastic sheeting is not on the list of BMPs, then write in "Cover vnlh Plastic" in the blank column under the heading Erosion Control BMPs Then place an X in the box where the "Stockpiling" row intersects the new "Cover with Plastic" column To learn more about what each BMP descnption means, you may wish to review the BMP Reference Handout prepared to assist applicants in the selection of appropriate Best Management Practice measures The reference also explains the California Stormwater Quality Association (CASQA) designation and how to apply the vanous selected BMPs to a project E-29 Page 2 of 3 REV 4/30/10 ^ CITY CARLSBAD O F STORM WATER COMPLIANCE ASSESSMENT B-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www carlsbadca gov I am applying to the City of Carlsbad for the following type(s) of construction permit M Building Permit • Rig ht-of-Way Permit • My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Patio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Spnnkler Water Discharge Project Storm Water Threat Assessment Criteria'* Wo Threat Assessment Criteria • My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because It meets the "no threaf assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level My project does not meet any of the High, Moderate or Low Threat critena descnbed below Tier1 • Low Threat Assessment Criteria X My project does not meet any of the Significant or Moderate Threat cntena, is not an exempt permit type (See list above) and the project meets one or more of the following cntena • Results in some soil disturbance, and/or • Includes outdoor constmction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling) r/er2 - Moderate Threat Assessment Criteria • My project does not meet any of the Significant Threat assessment Critena descnbed below and meets one or more of the following cntena • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15 16 ofthe Carlsbad Municipal Code), or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following cntena • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm dram inlet, an open drainage channel or watercourse, and/or • Construction will be initiated dunng the rainy season or will extend into the rainy season (Oct 1 through April 30) Tier 3 - Significant Threat Assessment Criteria • My project includes cleanng, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas and/or • My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas or, • My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contnbuting pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s) / certify to the best of my knowledge that the above checked statements are true and correct I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 ofthe Carlsbad Municipal Code and to Citv Standards *The Cily Engineer may authonze minor vanances from the Storm Water Ttireat Assessment Cntena in special circumstances where it can be shown that a lesser or higher Constmction SWPPP Tier Level is wananted Project Atitiress Assessor Parcel No / Owner/Owner's Auttionzetl Agent Name Title Owner/Oi^'s Authonzed Agent Siqnature ' Date City ConpaffSnce Bv. A . -Date. Project ID ^^/3'3i'7 B-24 Page 1 of 1 Rev 03/09 RECORDING REQUESTED BY AND AFTER RECORDING RETURN TO IWcKenna Long & Aidndge 600 West Broadway, Suite 2600^ San Diego, California 92101 Attn Stephen T Toohill, Esq LICENSE AGREEMENT THIS LICENSE AGREEMENT (the "Agreement") is made as of this 5th day of February, 2013, by and among CWCA NORTHPOINTE 76, L.L.C., a Delaware limited liability company ("Licensor"), VIASAT, INC , a Delaware corporation ("Licensee") and GRANDONA INVESTMENT ASSOCIATES, L P., a California limited partnership ("Cosmos Ownef") RECITALS- A Licensor is the owner of that ceitain real property, a portion of which is leased by Licensee located at 6215 El Camino Real, Carlsbad, California as descnbed on Exhibit "A" and depicted'on the Site Plan on Exhibit "B", both attached hereto (the "Licensor Property"} Licensee is a tenant of Licensor pursuant to the terms of that certain Lease with a lease reference date of July 22, 2005, as amended by (i) that certain First Amendmentto Lease dated as of April 3, 2008 (the "First Amendmenf) and (ii) that certaiin Second Amendment to Lease dated as of August 31,2011, (iii) that cerlaln Third Amendmentto Lease dated December 9, 2011, and (iv) that certain Fourth Amendmentto Lease dated August 31, 2012'(collectively herein the "CWCA Lease") B Licensee has entered into a lease agreement with Cosmos Owner dated October 29,2012 (the "Cosmos Lease") for certain premises at the property located at 2290 Cosmos Court, Carlsbad, California as descnbed on Exhibit "C" attached hereto and as depicted on the Site Plan (the "Cosmos Property") ' C In connection with the Cosmos Lease, Licensee desires to construct a stairway/walkway in order to provide access from the Licensor Property to the Cosmos Property as shown on the Site Plan (the "Access stairway") A portion of the Access Stairway will be on the Licensor Pioperty and a portion on Cosmos Property The parties hereto are entenng into this Agreement to permit constmction- and use of the Access Stairway and the grant of a license hereunder on all ofthe terms and conditions as set forth in this Agreement NOW, THEREFORE„m consideration ofthe mutual covenants herein expressed and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereto agree as follows 1 Grant of License Licensor hereby grants to Licensee a license (the "License") over the portions of Licensor's Property as shown on Exhibit "B" attached hereto for the purposes of Licensee constructing and utilizing the Access Stairway on fhe terms and conditions as set forth in this Agreement (the "Licensed Premises"), commencing on the Commencement Date As used herein, the "Commencement Date" shall be the date that Licensee accepts possession ofthe premises under the Cosmos Lease and has provided to Licensor the insurance certificates as required below relating to the use ofthe Licensed Premises The term (the "Term") of the License granted pursuant to this Section 1 shall commence on the Commencement Date, and shall expire one hundred and eighty (180) days after the earlier to occur of the expiration or earlier termination of the Cosmos Lease Term (as defined below) or the expiration or earlier 803502045 6 termination of the CWCA Lease in oider to allow Licensee and/or Cosmos Owner an appropnate period of time to remove the Access Stairway pursuant to the provisions and requirements as set forth in Section 5 below The initial term ofthe Cosmos Lease ends on April 1, 2017 with Licensee having two (2) options to extend the term for periods of three (3) years each (the "Cosmos Lease Term") In addition to the Licensed Premises, during any period of construction ofthe Access Stainway or removal and demolition ofthe Access stairway, Licensee and/or Cosmos Owner, as applicable, shall also have the right to place equipment upon and utilize areas adjacent to the Licensed Premises as reasonably necessary relating to such construction/demolition activities Licensee shall accept the Licensed Premises on an "as is" basis and'in its existing condition as ofthe Commencement Date Licensee acknowledges and agrees Licensor has no duty, obligation or right to make any improvements or alterations to the Licensed Premises dunng the Term 2 Waiver of Liability and Indemnification