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2800 WHIPTAIL LOOP; ; CBC2018-0322; Permit
(VPoty of Carlsbad -- ComerciaI Permit Print Date: 04/16/2019 Permit No: CBC2018-0322 Job Address: 2800 Whiptail Loop Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed - Finaled Parcel No: 2091202500 Lot Sf: Applied: 06/12/2018 Valuation: $747,508.72 Reference 45: Issued: 08/20/2018 Occupancy Group: Construction Type: Permit Finaled: 45 Dwelling Units: Bathrooms: Inspector: AKrog Bedrooms: Orig. Plan Check 45: Final Plan Check 45: Inspection: 4/16/2019 3:56:54PM Project Title: Description: SPEC SUITE: 16,072 SF OFFICE 1ST STORY + MEZZ i/REMAINING 196,094 SF TO REMAIN WAREHOUSE Applicant: Owner: WARE MALCOMB ARCHITECTS GATEWAY PACIFIC VIEW LLC ROBERT PARK 6363 Greenwich Dr, 175 4275 Executive Sq, 370 San Diego, CA 92122-5947 La Jolla, CA 92037-1466 858-638-7277 BUILDING PERMIT FEE ($2000+) $2,781.00 BUILDING PLAN CHECK FEE (BLDG) $1,946.70 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $242.00 FIRE A-2 & A-3 Occupancies - TI $609.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION $170.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $104.00 PUBLIC FACILITIES FEES - inside CFD $13,604.66 5B1473 GREEN BUILDING STATE STANDARDS FEE $30.00 SEWER BENEFIT AREA FEES - E $20,317.44 SEWER CONNECTION FEE (General Capacity all areas) $5,342.48 STRONG MOTION-COMMERCIAL $209.30 TRAFFIC IMPACT Commercial-Industrial w/in CFD $26,751.00 Total Fees: $72,107.58 Total Payments To Date: $72,107.58 Balance Due: $0.00 Please take NOTICE that approval of your project includes the Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 760-602-2700 1760-602-8560 f I www.carlsbadca.gov Building Permit Application Plan Check No.2O—U32 tlirt_ City of 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value 4 '1 Ph: 760-602-2719 Fax: 760-602-8558 Plan Ck. Deposit email: building@carlsbadca.gov Cd1sbad Date 11 2-. / i? . . www.carisbadca.gov JOBADDRESS . 2800 Whiptail Loop (Bldg. C), Carlsbad, CA 92010 SUITE#/SPACE#/UNIT# APN 209 - 120 - 25 - 00 T/PR0JEcT# LOT # PHASE # a OF UNITS' #. BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE 0CC. GROUP TBD/SPEC V-B B/S-I DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) First generation Tenant Improvements. Convert Shell to Speculative Office TI (16,072 SF) including HVAC, Sprinkler drops, Plumbing and Electrical. Remaining Shell building to be Warehouse (196,094 SF). Shell Building is currently under construction (City of Carlsbad Permit # 2017-0433). EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE NG FIRE SPRINKLERS Warehouse . Office/Warehouse, . . YES D#. NO JAIRCONDITIdiq YESNOE YESNOE APPLICANT NAME . Robert Park PriyContact _________.. . PROPERTY OWNER NAME View,_LLC _.Gateway_Pacific mar ADDRESS . ..6363 GreenwichDr. #175 ADDRESS 4275 Executive Square, Ste, 370 CITY STATE ZIP SanDiego CA _92122__.. CITY . STATE ZIP LaJolla CA 92037 PHONE ' PHONE FAX 858-638-7277 J 'Ax . 858412-7910 _858-812-7930 EMAIL . . __.rparkwaremalcomb.com... EMAIL chrls.wood@ryancompanies.com DESIGN PROFESSIONAL . WareMalcomb . CONTRACTOR BUS. NAME RyanCompaniesUS,Inc. ADDRESS. • 6363GreenwichDr.#175 ADDRESS 4275ExecutiveSquare,Ste.370 CITY STATE ZIP CITY STATE ZIP SanDiego __CA __92122 LaJolla CA 92037 ~~7858-638-7277 FAX PHONE FAX __.__. 858812-7912 _.858-812-7932 EMAIL EMAIL ndean@waremalcomb.com.•. ___. _. robbie.knightryancornpaflles.com tiC. a STATE LIC.# CLASS Clii BUS. LIC.# ...........Nathan Dean ___C33185 . 842487 _B _1222884 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the a pp licant.for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). . _.:___._____. __________,...,. . 4i.$ Workers Compensation DeclaratIon: I hereby affirm under penally of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. [I 1: have, and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy nimber are: Insurance Co. Zurich American Insurance Co _... Policy No. 16535 Expiration Dale This section need not be completed if Ihe permit is for one hundred dollars ($100) orless. [J Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers'.compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&1001000), in additionto the cost of compensation, da ages as provided for in Section 3706 of the Labor code, interest and attorney's fees. CONTRACTOR SIGNATURE 0 AGENT DATE O !2o/2o12 6 140 1 hereby affirm that lam exempt from Contractois License Law for the following reason: El I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Bushiess and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own emptoyees, 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 hot build or improve for the purpose of sale). [J I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply loan owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed puisuant 10 the Contractors License Law). [] I am exempt under Section. Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. (1Yes- l:lNo 21 (have! have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address phone contractors' license number): 4.1 plan to provide portions of the work but I have hired the following person to coordinata, supervise and provide the major work (include name! address phone contractors' license number): 5. I will provide some of the work, bull have contracted (hired) the fotlot rim 'rson E s to provide the work indicated (include name !address! phone !type of work) POPOWNERSlGNATURE /4: he -. AGENT DATE 4J/ Is the applicant or future building ocrupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Cl Yes NNo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? C) Yes ill No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? .0 Yes Of 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). Lenders Name N/A Lender's Ad1JrLS5 I certify that I have read the application and state that the above information is correct and thatthe information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. Iherebyauthonze representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID Clii IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA M OSHA permit is required for excavalionsover 50' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the prori Code shall expire by limitation and become null and void; if the building or work authorized by such permit is not commenced within 1Rfl dw,s fmm thp d2t0 of siith nemiit or if lhn hijildl'work jIhnri ho such '.rmit is siisnenrfnd or rrhnntfonnrl at rnv lin,e after the work is commenced for a nwiM of 180 ,lnrw IO.,fi,inn 1fl A Al lna,,,m P,,;Win.— • .APPLICANT'S SIGNATURE DATE ;::'' I Permit Type: BLDG-Commercial Application Date: 06/12/2018 Owner: GATEWAY PACIFIC VIEW LLC Work Class: Tenant Improvement Issue Date: 08/20/2018 Subdivision: Status: Closed - Finaled Expiration Date: 08/12/2019 Address: 2800 Whiptail Loop Carlsbad, CA 92010 IVR Number: 11901 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Start Date Date Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 02/11/2019 02111/2019 BLDG-Final 083481-2019 Partial Pass Andy Krogh Reinspection Incomplete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency TOO Ok No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final . No 04/16/2019 BLDG-Fire Final 083304.2019 Scheduled Dominic Fieri Incomplete Checklist Item COMMENTS Passed FIRE- Building Final Not ready at time of inspection. Fire alarm No and sprinkler final still outstanding. April 16, 2019 Page 4 of 4 Permit Type: BLDG-Commercial Application Date: 06/12/2018 Owner: GATEWAY PACIFIC VIEW LLC Work Class: Tenant Improvement Issue Date: 08/20/2018 Subdivision: Status: Closed - Firtaled Expiration Date: 08/12/2019 Address: 2800 Whiptail Loop Carlsbad, CA 92010 lVR Number: 11901 Scheduled Date Actual Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 11/13/2018 11/13/2018 BLDG-85 T-Bar, 075926-2018 Failed Andy Krogh Reinspection Complete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Requires fire approval prior to inspection No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 11/29/2018 11/29/2018 BLDG-85T-Bar, 077345.2018 Partial Pass Andy Krogh Reinspection Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency First floor Ok to drop tile only No BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 12/12/2018 12/12/2018 BLDG-Fire Final 077618-2018 Failed Dominic Fier! Reinspection Checklist Item COMMENTS Passed FIRE- Building Final Not ready at time of inspection. Fire alarm No and sprinkler final still outstanding. Incomplete Complete Reinspection Incomplete Passed Yes Reinspection Complete 12/19/2018 12/19/2018 BLDG-23 079341.2018 Partial Pass Andy Krogh Gas/Test/Repairs Checklist Item COMMENTS BLDG-Building Deficiency Start 24 hour test 02/06/2019 02/06/2019 BLDG-Final 083166-2019 Failed Andy Krogh Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 02/07/2019 02/07/2019 BLDG-Final 083287-2019 Failed Andy Krogh Reinspection Complete Inspection April 16,2019 Page 3of4 Permit Type: BLDG-Commercial Application Date: 06/12/2018 Owner: GATEWAY PACIFIC VIEW LLC Work Class: Tenant Improvement Issue Date: 08/20/2018 Subdivision: Status: Closed - Finaled Expiration Date: 08/12/2019 Address: 2800 Whiptail Loop Carlsbad, CA 92010 lVR Number: 11901 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 09/12/2018 09/12/2018 BLDG-17 Interior 069812-2018 Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Single side drywall at demising wall Yes BLDG-Building Deficiency First floor except restrooms Yes 09/17/2018 09/17/2018 BLDG-16 Insulation 070200-2018 Passed Andy Krogh Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency First floor exterior and demising walls Yes BLDG-24 070201-2018 Partial Pass Andy Krogh Reinspection Incomplete Rough/Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes 09/24/2018 09/24/2018 BLDG-24 070792-2018 Failed Andy Krogh Reinspection Complete Rough/Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency