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2810 WHIPTAIL LOOP; ; CBC2018-0321; Permit
Print Date: 04/16/2019 Permit No: CBC2018-0321 Job Address: 2810 Whiptail Loop Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed - Finaled Parcel No: 2091202500 Lot U: Applied: 06/12/2018 Valuation: $641,093.84 Reference U: Issued: 08/20/2018 Occupancy Group: Construction Type: Permit Finaled: U Dwelling Units: Bathrooms: Inspector: AKrog Bedrooms: Orig. Plan Check U: Final Plan Check U: Inspection: 4/16/2019 4:00:32PM Project Title: Description: SPEC SUITE: 13,784 SF SHELL TO OFFICE + MEZZ II REMAINING 60,010 SF WILL REMAIN WAREHOUSE Applicant: Owner: WARE MALCOMB ARCHITECTS GATEWAY PACIFIC VIEW LLC ROBERT PARK 6363 Greenwich Or, 175 4275 Executive Sq, 370 San Diego, CA 92122-5947 La Jolla, CA 92037-1466 858-638-7277 BUILDING PERMIT FEE ($2000+) $2,463.00 BUILDING PLAN CHECK FEE (BLDG) $1,724.10 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 $11,667.91 SB1473 GREEN BUILDING STATE STANDARDS FEE $26.00 SEWER BENEFIT AREA FEES - E $17,404.80 SEWER CONNECTION FEE (General Capacity all areas) $4,576.60 STRONG MOTION-COMMERCIAL $179.51 TRAFFIC IMPACT Commercial-Industrial w/in CFD $22,977.00 Total Fees: $62,143.92 Total Payments To Date: $62,143.92 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 I '-O2i Est. Value (4)t,. ONPh: t, City of 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2719 Fax: 760-602-8558 Cdisbad email: Plan Ck. Deposit buiIdingcarlsbadca.gov L Date IQ 112 www.carIsbadca.gov JOB ADDRESS -. 2810 Whiptail Loop (Bldg. A) ,Carlsbad, CA 92010 SUITE#/SPACE#/IJNIT# APN 209 - 120 - 25 - 00 CT/PROJECT # LOT # PHASE # # 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 (13,784 SF) including HVAC, Sprinkler drops, Plumbing and Electrical. Remaining Shell building to be Warehouse (60,010 SF). Shell Building is currently under construction (City of Carlsbad Permit # 2017-0433). .iXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE FIRE SPRINKLERS Warehouse Office/ Warehouse YES#. N0 J AIRCONDITIONING YESNOE YESNOE APPLICANT NAME Robert Park. PROPERTY OWNER NAME Gateway Pacific View, LLC Primary Contact .. . ADDRESS 6363 Greenwich Dr. #175 .. ADDRESS 4275 Executive Square, Ste. 370 'CIlY STATE ZIP San Diego CA . 92122 - CITY STATE ZIP La Jolla . CA 92037 PHONE . . PHONE FAX 858-638-7277 . JFAX . . 858.812-7910 . . 858-812-7930 EMAIL rpark@waremalcomb.com EMAIL chris.wood@ryancompanies.com DESIGN PROFESSIONAL Ware Malcomb . CONTRACTOR BUS. NAME Ryan Companies US, Inc. ADDRESS 6363 Greenwich Dr. #175 . . ADDRESS .. 4275 Executive Square, Ste. 310 CITY STATE ZIP . CITY, STATE ZIP San Diego . CA . . .92122 La Jolla . CA 92037 PHONE FAX . PHONE FAX 858-638-7277 . .. .858-812-7912 . 858-812-7932 EMAIL EMAIL ndean@waremalcomb.com robbie.knightryancompanies.com STATE tIC. B STATE LlC.# CLASS CITY 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, qemolish or repair any structure, piior to its issuance, also requires the applicant for such permit to file a signed statement that he.is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and ProfesCions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: I hereby affirm under penalty of pe4u,y one of the following declarations: E] I have and will maintain a certificate of consent to self-insure for wonkers compensation as provided by Section 3700 of the Labor Code, forth performance of the work for which this permit is issued. IZII have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the perforntance'of the work for which this permit is issued. My workers' compensation insurance carder and policy number are: Insurance Co. Zurich American Insurance Co . Policy No. 16535 Expiration Date 31310019 This section need not be completed if the permit is for one hu red dollars ($100) or less. Certificate of Exemption: I certify that in the perform 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 work s' Co sation coverage is unlawful, and shall sUbject an employer to Criminal penalties and civil fines up to one hundre thousand dollars (&100,000), in addition, to the cost of compensation, s d for in Section 3706 of the Labor code, interest and attorney's fees. . CONTRACTOR SIGNATURE . . DAGENT DATE p S I hereby affirm, that lam exempt from Contractor's License Law for the following reason: [] I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044; Business and Professions Code: The Contractor's License Law does not apply to an owner of property whô.builds or improves thereon, and who 'does such work himself or through his own employees, provided