Licensee agrees to use reasonable care to prevent damage to property and injury to persons with respect to any construction activity relating to the consfruction ofthe Access Stairway and the use of the Access Stairway dunng the Tenn of this Agreement. Licensee waives any claim it may have against Licensor arising out ofthe use ofthe License or the Licensed Premises, and releases and exculpates Licensor from any liability in connection with Licensee's use of the License or the Licensed Premises. Subject to the waivers in the final paragraph of Section 3. Licensee hereby agrees to indemnify, defend, and hold harmless Licensor from any claim of damage to property or injury to person arising from Licensee's use of this License or the Licensed Premises or a breach oi default by Licensee m the performance of any of ds obligations or agreements hereunder, unless caused solely by the willful misconduct or gross negligence of Licensor The provisions of this Section 2 shall survive the expiration or eariier termination of this Agreement .Notwithstanding the foregoing, none of the parties hereto shall be liable for any consequential damages in connection with this Agreement or the License granted hereby 3 Insurance. Licensee, at its sole cost and expense, shall maintain dunng the Term at Licensee's expense all nsk property insuranceTelating to the Access Stairway (or alternatively Licensee shall have fhe right to self insure this risk), workers' compensation insurance with no less than fhe minimum limits required by law, employer's liabiiily insurance with such limits as required by law, and commercial general liability insurance, with a minimum limit^of not less than $5,000,000 per occurrence for bodily injury and property damage with respect to the Licensed Premises The foregoing limit may be met with a combination of primary and excess umbrella insurance policies The commercial general liability insurance policy shall name Licensor and Cosmos Owner as additional insureds; be issued by insurance companies which have a rating of not less than policyholder rating of A- and financial category rating of at least Class X in "Best's Insurance Guide", shall not be cancelable for nonpayment of premium unless 30 days prior written notice shall have been given to Licensor from the insurer, and provide primary coverage to Licensor (any policy issued to Licensor providing duplicate or similar coverage shall be deemed excess over Licensee's policies) Certificates of insurance showing the limits of coverage required hereunder and showing Licensor and Cosmos Owner as additional insureds, shall be delivered to Licensor and Cosmos Owner by Licensee pnor to the Commencement Date and upon each renewal of said insurance Licensee's policy may be a "blanket policy" with an aggregate per location endorsement which specifically provides that the amount of insurance shall notbe prejudiced by other losses covered by the policy Licensee shall, at least 6 days pnor to the expiration of such policies, furnish Licensor and Cosmos Owner with renewal certificates The property insurance obtained by Licensee and any property insurance maintained by Licensor and/or Cosmos Owner with respect to the Licensed Premises shall include a waiver of subrogation by the insurers and all nghts based upon an assignment from its insured, against Licensor, Licensee, or Cosmos Owner, in connection with any. loss or damage thereby insured against No party hereto shall be liable to the other for loss or damage caused by any risk insured against under such property Insurance, and each party waives any claims against the other party for such loss or damage The failure of a party to insure its property shall not void this waiver 4 Use Licensee's use of the Licensed Premises is strictly limited to the construction of and use of the Access Stairway between the Licensor Property and the Cosmos Property together with required maintenance, replacement and improvement of the Access Stairway once constmcted, Licensee agrees thaf Licensee will lepair any damage to the Access'Stairway and perform maintenance as necessary to maintain it 8O35020't5 6 in the condition.as initially constructed, reasonable wear and tear excepted Licensee agrees that Licensee shall not otherwise make or perform any improvements to the Licensed Premises without the prior wntten consent of Licensor, such consent not to be reasonably withheld or delayed The Licensed Premises shall be used in compliance with all laws, orders, ordinances, regulations, codes or permits, now or hereafter' applicable to the Licensed Premises ("Legal Requirements") Ifthe Access Stairway or its use causes the Licensor Property not to comply with Legal Requirements, the Licensee shall be responsible for all costs incurred by Licensor to bnng the Licensor Property into compliance Licensee shall be responsible for obtaining and paying for all required City of Carlsbad permits.and approvals relating to the construction and use of Access Stairway and the Licensed Premises 5. Removal of Access Stairway Pursuant to the provisions of the Cosmos Lease, Cosmos Owner has agreed to be responsible, at its sole cost and expense, to fully remove the Access Staira/ay and to restore the Licensed Premises to its condition existing pnorto the date of this Agreement within one hundred and eighty (180) days afler the termination or sooner expiration of the Cosmos Lease Term (the "Restoration Obligation") Licensor acknowledges and agrees that the'Restoration Obligation shall be the joint and several obligation of Licensee and Cosmos Owner-and that in the event of a default by Cosmos Owner of its obligations under this Section, Licensor shall be entitled to pursue any and all legal and equitable rights and remedies directly against Licensee and/or Cosmos Owner 6 Assignment Licensee may not assign or otherwise ti ansfer all or any part of its interest in this Agreement or in the Licensed Premises without the pnor written consent of both Licensor and Cosmos Owner, which consent shall not be unreasonably withheld or delayed 7 Cross Default/Remedies Any default by Licensee hereunder shall constitute a default by Licensee under the terms of the CWCA Lease and Licensor shall have all rights and remedies available for such a default as if it were a default under the CWCA Lease Further, any Event of Default under the CWCA Lease resulting in a termination of the CWCA Lease shall constitute a default by Licensee hereunder and Licensor shall have the right to terminate this License and tngger Licensee's and'the Cosmos Owner's o'bligation'to remove the Access Stairway 8 Governing Jurisdiction This Agreement shallbe construed under and in accordance with the laws of the State of California 9 Notice Any i:iotice required to be given under this Agreement may be personally delivered to a paity, or may be sent by overnight couner service (e g , Federal Express), or by facsimile transmission or U S Mail'to a party addressed as follows or to such new address as provided in a notice sent pursuant to this Section To Licensee ViaSat, Inc 6155 El Camino Real Carlsbad, California 92009-1602 Attn Gary'Dorris To Licensor CWCA Northpointe 76, LLC c/o Colliers Interriational 4660 La Jolla Village Drive, Suite 100 San Diego, CA 92122 With a copy to. CWCA Northpointe 76. LLC c/o IndCor Properties 2 N Riverside Plaza, Suite 2350 Chicago, IL 60606, Attn Lease