Second floor restrooms.....leaking No BLDG-Building Deficiency As noted on card Yes 09/26/2018 09/25/2018 BLDG-24 071056-2018 Passed Andy Krogh Complete Rough/Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes 10/11/2018 10/11/2018 BLDG-17 Interior 072458-2018 Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency First floor except restrooms Yes BLDG-Building Deficiency Single side drywall at demising wall Yes 10/23/2018 10/23/2018 BLDG-17 Interior 073697-2018 Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency First floor except restrooms Yes BLDG-Building Deficiency Single side drywall at demising wall Yes 11/07/2018 11/07/2018 BLDG-17 Interior 075374-2018 Passed Andy Krogh Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency First floor except restrooms Yes BLDG-Building Deficiency Single side drywall at demising wall Yes April 16,2019 . Page 2of4 Permit Type: BLDG-Commercial Application Date: 06/12/2018 Owner: GATEWAY PACIFIC VIEW LLC Work Class: Tenant Improvement Issue Date: 08/20/2018 Subdivision: Status: Closed - Finaled Expiration Date: 08/12/2019 Address: 2800 \Nhiptail Loop Carlsbad, CA 92010 IVR Number: 11901 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 04/16/2019 BLDG-Final 089232.2019 Passed Andy Krogh Complete Inspection Checklist Item COMMENTS Passed BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes 08/23/2018 08/23/2018 BLDG-21 067847.2018 Passed Andy Krogh IJnderground/Underf loor Plumbing 08/28/2018 08/28/2018 BLDG-17 Interior 068389-2018 Partial Pass Andy Krogh Reinspection Lath/Drywall Checklist Item COMMENTS Passed Complete Incomplete BLDG-Building Deficiency 09/04/2018 09/04/2018 BLDG-14 068986-2018 Frame/Steel/Bolting! Welding (Decks) Checklist Item Single side drywall at demising wall Yes Partial Pass Andy Krogh Reinspection COMMENTS ---- - Passed Incomplete BLDG-Building Deficiency First floor except restrooms Yes BLDG-34 Rough 068987-2018 Partial Pass Andy Krogh Reinspection Electrical ChecklistItem COMMENTS __Passed BLDG-Building Deficiency First floor except restrooms Yes 09/05/2018 09/05/2018 BLDG-16 Insulation 069052.2018 Cancelled Andy Krogh Reinspection ChecklistItem COMMENTS _Passed BLDG-Building Deficiency No 09/06/2018 09/06/2018 BLDG-16 Insulation 069249-2018 Partial Pass Andy Krogh Reinspection ChecklistItem COMMENTS Passed BLDG-Building Deficiency First floor exterior and demising walls Yes 09/10/2018 09/10/2018 BLDG-14 069580-2018 Partial Pass Andy Krogh Reinspection Frame/Steel/Bolting/ Welding (Decks) ChecklistItem COMMENTS Passed Incomplete Complete Incomplete Incomplete BLDG-Building Deficiency First floor except restrooms, second floor Yes except restrooms BLDG-34 Rough 069464-2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency First floor except restrooms, second floor Yes except restrooms April 16, 2019 Page 1 of 4 46* ciTy OF CBC20180322 CARLSBAD I INSPECTION RECORD 2800 WHIPTAIL LOOP Building Division SPEC SUITE: 16,072 SF OFFICE 1ST STORY + MEZZ II Ef INSPECTION RECORD CARD WITH APPROVED REMAINING 196,094 SF TO REMAIN WAREHOUSE PLANS MUST BE KEPT ON THE JOB t• CALL BEFORE 3:00 pm FOR NEXT WORK DAY .INSPEC1JE. El FOR BUILDING INSPECTION CALL: 760-602272' - OR GO TO: www.Carlsbadca.gov/Building AND CLICK ON "Request Inspection" — — If "YES" is please call For Inspection I' 1. 760-602-8560, checked below that Division's approval is required prior to requesting a Final Building the applicable divisions at the phone numbers provided below. After all email to bIdginspections@carlsbadca.gov or bring in a COPY of this 0mes or to speak to an inspector call 760-602-2700 hetlyveeri 730am-800em inspection. required approvals card to: 1635 .FTgj if you have any questions are signed off- fax to Faraday Ave.. Carlsbad. the day of yar inspection. .i- ®r STORM WATER PRECON MEETING REQUIRED '_ IF MARKED"YES", APPROVAL REQUIRED PRIOR TO REQUESTING BUILDING FINAL COPY OF CARD REQUIRED em M Iiiill it.iii Fire Prevention 760-602-4660 Allow L :IInd -A WIMS - IPlanning/Landscape Z.I hours CM&I (Engineering Inspections) 76.0-438-3891 Call before 2 Prn Type of Inspection Tvne of Inoectihn " #11. FOUNDATION Date - I Inspector .4ii:l[.LI #31 _0 ELECTRIC UNDERGROUND _0UFER Date Inspector #12 REINFORCED STEEL #34ROUGHELECTRIC/ EVCHARGER #66 _MASONRY PRE GROUT #330ELEC SERVICE#32DTEMPORARY 0 GROUT0 WALL DRAINS #35PHOTOVOLTAIC #10 TILT PANELS #38SIGNS #11 POUR STRIPS BLDG-FINAL #11 COLUMN FOOTINGS CODE # MECHANICAL Date Inspector #14___SUBFRAMEOFLOOR0 CEILING F#41 UNDERGROUND DUCTS &PIPING #15 _ROOFSHEATHING #44'UCT&PNUM __0REF. PIPING 9/W/ici #13 __EXT. SHEAR PANELS #43 HEAT-AIRCOND. SYSTEMS #16 INSULATION BLDG-FINAL #18 EXTERIOR LATH Date Inspector #17INTERIOR LATH & DRYWALL #81UNDERGROUND (11,12,21,31) BLDG-FINAL #82DRYWALL,[XI_LATH, GAS TES (17,18,23) Date Inspector .#83 ROOF SHEATING, EXT SHEAR (1315) #22 __0 SEWER & BL/CO0PL/CO #84FRAME ROUGH COMBO (14,24,34,44) #21_UNDERGROUNDØASTE_0 WTR 'i/9- _f IiL- #85_T-Bar(14,24,34,44) #24 _TOP OUT JASTE _.TR /3 4-Ø7_ BLDG- FINAL OCCUPANCY #27TUB & SHOWER PAN JI1 Date Inspector #23.GASTEST0GASPIPING A/S UNDERGROUND VISUAL #25 __WATER HEATER A/S UNDERGROUND HYDRO #28 SOLAR WATER A/S UNDERGROUND FLUSH BLDG-FINAL A/S OVERHEAD VISUAL / />- Date Inspector A/S OVERHEAD HYDROSTATIC #51. POOL EXCAV/ STEEL A/S FINAL 2_(4 #52 PLUMBING F/A ROUGH-IN #53.ELEC/ CONDUIT/WIRING F/A FINAL #54EQUIPOTENTJAL BOND FIXED EXTINGUISHING SYSTEM ROUGH-IN / 1 #55 _PREPLASTER / FENCE! ALARMS FIXED EXTING SYSTEMHYDROSTATIC TEST #57GUNITE FIXED EXTINGUISHING SYSTEM FINAL / BLDG- FINAL MEDICAL GAS PRESSURE TEST MEDICAL GAS FINAL REV 6/18 SEE BACK FOR SPECIAL NOTES RD WPY 2091202500 812012018 CRen1 R_ny, EsGil A SAFEbuittCornpany DATE: AUG. 15, 2018 LI APPLICANT LI JURIS. JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2018-0322 SET: III PROJECT ADDRESS: 2800 WHIPTAIL LOOP PROJECT NAME: T.I. FOR BUILDING "C" FJ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor: deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. LI EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Rob Park cIo1.Wae Malcomb Telephone #: 858-638-7277 Date Email: rpark(warealcomb.com Mail Telephone Fax I'Vrson REMARKS: Office T.l., 1st story + mezz. (16,072-s.f.) is under this permit. By: ALl SADRE, S.E. Enclosures: EsGil 9320 Chesapeake Drive, Suite 208 • 'San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbuiLtCompany DATE: JUNE 221, 2018 JURISDICTION: CARLSBAD U APPLICANT fi JURIS. PLAN CHECK #.: CBC2018-0322 SET: I PROJECT ADDRESS: 2800 WHIPTAIL LOOP PROJECT NAME: T.I. FOR BUILDING "C" The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Rob Park do Ware Malcomb Telephone #: 858-638-7277 Date contac : I2-2-tV (by:..44' I Email: rparkwarealcomb.com all TeIephon4'}& Fa In Person ZI REMA : Office T.l., 1St story + mezz. (16,072-s.f.) is under this permit. By: ALl SADRE, S.E. Enclosures: EsGil 6/14 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD CBC2018-0322 JUNE 22, 2018 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2018-0322 PROJECT ADDRESS: 2800 WHIPTAIL LOOP AREA = 16,072; CONSTRUCTION = V-B; OCCUPANCY = B; HEIGHT = NO CHANGE; STORIES = ONE + MEZZANINE; SPRINKLERS = YES; SCOPE OF WORK = T.I. (IST FLR. & MEZZANINE); DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL: 6/14 JUNE 229 2018 REVIEWED BY: AL! SADRE, S.E. FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. GENERAL Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. CARLSBAD CBC2018-0322 JUNE 229 2018 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? U Yes U No Show a level area, or landing, per Section 11 B-404.2.4: a) ~!60' in the direction of door swing. Please revise detail 11A6. C. I to show 5'-O" clear, versus 4'-11 ", as noted, outside door 104-A. Similarly, on the other side & for the mezzanine floor: see 1/A6. C. 2, as well. Please add 110 to the wall types, on Sheets A2.C.1 & A.2.C.2, as called out on both floor plans. Walls and soffits within enclosed usable spaces under enclosed and unenclosed stairways shall be protected by one-hour fire-rated construction. Section 1011.7.3. Please remove the "NOT FOR CONSTRUCTION" stamp on plans. I.e., see Mechanical plans, etc. 1Li1'1; Please see attached for any P/M/E corrections. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALl SADRE, S.E. at EsGil. Thank you. PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) If mechanical equipment (including the roof access ladder scuttle) is installed within jQ. (CBC-1 0 1 5.7)/(CMC-304.3) of the roof edge, fall guards designed per the most stringent design requirements of the enforceable Code must be provided. (Or parapet height) ELECTRICAL (CALIFORNIA ELECTRICAL CODE) 2. Single line: Why a main with so many service disconnects ____ of ____ CARLSBAD CBC20 18-0322 JUNE 22, 2018 ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) The office demising walls are shown as 3 5/8" in width with R-1 1. What I'm concerned with is the horizontal envelope, If the studs are full height, they're too narrow, the insulation may not be installed on top of the drop ceiling, no insulation described at the roof/attic? Please review. Where may I find the exterior lighting specifications? (Dimming is my main concern). Outdoor lighting mounted 24 feet or less above grade shall be controlled per 1,500 waft max grouping with automatic controls capable of turning off, reducing the lighting level when vacated, and turning on the fixture when the area becomes occupied. Detail the lighting control design. (See exceptions) Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. CARLSBAD CBC2018-0322 JUNE 22, 2018 [DO NOT PAY— THIS IS NOTAN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2018-0322 PREPARED BY: ALl SADRE, S.E. DATE: JUNE 22, 2018 BUILDING ADDRESS: 2800 WHIPTAIL LOOP BUILDING OCCUPANCY: B; V-B/SPR. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) T. 1. 