that such irhprovéments 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 th'at he 'did not build or improve for the purpOse of sale). [ZI I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). j. I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials fOr construction of the proposed property Imp [—]Yes l:lNo I (have! have not) signed an application torn building permit for the proposed work. '3. l'haYe contracted With the following person'(flrm) to provide the proposed construction (include name address! phone! contractors' license number): 4. I plaN to provide portions of the work, bull have hired the following person to coordinate, supervise and provide the major work (include name/address! phone contractors' license number): 5; I. will provide some of the work, butt have contract (hired) the foil wing persons to provide the work indicated (include name! address! phone! type of work): ROPERTY OWNER SIGNATURE . DAGENT DATE MM Is thee pplicant or future building occupant required to submit a business plan, acutely hazardous materials registration formor risk management,and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? (]Yes C4 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? (]Yes C4 No Is the facility to be constnictedwithin 1,000 friet of the outer boundary of a school site? C] Yes 04 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 he affirm that there is a conutruction lending agency for the performance of the work this permit is issued (Sec. 3097 (I) Civil Code). Lender's Name N/A Lenders Address Icertify that I have read the appli cation and statethattheaboveinfonnationisconectandthatthelnfonnationontheplansisaccurate. I agree to comply with all City ord inances and State laws relating to. building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA. An OSHA permd is required for excavations over 50 deep and demolition or construction of structures over 3 stones in height EXPIRATION Every permit issued by the Building Official under ons of this Code shall expire by limitation and become null and void rithe building or work authorized by such permit is not commenced within 180 days from the dale Of such permit or if th ing or ' a orized by thpermil.is suspended or abandoned at any time after the work is commenced for period of 180 days (Section 106,4.4 Uniform Building Code). ..PL!CANTS SIGNATURE ' " 2018-06-12 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: 08/06/2019 Address: 2810 Whiptail Loop Carlsbad, CA 92010 lVR Number: 11900 Scheduled Date Actual Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 12/19/2018 12119/2018 BLDG-85 T-Bar, 079337-2018 Failed Andy Krogh Reinspection Complete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready 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 12/27/2018 12/27/2018 BLDG-85 T-Bar, 079950.2018 Passed Andy Krogh Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 01/23/2019 01/23/2019 BLDG-34 Rough 081853.2019 Passed Andy Krogh Electrical 02/01/2019 02/01/2019 BLDG-Final 082894-2019 Failed Andy Krogh Reinspection Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Requires fire approval No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 02/06/2019 02/06/2019 BLDG-Final 083162-2019 Failed Andy Krogh Reinspection Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Requires fire approval 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 083286.2019 Partial Pass Andy Krogh Reinspection Inspection Complete Complete Complete Complete Incomplete April 16, 2019 Page 2 of 3 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: 08/06/2019 Address: 2810 Whiptail Loop Carlsbad, CA 92010 IVR Number: 11900 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 04/16/2019 BLDG-Final 089234-2019 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 09/14/2018 09/14/2018 BLDG-21 070099-2018 Partial Pass Andy Krogh Reinspection Incomplete Underground/Underf oar Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial top out first floor only Yes 09/17/2018 09/17/2018 BLDG-81 070202-2018 Passed Andy Krogh complete Underground Combo(11,12,21,31) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-11 Foundation-Ftg-Piers Yes (Rebar) BLDG-12 Steel-Bond Beam Yes BLDG-21 Yes Underground-Underfloor Plumbing BLDG-31 Yes Underground-Conduit Wiring - 10/03/2018 10/03/2018 BLDG-21 071940-2018 Failed Andy Krogh Reinspection Complete Underground/Underf bar Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Second floor No BLDG-Building Deficiency Partial top out first floor only Yes BLDG-24 071939-2018 Failed Andy Krogh Reinspection