Administration 803502045 6 With a copy to CWCA Northpointe 76, LLC c/o IndCor Properties 7887 E Belleview Avenue, Suite 325 Denver, CO 80111 Attention Charles E Sullivan To Cosmos Owner Grandona Investment Associates, L P c/o Transwestern 5935 (Dornersfone Court West, Suite 200 San Diego, California 92121 Attn Carolyn Perrigo 10 Miscellaneous Any modification of this Agreement hiust be in writing signed by ali parties hereto If any provisionof this Agreement is made unenforceable, such shall not affect the enforceability of any other provision If any action is brought by any party under this Agreement, the prevailing party shall be entitled to recover reasonable attorney's fees This Agreement shall be binding on and inure tb the benefit of the successors and permitted assigns of the respective parties irhis /Agreement, may be signed in counterparts, each of whichxounterpart when taken together shall constitute one and tiie same agreement [Signatures are on the next page] 803502045 6 IN WITNESS WHEREOF, the parties have caused their duly authonzed representatives to execute this Agreement as of the date first v/ritten above LICENSOR CWCA NORTHPOINTE 76. L.L.C., a Delaware limited liability company By. Name" Its LICENSEE VIASAT, INC, a Delaware corporation By Keven K. Lipperf Its Vice President, General Counsel and Secretary COSWIQS OWNER GRANDONA INVESTMENT ASSOCIATES, L.P a California limited partnership By Steve Grandona Its General Partner 803502045 6 state of California County of SAnT)iM^ SUBSCRIBED AND SWORN to (or affirmed) before me on this 2) day of V^Ar^ru fLit\ A. . 2013 , proved to me on the basis of satisfactory evid|nce to be the bv HA}JtJ\ person(s) who appeared before me earedl state of California County of Seal ANGELA MARIE YBARRONOO Coinmlssfcin # 191534S Notary Public - California i Orange County | My Comm Expires Dsc 5,20141 SUBSCRIBED AND SWORN to (or affirmed) before me on this day of , 2013 by , proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me Signature Seal State of California County of SUBSCRIBED AND SWORN to (or affirmed) before me on this day of , 2013 by , proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me Signature Seal 803502045 6 IN WITNESS WHEREOF, the parties have caused their duly authorized representatives to execute this Agreement as of the date first wntten above LICENSOR CWCA NORTHPOINTE 76, L.L.C., a Delaware limited liability company By_„ Name' Its LICENSEE VIASAT, INC., a Delaware corporation By Keven K Lippert Its Vice.President, General Counsel and Secretary COSMOS OWNER GRANDONA INVESTMENT ASSOCIATES, L.P. a California limited partnership By Steve Grandona Its General Partner 803502045 5 State of California County of SUBSCRIBED AND SWORN to (or affirmed) before me on this day of , 2013 by , proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me Signature Seal State of California County of SUBSCRIBED AND SWORN to (or affirmed) before me on this dayof . 2013 by , proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me Signature Seal State of Gelttefwa- ) County of /-?eSQ ) SUBSCRIBED AND SWORN to (or affirmed) before me on this 3 fkdiay of f^if-u^y 2013 by S'P&'Vt. (yrxirxtJ'msa , proved to me on the basis of satisfacfojye^ence to be the person(s) who appeared before me aQ35Q2045 6 IN WITNESS WHEREOF, the parties have caused their duly authonzed representatives to execute this Agreement as of the date first written above LICENSOR CWCA NORTHPOINTE 76, L.L C, a Delaware limited liability company By Name ngf5pjge3r tK<»^S.erO Its •gAtp LICENSEE VIASAT, INC , a Delaware corporaLon By Keven K Lipperf Its Vice PresidenL General Counsel and Secretary COSNlOS OWNER GRANDONA INVESTMENT ASSOCIATES, L P a California limited partnership By Steve Grandona Its General Partner 80350?0'I5 6 state of California County of ^i^n T)l.<i?vO SUBSCRIBED AND SWORN to (or affirmed) before me on this fgi-'^dav of 'P^Jnru.a.n i^ 2013 by ]fjV.et^ CAjOO£Y'<t , proved to me on the basis of satisfactory ev(Jlence to be the by ](j?Viri Upp.&r-<t person(s) who appeared before me Sea! ANGELA MARIE YBARRONDO Oommlssioti # 1915345 Notary Public - Calilciinla Orange County Mv Coniro Expires Dae 5. State Of California ) County of SUasCRIBED AND SWORN to (or affirmed) before me on this5t^2 day of ^^Vl'<cV\. 2013 by y-t^XJL 'T A W^vg S-fa^ , proved to me on the basis of satisfactory evicience to be the person(s) who appeared before me Signature State of California County of SUBSCRIBED AND SWORN to(orsffirmeti) before me on this dayof , 2013 by , proved to me on the baste of saflstactory evidence to be the person(s) who appeared before me Signature Seal 803602045 6 EXHIBIT A LICENSED PREMISES All that real property situate in the City of Carlsbad, County of San Diego, State of California and described as follows PARCEL 1 LOTS 4, 6, 7 and 8 OF CARLSBAD TRACT NO 98-07, LINCOLN NORTHPOINTE, IN THE CIT'y' OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO 13716, FILED IN THE OFFICE OFTHE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 31, 1998 PARCEL 2, AN EASEMENT FOR INGRESS MiD EGRESS OVER LOT 3 OF CARLSBAD TRACT NO 73-49, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TQ MAP THEREOF NO 8054, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS BEGINNING AT THE MOST NORTHERLY CORNER OF SAID LOT 3, SOUTH 8 DEGREES 08'55" WEST ALONG THE EASTERLY LINE OF SAID LOT, 12 00 FEET, THENCE LEAVING SAID EASTERLY LINE, PARALLEL WITH THE NORTHERLY LINE OF SAID LOT NORTH 81 DEGREES 51'05" WEST, 20 00 FEET TO A TANGENT 488 FOOT RADIUS CURVE TO THE LEFT, THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE 122 00 FEET, THROUGH A CENTRAL ANGLE OF 14 DEGREES 19'26". THENCE LEAVING THE ARC OF SAID CURVE NORTH 63 DEGREES 12'09" WEST 21 45 FEET TO A POINT ON THE ARC OF A 500 FOOT RADIUS CURVE IN THE NORTHERLY LINE OF SAID LOT, THE RADIAL CENTER OF SAID CURVE IS SOUTH 8 DEGREES 14'17" EAST 500 FEET FROM SAID POINT; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE 143 00 FEET, THROUGH A CENTRAL ANGLE OF 18 DEGREES 23'12", THENCE TANGENT TO SAID CURVE SOUTH 81 DEGREES 61'05" EAST 20 00 FEET TO THE POINT OF BEGINNING PARCEL 3 THOSE BENEFICIAL EASEMENTS CREATED BY AND AS DEFINED IN THE DECLARATION OF EASEMENTSANDDECLARATIONOFCOVENANTS, CONDITIONS AND RESTRICTIONS DATED JUNE 14, 2000, EXECUTED BY W9/LP REAL ESTATE LIMITED PARTNERSHIP, AND RECORDED JUNE 22, 2000, INSTRUMENT NO 2000-0329407, AS AMENDED BY THAT CERTAIN AMENDMENT OF DECLARATION OF EASEMENTS AND DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS, RECORDED FEBRUARY 23, 2001, AS INSTRUMENT NO 2001-0103533 AND AS AMENDED BY SECOND AMENDMENT OF DECLARATION OF EASEMENTS AND DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS, RECORDED MAY 1, 2002 AS INSTRUMENT NO 2002-0370416, AND AS AMENDED BY THIRD AMENDMENT OF DECLARATION OF EASEMENTS AND DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS, RECORDED JUNE 28,2007 AS INSTRUMENT NO 2007-0435713, ALL OF OFFICIAL RECORDS, SUBJECT TO THE TERMS AND CONDITIONS, EXCEPTING THOSE PORTIONS LOCATED WITHIN PARCEL 1 ABOVE APN 213-100-04-00, 213-100-06-00, 213-100-07-00, 213-100-08-00 8035020456 EXHIBIT B SITE PLAN 803502045 6 EXHIBIT C COSMOS PROPERTY Parcel 5, Parcel Map 11589. City of Carlsbad, County of San Diego, State of California 803502045 6 ^ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www carlsbadca sov DATE: 2-14-13 PROJECT NAME: PROJECTID: PLAN