16072 Air Conditioning Fire Sprinklers TOTAL VALUE 747,509 Jurisdiction Code ICB IBY Ordinance I 1997 UBC Building Permit Fee IV 1997 UBC Plan Check Fee I Type of Review: E Complete Review o Structural Only * 0 Repetitive Fee E Other peats 0 Hourly Hr. @ I $1,585.321 EsGil Fee II Comments: Sheet 1 of 1 WARE MALCOMB architecture I planning Interiors I branding I civil Plan Check Response Comments Date: 2018-08-06 Project Name: Pacific Vista Commerce Center Building C To: City of Carlsbad Building Department Project No.: CBC2018-0322 From: Ware Malcomb Egg Lk Plans: All wall types lr_ have been added to detail A8.A.1. See sections 2 & 3 on sheet AO.C.5a for parapet heights at mechanical units. 5. Typical detail 17/S1.C.0 is used on sheetS3.C.0. RECEIVED Additional Changes: Architectural: AUG 0 6 2018 ADT summary has been updated to reflect current uses. CITY 6F CARLSBAD Joint filler specified on finish plans. Keynote #504. Clarified window shade cover specification on finish plans under WS-1. BUILDING DIVISION Shifted shared plumbing wall on sheet A6.C.1 and A6.C.2. Added notes to door hardware on sheet A7.A.1. Modified roof curb to match approved Bulletin #3 shell HVAC roof curb detail. 6363 Greenwich Dr #175, San Diego, CA 92122 P. 858.638.7277 F 858.638.7506 8.3.2018 PAGE 1 WARE MALCOMB JUL Q architecture I planning Interiors I branding I civil CITY'.c Plan Check Response Comments BUILD DIvisIoN Date: 2018-07-12 Project Name: Pacific Vista Commerce Center Building C To: City of Carlsbad Building Department Project No.: CBC2018-0322 From: Ware Malcomb Planning: Site Plan: 1. Site plan on sheet AO.C.5 has now included setbacks, topo, and legal description. Zoning: 5. See comment #1 below. Additional Comments: 1. See Building C parking summary breakdown of each use on sheet AO.C.5. Total is shown for entire site after all breakdowns. Total parking required shown as 609 spaces, total parking provided shown as 728 spaces. 2. See sheet AO.13.5a for added line of sight from Whiptail Loop showing parapet properly screens all rooftop equipment. Esgil: Plans: 1. Dimension has been corrected to show 5'-0" clear on sheet A6.C.1 & A6.C.2. 2. All 1p3 walls have been relabeled to 16. See sheet A2.C.1 &A2.C.2. 3. Door 100-C has been removed and space below lobby stairs is no longer usable. IT Closet 117-C has been modified with rated walls and rated hard lid. See sheet A2.C.1. 4. "Not for Construction" stamp has been removed from plans. Mechanical: See sheet M2.C.3 for relocated mechanical units HP-C4, HP-05, and HP-C9. Relocation is 10'-0,, minimum away from inside face of parapet to meet code safety and sightline requirements. Electrical: See sheet E1OC for removed incorrect disconnect notes. Energy: All demising walls on first floor are full height to underside of mezzanine deck. Mezzanine walls start at mezzanine and continue to roof deck. See detail 10/A8.2 and callouts on mezzanine plan indicating detail. Some demising walls have been revised to be 4" studs. See general note #4 on A.4.C.1 and A4.C.2 for insulation requirements to underside of roof deck. All exterior lighting is existing to remain. No new exterior lighting in scope. See attached exterior building lighting cut sheets for reference. Exterior lighting is existing and no new work under this permit. Existing site lighting is compliant and no changes are being made, and no new lighting is being installed on the building exterior. Fire: 1. See added keynote #154 for maximum occupancy sign location on sheet A.1.C.1. ' 2. See sheet E1C & E2C for added notes on existing shell emergency lighting at landings. 3. See general note #8 sheet A7.C.1 for panic hardware locations at existing exterior egress doors. 6363 Greenwich Dr #175, San Diego, CA 92122 P. 858.638.7277 F 858.638.7506 7.17.2018 PAGE 1 WARE MALCOMB architecture I planning I interiors I branding I civil 4. Door 112-C is not intended for egress. Egress through existing exterior door and lobby entrance. See egress plan on sheet A1.C.1 for intended egress route. S. Room named changed to Storage. Room contains no finishes and to be used as storage for multiple departments for future TI. 6. A-3 occupancy has been added to sheet AO.C.1. Additional Changes: Architectural: Ceiling grids have been changed to 2'x2' tiles. Restroom ceiling insulation has been modified. Furniture 3-Boxes have been removed from plans. Door schedule modifications. Structural: 1. Modified detail 7 on sheet S1.C.0 to no longer penetrate roof. 2. Added detail 17 on sheet S1.C.0 for full height partition header. 3. Added hanging column to reduce load on roof framing on sheet S2.C.O. 4. Relocated mechanical units away from roof edge on sheet S2.C.O. 5. New sheet S3.C.0 showing full-height partition framing. Mechanical: Bypass damper (BD-1) has been removed from Zone Damper Schedule. Return ductwork for HP-Cl and HP-C2 have been reduced by consolidating return registers to decrease cost on sheet M2.C.l. HP-C4, HP-05, and HP-C9 supply and return ductwork has been adjusted to accommodate new, RTU location above on sheet M2.C.2. Return ductwork for HP-C6, HP-C7, and HP-C9 have been reduced by consolidating return registers to decrease cost on sheet M2.C.2. Supply diffuser removed from Office served by HP-C7 and from Conference Room served by HP-C8 to decrease cost on sheet M2.C.2. Existing warehouse exhaust fans have been shown as reference on roof plan on sheet M2.C.2. Electrical: See sheets E1C, E2C, E4C, & E5C for recounted "G" and "GE" fixtures and updates. See sheets E1C, E2C, E4C, & E5C for added photocell to "G" and "GE" descriptions. Existing lights now marked as demo on sheet E1C & E2C where demising occurs. Emergency warehouse lighting added/removed based on proposed egress on sheet E1C & E2C. Replaced C6 panels and marked where loads changed on sheet E3C. Lighting zone map added on sheet E4C & E5C. Circuit count added on sheet E4C. Added outlet for blinds on sheet E7C. Title 24 forms have been revised on sheets E19C and E20C to show revised 2x4 specification. Plumbing: 1. Added rough-in for future plumbing fixtures. 6363 Greenwich Dr #175, San Diego, CA 92122 P. 858.638.7277 F 858.638.7506 7.17208 PAGE 2 RECEIVED JUL 182018 CITY OF CARLSBAD BUILDING DIVISION WISEMAN+ROHY ERUCTURAL ENGINEERS SUPPLEMENTAL STRUCTURAL CALCULATIONS FOR Pacific Vista Commerce Bldg AB,&CTI Carlsbad, CA July 11, 2018 W+R Job #17-013.04 OF 9915 Mira Mesa Blvd. Suite 200 San Diego, CA 92131 TEL. (858) 536-5166 WRENGI NEERS.COM 0 4. WISEMAN + ROHY STRUCTURAL ENGINEERS BY frS DATE PROJECT _________________________________ SHEET NO. _______ OF JOB NO. I1.C71 Y CIAL gul (.. -....- . H •.. . -- . H. bps xt), ( ) LJ 1!1 ('<S r WISEMAN+ROHY Structural Engineers PROJECT: PVCC Ti I == LIGHT GAUGE BOX BEAM DESIGN == LOCATION: Bldg C Demising Wall I December 2013 JOB NO: 17-013.04 6/1912016 08:09:14 Depth Width Gauge Mils Fy Tracks: 8 1.25 18 43 33 800 T 125-43 at top and bottom Studs: 10 1.625 18 43 33 1000 S 162-43 at both sides Thick A Ix Sx NAx iy Sy NAy BoxHeight 11.250 in Tracks: 0.0451 0.473 3.773 0.943 4.000 0.046 0.042 0.146 Box Width 8.000 in Studs: 0.0451 0.627 8.025 1.605 5.000 0.168 0.125 0.278 Total Area = 2,2 in 2 DL=L/ 240 LL=L/ 360 TL=L/ 240 Wind =L/240 x0.7=LI 168 Dead Load = 120 pif 1200 pounds Live Load = 0 pIf 0 pounds Wind = 43 pIf(ASD) 430 pounds Length = 20 feet Screws: # 10 Top Track Turned Up? Y (Y / N) Allowable Shear = 263 pounds! screw in 18 gauge steel VERTICAL FORCES: WPM Vffi N.A. vert = 6.187 in (from top) 5.063 in (from btni) I vert = 39.803 In S vert = 6.433 In3 V max = 1200 pounds Q top track= 2.404 1n3 Q btm track= 2.326 In q = VQJI = 72.5 lb/in Use 2 # 10 Screws at 7.26 in D.C. DL deflection = 0.367 in = L/ 654 OK LL deflection = 0.000 in = L / na OK TL deflection = 0.367 in = L/ 654 OK MDL = 72.0 k-in M11 = 0.0 k-in MTL 72.0 k-in fb = 11.2 ksi <0.6 Fy min OK SIiar (bSe&orlatud rticàl -YMIA V = 1200 pounds A0 vert = 0.902 in' f= 1.33 ksi HORIZONTAL FORCES: N.A. horiz = 4.000 In I hortz = 25.254 In4 Shoriz= 6.314 in3 Vmax= 430 pounds Q side studs = 2.334 in q = VQ/I = 39.7 lb/in Use 2 # 10 Screws at 13.24 in o.c. Wind deflection = 0.207 In = LI 1158 OK MWIND = 25.8 k-in fb = 4.1 ksi <0.6 Fy min OK 1b- COMBINED X&Y = 15.3 ksi <0.6 Fy min OK She on track bonzontal V= 430 pounds A0 horiz = 0.722 in1 0.60 ksl SCREW SPACING ( #10 SMS) end (Note: two screws at each spacing) centerline 0% - 10% Length I 10% - 20% Length 20% - 30% Length 30% - 40% Length I 40% - 50% Length 7.26 ino.c. I 9.07 ino.c. I 12.09 ino.c, I 18.14 Ino.c, 36.28 lno.c. .WISEMAN + ROHY STRUCTURAL ENGINEERS BY ________ DATE _______ PROJECT SHEET NO. ________ OF Joe No, 177- 5,61 iA4Ari: lit - i=& - - 16.1 ' -- c, -,-... -• •- .-- Secllon Thickness 'k ' Area Weight (ins) (lb/It) Gross Properties ix $x Rx (inn) (ln) on)':.