Complete Rough/Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency No 10/04/2018 10/04/2018 BLDG-24 072045-2018 Failed Andy Krogh Reinspection Complete Rough/Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency No 10/09/2018 10/09/2018 BLDG-24 072259-2018 Passed Andy Krogh Complete Rough/Topout April 16, 2019 Page 1 0f3 OF +'I CBC20I8-0321 CARLSBAD INS PECTION RECORD 2810 WHIPTAIL LOOP IN Building Division . ' SPEC SUITE: 13,784 SF SHELL TO OFFICE + MEZZ II REMAINING60,00SF.LL REMAIN WAREHOUSE RI INSPECTION RECORD CARD WITH APPROVED - PLANS MUST BE KEPT ON THE JOB. 21 CALL BEFORE 3:00 pm FOR NEXT WORKDAY INSPEC1EC6jDfl (jik 2091202500 21FOR BUILDING INSPECTION CALL: 76O-6O2272' 'JI' I 8120Q018 OR GO TO: www.Carlsbadca.gov/Buildina AND CLICK ON . 4 "Request Inspection" CBC2. V I 8-0321 DATE: • I - . . .. If "YES" is please call For Inspection cm 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 required email to bldginspections@carlsbadca.gov or bring in a COPY of this card times or to speak to an Inspector call 760-602-2700 between 7:30am-8:00am IF MARKEDYES-, IT IS REOUIREUPRIOR TO ANY CONSTRUCTION Inspection. to: 1635 • approvals If you have any questions are signed off- fax to Faraday Ave., Carlsbad. the day of your inspection. .i IF MARKED "YES-P APPROVAL REQUIRE : D PR I IOR TO REQUESTING BUILDING FINA, L COPY OF CARD REQUIRED Fire Prevention 11I26T6!I Allow 48 hours Planning/Landscape 760-944~8463 Allow 48 hours 160i:f:11 Call lIbefore 4.] Type of Inspectithi '. Date . Inspector Date #31 0 ELECTRIC UNDERGROUND 0 UFER #34 ROUGH ELECTRIC! EVCHARGER #33 0 ELEC SERVICE #32DTEMPORARY #35 PHOTO VOLTAIC #38 SIGNS . BLDG- FINAL Date #41 UNDERGROUND Dt1TS&PIPING #44 0 DUT& PLENUM 0 REF. PIPING • . . . #43 HEAT-AIR COND. SYSTEMS BLDG-FINAL #18 EXTERIOR LATH _Date Inspector #17 INTERIOR LATH & DRYWALL . #81 UNDERGROUND (11,12,21,31)/ BLDG-FINAL __ Eector __ In #82 DRYWALLEXT LATH, GAS TES(17,18,23) Date #83 ROOFSHEATING, EXT SHEAR (13,15) #22 0 SEWER & BL/CO 0 P1/CO #84 FRAME ROUGH COMBO (14,24,34,44) #21 UNDERGROUND OWASTE 0 WTR __________ #85 1-Bar (14,24,34,44) /2f27// ,497L #24 TOPOUT J2I'WASTE DWTR i9/9// 4.lt- BLDG-FINALOCCUPANCY / / #27 TJ4B&SHOWER PAN #23 tJJASTEST O GAS PIPING ,Z -i4I JI1 A/S UNDERGROUND VISUAL Date Inspector #25 *ATERHEATER . A/S UNDERGROUND HYDRO #28 SOLAR WATER A/S UNDERGROUND FLUSH BLDG-FINAL. , A/S OVERHEAD VISUAL Date Inspector A/S OVERHEAD HYDROSTATIC 18J #51 POOL EXCAV/STEEL A/S FINAL t 11 f #52 PLUMBING . F/A ROUGH-IN #53 ELEC/CONDUIT/ WIRING F/AFINAL ., P /77' 7ç7v!2la #54 .EQUIPOTENTIAL BOND FIXED EXTINGUISHING SYSTEM ROUGH-IN #55 PREPLASTER / FENCE/ ALARMS . FIXED EXTING SYSTEM HYDROSTATIC TEST #57 GUNITE . FIXED EXTINGUISHING SYSTEM FINAL BLDG- FINAL MEDICAL GAS PRESSURE TEST MEDICAL GAS FINAL REV 6/18 SEE BACK FOR SPECIAL NOTES .I •1 Type of Inspection .CODE 1IFBUILDIN G #11 . FOUNDATION #12 REINFORCED STEEL #66 MASONRY PRE GROUT DGROUT D WALL DRAINS #11 POURSTRIPS 411 COLUMN FOOTINGS #14 SUBFRAME 0 FLOOR 0 CEIUNG #15 ROOF SHEATHING #13 EXT. SHEAR PANELS EsGil A SAFEbui1t Coin pany DATE: AUG. 14, 2018 JURISDICTION: CARLSBAD ) APPLICANT L:I JURIS. PLAN CHECK #.: CBC2018-0321 PROJECT ADDRESS: 2810 WHIPTAIL LOOP PROJECT NAME: T.I. FOR BUILDING "A" SET: III The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. Lii The plans transmitted herewith will substantially comply with the jurisdiction's 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. LI 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 ck c/o)5e Malcomb Telephone #: 858-638-7277 Date contacted:,....— (bl) Email: rparkwarealcomb.com Mail Telephone Fax In Person REMARKS: Office T.l., 1st story + mezz. (13,784-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 r EsGil A SAFEbuUfCon'pany DATE: JULY 24, 2018 JURISDICTION: CARLSBAD LI APPLICANT LI JURIS. PLAN CHECK #.: CBC2018-0321 PROJECT ADDRESS: 2810 WHIPTAIL LOOP PROJECT NAME: T.I. FOR BUILDING "A" SET: II 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. PLEASE SEE ATTACHED 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 c/o Ware Malcomb Telephone #: 858-638-7277 Date contacted..:.,144 (by:,,) Email: rpark@warealcomb.com Mail Telephone Fax In Person REMAR : ice T.I., 1st story + mezz. (13,784-s.f.) is under this permit. By: ALl SADRE, S.E. Enclosures: EsGil 7/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD CBC20 18-0321 JULY 24, 2018 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. PLANS Please add 1r3 to the wall types, on Sheet A8.A.1, as called out on the floor plans. [i.e., add Wall Type R, to the wall types, to cover 1r3, 1r4, etc., on plans]. Where are Sheets A8.C.1, A8.C.2, A8.C.4, etc., as called out on Sheet A2.A.1? 