CHECK NO: PC 13-11 SET#: 1 ADDRESS: 2290 Cosmos Ct APN: 213-050-44 XI This plan check review is complete and has been APPROVED by the Planning Division. By: Chris Sexton A Final Inspection by the Planning Division is required • Yes ^ No You may also have corrections from one or more of tlie divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: craigw@sca-sd.com For questions or clarifications on the attached checklist please contact the following reviewer as marked PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 X Chris Sexton 760-602-4624 Chris Sexton@carlsbadca gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen Lawrence@carlsbadca gov Greg Ryan 760-602-4663 Gregorv Rvan@carlsbadca gov 1 1 Gina Ruiz 760-602-4675 Gma Ruiz@carlsbadca gov Linda Ontiveros 760-602-2773 Linda Ontiveros@carlsbadca gov 1 Cindy Wong 760-602-4662 Cvnthia Wong@carisbadca gov • 1 1 Dominic Fieri 760-602-4664 Dommic Fieri@carlsbadca gov Remarks: 4% ^ CITY OF PLAN CHECK^ ^f. nILPT ^feW?.;?ltY & Economic p^^l B i^i^-^^' \ Hp Development Department TRANSMITTAL 1635 Faraday Avenue Carlsbad CA 92008 www carlsbadca gov DATE: 2-19-13 PROJECT NAME: Exterior stairs on slope. PROJECTID: PLAN CHECK NO: PC13H SET#: I ADDRESS: 2290 Cosmos Ct. APN: • This plan check review Is complete and has been APPROVED by the Fire Division. By: D. Fieri A Final Inspection by the Fire Division is required n Yes |^ No This plan check review is NOT COMPLETE. Items missing or Incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Vou may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Chns Sexton@carlsbadca gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen Lawrence@carlsbadca gov 1 1 Greg Ryan 760-602-4663 Gregorv Rvan@carlsbadca fiov 1 1 Gina Ruiz 760-602-4675 Gina Ruiz@carlsbadca gov 1 1 Linda Ontiveros 760-602-2773 Lmda Ontiveros@carlsbadca gov Q Cindy Wong 760-602-4662 Cynthia Won^@carlsbadca gov • • X Dominic Fieri 760-602-4664 Dommic Fieri@carlsbadca gov Remarks: Carlsbad Fire Department Plan Review Requirements Category PLANCK , Date of Report 02-19-2013 Reviewed by Name Address CRAIG WILLIAMS STE 125 13280 EVENING CREEK DR SAN DIEGO CA 92128 Permit # PC130011 Job Name VIASAT -SITE STAIRS CONNECTING Job Address INCOMPLETE ¥he-rtem-yeii-faave-&abmitted"fer-feview is incorn^' ^—adequately cunduct a teview lu deteinime cuniphcti'ictrwrt- cafeftilly all commeHls attached Please lefaiubiiiil the necessaiy plans aiid/orspecifications- with ehanget)-"clouded" to this office for review and approval—- —Conditioifls: - Cond CON0006094 JMET] (/^PROVED THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW Entry 02/19/2013 By df Action AP WISEMAN+ROHY STRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS FOR ViaSat Site Stairs Carlsbad, CA February 01, 2013 W + R JOB #13-006 RECEIVED FEB 12 2013 CITY OF CARLSBAD BUILDING DIVISION 9915 Mira Mesa Blvd. TEL (858)536-5166 Suite 200 WRENGINEERS.COM San DIego, CA 92131 FAX. (858)53^163 FRAMING DESIGNS WISEMAN+ROHY STRUCTURAL ENGINEERS WISENIAN + ROHY -7 _ STRUaURAl ENGINEERS „ _ 6, DATE \-VS. PROJia \J\A^ S^T^VeS. SHEET NO. OF JOBNO. \1~Q'Oci) , 1 - V<=*^ \,\'i<i^iv iCi^ VV\ \.o ' A .1 L I SIMPSON LSC Adjustable Stringer Connector The LSC adjustables^ir-strmger connector oilers a versatile, concealed connectioirbetween the stair stringer and the carrying header or nm joist while replacing costly framing Field slopeable to all common stair stringer pilsjies, the LSC connector is suitable for either solid or notched strirtgjrs Features • Replaces additional framing an^Hpe-nailing • Suitable for most installations on 2x10 or 2x12 header/rim joist • May be installed flush with the top oHJie carrying member or lower on the face • Interchangeable for left or right appllcatij>) • LSCZ features a ZMAX® coating for additionatsmrrosion protection Suitable for interior and some exterlsr applications LSCSS Is made from stainless steel for higher exposure environment See nw^s/renfff/e com/in/o for more itormation MATERIAL 18 gauge FINISH LSCZ—ZMAX® coating, LSCSS—Stainless steel INSTALLATION • Use all specified fasteners, see table • Before fastening, position the stair stringer with the LSC on the carrying member to verify where the bend should be located • Tabs on the LSC must be positioned to the inside of the stairs • The fastener that is installed into the bottom edge of the stringer must go into the second-to-last hole CODES See page 20 for Code Reference Key Chart LSC .'f/o Typical LSC Installation • These products leature additional corrosion protection ^/fhese products are approveh(pr installation mth the Strong-Dnve SD Structural- Y Connector screw See page 3lr(gr die correct substitution and SD screvj size #11 «S|p%5SgFk*lfe^miSieS ^;;'tiF/i>.AIIn. ,i,lnlnij. #11 ^lStnmia|% (103) ^.. LSC Supported" 1-10dx1'/2" 950 \iooo 815 860 170 ^.. LSC Supported' 8-SOif^V/i-8-SD#9xiy!-— 865 "^65 670 670 170 ^.. LSC 170 ^.. LSC W||S650;%?fe 170 ^.. LSC Cantilever^ / 8-10dx1!4" 8-10dx1V!-i-iodxiy?' 520 520 ^ > 445 445 170 ^.. LSC Cantilever"/ 8-SD#9x1!4' 8-SD#9x1V4' — 545 545 \ 445 445 170 1 Supported inslallatiprls require beanng support withm 12" of LSC 2 Standard installa)Hjns rsquire beanng support within 4' of the LSC 3 When cross-ofafn tension forces cannot be avoided in the members, mechanicaLreinforcement to resist such forces may be considered 4 A minimjjm distance of '/<" measured from the lowest nm-joist fastener to edge of nm joist is required 5 A mifiimum distance of 3Vi measured from the LSC tabs to tlie end of the nm joist is required 6 A maximum nm joist cantilever length of 12" measured froiji face of beanng support to end of nm joist Is permitted for cantilever installation 7 Simpson Strong-Tie" SD #9x1'/?'screws may be substitutedfer lOdxI'/i" nails to achieve published nail values if the extra screw is Installed in the narrowJace of stnnger 8 NAIL 10dx1!4 = 0148" dia x1V5'long Nails shall be hot-dip gaWanized for LSCZ and stainless steel for LSCSS See page 24-25 for other nail sizes and nifonnation 9 SCREWS (LSCZ only) SD #9x1("motfe/5097)21 = 0131'dia x V?" long (see papes 29-30; TA staircase Angles For use in structurally-sound staircase framing The TA eliminates costly conventional notching MATERIAL 12 gauge FINISH TA9Z/TA10Z—ZMAX coating TA9SS/TA10SS—slainless steel, see Corrosion Information, page 18-19 ORDER May be ordered as kits with model numbers TA9ZKT and TA10ZKT Each kit includes two ZMAX TA's and Simpson Strong-Tie® SOS VVxl W screws CODES See page 20 for Code Reference Key Chart These products are available with additional corrosion protection Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details •5; ,f,-ig 'fBMe-lii-^^^pif^ZHK^'' :Code • ^<lftUUCI ^ -tS'.t.Slringer>-\r TA9 3-SDSW"x1V^" 2-SDS//x11^' 750 m '"fAlOvj *e,32si3S*y/^ii!{; ,\f4,-SDS>/4-Xl'4'^'. 170 m TA10 4-SDSV4-X1V4" 3-SDS!