(1n4) ly Ry (in) Axe'- (In') ffec(h Properties Ski:Mai Mad Vag (in3) (In k) (in-k) (Ib Vanel (Ib) Jx1000 (in') T' 16 Properties Cw. Xo m Ro (Ins) (in) (In) (in) 600S200-33 0.0346 33 0.379 1.29 2.075 0.692 2.340 0.209 0,743 2.058 0.621 12.28 10.77 638 638 0.151 1.593 -1.457 0.901 2.655 0.740 51,6 800S200-43 0.0451 33 0.492 1.67 2.683 0.894 2.335 0.268 0.739 2.863 0.873 17.24 15.39 1416 1240 0.334 2.033 -1.445 0.894 2.844 0.742 51.4 600S200-54 0.0566 33 0.613 2.09 3.319 1.106 2.327 0.328 0.732 3.319 1.106 24,07 1 22,07 2739 1890 0.855 2.493 -1.432 0.887 2.829 0.744 48.9 600S200-54 0.0566 50 0.613 2,09 3.319 1.106 2.327 0.328 0.732 3.319 1.015 30.40 27.38 2823 1947 0.655 2.493 -1.432 0.887 2.829 0:744 41.6 6008200-68 0.0713 33 0.764 2.60 4.101 1.367 2.316 0.400 0.723 4.101 1.367 30,422 29.97 4347 2339 1.295 3.047 -1,415 0.878 2.809 0.746 48.2 600S200 68 00713 50 0.764 260 4101 1.30 2.316 0.400 0.723 4101 1.317 43.712 3969 5360 2879 1295 3.047 1415 0.878 12.609 0.746 393 600S200-97 0.1017 33 1.067 3.63 5.612 1.871 2.293 0.530 0.705 5.612 1,871 43,492 43.49 6911 2512 3.679 4,080 -1.378 0.859 2.767 0.752 46.9 6008200-97 0.1017 50 1.067 3.63 5.612 1.871 2.293 0.530 0.705 5.612 1.871 64.532 63.67 10472 3805 3.679 4.080 -1.378 0.859 2.767 0.752 383 6008200-118 0.1242 33 1.283 4.36 6,641 2.214 2.275 0.611 0.693 6.641 2.214 53,052 53.05 5267 2391 6.595 4.753 -1.351 0.845 2.735 0.756 46.1 6008200-118 0.1242 50 1.283 4.36 6.641 2.214 2.275 0.611 0.690 6.641 2.214 78.442 78 .4 4 12526 3622 6,595 4.753 -1.351 0.845 2.735 0.756 37.6 600325043 0.0451 33 0.537 1.83 3.082 1.027 2.396 0.458 0.923 3.082 0.918 18.14 16.21 1416 1240 0.364 3.411 -1.874 1.136 3.179 0.652 62.4 6003250-54 0.0566 33 0.870 2.28 3.819 1.273 2.388 0.582 0.917 3.819 t159 22.90 21:90 2739 1890 0.715 4.194 -1.860 .1.129 3.163 0.654 .62.3 600S250-54 0.0586 50 0,670 2.28 3.819 1,273 2.388 0.562 0.917 3.786 1.069 32.00 28.71 2823 1941 0.715 4.194 -1.860 1.129 3.163 0.654 50.5 6003250-68 0.0713 33 0.836 2.84 4.727 1.576 2.378 0.688 0.908 4.727, 1.508 32.822 31.50 4347 2339 1.416 5.145 4842 1.119 3.142 0.656 59.2 600S250-66 0.0713 50 0.836 2.84 4.727 1.576 2.378 0.688 0.908 4.723 1.386 41.49 39.07 5350 2878 1,416 5.145 -1.842 1.119 3.142 0.656 50.4 6003250-97 0.1017 33 1.189 3.96 6.496 2.165 2.357 0.923 0.869 6.496 2.160 48.812 48.91 6911 2512 4.030 6.947 -1.603 1.100 3.098 0.861 .58.0 800S250-97 0.1017 50 1.169 3.98 6.496 2.165 2.357 0.923 0.859 6.496 2.083 69.382 66.81 10472 3805 4.030 6.947 -1.803 1.100 3.098 0.661 47.3 600S250-11a 0.1242 33 IA07 4.79 7.713 2.571 . 2.342 1.075 0.874 7.713 2.571 59,582 59.59 8267 2391 7.234 8.142 -1.776 1.085 3.066 b.665 57.3 600S250-118 0.1242 50 1.407 4.79 7.713 2.571 2.342 1.075 0.874 7.713 2.498 85,92 2 88.83 12526 3622 7.234 8.142 -1.775 1.085 3.066 0.665 46.6 600S300 54 00566 33 0726 247 4319 1.440 2,439 0,875 1,098 4.269 1,211 2393 2280 2739 1890 0.775 6.452 2299 1.372 3527 0.575 726 600S300-54 0.0566 50 0.726 2,47 4.319 1.440 2.439 0.875 1.098 4.014 1.106 33.13 29.62 2823 1947 0.775 6.452 .2299 1,372 3.527 0.575 59.1 6003300-68 0.0713 33 0,907 3.09 5.354 1.786 2.430 1.075 1.,089 5.344 1.581 31.23 30.88. 4347 2339 1.537 7.937 -2.280 1.363.: 3.505 0.577 72.8 6003300-68 0.0713 50 0.907 3.09 5.354 1.786 2.430 1.075 1.089 5.221 1.446 43.30 40.53 5350 2879 1.537 7.937 -2.280 1.363 3.505 0.577 59.0 6008300 97 01017 33 1271 4.32 . 7381 2.460 2410 1454 1070 7381 2352 52072 5240 6911 2512 4,381 10776 2241 1 343 3461 0581 688 6008300-97 0.1017 50 1.271 4.32 7.381 2.460 2.410 1.454 1.070 7.280 2.241 67.28 84.67 10472 3805 4.381 10.776 -2.241 1.343 3.481 0.581 58,8 6668300-118 01242 33 1.631 5.21 8785 2.928 2,395 1,704 I.055 8.786 2640 64292 6628 8267 2391 7872 12683-2.21'2, 1328 3.427 0.583 681 600S300-118 0.1242 50 1.531 5.21 8.785 2.928 2.395 1.704 1.055 8.7 13 . 94,242•• 90.37 12526 3622 7.872 12.883 -2,212 1.328 3.427 0.563 55.3 6003350 54 0.0666 33 0825 281 5022 1674 2467 1,491 1344 4911 1452 2870 2798 2739 1890 0.881 12942 3037 1787 4137 0461 0.9 6008350-54 0.0566 50 0.825 2.81 5.022 1.674 2.467 1.491 1.344 4.721 1.335 39.97 36.56 2823 1947 0.881 12.942 -3.037 1.787 4.137 0.461 74.4 6003350-680.6713 33 1 032 351 6237 2079 2459 1.841 1336 6.237 1,949 3650 3763 4347 2339 1748 15968 3018 1777 4115 0482 918 6003350-68 0.0713 50 1.032 3.51 6.237 2.079 2.459 1.841 1.336 6.166 1.771 53.01 49.69 5350 2879 1.748 15.988 -3.018 1.777 4.115 0.462 74.4 .600356-97. 0101 7 33 1449 4 93 8631 2.577 2.441 2518 1318 8631 2.822 61552 6249 8911 2512 4994 21,811 4,979 17574.0t 6.464 875 6003350-97 0.1017 50 1.449 4.93 8.831 2.877 2.441 2.518 1.318 8.631 2.593 77.64 76.36 10472 3805 4.994 21.811 -2.979 1.757 4.071 0.464 74.4 6008350 118 01242 33 1.749 595 10.304 3.435 2.428 2.978 1,305 10.304 3.435 76.391 7640 8267 2391 6.990 25791 2951 1742 4.038 0466 869 600S350-118 0.1242 50 1.748 5.95 10.304 3.435 2.428 2.978 1205 10.304 3.268 108.432 107.66 12526 3622 8.990 25.791 -2.951 1.742 4.038 0.466 70.6 800S137-33' 0.0346. 33 0.388 1,32: .. 3.198 0.769 2.873 0.073 0.435 2.998 0.622 12.30 .10.71 474 474 . 0.155 0.957 -0.696 .0460 2.987. . 0.946. 32.5 8008137-43 0.0451 33 0.503 1.71 4.134 1.033 2.866 0.093 0.430 4.001 0.896 17.70 15.78 1051 1051 0.341 1.214 -0.681 0.454 2.978 0.947 32.2 800813754 00566 33 0.627 213 5110 1.277 2855 0112 0423 5017 1179 2328 21.74 2091 2091 0 670 1478 0676 0.448 2964 0.948 320 800S137-54 0.0566 50 0.627 2.13 5.110 1.277 2.855 0.112 0.423 4.974 1.063 32.42 28.47 2091 2091 0.670 1.478 -0.676 0.448 2.964 0.948 25.9 850813766 00713 33 0782 266 6.303 1.676 2839 0134 0.414 6,303 1.541 3045 2975 4221 3367 1 325 1.789 0661 0446 2944 0950 316 8008137-68 0.0713 50 0.782 2.66 6.303 1.576 2.839 0.134 0.414 6.285 1.468 43.96 39.57 4221 3367 1,325 1.789 -0.661 0.440 2.944 0.950 25.6 8008137-97 0.1017 33 1.093 3.72 8.597 2.149 2.805 0:169 0.394 8.597 2.149 53,092 5109 8843. . .4824 3.767 2.349 -0.630 0.423 2.902 0.953 .27.6 800S137-97 0.1017 50 1.093 3.72 8.597 2.149 2.805 0.169 0.394 8.597 2.149 64.35 63.91 10685 5938 3.767 2.349 -0.630 0.423 2.902 0.953 25.0 8005137418 . 0.1242 33 1.314 4.47 10.147 2.531 2.779 0.188 0.378 10.147 2.537 65.14 65.14 11341 4971 6.755 2.694 -0.608 0.411 2.870 0.955 26.6 8003137-118 0.1242 50 1.314 4.47 10.147 2.537 2.779 0.188 0.376 10.147 2.537 95.56 95.56 16235 7115 6.755 2.694 -0.608 0.411 2.870 0.955 21.9 800S162-33' 00346 33 0.413 141 3.582 0896 2.943 0125 0.550 3.384 0710 1403 121 474 474 0.165 11.630 0936 0601.3.137 0911 401 800316243 0.0451 33 0.537 1.83 4.M 1.158 2.937 0.160 0.546 4.500 1.019 20.14 18.33 1051 1051 0.364 2.076 -0.926 0.601 3.128 0.912 39.8 00566 33 0.670 228 35 1.434 2.927 0.194 0539 5702 1334 2636 2498 2091 2091 0715 2.539 0914 0594 3.113 0914 396 8 S 62-54 0.0566 50 0.670 2.28 5.736 1.434 2.927 0.194 0.539 5.600 1.229 36.79 32.81 2091 2091 0.715 2.539 4914 0.594 3.113 0.914 32.1 8008162-68 00713 33 0,836 284 7.089 1.772 2.913 0.235 0530 7.089 1.737 3432 3384 4221 3367 1.416 3.093 0899 0586 3094 0.916 393 8008162-68 0.0713 50 0.836 2.84 7.069 1.772 2.913 0.235 0.530 7.070 1.663 49.80 46.11 4221 3367 1.416 3.093 -0.899 0.586 3.094 0.916 31.9 8003162-97 0.1017 33 1.169 3.98 9.713 2.428 2.883 0.305 0.510 9.713 2.428 58.272 58.27 8643 4024 4.030 4.114 -0.866 0.568 3.053 0.919 35.1 8003162-97 0.1017 50 1.169 3.98 9.713 2.428 2,683 0.305 0.510 9.713 2.428 72.70 71.93 10885 5938 4.030 4.114 -0.866 0.568 3.053 0.919 31.4 8008162-118 0.1242 33 1.407 .4.79 11.504 2:876 2.660. 0.345 0.496 11.504 2.876 71.472 . 71.47 11341 4971 7.234 4.768 -0.842 0.556 3.022: 0.922 34.1 800S162-118 0.1242 50 1.407 4.79 11.504 2.876 2.860 0.345 0.496 11.504 2.876 105,232 105.23 16235 7115 7.234 4.766 -0.642 0.556 3.022 0.922 28.0 8008200-33' 0.0346 33 0.448 1.52 4.096 1.024 3.023 0.227 0.712 .4.096 0.816 16.12 14.52 474 . 474 0.179 1971 -1:288 0.817 3.363 0.853 50.6 800S200-43 0.04.51 33 0.582 1.98 5.302 1.325 3.018 0.292 0.708 5.302 1.293 25.54 20.99 1051 1051 0.396 3.797 -1.277 0.811 3.353 0.855 50.3 8005200-54 0.0566 33 0.726 2.47 6.573 1.643 3.009 0.357 0.701 6.573 1.6-13 35.762 30.37 2091 2091 0.775 4.663 -1.265 0.804 3.338 0.856 47.8 800S200-54 0.0566 50 0.726 2.47 6.573 1.643 3.009 0.357 0.701 6.573 1.499 44.87 37.37 2091 2091 0.775 4.663 -1.265 0.804 3.338 0.856 40.7 800S200-68 0.0713 33 0.907 3.09 8.140 2.035 2.996. 0.436 0.692 8.140 2.035 45,292 41.79 4221 3367 1.537 5.712 -1:248 0.796 3.319 .0.859 470 800S200-68 0.0713 50 0.907 3.09 8.140 2.035 2.996 0.435 0.692 8.140 1.964 65.212 54.70 4221 3367 1.537 5.712 -1.248 0.796 3.319 0.859 38.4 8003200-97 0i017 33 1.271 4.32 11.203 2.801 2.969 0.576 0.673 11.203 2.801 65,122 65.12 8843 4824 4.381 7.684 -1.214 0.777 3.275 0.863 45.5 800S200-97 0.1017 50 1.271 4,32 11.203 2.801 2.969 0.576 0.673 11.203. 2.601 96,632 89.76 10885 5938 4.381 7.684 -1.214 0.777 3.278 0.863 37.2 8008200-118 0.1242 33 1.531 5.21 13.316 3.329 2.949 0.665 0.659 13.316 3.329 79.782 79.78 11341 4971 7.872 8.981 . -1.188 0.764 3.247. 0.868 44.6 8008200-118 0.1242 50 1.531 5.21 13.316 3.329 2.949 0.665 0.659 13.316 3.329 117.952 117.55 16235 7115 1 7.872 8.981 -1.188 0.764 3.247 0.866 1 36.5 - Web height-to-tblckness ratio exceeds 200. Web stiffeners are requlreo'at all support points and concentrated loads. 2.4 // wa b/a moment includes cold work of forming. See reb/e Notes an page 7. C) Co 0— CNCi (N CO 44j Pacific Vista Commerce Bldg kB, & C TI Carlsbad, CA June 11, 2018 W+R Job #17-013.04 WISEMAN+ROHY ST RUCTURAL ENGINEERS STRUCTURAL CALCULATIONS FOR 9915 Mira Mesa Blvd. Suite 200 San Diego, CA 92131 TEL. (858) 536-5166 WRENGINEERS.COM Unit Anchora - WISEMAN+ROI-IY _Jrw STRUCTURAL ENGINEERS Be I'z ij() UEIII IuuIH: MECHANICAL SCHEDULES PACIFIC VISTA COMMERCE CENTER BUILDING A W1IIPTAIL LOOP W. CARLSBAD, CALIFORNIA mmmmmHMMINU 000000000H IIgIIIII iitIiIJI1EtI DDLJEJiEU nhluunuilunu ununuancin: UNNNUUD: DFJ1JDIJBDN MEMEMEN uuh'EuuunuU nniiunnrnrna• arniunnnnnumommmmammu ullDlitlflflhlflO., iiuuurmuunu: aIu1aDIujuur nuunuarniuti -. flflLlljflhlflflflmmummammumm nunnuuuun1ju trnununnua BOUND NUDE I1ODh1UflUUIE..!' nunuauauuDounum munnuannum iuiuuuuunii: mumman along00DU' flnnunnnnna DDIJL1I oil IlliliD I IN - - - - 0 ®@ MECKAI4ICALSCHEUULES PACIFIC VISTA COMMERCE CENTER BUILDING B WH!PIAILLOOPW. cARLSBAD. CALIFORNIA 1,159, C FOR CAUTION: IF THIS SHEET IS NOT 3 .QDhik1L1HHiHE1• 113 NVUY flW flU r,11 - To-~o~ -z- - — 'V n em c mt ma em. mem — Lim 0 '(J Ig-J ---I.Y' ;Ii:.1lI ® c_ e& Ics emaL ROOt em eml,a Mr orv. •M.a.. Mm -' ;1 :.:.I.I• r--_ CTH RMMr 10--- I. err. erereoem• AREDUCED PRIN1 z LU 0 LU 0 u LU 0 o o < m C, > 0 LL 0 I BLDG C MO.C.2 CAUTION: IF THIS SHEET I$ NOT 3E A REDUCED PRIM CENMAL NOTES M. KEY NOTES z Ui C) Ui C) w<. J 8 o. o 0) > 0 U- 0 NOT FOR CONSTRUCTION I F U' > 9 iHi0 'üti F;1 age sill, 'iTIIL I liii MECHMICAL ROOF PLAN IIPACIFIC VISTA COMMERCE CENTER BUILDING B WHIPTAILLOCPW. GALS8AD. CAUFORN II ii II ii II II I II Ii I II I I_I i I 101 fl 0 U) - .1 MECHANICAL ROOF PLAN PACIFIC VISTA COMMERCE CENTER BUILDING C r) 0 WHIPTAIL LOOP W. 