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. c EsGilV/0 A SAFEbuittCompany DATE: JUNE 21, 2018 U APPLICANT JURIS. JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2018-0321 SET: I PROJECT ADDRESS: 2810 WHIPTAIL LOOP PROJECT. NAME: T.I. FOR BUILDING "A" 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 contacted: 9 (7-I ((by-J Email: rpark(äwareaIcomb.com <~~ ~aiii ~Teieph~one Z Fax In Person REMARKS: Office T.l., 1st story + mezz. (13,784-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 CBC2018-0321 JUNE 211, 2018 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2018-0321 PROJECT ADDRESS: 2810 WHIPTAIL LOOP AREA = 13,784; CONSTRUCTION = V-B; OCCUPANCY = B; HEIGHT = NO CHANGE; STORIES = ONE + MEZZANINE; SPRINKLERS = YES; 'SCOPE OF WORK = T.I. (1ST FLR. & MEZZANINE); DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL: 6/14 JUNE 21, 2018 REVIEWED BY: ALl SADRE, S.E. FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. GENERAL Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil 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 CBC2018-0321 JUNE 21, 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 PLANS Show a level area, or landing, per Section 11 B-404.2.4: a) ~!60" in the direction of door swing. Please revise detail 1/M.A. I to show 5'-O" clear, versus 4'4 1" as noted, outside door 104-A. Similarly, on the other side & for the mezzanine floor. Please add 1 P3 to the wall types, on Sheets A2.A.1 & A2.A.2, as called out on both floor plans. Walls and soffits within enclosed usable spaces under enclosed & unenclosed stairways shall be protected by 1-hour fire-rated construction. Section 1011.7.3. Please remove the NOT FOR CONSTRUCTION" stamp on plans. I.e., see Mechanical plans, etc. 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 8581560-1468, 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 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 watt 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 CBC2018-0321 JUNE 21, 2018 [DO NOT PAY - THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2018-0321 PREPARED BY: ALl SADRE, S.E. DATE: JUNE 21, 2018 BUILDING ADDRESS: 2810 WHIPTAIL LOOP BUILDING OCCUPANCY: B; V-B/SPR. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) T.I. 13784 Air Conditioning Fire Sprinklers TOTAL VALUE 641,094 Jurisdiction Code fCB IBY Ordinance I 1997 USC Building Permit Fee V 1997 UBC Plan Check Fee V Type of Review: El Complete Review o Structural Only 0 Repetitive Fee Repeats El Other Hourly Hr. @ * EsGil Fee I $1,404.061 Comments: Sheet 1 of 1 WARE MALCOMB architecture I planning I interiors I branding I civil Plan Check Response Comments Date: 2018-08-06 Project Name: Pacific Vista Commerce Center Building A To: City of Carlsbad Building Department Project No.: CBC2018-0321 From: Ware Malcomb Esgil: Plans: All wall types lr_ have been added to detail A8.A.1. 'C' sheets were a typo. Plans now show correct designation 'A'. Additional Changes: ADT summary has been updated to reflect current uses. Joint filler specified on finish plans. Keynote #504. Clarified window shade cover specification on finish plans under WS-1. AUG 0 62018 Shifted shared plumbing wall on sheet A6.A.1. Added notes to door hardware on sheet A7.A.1. CITY OF 6 Modified roof curb to match approved Bulletin #3 shell HVAC roof curb deillLD I DV 6363 Greenwich Dr #175, San Diego, CA 92122 P. 858.638.7277 F 858.638.7506 8.3.2018 PAGE 1 WARE MALCOMB architecture I planning I interiors I branding I civil Plan Check Response Comments JUL 172018 CITY OF CAR'S Date: 2018-07-12 ProTeEaneG Dl ista Commerce Center Buildii A To: City of Carlsbad Building Department Project No.: CBC2018-0321 From: Ware Malcomb Planning: Zoning: See added section on sheet AO.A.5a which line of sight from Faraday Ave. Parapet and screen trees prevent visibility of any rooftop equipment. See Building A parking summary breakdown of each use on sheet AO.A.5. Total is shown for entire site after all breakdowns. Total parking required shown as 609 spaces, total parking provided shown as 728 spaces. Additional Comments: Total square footage summary has been adjusted to show the square footage being permitted on the shell. Total square footage is ±403,503 SF. Required total parking has been adjusted on sheet AO.A.5 and is now shown as 609 spaces based on adjusted square footages. 