//x1!4' 1000 184 1 Loads may be adjusted for other load durations according to the code 2 See page 28 for SDS screw information Typical TA9Z Installation (Install at each end of stair tread) Alternate Installation ofTAIOZ Inverted for Double 2x6 Tread WISEMAN + ROHY Lt - -_ STRUaURALENGINEERS _ H fiMi\~\^ PROJEa \iv^SA^ SHEET HO. or JOBNO. VO N/ N/ , \l/ . Y , NK M W -7' I I 'm''''<^X: -~t!r^^^<=^- - WISEMAN+ROHY Structural Engineers PROJECT ViaSat Stairs == JOIST AND BEAM DESIGN TABLE == LOCATION Carlsbad (2009 IBC / 2010 CBC) JOBNO 13-006 Based On 2009 IBC (2005 NDS) Wood Douglas-Fir/Larch Cr= 1 15 (repetitive member factor) Fv= 180 psi (for Ligtit Framing and Joists & Planks) E = 1,700,000 psi (#1 Ligtit Framing) F„ = 170 psi (for Beams & Stringers and Posts & Timtjers) E = 1,600,000 psi (#2 Joists & Planks, #1 Beams & Stnngers, #1 Posts & Timbers) - FLOOR --ROOF ~ MEMBER-SIZE (35 PCF) PROPERTIES-BENDING STRESS (Ub-ft & Lb) 1.00 (Lb-ft & Lb) Ca= 1 25 Nominal Grade Type B(in) D{ln) PLF A(in*2) S(in»3) l(in''4) Fb(psi) CF FbxCp Mmax Mm„(rep) v •max Mmax Mmax(rep) V„«x 2x4 #1 LF 1 5 3 50 ' 1 3 53 3 1 54 1000 1 50 1500 383 440 630 479 550 788 2x6 #2 JP 1 5 5 50 20 83 76 20 8 900 " 1 30 1170 737 848 990 922 1060 1238 2x8 #2 JP 1 5 7 25 26 10 9 131 47 6 900 1 20' 1080 1183 1360 1305 1478 1700 1631 2x10 #2 JP 1 5 9 25 34 139 21 4 98 9 900 1 10 990 1765 2029 1665 2206 2537 2081 2x12 #2 JP 1 5 11 25 41 16 9 31 6 178 0 900 1 00 . 900 2373 2729 2025 2966 3411 2531 2x14 #2 JP 1 5 13 25 48 19 9 43 9 290 8 900 0 90 810 2963 3407 2385 3703 4259 2981 4x4 #1 LF 35 3 50 30 12 3 7 1 125 1000 1 50 -1500 893 1027 1470 1117 1284 1838 4x6 #1 JP 35 5 50 47 193 17 6 48 5 1000 1 30 1300 1912 2198 2310 2390 2748 2888 4x8 #1 JP 35 7 25 62 25 4 30 7 111 1 1000 1 30 1300 3322 3820 3045 4152 4775 3806 4x10 #1 JP 35 9 25 79 32 4 49 9 230 8 1000 1 20 1200 4991 5740 3885 6239 7175 4856 4x12 #1 JP 35 11 25 96 39 4 73 8 415 3 "1000 . 1 10 1100 6768 7783 4725 8459 9728 5906 4x14 *1 JP 35 13 25 11 3 46 4 102 4 678 5 1000 1 00 1000 8534 9814 5565 10668 12268 6956 6x4* #1 JP 55 3 50 ,47 19 3 11 2 197 1000 1 05 1050 983 (not allowed) 2310 1228 (not allowed) 2888 6x6 #1 PT 55 5 50 ' 74 30 3 27 7 76 3 1200 1 00 1200 2773 (not allowed) 3428 3466 (not allowed) 4285 6x8 #1 PT 55 7 50 il00 41 3 51 6 193 4 1200 1 00 1200 5156 (not allowed) 4675 6445 (not allowed) 5844 6x10 #1 BS 55 9 50 12 7 52 3 82 7 393 0 1350 1 00 1350 9307 (not allowed) 5922 11634 (not allowed) 7402 6x12 #1 BS 55 11 50 '154 63 3 121 2 697 1 1350 1 00 1350 13638 (not allowed) 7168 17048 (not allowed) 8960 • Flat Use Member Design APPROVED 2009 - Joists(lb-ft) DFL xls SIMPSON CC/ECC/ECCU Column Caps Column caps provide a high capacity connection for column-beam combinations IVIATERIAL CC3J<i, CC44, CC46, CC48, CC4 62, CC64, CC66, CC68, CC6-7'/B, ECCSM, ECC44, ECC46, ECC48, fcCC4 02, ECC64, ECC66, ECC68, ECC6-7'/B—7 gauge, all others—3 gauge FINISH Simpson Strong-Tie® gray paint, may be ordered HOG, CCO, ECCO—no coating INSTALLATION • Use all specified fasteners See General Notes • Bolt holes shall be a minimum ot to a maximum of Vw" larger than the bolt diameter (per 2005 NDS, section 1112) • Contact engineered wood manufacturers for connections that are not through the wide face OPTIONS • Straps may be rotated 90° where WuWa (see illustration) • For special, custom, or rough cut lumber sizes, provide dimensions An optional W2 dimension may be specified with any column size given (note that the W2 dimension on straps rotated 90° is limited by the Wi dimension) • CCO/ECCO—Column cap only (no straps) may be ordered for field-welding to pipe or other columns CCO/ECCO dimensions are the same as CC/ECC CCOB—Any two CCDs may be specified for back-to-back welding to create a cross beam connector Use the table loads, the load is no greater than the lesser element employed CODES See page 20 for Code Reference Key Chart lA/f CCO CCOB Optional ECC with straps rotated 90° Optional CC with straps rotated 90° > These pmducts are available widt additional corrosion protection Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details SildlBfeS gfceshoiai %tsrmllart». stfX'j4#fiie)isj6is,C2,t¥iC" &-.'tfiWatlilneBoBs#ii%| MMfS»A||fl¥aWgtjB'a1|?J|;s#S^^^ Sffcoll "NlketNoV J(N(|tegs)| WodelJIb? SildlBfeS gfceshoiai %tsrmllart». m ^# Mi - «ift> iSizs: Sffcoll "NlketNoV J(N(|tegs)| WodelJIb? SildlBfeS gfceshoiai %tsrmllart». m ^# Mi - «ift> iSizs: IS iciu iEceuf 1 ECCU. Sffcoll "NlketNoV J(N(|tegs)| WodelJIb? SildlBfeS gfceshoiai %tsrmllart». m ^# Mi - «ift> iSizs: IS iciu iEceuf Sffcoll "NlketNoV J(N(|tegs)| WodelJIb? CC3'/«-4 3'/4 3% 11 TA 914 m % 4 2 4 2 16980 6125 3640 1010 112, L4, F11 CCOSM ECC03'/4 CC3y<-6 3'/4 11 TA 9% 4 2 4 2 19250 9625 3640 1010 112, L4, F11 CCOSM ECC03'/4 "354-; t^f a* i'M.iM C11465V1 |5gi)'5i# 112, L4, F11 IVECG04^^ '35fe mi !"4^^ J'i21? ^*,2*i ;si203av 112, L4, F11 -aC'COMjJ Ticcti'l'er Sl;G4BH,4'ii! 'MM '-35f f2s-:r2if6di 4'^t6465S 160 -aC'COMjJ Ticcti'l'er CC4 62-3 62 4H 4% ay. 11 8'/! w> y. 4 2 4 2 19020 7555 2800 740 170 CC04 62 ECC04 62 CC4 62-4 62 AM 4% 11 8'/? 6"// 54 4 2 4 2 24450 9845 2800 740 170 CC04 62 ECC04 62 CC4 62-5 5 45^ 4*5 5'/! 11 '/ 4 2 4 ? 28585 12030 2800 740 170 CC04 62 ECC04 62 f,CC5.'/4-ifeM 5«-:-i3> -MM :T8~* >:'4^ iC4>t t26635!C' S510WST? sj.7530-;' 112, L4, F11 l&Of/^ 7§C[j5'4| ;'CC5'i^ri»: 83? 'WA^ <y<2,^^ ^1904 t15785"-t2735'i-112, L4, F11 l&Of/^ 7§C[j5'4| iGG5'A-8?/i* ;5'/4; m ':i3' F-9M-fXtffi. y4'. Pi|7310» ,.;21525it 3t753ff ¥ I?"i27£f5i!v 112, L4, F11 l&Of/^ 7§C[j5'4| CC64 6x 5% 3H 11 TA 9'/2 y. 4 2 4 2 28586 12030 4040 1165 112, L4, F11 0006 ECC06 CC66 6x 11 TA 9'/ =/. 4 2 4 2 30250 18905 4040 1165 112, L4, F11 0006 ECC06 CC68 6x SVa TA 11 m m 6'A 4 2 4 2 37810 25780 4040 1165 112, L4, F11 0006 ECGO68 CC6-7'/8 6x 5V5 TA 11 9% 614 4 2 4 2 37810 24060 4040 1165 160 0006 ECGO68 '656-m. S3i 3D%-^•^}. ti4r; iit323fc'< r>.7525r; 170 r;ccb7^„ < ">;ECC07~: 'M, '£ia» Si8;j t3742S*'| g.2'0790.^ :-J525|>': '\3J55-? 112. t4, F11 r;ccb7^„ < ">;ECC07~: 6W S13I5 '-.10)43 '%\ •>"2'*;. It4'>t mmm *>^5lS" S'f82'#4 112. t4, F11 r;ccb7^„ < ">;ECC07~: Wi .m "1031 *1£iK\ cKi .^2'« k.2:^'' vi49l4flS 5.2835(l§ '.^752^ ?-"360rA 112. t4, F11 r;ccb7^„ < ">;ECC07~: CC7ys-4 7 VA 3% 13 WA 10J4 8 % 4 2 4 2 34736 18375 7510 4855 160 CCOTA ECC07H CC7'/.-6 7 TA b'A 13 WA 10^4 8 % 4 2 4 2 58500 28875 7585 4855 160 CCOTA ECC07H CC7ya-7V'e 7 Th TA 13 WA 10'/2 8 % 4 2 4 2 57750 36750 7585 4855 160 CCOTA ECC07H CC7!/«-8 7 Th TV, 13 WA 10'/2 8 % 4 2 4 2 52500 36750 7585 4855 160 CCOTA ECC07H rSx'-' •u-i13>. m% tioK; %&: f*1250"i n?23100s: *i:2625J? 112, L4 F11 ,1 ^_,",»,, -r .-ECDOB " ?6'G8BS^t-7'S, 1% .13? \WA. rioKJ •', f'?2;-:"; 't54600? ~'-Sg625:S 112, L4 F11 ,1 ^_,",»,, -r .-ECDOB " CC96 m 5H 13 WA W/z 8 4 4 4 2 48125 26950 7515 4670 112, L4 F11 CC09 ECC09 CC98 8^4 SVi TA 13 WA WA 8 4 4 4 2 63700 36750 7515 4670 112, L4 F11 CC09 ECC09 "•teioe-liJ:? Sox' -9i# *13' ;10K-" --\8\1 4v ~M -4^ "5-2^ Jr52250'-; -*l§260* 112, L4 F11 -,'CCO10*-*mpio ^ 1 Uplift loads have been increased for wind or earthquake with no further increase allowed, reduce where other loads govern Down loads may not be increased for short-term loading and shai' co* ex„ucfi tte pest caoacity See pagss c 10-21"' fo' common post aliosabl* toads GC uplift loads do not apply to splice conditions Splice conditions with CC's must be detailed by the Designer to transfer tension loads between spliced members by means other than the column cap [ cii. mn sides are assumed to lie in the same vertical plane as the beam sides CG4 g2 mo('el-, assume f '^mimum 3/ v.'ide pos' Structural composite lumber columns have sides that show either the wide face or tbe edges of the lumber strandsAfeneeis Values In the tables reflect installation into tbe wide face See technical bulletin T-SGLCOLUMN for values on the narrow face (edge) (see page 215 for detaih) Beam deplh must be at least as tall as Hi For 5V4' engineered lumber, use CC 6X or ECC 6X models CCO wetned to steel col irri" v'lit achicp same load as CC Steei wlu")\\ rf'dth shall not isss fhai^ be^rn i\idtf> Weld bj Designer I s I I HUC412 Concealed Flanges ,„.