'U CARLSBAD, CALIFORNIA 8 WI SE MAN -+- RO H Y EQUIPMENT SEISMIC ANCHORAGE PROJECT: PVCC TI STRUCTURAL ENGINEERS (2015 IBC /2O16CRC/ASCE7-10) LOCATION: HIP C7 Version 1.00 1 JOB NO: 17-013.04 6/11/2018 16:02:42 EQUIPMENT ANCHORAGE PER ASCE 7-10 13.3.1 ap 2.5 Equipment Weight = 880 lb Length (long side) (@ anchors) = 74 in R = 6.0 Curb Weight = 270 lb Width (short side) (@ anchors) = 46 In SIDS = 0.751 Total Weight = 1150 lb (W) l = 1.0 . #Anchors on long side (10 max)= 4 (24.6 inoc) Z = 30 ft (equip ht) # Anchors on short side (8 max) = 0 (46 in oc) h = 30 ft (roof ht) Top of Curb to COG 20 in (not counting corners at short sides) Curb Height = 12 in Total Ht to COG = 32 In (HT) Total Anchor Points = 8 Horizontal ComDonent (LRFD Anchor Layout 0.4 (P)(1p)(sDs)(wp)(1+2 0.376 Wp MIN = 0.3 (Sns) (Ip) (Wp) = 0.225 Wp Fp,( tx 1.6 (S05 ) (Jr,) (Wp) 1.202 Wp 1 • S 5 F1 0.376 W . . K___ b 48 24 2.4 . Vertical Component (LRFD) F±02(S)(W)= 01502W -444 ............. ..J.LLJ Anchorage Calculations: Strength Level Forces: ASD Level Forces: F= 0.376 W9 = 431.8 lb 0.263 W = 302.3 lb F= 0.150 W = 172.7 lb FPZ= 0.105 W = 120.9 lb Critical Angle = 0 degrees Critical Angle = 0 degrees MOT= FPX *HT= 13818 lb-in MR (0.9-Fpz ) * Wp * Lx = 19832 lb-in (at critical angle) MNET (MOT - MR) = 0 lb-in (at critical angle) T 0 lb Tension I Anchor (worst case anchor) V . lb Shear! Anchor (all equal) M0f* Fm * HT = 9673 lb-in MR (0.6-F) * W * L = 13089 lb-in (at critical angle) MNET =(M01 -MR) = 0 lb-in (at critical angle) TASO = 0 lb Tension (Anchor (worst case anchor) VASO = 38 lb Shear! Anchor (all equal) NOTES: - This spreadsheet checks all angles (0 deg - 90 deg) for each bolt arrangement Forces given are for the worst-case angle. - Angles are measured up from the horizontal line in the diagram above through the center of the unit (0 deg = right, 90 deg = up). - Attachment to masonry shall be x2.5 if not governed by a ductile shear or tensile failure. - If equipment is mounted on vibration isolators with the clearance from equipment to frame > 0.25 inch use 2Fp (double Sds). - Lx is the distance to the farthest anchor measured perpendicularly from the angled line of rotation. SE .2-0(6 '5m~ (f'-4 V/v -:: ~2~-s " (Asb~ \\WRESERVER\Engineering\Projects\17\17-013 Pacific Vista Commerce Center\Calculations\17-013.04 TI\2016 CBC - Mechanical HP C7 Screw Capacities Me Notes Capacities based on AISI S100 Section E4. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of equal thickness are connected. Capacities are based on Allowable Strength Design (ASD) and Include safety factor of 3.0. Where multiple fasteners are used, screws are assumed to have a center-to-center spacing of at least 3 times the nominal diameter (d). Screws are assumed to have a center-of-screw to edge-of-steel dimension of at least 1.5 times the nominal diameter (d) of the screw. Pull-out capacity is based on the lesser of pull-out capacity in sheet closest to screw tip or tension strength of screw. Pull-over capacity is based on the lesser of pull-over capacity for sheet closest to screw header or tension strength of screw. Values are for pure shear or tension loads. See AISI Section E4.5 for combined shear and pull-over. Screw Shear (Pss), tension (Pts), diameter, and head diameter are from CFSEI Tech Note (F701-12). Screw shear strength Is the average value, and tension strength Is the lowest value listed in CFSEI Tech Note (F701-12). Higher values for screw strength (Pss, Pts), may be obtained by specifying screws from a specific manufacturer. Allo • I 6Srew - 49 Screw 41çScrew crew 410 §X . . Thkn c D Fy Yleld Tells I p 6431bs,Pts=4191b9) (Pss 1278 lbs 44 Pts 586 Ibs) (Pss16Ibs,Pts= 1158 Ibs) (Paso 2330 ks, Pts =23251bs) (Pas-3048 Ibs, Pts 3201 lb) ,ç(Mtls) lhl krie (K i} ksl) 0:138- dla, Q.272 Head '0,164 die, 0.272" Head 0.190' dia;0340Hoad 0.218d1a, 0.340" Head 0.250" dia, 0.4091'lead Shear Pull.Out Pull-Over Shear PuIi.Out Pull-Over Shear Puil-Out Pufl-Over Sheer PulI.Out pull-Over Shear Pull-Out Pull-Over 18 0.0188 33 33 44 24 84 48 29 84 52 33 105 55 38 105 60 44 iW 27 0.0283 33 33 82 37 127 89 43 127 96 50 159 102 57 159 110 66 191 30 00312 33 33 95 40 140 103 48 140 111 55 175 118 63 175 127 73 211 3 0.0346 33 45 43 0.0451 33 45 15.1 214 61 79 140 140 164 244 72 94 195 jj 4....._ 265 188 95 265 203 110 318 195 () 109 345 280 124 345 302 144 415 54 0.0566 33 45 214 100 140 344 118 195 37 3 386 394 156 433 424 180 521 65 00713 33 45 214 125 140 426 149 195 623 173 386 557 196 545 600 227 656 97 0.1017 33 45 214 140 140 426 195 195 548 246 386 777 280 775 1,016 324 936 118 0.1242 33 45 140 5 548 1 301 386 m 342 775 j 396 1.637 54 00566 50 65 214 140 140 426 171 195 534 198 386 569 225 625 613 261 j 752 58 0.0713 50 65 214 140 140 426 195 195 548 249 386 777 284 775 866 328 948 7 0.1017 50 65 214 140 140 426 195 195 548 356 386 777 405 775 1016 468 1,067 ilO 0.1242 50 65 0 m 57 1.067 Weld Capacities Table Notes Capacities based on the AISI S100 Specification Sections E2.4 for fillet welds and E2.5 for flare groove welds. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values, Capacities are based on Allowable Strength Design (A SD). Weld capacities are based on EGO electrodes. For material thinner than 68 mil, 0.030" to 0.035" diameter wire electrodes may provide best results. Longitudinal capacity is considered to be loading In the direction of the length of the weld. Transverse capacity is loading in perpendicular direction of the length of the weld. For flare groove welds, the effective throat of weld is conservatively assumed to be less than 2t. For longitudinal fillet welds, a minimum value of EQ E2.4-1, E2.4-2, and E2.4-4 was used. For transverse fillet welds, a minimum value of EQ E2.4-3 and E2.4-4 was used. For longitudinal flare groove welds, a minimum value of EQ E2.5-2 and E2.5-3 was used. Thickness D5SI9fl Yield Tesjle (Mils) Thickness Fillet Welds , Longitudinal Transverse Flare Groove Welds Longitudinal Transverse 43 0.0451 33 45 499 864 544 663 54 0.0566 33 45 626 1084 682 832 68 0.0713 33 45 786 1365 859 1048 97 0.1017 33 45 1125 1269 54 0.0566 50 65 905 1566 985 1202 68 0.0713 50 65 1140 1972 1241 1514 97 0.1017 50 65 1269 1269 -' 'Weld capacity (or materiel thickness greater than 0. 20reqrnres engineer/ng judgment to determine leg ofs'eld, Wi and W2 Dimensions UNIT DIMENSIONAL DRAWING - UNIT SIZES 04-06 12 wa 52 led 11 UNIT DIMENSIONAL DRAWING - UNIT SIZES 04-06 (cont) It Erg Ewa PP li oo_ co fflllIOIi1IIllI - o 13 01 ROOF CURB ACCESSORY* I NOTED ROOFCURB ACCESSORY IS 8157750 OISO$SEMB).ED. I CONNECTOR DO. ADD BAD CONNECTION TYPE sos rnnos I HORNIER WIRING I CONTROL WIRING I ACESSSOHV CODINIORENCE 2. INS ULATED PANELS, 25.4(7] TElL P'I1.IRETFGO4E 70484, .51.5 (I.300j0SRNSrr7. I I FITTING I FITTING I OLTE.EFW)RINO CONNECTOR CRBCURSDDIAOI 3.01MB 0103515) JAREINMILUMETERS. 4, ROOFCCJRBI 18 GAGE 2105. I I CTUJRDNIOEI I I TEUTHECUITB 014(IS)NPT I I I I &A'TI'ACII DUCTWORK TO EURO, (FLANGES OF DUCT REST ON CURB). , DIRECTION OFAIRFLOW. I I 3IW)1S(NPT I 10)IZ7INPT 11211Z1)NPT CRR.FCURSIS20211 (5101 8. SERVICE CLEARANCE 555705 EACH I CRRTMRWROQIOSI I THRU THE BOTTOM 1!? I I 8. CONNECTOR PACKAGE CR0Th21WR001001 CS FOR TIIRU.WE.OJRE GOB TYPE PACKAGE VDO?MPWR003ADI DI FORTHSU-THE-BOTTOM TYPE 045 CONNECTIONS. E or 5.47 ' - (137.1] I (SES.8( IYGUOATED BEG) PANELS j 2'lTE tOmE - - . BB1NI217S(NIDE 0 INWII.ATEO DECK PANEL 112801 mar (1800.2) (45.4) SZON scos oss GAS SERVICE PLATE [421]INDIDB TINOCUMB HOLE NOTERD 23W I 2IS0,8( ASSEMBLY (IF REQUIRED) RETURN AlR I (SEE NOTE n) 5.17 0 078556 08DB) 3.07 - 21.57 E E I [s 058.7) i VIEW (811.21 CORDER DETAIL . 2 L SUPPLYOm 1 SUPPLYAIR RE1URN OCR [305.0) Kw 407.2) 055515)3 J (8 ISUPPIJEDW(TNCURB] 1,77 3.57 T 13.17 - IL (752.8 SUPPLIED) I ) 07 -OW (1533.01 SoC TY PICOI.(4) SIDES . (1751,31 SUPPLIED) 716, 7.10015 , tINTER FLASHING (8.045] . C' (FIELD SUPPLIED) FOlIO FELT SEE ViEW II (FIELD SUPPLED) CERTIFIED DRAWING STRIP IFIELDEUPPUED) SillS II1015 __ NB MATERIAL PRODUCTION (FIELD SUPPLIED) INDINSIIINSRWIDIRERISO li PRUJDOTlDII '...j 1S4RNCESIEE 77 - 08OINNTATANRLBSBOR 852 0S4R 10 INSULATION - 5041715 CURB ASY. ROOF (FIELD 0415USD) 005050005 I 055005155 0551050510 . -F 8052/IS 03010 . - 1-005,1.402 WEEThS WIWIRES T"507" IORAWRRISIRSBR DI_B I_IOVER0LLDIM.S..TSFOWUSS.775IBGA I_( I MUTRRCSUWOIRG&,NAILFACDRUPPLIEDWA$ WITS CURD I I I I 5007858 000HRlI . 115050 06.4701111- I PENNPEIINI S ICR015BSTI . , 05'5,DNFACO52 - _HAIR I_DV 1515101 __80115 I_lpgmwlqq ._P5001 -Id/A I_MMD wIu 13 WISE MAN -f- RO H y EQUIPMENT SEISMIC ANCHORAGE PROJECT: PVCC TI STRUCTURAL ENGINEERS (2015 IBC /2016 CBC/ASCE 7-10) LOCATION: HP C9 Version 1.00 JOB NO: 17-013.04 6/11/2018 16:03: EQUIPMENT ANCHORAGE PER ASCE 7-10 13.3.1 a = 2.5 Equipment Weight = 1260 lb Length (long side) (@ anchors) = 88 in RP = 6.0 Curb Weight = 130 lb Width (short side) (@ anchors) = 59 in SOS = 0.751 Total Weight = 1390 lb (We) l= 1.0 . #Anchors on long side (10 max) = 4 (29.3 inoc) Z = 30 ft (equip ht) # Anchors on short side (8 max) 0 (59 in oc) h = 30 ft (roof ht) Top of Curb to COG = 21 in (not counting corners at short sides) Curb Height = 12 in Total Ht to COG = 33 in (HI) Total Anchor Points = 8 Horizontal Component (LRFD) Anchor Layout F= 0.4 (58) (Ip)(sDs)(wP)(1+2) = 0.376 Wp 1I1Lf1ILIL1IUT: Fpx MIN = 03 (Sos) (l) (Wp) 0.225 Wp Fpx MAX = 1 6 (SDS) (Ip) (W) = 1.202 Wp - - - JJ F 5 0.376 W ............ ii!:........Li - - -i---- - --ia ....472......... Vertical Component (LRFD) * • 36 - ±02 (S0 ) (W) = 01502 Wp - - - - - - - ......i.......54...... .... ..........................._.. ................ Anchoraue Calculations: Strength Level Forces: ASD Level Forces: F 0.376 we = 521.9 lb F= 0.263 we = 365.4 lb 0.150 we = 208.8 lb F= 0.105 We = 146.1 lb Critical Angle = 0 degrees Critical Angle = 0 degrees MOT= F5 * HT = 17224 lb-in M01 * HT = 12057 lb-in MR (0.9-F) * Wp * L = 30746 lb-in (at critical angle) MR (0.6-F) * W, * L5 = 20292 lb-in (at critical angle) MNET (MOT -MR) = 0 lb-in (at critical angle) MNET (M01 MR) = 0 lb-in (at critical angle) I= 0 lb Tension I Anchor (worst case anchor) TASD = 0 lb Tension (Anchor (worst case anchor) VU= 65 lb Shear! Anchor (all equal) VASD = 46 lb Shear! Anchor (all equal) NOTES: - This spreadsheet checks all angles (0 deg - 90 deg) for each bolt arrangement. Forces given are for the worst-case angle. - Angles are measured up from the horizontal line in the diagram above through the center of the unit (0 dog = right, 90 deg = up). - Attachment to masonry shall be x2.5 if not governed by a ductile shear or tensile failure. - If equipment is mounted on vibration isolators with the clearance from equipment to frame> 0.25 inch use 2Fp (double Sds). - Lx is the distance to the farthest anchor measured perpendicularly from the angled line of rotation. \\WRESERVER\Engineering\Projects\17\17-013 Pacific Vista Commerce Center\Calculatlons\17-013.04 T1\2016 CBC - Mechanical HP CS ','I,: O YEI I. DIMENSIONS ARE IN INCHES DIMENSIONS IN I I ARE ID MILLIMETERS. 2. CENTER OF GRAVITY S DIRECTION OF AIR FLOW lULi E.LIS - •1s1* A 04 11 1ibI fTh CONTROL 001 ACCESS PANEL OPTIONAL--p ACCESS INDOOR HEORER FACTORY INSTALLED - OIDC700ECT ,—HAARtE 12~ .—HASDLE P.00 : 1R -• OIITS000 13-SIN 26 26-3/0 12201 AIR 12221 SUPPLY AIR 10 1 '. 11* 5-5)4 j I. I1461 0-114 I1 S-114 15501 3T-71R 11111 11131 (1621 - 41-710 SUPPLY (12051 AIR 11 RETARD RAICRETAIC RELIEF jjj OUR FLOW 0-S'S 1671 TIP CORN 012TH CONNECTION SIZES A 1 310 1351 210 FIELD POWER SEFII.Y HOLE & 2 112 (241 51* POWER 5APR11 RWHESOIE C 1 311 1441 21* GAUGE ACCESS PLUG I IT1D 1251 01* FIELD CONTROL RESINS SOLE I OPT CO22EIISDIE DRAGS I G I 1511 PEA POWER DAPPLE OSOCE-DAT DAD 20-914 12271 THRLJ-THE-BASE CHART (FIELD INST) THESE ROLES SEAGULl FOR USE WITH MCCI 01171 CSOTSPWIEROIAII: 07 CRSTNPORSOZAOI: OR THREADED DIRE 6E57 NILE COLDEST SIZE USE SIZES 10*1.1 IS-SIN 13111 ADORES V 112 ACE. I T16 122.21 AIR 0 I 112 245 718 122.21 y 5/4 USD11 POWER 1 110 126.01 I I/4 (6051 1 314 144.41 J I THRU-THE-BASE CHART EFIOPI I IFOR THSU-TKE-R2AH FSCEONE ORTIES. I IFIrTIlIGO FOR DOLT S A F ARE PROVIDED: 06-514 37-SIN 403/R lUll I/2 I (1) 1 114 ELECTRICAL FITYTEGA. I 17311 CR551 110271 PEDALS SUPPLY I I AIR RID -IH I - 3-114 L 0-714 - 14 [035 (55 01 13561 25-112 10421 ,- 7-714 1701 I 1QF P ier4~ ~ I Td -, ~ I UNIT DIMENSIONAL DRAWING - UNIT SIZE 07-08 (cont) or PRO RE Alp i 0 0 0 0 - 1 .. • :' ___ ___ 17 15 16 WISE MAN 4- RO H Y EQUIPMENT SEISMIC ANCHORAGE PROJECT: PVCC TI STRUCTURAL ENGINEERS (2015 IBC; /2O16CBC/ASCE7-10) LOCATION: EFC1 Version 1.00 JOB NO: 17-013.04 6/11/2018 16:04:0' EQUIPMENT ANCHORAGE PER ASCE 7-10 13.3.1 a= 2.5 R= 6.0 S05 = 0.751 i = 1.0 z= 30 h= 30 Equipment Weight = 50 lb Curb Weight = 20 lb Total Weight = 70 lb (W) ft (equip ht) ft (roof ht) lop of Curb to COG 12 in - Curb Hoight= 12 in Total Ht to COG = 24 in (HT) Length (long side) (@ anchors) = 28 in Width (short side) (@ anchors) = 28 in #Anchors on long side (10 max) = 0 (-28 in oc) # Anchors on short side (8 max) = 2 (9.3 in oc) (not counting corners at short sides) Total Anchor Points = 4 Horizontal Component (LRFD) F= 0.4 (,ap _) (IP)SDS)(wP) (i + 2 Fp. MIN = 0.3 (S1 ) (In) (WO = F9 MAX = 1.6 (S05) .(l) (W) = 0.376 W, Vertical F,= 0.2 (S05) (WP) = 0.1502 W Anchoraae Calculations: --36 ..._ ....i_.. ............ .....j.. .4 1. ............................................L Strength Level Forces: ASD Level Forces: F= 0.376 W = 26.3 lb Fpx= 0.263 W = 18.4 lb F= 0.150 W0 = 10.5 lb Fpz= 0.105 W = 7.4 lb Critical Angle 0 degrees MOT= F * HT = 631 lb-in MR= (0.9-F) *w *L = 245 lb-in (at critical angle) MET= (MOT -MR) = 386 lb-in (at critical angle l 21 lb Tension! Anchor (worst case anchor) V,= 7 lb Shear! Anchor (all equal) Critical Angle = 0 degrees M01 Fp,c * HT = 442 lb-in MR= (0.6-F1) * W, * L = 162 lb-in (at critical angle) MNET (MOT -MR) = 280 lb-in (at critical angle) TASD = 15 lb Tension! Anchor (worst case anchor) VASO 5 lb Shear! Anchor (all equal) NOTES: - This spreadsheet checks all angles (0 deg - 90 deg) for each bolt arrangement. Forces given are for the worst-case angle. - Angles are measured up from the horizontal line in the diagram above through the center of the unit (0 deg = right, 90 deg = up). - Attachment to masonry shall be x2.5 if not governed by a ductile shear or tensile failure. - If equipment is mounted on vibration isolators with the clearance from equipment to frame > 0.25 inch use 2Fp (double Sds). - Lx is the distance to the farthest anchor measured perpendicularly from the angled line of rotation. (,t& v 1? 04 \\WRESERVER\Engineering\Projects\17\17-013 Pacific Vista Commerce Center\Calculations\17-013,04 TI\2016 CBC - Mechanical EF Cl '81 250 4 200 150 Roof Downblast - Exhaust Belt & Direct Drive GB-131 . G-133 100 Damper Size = 12 x 12(305x305) Roof Opening = 14½ x 14 (368 x 368) Shroud Thickness = 0.051 (1.3) Motor Cover Thickness = 0.040 (1.0) Curb Cap Thickness = 0.064 (1.6) "Approximate Unit Weight G/GB = 62/67 lbs. (28/30 kg) All dimensions in inches (millimeters). *May be greater depending on motor. AWeight shown is largest cataloged Open Drip-Proof motor. 17 sui VAR! GREEN 10 Volume (cfm) 0 500 1000 1500 - 2000 2500 3000 3500 4000 Volume (rn/hr) Direct Drive RPM I_C-860 RPM B-1140 RPM A-1725 RPM VG-1725RPM - 4 - "PM EBoll) RPM (DIrefl \ _10 RPMC#,I-G,soW - - I. ______________ ______________ , .. \ Oe.Ity 0.076 I&It '•5 \ OoItyI2k5fm .•\\ 12 ___ -•----------'--- ------ ___ 1\ -.._....._-.-- S. ,. 1.0 -.----------.-. '• " p :: E; :: 0 500 1000 1500 2000 251 Motdr IP......... Fan -, Sthtic Pmssure in Inchen wg RPM 1 0 0.125 0.25 0.:375 .5 0.625 0.75 1.1'' i.s 1.5 Belt Direct KUM I OFM 823 626 002 4.5 002 4.5 580 I BHP :sones MAXIMUM BHP AT A GIVEN RPM = (RPM/2047) L' MAXIMUM RPM-GB-131=1725,G-133=1725 U CFM 1022 879 650 TIP SPEED (ft/mm) = RPM x 3.436 720 004 004 4 MAXIMUM MOTOR FRAME SIZE =56 J CFM Sones5.4 1221 5.4 1106 5.2 962 727 C-1/8 860 BHP 0.06 0.07 0.07 1 0.07 1/4 Sones CFM 1000 BHP . 6.6 1419 0.10 6.5 1323 0.11 6.3 6.0 1213 1075 867 0.11 0.12 0.11 -. Sones B-1/6 CFM 1140 BHP 1618 0.15 1535 016 9.8 1444 1340 1211 1031 016 0.171 0.17 1 017 9.69.2 8.8 11 ~n#es l0.0 Sane&12.0 774 .19 1698 0.2 11.7 i1426a3 1250 0.21 0.22 0.23 0.22 11.3 11.0 10.5 j 9.7 s CFM iiF i1866 11794 1718 1637 1545 - 06 1P 1315 0.22 0.23 0.24 0.25 0.26 0.26 0.26 Sanesi_13.2 1 12.8 12.5 12.1 11.7 11.2 10.9 1/3 CFM 1440 HHP 2044 0.29 1978 0.31 1911 1838 1759 I 0.32 1 0.33 0.34 1674 0.34 1 1571 0.35 1299 0.34 isones 15.0 15.0 i15.1 15.1 1 14.5 13.9 13.4 12.5 t. 1600[BHP10.40 2271 2212 2152 2088 2023 _PL. _PI±1L .L 1873 0.47 1783 1686 1425 0.47' 1/2 ;Son_16.2 16.0 15.8 I 15.6 15.3 14.6 14.2 13.9 13.2 CFM j_2391 2335 1 2279 2219 2158 1 2093 2020 1857 2 1654 1312 1685 BHP 0.47 048 1 0.50 0.51 0.52 4 0.55 0.56 0.56 0.52 ;A-1/2 _JesL 16.9 16.6 16.3 16.0 15.7 15.1 14.8 14.5 13.9 13.5 3/4 CFM j.. l725II000.52 393 2338 2281 ,2220 0.53 0.55 J0.56 2159 0.57 2089 0.58 19351 1746 LJO.60 1474 0.581 Sanes17.4 17.0 167 16.3 _15.9. 15•6L .15.4 14.9 14.3 13.8 1 Performance certified is for installation type A: Free inlet, Free outlet. Power rating (BHP) does not include transmission losses. Performance ratings include the effects of a birdscreen. The sound ratings shown are loudness values in hemispherical sones at 5 ft. (1.5 m) in a hemispherical free field calculated per AMCA Standard 301. Values shown are for Installation type k free Inlet hemispherical sons levels. - 24 .... -. ... Metal Stud Header Desiqn 18 WISEMAN-I-ROHY IME STRUCTURAL ENGINEERS 20 Screw Capacities 1e Notes 1, Capacities based on AISI S100 Section E4. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of equal thickness are connected. Capacities are based on Allowable Strength Design (ASO) and Include safety factor of 3.0. Where multiple fasteners are used, screws are assumed to have a center-to-center spacing of at least 3 times the nominal diameter (d). S. Screws are assumed to have a center-of-screw to edge-of-steel dimension of at least 1.5 times the nominal diameter (d) of the screw. Pull-out capacity is based on the lesser of pull-out capacity in sheet closest to screw tip or tension strength of screw. Pull-over capacity is based on the lesser of pull-over capacity for sheet closest to screw header or tension strength of screw. 8, Values are for pure shear or tension loads. See AISI Section E4,5 for combined shear and pull-over. Screw Shear (Pss), tension (Pts), diameter, and head diameter are from CFSEI Tech Note (F701-12). Screw shear strength Is the average value, and tension strength is the lowest value listed in CFSEI Tech Note (F701-12). Higher values for screw strength (Pss, Pts), may be obtained by specifying screws from a specific manufacturer. Allowable Screw Connection Capacity ______ , 86 Screw #6Sà'rsw ' ' Th2Screw 6 S 're Thic , kness Design Fy Fu (Pss 643 lbs Pts = 419 ba) (Pss 1278 lbs. Pts 586 bail (Pss= 1644 lbs, Pis =1158 ba) (P$s=2330 lbs. Pts = 2325 Ibs) (Paso 3049 ba, Pts 3251 Ibs) Yield - Tensile M1s) Thickness k) (ks 9.138 d,O.72"Hd 0.272" Head : 0.160da,O.34O0Heal 0.2W'dia,0,340"Head .250"dia,0.4O9"Head Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull- Out Pull-Over 18 0.0188 33 33 44 24 84 48 29 84 52 33 105 65 38 106 60 44 127 27 0.0283 33 33 82 37 127 89 43 127 96 50 159 102 67 159 110 66 191 30 00312 33 33 95 40 140 103 48 140 111 65 175 118 63 175 127 73 211 0.0346 33 45 0.0451 33 45 151 214 61 79 140 164 72 195 84 265 188 95 265 203 110 318 140 244 94 195 26 109 345 280 124 345 302 144 415 54 0.0566 33 45 214 100 140 344 118 195 7 137 386 394 156 433 424 180 521 68 0.0713 33 46 214 125 140 426 149 195 523 173 386 551 196 545 600 227 656 97 0.1017 33 45 214 140 140 426 195 195 548 246 386 777 280 775 1,016 324 936 118 0.1242 33 45 2U 140 140 426 195 195 548 301 386 777 342 775 1.016 366 1,061 54 0,0566 50 65 214 140 140 426 171 195 534 198 386 569 225 625 613 261 752 68 0.0713 50 65 214 140 140 426 195 195 548 249 386 777 284 775 866 328 948 ' 0.1017 50 65 ..214 140 140 426 195 195 548 356 386 777 405 775 1,016 468 1,067 0.1242 50 65 214 140 140' 426 195 195 548 386 386 777 494 775 1.016 _LL JL Weld Capacities Table Notes Capacities based on the AISI 5100 Specification Sections E2.4 for fillet welds and E2,5 for flare groove welds. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Capacities are based on Allowable Strength Design (ASD). Weld capacities are based on E60 electrodes. For material thinner than 68 mu, 0.030" to 0.0350 diameter wire electrodes may provide best results. Longitudinal capacity is considered to be loading in the direction of the length of the weld. Tliickaess Yield TS ns (Mils) Thickness (lsi) 43 0.0451 33 45 54 00566 33 45 68 0.0713 33 45 97 0.1017 33 45 54 0.0566 50 65 68 0.0713 50 65 Transverse capacity is loading in perpendicular direction of the length of the weld. For flare groove welds, the effective throat of weld is conservatively assumed to be less than 2t. B. For longitudinal fillet welds, a minimum value of EQ E2.4-1, E2,4-2, and E2.4-4 was used. For transverse fillet welds, a minimum value of EQ E2.4-3 and E2.4-4 was used. For longitudinal flare groove welds, a minimum value of EQ E2.5-2 and E2.5-3 was used. Fillet We'lils Flare Grooe l/c,lds Lon9itudinal I 'Transverse Lonqitudinal I' Transverse 544 663 626 1084 682 832 789 . 1365 859 1048 1140 I 1972 1241 1514 'Weld capacity for mate,ial thickness greater than C.lOreqw'res engineering jodgrnent to determine leg of welds, Wi and W2. WISEMAN+ROHY Structural Engineers PROJECT; PVCC TI LIGHT GAUGE BOX BEAM DESIGN = LOCATION: BI December 2013 JOB NO: 17-013.04 611112018 11:22:20 Depth Width Gauge Mils Fy Tracks: 3.625 1.5 18 43 33 362 T 150 - 43 at top and bottom Studs: 10 1.625 18 43 33 1000 S 162 -43 at both sides Thick A Ix Sx NAx ly Sy NAy_J Box Height= 11.500 in Tracks; 0.0451 0.298 0.650 0.359 1.913 0.064 0.055 0.339 Box Width = 3.625 in Studs: 0,0451 0.827 8.025 1.605 5.000 0.168 0.125 0.278 Total Area = 1.85 in 21 DL = L1240 LL = L / 360 TL = L I 240 Wind L/ 240 x0.7=LI 168 Dead Load = 95 plf 997.5 pounds Live Load = 0 plf 0 pounds Wind = 0 plf(ASD) 0 pounds .. Length 21 feet Screws: # 10 Top Track Turned Up? Y (Y I N) Allowable Shear = 263 pounds! screw in 18 gauge steel VERTICAL FORCES: N.A. vert = 6.391 in (from top) 5.109 in (from btm) ivert= 31.124 in Svert = 4.870 in V max 997.5 pounds Q top track= 1.558 in3 0 btn, track= 1.422 In' q = VQII = 49.9 lMn Use 2 # 10 Screws at 10.53 in cc. DL deflection = 0.452 in = L/ 558 OK LL deflection = 0.000 in = L/ na OK IL deflection = 0.452 in = L/ 558 OK .. .... MIDL = 62.8 k-in 0.0 k-in MTL = 62.8 k-in fb = 12.9 ksi <0.6 Fy min OK Shr (156~9 V= 998 pounds A vert = 0.902 in1 f= 1.11 ksi HORIZONTAL FORCES: N.A. horiz = 1.813 in I horiz = 4.589 in S horiz = 2.532 in3 V max = 0 pounds 0 side studs = 0.962 in q = VQ/l = 0.0 lb/in Use 2#l0 Screws at - moo, CROW Wind deflection = 0.000 in = L / na OK Moi nt.................................. MWIND = 0.0 k-in 0.0 ksi < 0.6 Fy min OK t, -COMBINEOX&Y = 12.9 ksi < 0.6 Fy min OK She.ár'' (bën V= 0 pounds A horiz = 0.327 in' 0.00 ksl SCREW SPACING (#10 SMS) end (Note: two screws at each spacing) centerline [ 0% - 10% Length 10% - 20% Length 20% - 30% Length I 30% - 40% Length 40% - 50% Length 10.53 in o.c. 13.16 in o.c. 17.55 in o.c. 26.33 in o.c. 52.66 in o.c. WISEMAN + STRUCTURAL [1W BY > DATE ______ PROJECT . SHEET NO. OF JOB 110. I<?Tc/-/ - _ 2) > 2x 071 -- ]x'7 . 22 -' Design F Section Thkkne GPoss Properties Area Wel l IV.Sx Rx ly Ry (In2) (lb/h) (Iii) (i,i2) (In) (1n4) (In) - EffectivèPrpertIes i" i Ixe Sxe Mel Mad Vaq Vanet (Iri4} (In Ic) (Ib (In) ,TorstonI Poperflesi. j Jx1000 Cw Xo m Ro (In') (In') (In) (In) (In) I) 3628137-33 0.0346 33 0.236 0.80 0.479 0.264 1.424 0.059 0.501 0,479 0.232 4.59 4.73 1024 521 0.094 0.165 .1.003 0.615 1.813 0.694 34.7 362813743 0.0451 33 0,308 104 0.616- 0.340 1419 0.07& 0.497 0616 0320 32 6 665 1739 676 0 207 0208 -0-991 0-B06 1801 0697 346 362S137-54 0.0566 33 0.379 1.29 0.756 0.417 1.411 0.091 0.490 0.756 0.402 7.94 8.24 2341 705 0.405 0.251 -0.978 0.601 1.785 0.700 34.6 3628.13.7-54 00566 50 0.379 1.29 0756 0.417 1.411 0.091 0.49D' 0756 0381 1142 1191 3372 1016 0405 0-25i -0-978 0.601 1.765 0700 219 362S137-68 0.0713 33 0.470 1.60 0.922 0.509 1.401 0.109 0.480 0.922 0.498 9.84 10.05 2884 662 0.797 0.302 -0.959 0.592 1.764 0.704 34.6 362S137-68 0.0713 50 0.470 1.60 0.922 0,509 1.401 0.109 0.480 0.822 0.493 14.71 15.24 4370 1,004 0.797 0.302 -0.959 0.592 1.164 0.704 27.8 362S137-97 0.1017 33 0.648 2.20 1.229 0.678 1.377 0.137 0.46 1.229 0.662 18.36 16.75 3922 577 2.233 0,390 -0.922 0.573 1.720 0.713 30.9 362513797 01017 50 6.648 2.20 1.229 0.678 1.377 0.137 046 1229 0.662 241 2467 5943 875 2233 0,396 0922 0.573 1720 0.713 251 3628152-33 0.0346 33 0. 2 0.89 0.551 0.304 1.450 0.099 0.616 0.551 0.268 5.29 5.43 1024 521 0.105 0.297 -1.308 0.789 2,048 0.592 42.6 .0.0451 33 .340 1.16 0.710 0.392 1.445. 0.127 0.611 0.710 0.372 7.34 7.62 1739 676 0.230 0.376 -1,297 0.72 2.036 0.594 42.5 ir6-54 0.0566 33 0.422 1.44 0.873 0.481 1.438 0.154 0.604 0.873 0.466 9.22 9.51 2341 705 0.451 0.457 -1.283 0.774 2.020 0.597 42.5 362S162-54 0.0566 50 0.422 1.44 0.873 0.481 1.438 0.154 0.604 0.873 0.444 13.28 13.59 3372 1016 0.451 0.457 1.283 ÔJ74 2.020 0.597 34.4 362S16268 0.0713 33 0.524 1.78 1.069 0.590 1.429 0:188 0.596 1.089 0.579 11.43 11.65 2884 662 0.887 0.552 1.264 0.765 1.998 0.600 42.7 362816268 00713 50 0,524 178 1.069 0590 1.429 0186 0596 1.089 0574 1718 1765 4370 1004 6.887 0..652 1264 0.765 1.998 0600 343 362S162-97 0.1017 33 0.724 2.46 L435 0.792 1.408 0.241 0.577 1.435 0.776 18.62 19.00 3922 577 2.496 0.723 -1.226 0,745 1.954 0.606 38.9 362S162-97 0.1017 50 0.724 2.46 1435 0.792 1.408 0.241 0.577 1.435 0.776 27.52 28.08 6943 875 .2.496 0.723 -1.226 0.745 1.954 0.606 31.5 362S200-33 0.0348 33 0.297 1.01 0.648 0.358 1.478 0.171 0.772 0.647 0.294 5.81 6.19 1024 521 0.118 0.577 -1.741 1.030 2.411 0.478 53.8 3625209-43 0.0451 33. 0.365 1:31 0.836 0.461 1,474 0.227 0.767 0836 0.427, 6.43 8.70 1739 676 . 0.261 . 0.734 -1.729 1.024 2,398 0.480 535 362S200-54 0.0566 33 0.479 1.53 1.030 0.566 1.467 0.277 0.161 1.030 0.553 10.93 11.23 23.41 705 0.511 0.898 -1.715 1.016 2.382 0.482 53.6 3628200 54 00566 50 0.476 1.63 1030 0.568 .1.467 0277 0761 1.030 0490 14 66 1547 3372 1016 0.511 0.896 1715 1.016 2.382 0.482 433 3829200-68 0.0713 33 0.595 2.02 1.265 0.698 1.458 0.337 0.753 1.265 0.687 15.292 15.54 2884 662 1.008 1.089 -1.696 1.006 2.360 0.484 50.6 362S200 88 00713 50 0595 202 1265 0.606 1458 0.337.0.763 1.265 0,606 1995 2051 4370 1004 1.008 1.089 -1.696' 1 006 2360 0.484 433 362S200-97 0.1017 33 0.826 2.81 1.711 0.944 1.44 0.446 0.735 1.711 0.928 21.59 21.95 3922 577 2.847 1.441 1.658 0.986 2.315 0.487 50.5 362S200-97 01017 50 0,826 281 1711 0.944 144 0446 0735 1711 0.928 3203 .32.5.7 5943 875 2847 1441 1658 0986 2315 0487 405 362S250-43 0.0451 33 0.43 1.46 0.98 0.541 1.51 0.385 0.946 0.98 0.449 8.68 1739 676 0.292 1.230 -2.199 1.277 2.830 0.396 64.2 362S260-54 00566 33 0.535 182 121 0688 I 504 0473 094 121 0 582 1151 1246 2341 705 0571 1 506 2.184 1.269 2.813 0.397 643 362S250-54 0.5566 50 0.535 1.82 1.21 0.668 1.504 0.473 0.94 1.205 0.51.15.40 16.54 3372 1016 0.571 1.506 -2.164 1.269 2.013 0.397 52.0 362825048 00713 33 0.666 2.27 149 0.822 1.496 J0.578 0931 1.49, 0774 1685 1760 2884 662 1129 1.631 2165 1.269 2791 0366 614 362S25068 0.0713 50 0.666 2.27 1.49 0.822 1.496 0.578 0.931 1.49 0.689 20.63 22.17 4370 1004 1.129 1.837 -2.165 1.259 2.791 0.398 52.0 362S25097 01017 33 0927 316 2.027 1118 1478 0772 0912 2027 1100 2485 2526 3922 577 3197 2452 2126 1239 2746 0.400 610 362S250-97 0.1017 50 0.927 3.16 2.027 1.118 1.478 0.772 0.912 2.027 1.046 35.17 36.93 5943 875 3.197 2.452 -2.128 1.239 2.74.6 0.400 49.3 362S300 54 0.0.566 33 0.592 201 1300 0767 1.533 0734 1114 1.383 0,607 1199 1322 2341 705 0632 2316 2659 1522.3.265 0.337 745 362S300-54 0.0586 50 0.592 2.01 1.390 0.767 1.533 0.734 1.114 1.312 0.529 15.83 17.34 3372 1.016 0.832 2.316 -2.659 1.522 3,265 0.337 60.2 3628300 88 00713 33 0738 251 1716 6.947 1.5125' 0900 1.105 1716 0011 1602 1765 2884 662 1.260* 2833 2640 1 512 3 243 0337 749 3825300-68 0.0713 50 0.738 2.51 1716 0.947 1.525 0.900 !.105 1.684 0.716 21.44 23.42 4370 1004 1.250 2.833 -2.640 1.512 3.243 0.337 60.4 362S300 97 01017 33 1.029 360 2343 1.292 1509 1213 1086 2343 1 217 2695 2861 3922 577 3548 3803 2600 1491 3196 0336 716 362S300-97 0.1017 50 1.029 3.50 2.343 1.292 1.509 1.213 1.086 2.32 1.150 34.42 36.41 5943 876 3.548 3.803 -2.600 1.491 3.196 0.330 60.9 400S137-33 0.0346. 33 0.249 0.65 0.603 . 0.301 1.555 0.081 0.496 0.603 0.259. 5.12 5.29 . 976 595 0.099 0.204 -0.965 . 0.597 1.897 0.741 34.5 4008137-43 0.0451 33 0.323 1.10 0.776 0.388 1.551 0.076 0.491 0.776 0.359 7.09 7.47 1739 810 0.219 0.257 -0.954 0.591 1.885 0.744 34.3 400S137 54 00566 50 0.401 136 0.953 0.477 1542 0.094 0.484. 6.653 0428 1282 1338 3372 1223 0.426 0.311 0940 0.583 1.870 0747 277 4008137-68 0.0713 33 0.497 1.69 1.165 0.502 1.531 0.112 0.476 1.165 0.567 11.21 11.51 3215 695 0.842 0.375 -0.922 0.574 1.849 0.751 34.2 400313768 00713 50 6.497 169 1.165 6.582 1531 0112 0475 1.165 0558 1670 1744 4871 1356 0.842 0375 -0922 0.574 I 849 0751 276 400S137-97 0.1017 33 0.686 2.33 1.557 0.779 1.507 0.142 0.454 1.557 0.764 18.86 19.23 4394 797 2.365 0.486 -0.885 0.555 1.806 0.760 30.5 4008137-97 0.1017 50 0.686 . 2.33 1.557 0.779 1.507 0.142 0.454 1.557 0.764 27.61 . 28.33 6658 1207 . 2.365 . 0.486 . -0.885 0.555 1 1.006 .0.780 24.8 400S152-33 0.0346 33 0.275 0.94 0.692 0.346 1.586 0.103 0.611 0.692 0.299 5.91 8.07 976 595 0.110 0.363 4.263 0.768 2.118 0.644 42.3 400S16243 00451 33 0.357 121 0892.0.446 1,581 0131 0.606 0.092 0.4.1.7 823 8.154 1739 810 0242 0.460 -1.262 0.761 2106 0.647 422 400S162-54 0.0566 33 0.443 1.51 1.098 0.549 1.574 0.159 0.600 1.098 0.526 10.39 10.84 2603 944 0.473 0.560 -1.239 0.754 2.090 0.649 42.2 400S162-54 0.0566 . 