728 spaces is what is being provided. Building A has been broken down to show the uses and square footages of each on sheet AO.A.5. Line of sight has been added on sheet AO.A.5a to show screening by screen trees and parapets from Faraday Ave. Esgil: Plans: Dimension has been corrected to show 5'-0" clear on sheet A6.A.1. All 1p3 walls have been relabeled to 16. See sheet A2.A.1. Door 101-A has been removed and space below lobby stairs is no longer usable. IT Closet 113-A has been modified with rated walls and rated hard lid. See sheet A2.A. 1. "Not for Construction" stamp has been removed from plans. Energy: All demisina on first floor are full heiaht to underside of mP77lnirlP dark Mc77nin %A,IIc efrf mf - -, walls - - - -- -- are full . -............. ....... .... I I'..a_t_.a 11111,... VVUIII.J .flL1l I. LII. 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.A.1 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: See added keynote #154 for maximum occupancy sign location on sheet A.1.A.1. See sheet E1A & E2A for added notes on existing shell emergency lighting at landings. See general note #8 sheet A7.A.1 for panic hardware locations at existing exterior egress doors. A-3 occupancy has been added to sheet AO.A.1. 6363 Greenwich Dr #175, San Diego, CA 92122 P. 858.638.7277 F 858.638.7505 7.16.18 PAGE 1 WARE MALCOMB architecture I planning Interiors I branding I civil 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.A.0 to no longer penetrate roof. Mechanical: Bypass damper (BD-1) has been removed for Zone Damper Schedule on sheet MO.A.2. Bypass duct and bypass damper (BD-1) has been removed from HP-A8 on sheet M2.A.1. Return ductwork for HP-A4, HP-A5, HP-A7, HP-A8, and HP-A9 have been reduced by consolidation return registers to decrease cost on sheet M2.A.1. Existing warehouse exhaust fans have been shown as reference on roof plan on sheet M2.A.2. Electrical: See sheets E1A & E2A for recounted "G" and "GE" fixtures and updates. See sheets E1A & E2A for added photocell to "G" and "GE" descriptions. Existing lights now marked as demo on sheet E2A where demising occurs. Emergency warehouse lighting added/removed based on proposed egress on sheet E2A. Title 24 forms have been revised on sheets E7A and E8A to show revised 2x4 specification. 6363 Greenwich Dr #175, San Diego, CA 92122 P 858.638.7277 F 858.638.7506 7.16.2018 PAGE 2 I WISEMAN+ROHY STRUCTURAL ENGINEERS A. I1 SUPPLEMENTAL STRUCTURAL CALCULATIONS FOR Pacific Vista Commerce Bldg AB, & C Ti S Carlsbad, CA July ii, 2018 W+R Job #17-013.04 9915 Mira Mesa Blvd. Suite 200 San Diego, CA 92131 TEL. (858) 536-5166 WRENGINEERS.COM C A& 0 *-fto,ø- 03a1 W1SEMAN+ROHY Structural Engineers PROJECT: PVCC Ti LIGHT GAUGE BOX BEAM DESIGN = LOCATION: Bldg C Demising Wall December 2013 JOB NO: 17-013.04 6/1912018 08:09:14 Sectiots ... 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 ly By NAy Box Height 11.250 in Tracks: 0.0451 0.473 1 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 I DL = 1 1 240 LL=L/ 360 TL= L/ 240 Wind = L1 240 xO.7=Lf 168 Dead Load = 120 pif 1200 pounds Live Load = 0 p11 0 pounds Wind = 43 pif(ASD) 430 pounds Length = 20 feet Screws: # 10 Top Track Turned Up? Y (Y If N) Allowable Shear = 263 pounds! screw in 18 gauge steel VERTICAL FORCES: N.A. vert = 6.187 in (from top) 5.063 in (from btm) I vert = 39.803 In S vert = 6.433 in3 V max = 1200 pounds Q top track= 2.404 in3 Q btm track= 2.326 In3 qVQIk 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 Moment IVIDL = 72.0 k-In MLL = 0.0 k-In MTL 72.0 k-in fb = 11.2 ksl <0.6 Fy min OK .Sier V = 1200 pounds Avert= 0.902 in f= 1.33 ksi HORIZONTAL FORCES: N.A. horiz = 4.000 in I horlz = 25.254 In Shoiiz= 6.314 in Vmax= 430 pounds Q side studs = 2.334 in3 q =VQ/1 = 39.7 lb/in Use 2 # 10 Screws at 13.24 in o.c. Wind deflection = 0.207 In = L / 1158 OK MWIND = 25.8 k-in fb = 4.1 ksi <0.6 Fy mlri OK b-COMBINEOX&Y = 15.3 ksi <0.6Fymin OK rakbz.antál:brrf V= 430 pounds A horiz = 0.722 ifl = 0.60 ksi 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 40% - 50% Length , 7.26 ino.c. I 9.01 ino.c. 12.09 ino.c, 18.14 in 0.0, I 36.28 lno.c. .WISEMAN + ROHY STRUCTURAL ENGINEERS BY ________ DATE _______ PROJECT ______ _________________________ SHEET NO. _______ OF Joe NO, !-O75.c9i •• 4 L 9) '3d (' - • 3 c ! - to i -- -••-••- -•--••• -•..• •-.: Z)( .DesIgn .. Sectloli Th7ckrsss (al) Area (in' ) Wolit (Ibfft) , lx $x R (in') (ln' n) ly en'). Ry ().. "ffec Ixo Sxe Mal Mad Vag (In') :(l)•: (In-k) .(ifl' .•.