„_..iiu/iito Co/ineclors FACE MOUNT HANGERS LUC/LU/U/HU/HUC standard Joist Hangers LUCZ concealed flange hanger available tor 2x6, 2x8,2x10 and 2x12 lumber Ideal tor end of ledger/ header or postconditions, the LUCZ also provides cleaner lines for exposed conditions such as overhead decks See Hanger tables on pages 74-80 See Hanger Options on pages 200-202 for hanger modifications, which may result in reduced loads LU—^Value engineered for strength and economy Precision-formed—engineered for installation ease and design value U—The standard U hangar provides flexibility of loist to header installation Versatile fastener selection with tested allowable loads HU/HUC—Most models have tnangle and round holes To achieve maximum loads, fill both round and tnangle holes with common nails These heavy-duty connectors are designed for schools and other structures requiring additional strength, longevity and safety factors MATERIAL See tables on pages 74-80 FINISH Galvanized Some products available in ZMAX® coating INSTALLATION • Use all specified fasteners See General Notes • HU/HUC—can be installed filling round holes only, or filling round and triangle holes for maximum values • Joists sloped up to VA 12 achieve table loads • For installations to masonry or concrete see page 156 • HU/HUC hangers can be welded to a steel member Allowable loads are the lesser of the values in the Hanger tables on pages 74-80 or the weld capacity - refer to technical bulletin T-HUHUC-W (see page 214 for details) OPTIONS • HU hangers available with fhe header flanges tumed in for 2=716" width and larger, with no load reduction-order HUC hanger • See Hanger Options on pages 200-202 for sloped and/or skewed U/HU models, and HUC (concealed flange) models • HU only—rough beam sizes available by special order • See page 80 for stocked U hanger rough sizes tables • Also see LUS and HUS series SIMPSON LUC210Z (LUC26Z Similar) U210 LU28 (except LU Roughs) m Typical LUCZ Installation Model configurations may differ from those shown SomeHU models do not have tnangle holes Contact Simpson Strong-Tie HU214 Projection seat on most models for maximum beanng and section economy HUMin Nailing- \ Fill round holes . 'HUMax Nailing- i RII round and triangle holes HU68 Typical HU Installation Typical LU28 Installation HUGO Heavy Duty Joist Hangers The HUGO series are heavy duty joist hangers that incorporate Simpson Strong-Tie® Strong-Drive® wood screws (SDS) Designed and tested for installation at the end of a beam or on a post, they provide a strong connection with fewer fasteners than nailed hangers See page 107 for structural composite lumber hangers MATERIAL 14 gauge FINISH Galvanized INSTALLATION • Use all specified fasteners See General Notes • Install Simpson Strong-Tie SDS '/4"X2VE" wood screws, which are provided, in all round holes (Lag screvi/s will not achieve the same load) • For use on solid sawn wood members OPTIONS • These hangers cannot be modified CODES See page 20 for Code Reference Key Chart Typical HUCQ Installation on a Post Typical HUCQ installation on a Beam I HUCQ410 These products are available with additional corrosion protechon Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details jasDimensionsij^ji mm U'Pr ,%^^';'4-Mm f«^-«>»F3ce'-"-^'. i*.* , ££. Ai'^Joisii'Kv.s mm U'Pr ,%^^';'4-Mm f«^-«>»F3ce'-"-^'. i*.* , ££. Ai'^Joisii'Kv.s WM p» IS (1.60): *"SnOw^' 'rMWfi mm HUCQ310-SDS 2>/l6 9 3 8-SDS y,-x2'A' 4-SDS y4"x21^-1370 3120 3590 3900 985 2245 2585 2810 F23 HUGQ210-2-SDS 31/4 9 3 12-SDS '/4-X2VS" 6-SDS y4"x2V6" 2510 4680 4955 4955 1805 3370 3570 3570 F23 jJE|#Ji|)!Sps?}f ptz-,sijsg:X?i?"';' $055;?: 5(337^?-S\35Zql F23 fttUgQ4,1^SDS4< 5,1.1^ 34'-SDS'y4?x2>\ lisiQl "?':i8Q5^: f3930^: ',t4d"0|]f F23 HUGQ210-3-SDS 4% 9 3 12-SDS 'A'xZ'A' 6-SDS y4'x2'/2" 2510 4680 4955 4955 1805 3370 3570 3570 F23 3Htl£Q'6i8:SiXs;r; ^3^ ?l'2^Sd,SrKi:x2'/!;^ SetSD^lijx^y^ •J'3376-' :;J75S F23 »i^Ul|Q6T2^SDS;'fi. i4f-"3;t 'l,'f-Sps;'/4-x2H"-^,6lSDS'y4"X2'fe? 1 tiAisV' i'3825'-'' V382"5'1 72 1 Uplift loads have been increased for VKind or earthquake loading Reduce where other loads govem 2 See page 107 for additional engineered wood products sizes 3 Structural composite lumber columns have sides that show either the wide face or the edges of the lumber strands/veneers Values in the tables reflect installation into the wide face See technical bulletin T-SCLCOLUMN for values on the narrow face (edge) (see page 215 lor details) MasoSMConnpclP-i HU/HUC/HSUR/L Hangers ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ SIMPSON HU and HUC products are heavy duty face mount joist hangers made from 14 gauge galvanized steel • The HUC IS a concealed flange version of the HU Concealed flange hangers have the header flanges turned in • HU IS available with header flanges concealed, provided the W dimension is 2^16" or greater, at 100% ofthe table load Specify HUC • HU IS available with one header flange concealed when the W dimension is less than 2=/6"at100% of the table load • For allowable loads on HU products not listed in the table request technical bulletin T-HUHUCHN (see page 214 for details) MATERIAL 14 gauge FINISH Galvanized INSTALLATION • These hangers are attached to grouted CMU walls using Wx2W hex head Simpson Strong-Tie® Titen® screws or for concrete walls using y4"xiy4" hex head Titen'screws Titen screws are not provided • Dnll the 'As' diameter hole to the specified embedment depth plus V4" • Alternatively, drill the VK diameter hole to the specified embedment depth and blow It clean using compressed air • Caution Oversized holes in the base matenal will reduce or eliminate the mechanical interlock of the threads with the base matenal and will reduce the anchor's load capacity • The hangers should be installed such that a minimum end and edge distance of 1W IS maintained ' Stainless-sleel HU/HUC hangers and Titen screws available for exterior aopiications Use load values in tables for stainless-steel applications • Provide moisture barner between beam and wall per junsdictional requirements COOES See page 20 for Code Reference Key Chart. WVUL Concealed Ranges HUC410 lw §t'SlConcrBie'.|,#. 'IlK-l lw §t'SlConcrBie'.|,#. ^^(IH)^^' HU26 iyi6 2y4 4-y4X2y4 Titen 4-y4xiy4 Titen 2-10dx1'/ 290 1545 170 HU283 iyi» 5y4 2y4 6-y4x2y4 Titen 6-y4Xiy4 Titen 4-10dx1!4 575 2400 170 iH02"ioil%^-mmm mm MlMfnfS SW . M3o« 170 *,H,lj46M«i lilfxZMllBiSI paie^iotf#ti: 170 HU26-2 rA 12-y4x2y4 Titen 12-y4Xiy4 Titen 6-10d 1085 3950 170 r.HU48 3»/l6 6'^t YA 14-y4x2y4 Titen 14-y4xiy4 Titen 6-10d 1085 (.4350J 170 '|HlJ28i5i4ltS ll'4»i13flnB 170 aOifioMt. #iWyfx2%lTjfmSi ,ji;ittxjy4-tiSri^ wmmwmi 170 HU210-2 VA 18-y4x2y4 Titen 18-y4Xiy4 Titen 10-10d 1810 5085 170 HSUR/L26-2 3Vt 4%-12-y4x2y4 Titen 12-y<xiy4 Titen 4-16dx2VS 815 2625' 170 I I 1 Uplift loads have been increased for wind or earthquake loading with no further increase is allowed Reduce where other loads govern 2 Minimum concrete strength I'c shall be 2500 psi CIV1U shall have a minimum grout strength of 2500 psi with standard ASTM C90 units and type N or S mortar 3 Ths HU28 can be ordered skewed 45° and achieve the same loads 4 See page 155 for Titen screw infonnation Use stainless-steel Titen'" screws and products in exposed applications Tabulated loads apply to stamless-steel applications 5 Noted loads for the HSUR/L shall be 0 8 the table loads for concrete applications 6 Table allowable loads were determined using tested lowest ulhmate/3 or fastener calculahon values 7 NAILS 16dx2'/4 = 0162' dia x 2%' long, lOd = 0148" dia x 3" long, 10dx1'/4 = 0 148" dia x VA long See page 24-25 for other nail sizes and information HU410 Installed on Masonry Block Sidewall 156 HUC410 Installed on Masonry Block End Wall HSUR/L26-2 Installed on Masonry Block Sidewall WISEMAN + ROHY q ^ . - STRUaURAl ENGINEERS I SHEET NO. OF JOB HO. \l-OQ(S . c •7^ I i I I - N^X. 1 6403 3 -675 9 Results for LC 1, DL -i- Balanced LL Member Bending Moments (Ib-ft) SK-6 Feb 1,2013 at 7 38 AM Cantiievered Stnnger r2d o 2163 9 -2188 8 Results for LC 1, DL -t- Balanced LL Member Shear Forces (Ib) SK-5 Feb 1,2013 at 7 38 AM Cantiievered Stnnger r2d -771b -38 3lb/fl i4v^]AWAl/V^^AlA!AW^ TT •^l/^mWjmAiA!