50; 0.443 1.51 1.098 0.549 1.574 0.159 0.600 1.098 0.498 14.90 15.25 3372 1223 0.473 0.560 -1.238 0.754 2.090 0.649 34.1 400S162-68 0.0713 33 0.550 1.87 1.346 0.673 1.564 0.192 0.591 1.346 0.658 13.00 13.30 3215 895 0.933 0.677 -1.220 0.745 2.069 0.653 42.2 4005162-66 0.0713 50 0.550 1.87 1.346 0.673 1.564 0.192 0.591 046 0.648 19.41 20.15 4871 1356- 0.933 0.877 -1.2200.745......2.069 0.653 34.0 400S162-97 0.1017 33 0.762 2.59 1.812 0.906 1.542 0.249 0.572 1.812 0.892 21.40 21.75 4394 797 2.628 0.889 -1.182 0.725 2.025 0.659 38.3 4008162.97 0.1017 50 0.762 2.59 1.812 0.906 1.542 0.249 0.572 1.812 0.892 31.64 32.15 .6698 1207 2.628 0.889 -1.182 0.726 2.025 0.659 31:1 400S200-33 0.0346 33 0.310 1.05 0.812 0.406 1.619 0,183 0.769 0.812 0.328 6.49 6.90 976 595 0.124 0.697 -1.688 1.007 2.462 0.530 53.1 400S200-43 0.0451 33 0.402 1.37 1.047 0.524 1.615 0.235 0.764 1.047 0.478 9.45 974 1739 810 0.272 0.886 -1.676 1.500 2.449 0.532 53.0 4008200-54 0.0566 33 0.5110 1.70 1.292 0.646 1.608 0.287 0.758 1.292 0.623 12.30 12.77 2603 944 0.534 1.083 -1.862 0.993 2.433 0.534 53.0 400S200-54 0.0566 50 0.500 1.70 1.292 0.649 1.608 0.267 .0.758 1.292 0.549 16.43 17.31 3372 1223 0.534 1.083 -1.662 0.993 2.433 0.534 42.9 400S200-68 0.0713 33 0.622 2.12 1.589 0.795 1.599 0.349 0750 1.589 0.780. 15.40 15.70 3215 895 1.054 1.316 -1.643 0.983 2.412 0.536 53.2 400S200-68 0.0 713 50 0.622 2.12 1.589 0.795 1.599 0.349 0250 1.589 0.751 22.48 23.04 4871 1356 1.054 1.318 -1.843 0.963 2.412 0.536 42.9 400S200-97 0.1017 33 0.864 2.94 2.155 1.077 1.579 0.462 0731 2.155 1.063 24.72 25.05 4394 797 2.978 1.749 .1.605 0.983 2.368 0.540 49.3 400S200-97 0.1017 50 0.864 2.94 2.165 1.077 1.579 0.462 0.731 2.155 1.063 36.68 37.17 6658 1207 2.978 1.749 -1.605 0.963 2.368 0.540 39.9 vvw ,,wynL-w-e1uci(,,a raun exceets vu, weD sorrene, are reçv,rea at all support points and cvncentpatec/ loads. 'Allowable moment includes cold work of forming. See Table Notes on page 7. PER7 Seeeu-ire.ice cle.ón y lcnnff'ols o'rdeiddsê ate)4'5 P18 100° motion/ambient I sensor, < 15'mtg ht FAO Field adjustabl tptt' \ Ship d BSW Bi'4,eterrent spikesN EGS External gI)n.,, shield" shield Entry ° LEE Left Conduit ' RCE Right Conduit Entry" . KAXW. LED Wall Luminaire 44. a /*'k NISHItFIE FR EN 5 LV %4+ Capable Luminaire This item is an A+ capable luminaire, which has been RE -%EIVE0 designed and tested to provide consistent color interoperability. appearance' and system-level 18 2O8 All configurations of this luminaire meet the Acuity JUL Brands' specification for chromatic consistency CITY OF CA(LhD This luminaire is A+ Certified when ordered with TL® DVtStON UtLDtNG controls marked by a equipped luminaires meet the A+ specifi a on luminaire to photocontrol interoperabili This luminaire is part of an A+ Certified slution for ROAM® or XPointTM Wireless control networks JII H providing out-of-the-box control compatibility with simple commissioning, when order dr rs and control options marked by a To learn more about'A+, visit 1. See ordering tree for details. PIRH1FC3V Motiuu/arnbiec)t sensor. 15-30' mounting height, EXAMPLE: KAXW LED P3 40K R3 MVj MVOLT L2i9ptinIufltefL.... iattpnd installed Shipped installe./" DDBXD Dark bronze (blank) Surface MRER NEMA (wistbck ecpiacle SF Single) (120, mounting 'ly (cnFifrob ordered 1 27/ 47V(8 bracket ' se to , DF ouble fuse (208, DNAXD Natural aluminum PER,5 F e-ss , eceptac eon , 240 or 480V)9 DWHXD White ..coni.iyls ed separareY' House-side DSSXD Sandstone DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white DSSTXD Textured sandstone Specifications Length: 14" 1356(m) Width: 12" (35.6 5' Height: (12.7 cm) Weight 19.7 lbs (max): (8.919) KAXW LED P1' P2 P3 30K 3000K R3 TvDe3 40K 4000 K R4 Type 4 50K 5000K 208' 2401 277 3472 480° NOTES 1 MVOLT driver operates or, any line voltage from 120.277V (50/60 Hz). 2 Not available in the P1 performance package. 3 Not available with ROAM®. See PER5 or PER7 option. 4 Photocell ordered and shipped as a separate line item from Acuity Brands Controls. See Accessories information. If ROAM® node repaired, it must be ordered and shipped as a separate line item from Acuity Brands Controls. 6 Specifies the Sensor Switch MSOD-7-ODP control; see Osrd.'or Cur,rl Tri-,-,i.al G60.1 for details. Dimming driver standard. Not available with PIERS or PER7. Must specify 120V or 277V Requires PER or separate on/ off, 7 Not available with PIERS or PER7 options. 8 Must specify 120, 277, or 347V option. 9 Must specify 208, 240, or 480V option. 10 Also available as a separate accessory; see Accessories information. 11 Requires a contractor supplied 'I," EMI raintight fitting. 12 Requires luminaire to be specified with PER, PERS or PER7 option. Ordered and shipped as separate lime item from Acuity Brands Controls, 'Acc'essories ' Odo vd sh pped ,op r1e, 8(127)1.5 JU 000ltrell 'IlL tr:s5110ck(.12u-zp7v)s' (tLLU47F5,5 cuuu PhosoreM •S5L 000t-l6c5, (547'!) 01146w1.5 CUL ill Pl,otost i 151 r.o,sriWkl(4505)," . DSH9Rn 58K a Shorting cap KAXWHS U House-side shield K®WRSW U Bird-deterrent spikes eaxweus S External glare shield LI7/11V7.A One Lithonia way Conyers, Georgia 30012 • Phone: 800.279.8041 • ',oss'.'e,lithcnio.o,r Rev 09/27/17 © 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Page 1 of 3 Q1:03 0~ (3 HAZARDOUS MATERIALS QUESTIONNAIRE RECORD ID# PLAN CHECK# BP DATE I I Business Name Business Contact Telephone # TBD (This is a speculative tenant improvement project, so tenant/business type is nknown at this time) Proect Address 2OO Whiptail Loop (Bldg. Cit , Carlsbad, cA 92010 State Zip Code APN# r 209-t2d. Mailing Mdress City State Zip Code Plan File# JUN 122Q1 Eroject Cotitact Applicant E-mail Telephone # Roberl Park rpark@waremalcomb.com_858-638-7277 CITY OFCAR L The following questions represent the facility's activities, NOT the specific project description. BUILDING DLVI SIC MkIt:rut urAruIviru - rIP.LMcLou _VIIIFIML uiviiuri:U__urPri..T_LMIrItIIuN: (not reguirea Tor projects _wurninmei..iry_or -Ian Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any .f the items are circled, applicant must contact the Fire Protetion Agency with jurisdiction prior to plan submittal. B (Office) and Occupancy Rating: S (Warehouse) Facility's Square Footage (including proposed project): B (Office): 16,072 SF and S (Warehouse): 196,094 SF 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives 2 Compressed Gases 6. Oxidizers.. 10. Cryogenics 14 QfhAr Rnnith Hazards 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 4fT5. NoneofThese. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART II:__SANDIEGOCOUNTY_DEPARTMENTOFENVIRONMENTALHEALTH -HAZARDOUSMATERIALSDIVISION_(HMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: D CalARP Exempt YES NO (for new construction or remodeling projects) . / 0 LXI Is your business listed on the reverse side of this form? (check all that apply). Date Initials 0 LXI Will your business dispose of Hazardous Substances or Medical Waste in any amount? 3 0 LXI Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons; 500. 0 CalARP Required pounds and/or 200 cubic feet? / 0 LXI Will your business store or handle carcinogens/reproductive toxins in any quantity? Date Initials 0 . LXI Will your business use. an existing or install an Underground storage tank? 0 . IXI Will your business store or handle Regulated Substances (CalARP)? 0 CalARP Complete 0 LXI Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? / 0 lxi Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to Date Initials or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). PART III: SAN_DIEGOCOUNTY AIR POLLUTION CONTROL _DISTRICT (APCD): Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 p0cdcomo5sdcountv.ca.9ov (856) 586-2650). [*No stamp required if Qi Yes and Q3 Yes and 04-06 No]. The following questions are intended to identify. the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requiremerits contact APCD. Residences are typically exempt, except - those with more than one building on the property; single buildings with more than four dcvelling. units; townhomes; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. [Excludes garages & small outbuildings.] YES NO 1. 0 lxi Will the project disturb 160 square feet or more of existing building materials? 2 0 LXI Will any load supporting structural members be removed?. Notification may be required 10 working days prior to commencing demolition (ANSWER ONLY IF QUESTION I or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 4 0. 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. 5. 0 lI Will the project or associated construction equipment emit air contaminants? See the reverse side of this form orAPCD factsheet (www.sda0ed.org/info/faQts/oermits.pdf) fOr typical equipment requiring an APCD permit. 6. 0 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school hnhIn1ry Briefly describe business activities: I rieflv describe nr000sed cro'ect: Speculative Office and Warehouse (future business use not known) I 1-Irsi generation sp?culative Wnant improvements to shell building currently under contnjitiôn I! .declare _under penaltyof perjury that tothebestof myknowledgeandbelief th onses erein are true _and. _correct. Chris WOod Name of Owner or Authorized Agent Signa of Owner or Au horized Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATiON:____________________________________________________________________ BY: . DATE: / ___I EXEMPT, OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY - __OUNTY-HMD APCD : COUNTY-FIMD APCD COt.iNTY-HMD APCD in mis box only exempts businesses rrom compieting orupoatinga t-Iazarc1ous materials Lusiness I-'Ian. Other permitting requirements may still apply. HM-9171 (08/15) County of San. Diego— DEH - Hazardous Materials Division kl 191