() Vanet (lb) "H.., JxI000 TàaI,Props.. Cw Xo m Ro (i. in) 6008200-33 0.0346 33 0.379 129 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 2.855 0.740 51,6 800S200-43 .0.0451 33 0.492 1.67 2.683 0.894 2.335 0.268 0.739 2.683 0.673 17,24 15.39 1416 1240 0.334 2.033 -1.446 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 24,072 22.07 2739 1890 0.655 2.493 -1.432 0.887 2.829 0.744 48.9 600820054 .0.0566 60 0.613 2,09 3:319 1.106 2.327 0.328 0.732 3.319 1.015 30.40 27.3.8 2823 . 1947 0.655 2.493 -1.432 0.881. 2.829 0:744 41.0 6008200-68 0.0713 32 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 6008200-680.0713 60 0.764 2.60 4.101 1.367 .2.316 0.400 0.723 4.101 1.317 43.712 39.69 5350 2879 1.295 3.047 -1.415 0.878 2.809 0.746 .39.3 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 48.9 600S200-97 0.1017 ' 50 1.067 3.63 5.612 1.871 2.293 0.530 0.705 5.612 1.671 64.531 63.67 10472 3805 3.679 4.080 -1.378 0.859 2.767 0.752 38.3 6008200418 0.1242 33 1.283 4.36 6.841 2.214 2.275 0.611 0.690 6.641 2.214 53,052 53.05 0267 2391 6.595 4.753 -1.351 0.845 2.735 0.158 46.1 6008200 118 01242 50 1.283 4.36.6.641 2214 2275 0.611 0.696 6.641 2.214 76442 7844 12526 3622 6,596 4763 1351 0845 2.736 6.756 376 600S250-43 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 600S250-54 0.0566 33 0.970 2.28 3.819 1.273 2.388 0.562 0.917 3.819 1.159 22.90 21.90 2739 1890 0.715 4.194 4.880 1.129 3.163 0.654 62.3 6003250-54 0.0566 50 0.670 2.28 3.819 1.273 2.388 0.562 0.917 3.786 1.069 32.00 28.71 2823 1947 0.715 4.194 -1.860 1.129 3.163 0.654 50.5 6008250-68 0.0713 33 0.836 2.84 4.727 1.576 2.378 0.688 0.908 4.727 1.508 32.82 2 31.50 4347 2339 1.416 5.145 4.842 1.119 3:142 0.656 59.2 6003250-68 0.0713 50 0.838 2.84 4.727 1.576 2.378 0.688 0.908 4.723 1.386 41.49 39.07 5350 2879 1.416 5.145 .1.842 1.119 3.142 0.656 50.4 6008250-97 0.1017 33 1.169 3.98 6.496 2.165 2.357 0.923 0.809 6,495 2.161 48.812 48.91 6911 2512 4.030 6.947 -1.803 1.100 3.098. 0.661 58.0 600S250-97 0.1017 50 1.169 3.98 6.496 2.165 2.357 0.923 0.889 6.496 2.083 69.382 66.81 10472 3805 4.030 6.947 -1.803 1.100 3.098 0.661 473 66M250-118 01242 33 1.407 479 7.713 2.571 IM 1,075 0874 7.713 M71 59582 5959 8267 2391 7.234 8.142 -1175 1.086 3,666 0.665 573 600S250-118 0.1242 50 1.407 4.79 7.713 2.571 2.342 1.075 0.874 7.713 2.498 85,922 86.83 12526 3622 7.234 8.142 -1.775 1.085 3.068 0.665 46.8 600S300546,6566 33 0726 247 4.319 1.440 2.439 0875 1098 4.269 1,211 2393 2280 2739 1890 0.775 6.452 2299 1372 3527 0.575 728 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 -2.299 1.372 3.527 0.575 59.1 6008300 60 00713 33 0,907 309 5.354 1.786 2.430 1.075 1089 6.344 1.581 31.23 3088 4347 2339 1.537 7.937 2260 1 363 3.505 0,677 728 600S300-68 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 600S300 97 01017 33 1271 432 7,381 2460 2410 1.454 1070 7,38t. 2352 52072 52.49, 6911 2512 4,381 10 776 2241 1.345.. 3461 0581 668 6008300-97 0.1017 50 1.271 4.32 7.381 2.460 2.410 1.454 1.070 7.280 2.247 67.28 84.67 10472 3805 4.381 10.116 -2.241 1.343 3.481 0.581 58.8 6005300-118 01242 33 1.5 31 5 21 8785 2.928 2395 1 704 1055 8706 2 840 64292 6620 8267 2391 7.872 12663 2.212 1 328 3.427 0583 681 600S300-118 0.1242 50 1.531 5.21 8.785 2.928 2.395 1.704 1.655 8.713 2.797 94.242 90.37 12526 3622 7.812 12.683 -2.212 1.328 3.427 0.583 55.3 6003350 54 0.0666 33 0.825 281 5022 1674 2467 1.491 1.344 4.911 1:452 2870 2798 2739 1890 0881 12942 3037 t787 4137 0461 91 8 600S350-54 0.0566 50 0.825 2.81 5.022 1.674 2.467 1.491 1.344 4.721 39.67 36.56 2823 1947 0.881 12.942 -3.037 1.187 4.137 0.461 74.4 6008350 68 00713 33 I 032 351 6,237 2.079 2459 1.841 1336 6237 1,949 3850 3763 4347 2339 1748 15968 3018 1777 4115 0462 918 6008350-68 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 15.968 -3.018 1.177 4.115 0.462 74.4 6009356-97. 01017 33 1.449 493 8.631 2.577.2.441 2.518 1318 8631 2,822 61552 8249 6911 2512 4994 21 811 2979 1757 4071 0.464 876 6005350-97 0.1017 50 1.449 4.93 8.631 2.977 2.441 2.518 1.318 8.631 2.593 77.64 78.36 10472 3605 4.994 21.811 -2.979 1.757 4.071 0.484 74.4 6008350-118 01242 33 1.749 595 10.304 3.435 2.428 2.478 005 10 304 3.435 76.392 7640 8267 2391 8.990 25.791 2951 1.742 4.038 0466 869 600S350-118 0.1242 50 1.748 5.95 10.304 3.435 2.420 2.978 1.305 10.304 3.268 108.43 2 107.66 12526 3622 8 .9 90 25.791 -2.951 1.742 4.038 0.466 70.6 800S137.331 0.0346 33 0.388 1.32 3.198 0.799 2.073 0.073 1 0.435 1998. 