/•^lA|AlAl^ 76 4 498 5 Loads BLC 1, DL Results for LC 3, DL Y-direction Reaction units are Ib and Ib-ft SK-1 Feb 1,2013 at 7.32 AM Cantiievered Stnnger r2d -6001b -300lb/ft •\h44^Ai4l^\lA/V\A.'^\ A AAAAAAAAAAAA A A AAAA A AAAAA/4\/^A 2^ 600 3900 Loads BLC 2, LL Results for LC 4, LL Y-direction Reaction units are Ib and Ib-ft SK-3 Feb 1.2013 at 7.36 AM Cantiievered Stnnger r2d -300lb/ft .•MAi4Wv -k4AHA|AjA|/i^l4^W4wj/•^14' -357 4 1707 4 Loads BLC 3, Unbalanced LL Results for LC 5, Un-Balanced LL Y-direction Reaction units are Ib and Ib-ft SK-4 Feb1,2013at7 36AM Cantiievered Stringer r2d Caps & Bases SIMPSON LCB/CB Column Bases MATERIAL See table FINISH LCB, CB44, CB46, CB4B CB66, CB68, CB610, CB86—galvanized, all other CB—Simpson Strong-Tie® gray paint or HOG Some models available m HDG or stainless steel INSTALLATION • Use ali specified fasteners See General Notes • For full loads, minimum side cover required is 3"forCB, 2" for LCB • Install all models with bottom of base plate flush with concrete • Post bases do not provide adequate resistance to prevent members from rotating about the base and therefore are not recommended for non top-supported installations (such as fences or unbraced carports) OPTIONS • LCB and CB are available in rough size Other sizes available for CB specify Wi and Wz dimensions Consult Simpson Strong-Tie for bolt sizes and allowable loads CODES See page 20 for Code Reference Key Chart CB44 (CB46, CB48, CB64, CB66, CB68, CB86, CB88, CB610 Similar) f These products are available wiOi additional conosion protection Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details Ll "I '(3 r3 • I o Q G> [3 > U D c;> L"J [-3 gfNffCt JjMinal; jColflmfi Msipll. Matenal ailirrenliqiis'S ifiliiiffFislBiiefs' Mijowabi UpljttioadC gfNffCt JjMinal; jColflmfi Msipll. 3*st^r|i (GaacJljidthJ Base III Ml PI «Naite| ?Macliinei gfNffCt JjMinal; jColflmfi Msipll. 3*st^r|i (GaacJljidthJ Base III Ml PI «Naite| Mi tfimfe LCB44 4x4 12gax2 16 3«6 3'A 6!4 12-16d 2 2705 (T1250 CB44 4x4 7gax2 7 3% 3y« 8 — 2 y> — 4200 LCB46 4x6 12gax2 16 3y« m 12-16d 2 'A 2705 4240 CB46 4x6 7gax2 7 3'A> 5!4 8 — 2 Y> — 4200 IL8 GB48 4x8 7gax2 7 3^16 TA 8 — 2 % — 4200 IL8 f2^ IL8 ;G|!|i*ia. m >^^.'-^'^^ IL8 LCB66 6x6 12gax2 16 m 5y2 5n 12-16d 2 2705 4230 IL8 CB64 6x4 7gax3 7 5% 8 — 2 % — 4200 170 GB66 6x6 7gax3 7 sy 8 — 2 y» — 4200 IL8 CB6-7 6x 7gax3 7 5'A 7 8 — 2 — 4200 IL8 •g7|d Mr M 170 5p7S|li AM] C2S 'iM ^46650%^ 170 ?7y«f i|tf65|E"4 170 GB68 6x8 7gax3 7 5!4 7y2 8 — 2 y. — 4200 IL8 C3610 6x8 7gax3 / 5'A 9/; 8 — 2 — 4200 IL8 ilUlsAW fife m sAVi F|65S¥| IL8 '-3aajc3Ei 'Mr,' m f;6'650\5 IL8 Gfit&M'' *j3-gaj|v! Mi ' :- "' -- > IL8 8;B1IO* *-3g'al!3-3 .ior«, IL8 GB86 8x6 3gax3 7 7<A 5H 8 — 2 — 6650 170 GB88 8x8 3gax3 7 TA TYz 8 — 2 % — 6650 IL8 'ejiii^ .Jtfix33 5|665q?« IL8 ItOtAp "''ik -MH->%' - A-. IL8 jGLbL^M, !\3tBlK3s': -m \a665a"J;J IL8 :e,fi9do 5? liliM IWA 'fv865fl"?P IL8 CB1010 10x10 3gax3 3 m 9Vz 8 — 2 y4 — 6650 IL8 CB1012 10x12 3gax3 3 9<A WA 8 — 2 y4 — 5650 IL8 CB1212 12x12 3gax3 3 11K m\ 8 — 2 y4 — 6650 IL8 2" Mm Side Cover LCB CB9 (CBS, CB7 Similar) for Glulam Column 1 Uplift loads have been increased for wind or earthquake with no further increase allowed, reduce where other loads govern 2 PSL IS parallel strand lumber 3 LCB products may be installed with either bolts DB "ails (not both) to achieve table loads 4 Structural composite lumber columns have sides that show either the wide face or the edges of the lumber strands/veneers Values m the tables reflect installation into the wide face See technical bulletin T-SCLCOLUIVIN for values on the narrow face (edge) (see page 215 tor details) LCB bases installed with nails must be installed into the wide face 5 Designer is responsible for concrete design 6 Ses p<ij8S 210-?r *or coTiraoT past aiiivdbfe loads 7 NAILS 16d = 0 162" dia x 3W long See page 24-25 for other nail sizes and information 16 FOOTSNG DESIGNS ^ WISEMAN+ROHY C STRUCTURAI FNGINFERS Design Maps Summary Report ^l^^S Design Maps Summary Report User-Specified Input Report Title Viasat Site Stair/Bldg 9 Fn February 1, 2013 00 12 15 UTC Building Code Reference Document 2006/2009 International Building Code (which makes use of 20Q2 USGS hazard data) Site Coordinates 33.12252°N, 117 26939°W Site Soil Classification Site Class D - "Stiff Soil" Occupancy Category Occupancy Category I Page 1 of 1 Oceanside F r Mr or. Kcfeo USGS-Provided Output Ss= 1.145 g S. = 0 433 g S„s = 1 193 g S„i = 0 679 g I^CE Response Spectrum 0 00 0 20 0 40 0 SO 0 SO 1 DO 1 2D 1 40 1 SO 1 SO 2 00 Period, T (sec) SDS = 0 796 g Soi = 0.452 g Design Response Spectrum a (A 0 00 0 ao a 40 o ss esa i oo 120 i 40 1 GO 1 SO 200 Period, T (sec) Although this information is a product ofthe U S Geological Survey, we provide no warranty, expressed 01 implied, as to the accuracy of the data contained therein This tool is not a substitute for technical subject-rnatter Icnowledge TABLE 15.4-2 SEISMIC COEFFICIENTS FOR NONBUILDING STRUCTURES NOT SIMILAR TO BUILDINGS Manbulldlns SIructuts lyp^ STRUCTURAL SYSTEM AND HEIGHT UMITS (n)"''' Manbulldlns SIructuts lyp^ Detailing Requlrsmsnts' fi Ho A&E C D E F Elevated tanks, vessels, bins, orlioppers 2* On symmetrically braced legs (not simJar to buddings) 15 710 3 2* 25 NL NL 160 100 100 On unbraced legs or asymmetncally braced legs (not similar to buildings) 15,7 10 2 2» 25 NL NL 100 60 60 Single pedestal or sUrt supported 26 - welded steel 15.7 10 2 26 2 NL NL NL NL NL - welded steel with special detailing 15 7 10 and 15 7.105 a and b 3 2* 2 NL NL NL NL NL - prestressed or reinforced concrete 15 710 2 2* 2 NL NL NL NL NL - prestressed or reinforced concrete with special detailing 15.7 lOand 142 3 6 3 2'-2 NL NL NL NL NL Honzontal, saddle supported welded steel vessels 15 714 3 2* 25 NL NL NL NL NL Ttolcs or vessels supported on structural towers similar to buildings 15 5 5 Use values for the appropnate structure type la the categones for building fiame systems and moment resistmg frame systems hsted m "Kible 15 4-1 Hat-bottom ground-supported tanks Steel or fiber-remforced plastic. Mechanically anchored Self-anchored Reinforced or prestressed concrete reinforced nonsliding base anchored flexible base unanchored and unconstrained fiexible base 15 7 3 25 2 325 15 2" 2" 2" 2* 15* 25 2 2 2 15 NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL Mother 15 15* 15 NL NL NL NL NL Cast-in-place concrete silos, stacks, and chinmeys having walls continuous to the foundation 15 62 3 175 3 NL NL NL NL NL AU other reinforced masoiny structures not similar to buddmgs 1441 3 2 25 NL NL NL 50 50 All other nonreinforced masonry structures not similar to builduiES 1441 125 2 15 NL NL 50 50 50 All other steel and reinforced concrete distnbuted mass cantilever structures not covered herem includmg stacks, chinmeys, silos, and skut-supported vertical vessels that are not sumlar to buildings 15 6.2 15 7 10 and 15 7 105 a and b 3 2 25 NL NL NL NL NL Ihissed towers (freestanding or guyed), guyed stacks and chuimevs 1562 3 2 25 NL NL NL NL NL Coohng towers Concrete or steel Wood frames 35 35 175 3 3 3 NL NL NL NL NL NL NL 50 NL 50 Teleoommumcation towers Truss Steel Pole Steel Wood Concrete Frame Steel Wood Concrete 1566 3 15 15 15 3 15 2 15 15 15 15 15 15 15 3 15 15 15 15 15 15 NL NL NL NL NL NL HL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL Amusement structures and monuments 1563 2 2 2 NL NL NL NL NL Inverted pendulum type structures (except elevated tanks, vessels, bms, and hoppers) 12253 2 2 2 NL NL NL NL NL Signs and billboards ^. 