0.622 12.30 .10.71 474 474 , 0.155 0.957 -0.696 0.460 2.987 0.946 32.5 800S137-43 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 -0.687 0.454 2.978 0.947 32.2 806S13754 00566 32 0.627 213 5.110 1.277 2.865 0.112 0,423 6.077 1179 2329 2174 2091 2091 0.670 1.478 0676 0.448 2964 0.948 320 8008137-54 0.0566 50 0.627 2.13 5.110 1.277 2.855 0.112 0.423 4.974 1.083 32.42 28.47 2091 2091 0.670 1.478 -0.676 0.448 2.964 0.948 25.9 800S137 68 0.676 33 6.782 266 6.303 1.676 2,839 0.134 0,414 6303 1,541 3045 2975 4221 3367 1,325 1.789.0.661 0,440 2 944 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 1.709 -0.861 0.440 2.944 0.950 25.6 800S137-97 0.1017 33 1.093 3.72 8.697 2.149 2.806 0.169 0.394 8.597 2.149 53,092 5309 843.. 4824 3.767 2.349 -0.630 0.423 2.902 0.953 27.6 8003137-97 0.1017 50 1.093 3.72 8.597 2.149 2.805 0.169 8.394 8.597 2.149 64.35 63.91 10885 5938 3.767 2.349 -0.630 0.423 2.902 0.953 25.0 800S137-118 0.1242 . .33 1.314 4.47 10.147 2.537. 2.779 0.188 0.378 10.141 2.537 . 65.14 . 65.14 11341 4971 6.755 2.694 -0.608 0.411 .2.870. 0.955 26.6 8008137-118 0.1242 50 1.314 4.47 10.147 2.537 2.779 0.188 0.378 10.147 2.537 95.56 95.56 16235 7115 6.755 2.694 -0.608 0.411 2.870 0.955 21,9 8003162331 00346 33 0413 141 3.582 08962-943 0125 0.550 3.384 0710 14.6 1261 474 474 0.166 1630 0936 6.607 3137 0911 401 800316243 0.0451 33 0.537 1.83 4.63 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 3.120 0.912 39.8 -9011 U-50 0.0566 33 0.670 2.28 1.434 2.927 . 0.194 0.539 5.792 1.334 26.36 .24.98 2091 2091 0.715 2.539 . -0.914 '0694 3.113 0.914 39.6 80 S 62-54 0.0566 50 0.670 2.28 5.736 1.434 2.927 0.194 0.539 5.800 1.229 36.79 32.81 2091 2091 0.715 2.539 -0.914 0.594 3.113 0.914 32.1 8003162-68 0.0713 33 0.836 2.64 7.089 1.772 2.913 0.235 0.530 7.089 1.737 34.32 33.84 4221 3367 1.416 3.093 -0.899 0.586 3.094 0.916 39.3 6008162-68 0.0713 50 0.836 2.84 7.089 1.772 2.913 0.235 0.530 7.070 1.663 49.80 45.11 4221 3367 1.416 3.093 -0.899 0.586 3.094 0.916 31.9 800S162-97 0.1017 33 1169 IN 9.713 2.428 2.883 0.305 ' 0.510. 9.713 2.428 58.272 58.27 8643 4624 4.030 4.114 -0.866 0.568 3.053 0.919 35.1 800S162-97 0.1017 50 1.169 3.98 9.713 2.428 2.883 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 2.060 0.345 0.496 11.504 2.876 71,472 71.47 11341 4971 7.234 4.766 -0.842 0.556 3.022 0.922 34.1 8008162-118 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 4.768 -0.842 0.556 3.022 0.922 28.0 000S200-33' 0.0346 33 0.448 1.52 4.096 1.024 3.023 0.227 0712 4.096 0.616 16.12 14.52 474 . 414 0.179 2.971 -1.288 0.817 3.363 .0.853 50.6 8008200-43 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 0.395 3.797 -1.277 0.811 3.353 0.855 50.3 8008200-54 0.0566 33 0.726 . 2.47 6.513 1.643 3.009 0.357 0.701 6.573 1.643 35,752 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 8003200-68 0.0713 33 0.907 3.09 8.140 2.035 2.996 0.435 0.692 8.140 2.035 45.291 41.79 4221 3367 1.537 5.712 -1.248 0.796 3.319 0.859 47.0 800S200-68 0.0713 50 0.907 3.09 8.140 2.035 2.996 0.435 0.692 8.140 1.964 65.21 2 54.70 4221 3367 1.537 5.712 -1.248 0.196 3.319 0.859 38.4 8003200-97 0.1017 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 3.278 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 2.801 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 0.784 3.247 0.866 44.6 8008200418 0.1242 50 1 1.531 5.21 13.216 3.329 2.949 0.665 0.659 13.316 3.329 117.952 117.55 18235 7115 1 7.872 8.981 -1.186 0.784 3.247 0.866 1 36.5 'Web height-to -thickness mtto exceeds 200. Web stiffeners are requiredat all suppottpornts and concentrated loads. 'Allowable moment Includes cold work of forming. See reb/e Notes on page?. WISEMAN+ROHY STRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS FOR Pacific Vista Commerce Bldg AB, & C TI Carlsbad, CA June 11, 2018 W+R Job #17-013.04 (9 z z LU LU C-) . 0 , '-' 00 r '- i -J LL II C/) N<- (0 9 LL LU C) CO QO2 UJO COQQ OciCoo 9915 Mira Mesa Blvd. Suite 200 San Diego, CA 92131 TEL. (858) 536-5166 WRENGINEERS.COM Unit Anchorage FEE WISEMAN H- ROHY STRUCTURAL ENGINEERS 19 h uml~ no NWN no no Nino mEmEmmmo mmmmmm"'p [1fluIUU I IiTh2flIFJiIJ[ UhIEIUIllJDUhJU IIIIIHhI MENEM ElUUElUUEUU flhlfltlflflhlrlua UEIIIIiEHIHIJUO DIJUhltIUDilUD UUflHUUHUND DUDUtIDDUOt I DflHUflI1DUU unn un"nnuii uunnnurmt unununnun: ninutiuuuu: UUDUDUUDUU BflhIUUilhJUIE 1100000000D flOaEflflNDfl [T1i1 CIC1L SCHEDULES i PACIFIC VISTA COMMERCE CENTER 11 IIIIn httll I I BUILDING A I ii WI-IIPTAJLLOOPW. IF II CARLSBAD, II UDDDDDI oil I I soul 0=000011 11111111 0 : 000 I I MEC1MUCALSCHDULE3 I PACIFIC VISTA COMMERCE CENTER BUILDING B WRIP1L LOOP W, CARLSBAD, CAUFORNLA - ftl J CAUTION: IF THIS SHEET IS NOT 3 -- ii' • A' .m:. !11 Wa G I ZONE/BYPASS DAMP SCHWLE I1 ' — iCMfl PaZ ThIIAL UU DlM .r WV& - (V mm mmc (9.-mm mmma ( mm mm A RThUCED PRI M w 0 w C) I W o o (I) > C) U- 0 I BLDG C LM02 .. . ....... .. 