175 3 NL NL NL NL NL All other self-supportmg structures, tanks, or vessels not coveied above or by reference standrals that are sumlar to twildings 2 25 NL NL 50 50 50 °NL = no limit and NP = not permitted Height? shall be measured from the base *See Section 15 7 3a for the application of the overstrength factors, £2o. for tank and vessels •Tf a section is not indicated in the Detailing Requinsments column, no specific detailing requurements apply ''FOI the purpose of height lmut determination, the height of the structure shall be taken as the height to the top of the stnictural frame making up the primary seisimc force-resisting system 4, The vertical distribution of the lateral seismic forces m non- buildmg structures covered by this section shall be deter- mined a Using the requirements of Section I2.S.3, or b, Usmg the procedures of Section 12 9, or c. In accordance with reference docnment applicable to the specific nonbmlding structure. 5. For nonbmlding structural systems contaming liquids, gases, and granular solids supported at the base as defined m Section 15 7 1, the mimmum seismic design force shall not be less than that required by the reference document for the specific system. 6. Where a reference document provides a basis for the earth- quake resistant design of a particular type of nonbuildmg structure covered by Chapter 15, such a standard shall not be used unless the following bmitations are met. a The seismic ground accelerations, and seismic coeifi- cients, shall be m conformance with the requirements of Section 11.4. Minimum Design Loads for Buildings and Other Structures 163 WISEMAN + ROHY STRUaURAL ENGINEERS Zo SHEET NO. _ JOBNa OF ^ ^^^^ WISiMAN + ROHY STRUaURAL ENGINEERS^ PATE \-\^ PROJia SYW^, SHEET NO. OF JOB NO. Normal Stringer Footing INPUT DATA & DESIGN SUMMARY IS FOOTING RESTFiAINED @ GRADE LEVEL 7 (1=YES,0=NO) 0 no I^TERAL FORCE @ TOP OF POLE P = 0 114 k HEIGHT OF POLE ABOVE GRADE H = 7 ft DIAMETER OF POLE FOOTING B = 1 25 ft LATERAL SOIL BEARING CAPACITY S = 0'1 ksf/ft ISOLATED POLE FACTOR (IBC 1804 3 1 or UBC noto 3 on Tab 18-W) F = V FIRST TRIAL DEPTH ===> D = ' 3 • ft Use 1 25 ft dia X 4 24 ft deep footmg unrestrained @ ground level ANALYSIS LATERAL BEARING @ BOTTOM L^TERAL BEARING @ D/3 REQUIRD DEPTH 93 = ra Mw(D , 12') S, = FS A/in^Y , 12'j 2 34P A 2 j^l^ i/il+^^^^j , FOR NONCONSTRAINED /4 2SPH , FOR CONSTRAINED NONCONSTRAINED CONSTRAINED LATERAL FORCE @ TOP OF POLE P => 011 k Oil k HEIGHT OF POLE ABOVE GRADE H => 70 ft 70 ft DIAMETER OF POLE FOOTING B => 1 25 ft 1 25 ft LATERAL SOIL BEARING CAPACITY FS => 010 ksf/ft 0 10 ksf/ft 1ST TRIAL TRY D, => 3 00 ft 3 00 ft - -LAT SOIL BEARING® 1/3 D S, => 0 10 ksf 0 10 kst LAT SOIL BEARING @ 1 0 D S3 => 0 30 ksf 0 30 ksf CONSTANT 2 34P/(BSi) A => 2 13 -- REQD FOOTING DEPTH RQRD D => 5 24 ft 3 01 ft 2ND TRIAL TRY D2=> 4 12 ft 3 00 ft LAT SOIL BEARING @ 1/3 D Si => 014 ksf 0 10 ksf LAT SOIL BEARING @ 1 0 D S3 => 0 41 ksf 0 30 ksf CONSTANT 2 34P/(BSi) A => 1 55 -- REQD FOOTING DEPTH RQRD D => 4 31 ft 3 01 ft 3RD TRIAL TRY D3=> 4 21 ft 3 00 ft LAT SOIL BEARING @ 1/3 D S, => 0 14 ksf 010 ksf LAT SOIL BEARING @ 1 0 D S3 => 0 42 ksf 0 30 ksf CONSTANT 2 34P/(BSi) A => 1 52 -- -REQD FOOTING DEPTH RQRD D => 4 25 ft 3 01 ft 4TH TRIAL TRY D4=> 4 23 ft 3 00 ft LAT SOIL BEARING @ 1/3 D S, => 0 14 ksf 0 10 ksf UT SOIL BEARING @ 1 0 D S3 => 0 42 ksf 0 30 ksf CONSTANT 2 34P/(BSi) A => 1 51 -- -REQD FOOTING DEPTH RQRD D => 4 24 ft 3 00 ft STH TRIAL TRY D5=> 4 23 ft 3 00 ft -LAT SOIL BEARING @ 1/3 D Si => 014 ksf 0 10 ksf LAT SOIL BEARING @ 1 0 D S3 => 0 42 ksf 0 30 ksf CONSTANT 2 34P/(BS,) A => 1 51 -- REQD FOOTING DEPTH RQRD D => 4 24 ft 3 00 ft WISEMAN + ROHY STRUaURAL ENGINEERS IZ BY DATE PROJEa SHEET NO. OF JOBNO. ViaSat Site Stairs INPUT DATA & DESIGN SUMMARY IS FOOTING RESTRAINED @ GRADE LEVEL 7 (1 =YES,0 =N0) 0 no LATERAL FORCE @ TOP OF POLE P = 0 228 k HEIGHT OF POLE ABOVE GRADE H = 7 ft DIAMETER OF POLE FOOTING B = . 1,25 ft UTERAL SOIL BEARING CAPACITY S = 61 ksf/ft ISOUTED POLE FACTOR (IBC1804 31 or UBC note 3 on Tab 18-I A) F = 1 FIRST TRIAL DEPTH > D = 3'' ft Use 1 25 ft dia x 5 52 ft deep footing unrestrained @ ground level ANALYSIS UTERAL BEARING @ BOTTOM UTERAL BEARING @ D/3 REQUIRD DEPTH S,=FS Min(D S,' . 2 34^ FS Mm[^ 12') 12 A 2 [l.f 4 36// 1 14 25/'// FOR NONCONSTRAINED FOR CONSTRAINED Bs^ NONCONSTRAINED CONSTRAINED UTERAL FORCE @ TOP OF POLE P => 0 23 k 0 23 k HEIGHT OF POLE ABOVE GRADE H => 70 ft 70 ft DIAMETER OF POLE FOOTING B => 1 25 ft 1 25 ft UTERAL SOIL BEARING CAPACITY FS => 0 10 ksf/ft 010 ksf/ft 1ST TRIAL TRY D, => 3 00 ft 3 00 ft UT SOIL BEARING @ 1/3 D S, => 0 10 ksf 010 ksf UT SOIL BEARING @ 1 0 D S3 => 0 30 ksf 0 30 ksf CONSTANT 2 34P/(BS,) A => 4 27 -- REQD FOOTING DEPTH RQRD D => 8 23 ft 4 25 ft s 2ND TRIAL TRY D2=> 5 61 ft 3 63 ft UT SOIL BEARING @ 1/3 D S, => 0 19 ksf 012 ksf UT SOIL BEARING @ 1 0 D S3 => 0 56 ksf 0 36 ksf CONSTANT 2 34P/(BS,) A => 2 28 -- REQD FOOTING DEPTH RQRD D => 5 47 ft 3 87 ft i 3RD TRIAL TRY D3=> 554 ft 3 75 ft UT SOIL BEARING @ 1/3 D S, => 018 ksf 012 ksf UT SOIL BEARING @ 1 0 D S3 => 0 55 ksf 0 37 ksf 1 CONSTANT 2 34P/(BSi) A => 2 31 - REQD FOOTING DEPTH RQRD D => 5 51 ft 3 81 ft 4TH TRIAL TRY D4=> 5 53 ft 3 78 ft 1 UT SOIL BEARING @ 1/3 D S, => 018 ksf 013 ksf ' UT SOIL BEARING @ 1 0 D S3 => 0 55 ksf 0 38 ksf CONSTANT 2 34P/(BSi) A => 2 32 -- REQD FOOTING DEPTH RQRD D => 5 52 ft 3 79 ft STH TRIAL TRY D5=> 5 52 ft 3 78 ft UT SOIL BEARING @ 1/3 D S, => 0 18 ksf 013 ksf UT SOIL BEARING @ 1 0 D S3 => 0 55 ksf 0 38 ksf CONSTANT 2 34P/(BS,) A => 2 32 -- REQD FOOTING DEPTH RQRD D => 5 52 ft 3 79 ft PC130011 VIASAT -SITE STAIRS CONNECTING BLDG 8 & 9 16215 EL CAMINO REALl CB130357 2290 COSMOS CT VIASAT- SITE STAIRS 330SF AND 87SF FLAT CONCRETE LANDINGS CB130358 6215 EL CAMINO REAL VIASAT- SITE STAIRS 168SF AND 621SF FLAT CONCRETE LANDINGS J CA^os 3kih' Crnj -k> ^AJ^y"^ Dct^ UL (2r<o. Y/5//3 - Tssueo • cv Final Insp Approved Date By BUILDING 3/r//3 PUNNING cs ENGINEERING FIRE Expedite? .in) AFS Checked by HazMat APCD Health Forms/Fees Sent Reed Due? By Enema Y N Fire Y N HazHealthAPCD Y N PE&M Y N School Y Sewer Y N Stormwater Y N Special Inspecnon Y N CFD Y N LandUse Density ImpArea FY Annex Factor PFF Y N Comments Date Date Date Date Building Planning Engineering Slf/.^ Fire Need? • Done • Done ^S^pone • Done SW \ 3 Issued