11 .3 11 lob -. hI isz 12: h '9 I MECHANICAL ROOF PLAN PACIFIC VISTA COMMERCE CENTER I BUILDING A I V(HIPT.JL LOOP W. I— CARLSBAD. CALIFORNIA 9 ( I j1MMHMICAL ROOF PLAN PACIFIC VISTA COMMERCE CENTER BUILDING II II wII 11ri WHIPTAIL LOOP W. II I I I I I CARLSM. CAFORN II IM IF THIS SHEET IS NOT 3C A REDUCED PRINT GENERAL NOTES KEY NOTES w I- z w 0 w ~ W C) c- , - LL I- C') > () 0 NOT FOR CONSTRUCTION pq MECHANICAL ROOF PLAN -J 8 WISE MAN ± RO H Y EQUIPMENT SEISMIC ANCHORAGE PROJECT: PVCC TI STRUCTURAL ENGINEERS (2015 IBC /2OI6CBC/ASCE7-10) LOCATION: HP C7 Version 1.00 JOB NO: 17-01304 6/11/2018 16:02:4 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 Ss= 0.751 Total Weight 1150 Ib(W) l = 1.0 . #Anchors on long side (10 max)= 4 (24.6 moo) 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 = B Horizontal Component (LRFD) Anchor Layout Fpx 0.4 () (i)(S)(W) (i + 2) 0.376 Wp MIN 03 (SDs) (l) (W) = 0.225 Wp ° ix = 1.6 (S) (l) (Wp) = 1.202 Wp 0.376 W .........Z4_........4g.. .... ..........6.. .12') Vertical Component (LRFD) . . ±02 (S) (W) = 0.1502 W . ., ........ Anchorage Calculations: Strength Level Forces: ASD Level Forces: F= 0.376 W, = 431.8 lb F 1= 0.263 W = 302.3 lb 0.150 W = 172.7 lb Fpz= 0.105 W = 120.9 lb Critical Angle = I) degrees Critical Angle 0 degrees M0 * HT = 13818 lb-in MOT= F * FIT = 9673 lb-in MR= (0.9-Fpz) * Wp x * L = 19832 lb-in (at critical angle) MR (0.6-F2) * W, * L = 13089 lb-in (at critical angle) (MOT MR) = 0 lb-in (at critical angle) MNET- (MOT -MR) = 0 lb-in (at critical angle) Tu= 0. lb Tension 1 Anchor (worst case anchor) TASD = 0 lb Tension (Anchor (worst case anchor) V 54 lb Shear! Anchor (all equal) 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. (c \\wREsERvER\Engi nee ring\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. Allowable Screw Connection Capacity (lbs) 86 Screw oScrew 41 Scre. ' isI2Seisv !1 Screw . Fy Fu .,!be). (Pas= 1644 Il, PIs1158 Jbs) (Pss 643 lbs Pts419 Ib$ (Pss= 1278 Ibs, Pts - 596,Yield (Paso 2330 lbs Pts 2325 Ibs) )Pss 3048 lbs, Pts 3201 Ibs) ii (MI Th r'fl (ksi 0138 dia 0272 Head 0164 dla 0272 Head 0190 dia 0340 Head 0215 dla 0340 Head 0250 dla 0409 Head Shear Pull-Out PuIvor Shear Pull-Out PulOver Shear P, 't PuS-Over Shear Pullut Pull-Over Shear PuIlul Pull-Over 18 0.0188 33 33 44 24 84 48 29 - 84 52 33 105 55 38 105 60 44 127 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 45 151 214 61 79 140 140 164 244 72 94 195 177. ,.8iL.. 265 188 95 265 203 'Th 1' 195 263) (109 345 280 124 345 302 144 415 54 0.0566 33 45 214 100 140 344 118 185 70 17" 388 394 186 433 424 180 521 68 0.0713 33 45 214 125 140 426 149 195 823 173 386 557 196 545 600 227 656 97 0.1017 33 45 214 140 140 426 195 196 548 246 386 777 280 775 11016 324 936 118 0.1242 33 45 214 140 140 426 M 195 548 301 388 m 342 1 775 1,016 396 1 U67 54 0.0566 50 65 214 140 140 426 171 195 534 198 386 569 225 625 613 261 752 98 0.0713 50 65 214 140 140 426 195 195 548 249 386 777 284 775 866 328 948 7 0.1017 50 66 214 140 140 428 195 195 548 356 386 777 405 775 1,016 468 1,067 lB 0.1242 50 65 214 140 14D 426 195 195 548 1 W6 1 386 m 1 4Q4 775 j 572 1.067 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 0.035' 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 Design F'Ied YF - Fillet Welds Flare Groove Welds (Mils) Thickness Tensile (lcsi) LonGItudinal Transverse Longitudinal Transverse 43 0.0451 33 45 499 864 544 663 54 0.0566 33 45 626 1084 082 832 68 0.0713 33 45 789 1365 859 1048 97 0.1017 33 45 1125 -' 54 0.0566 50 65 905 1566 985 1202 68 0.0713 50 65 1269 _T 1140 1972 1241 1514 97 0.1017 50 65 1269 1269 - 'Weld capacity for mater/Cl thickness greater (lien 0, 10requ/n's eng/neer/09j(Idgment to determh're leg of welds, Wi end W2. Dimensions 10 UNIT DIMENSIONAL DRAWING - UNIT SIZES 04-06 Q. til • - IIui I F ----I 12 UNIT DIMENSIONAL DRAWING - UNIT SIZES 04-06 (cont) H: pup 0 Ej 10 - 1IIIOEOH - OEM- REMO 01 0 U 13 11 ROOF CURS ACCESSORY 8 110TES. I. ROOF ROACCESSOKY IS SRIPPED OI$ASNEMRI.EO. CORRECTOR POlO GAO CO ECTIO4I TYPE GAS F1171145 P01808)011800 I CONTROL WIRING I ACOFSSORVCOEEIORENCE 00 .188 PANELS 25.4 )1 7811. POLWJSETHNIE P0404, 4.8.8 I1.3881858801w. I FITtiNG I 011 EPERINO CONNECTOR CRRFCUFMOtMI (J 3, IDMEPISIOlIS IN) JARS IN MIWMETERS. ROOFCUPBI 18 1SF 5780.. I CRETREASI I aPi, I I 04K CURS 314' rIO] ATTACH DUCTWORK TO CURS24'. (FLANGED OF DUCT REST ON CUR8JI I Sri' 1191 RET I i' 113.71 RET 1,2' 112.7) OPT CRRFCURBOO2AO1 815) 6. SERVICE CLEARANCE 4 FEET ON EACH I. DIRECTOR OF AIRFLOW. COST 00491 ThRU THE BOTTOM 112' (Iii) OPT I 0. CONNECTOR PACKAGE CRBIMPWROQIAQI IS FOR TNRLI-ThC-CURB GAS TYPE PACKAGE CRBTMPWR553AOI IS FOR TIIRU-THE-0O1'FOM TYPE GAS 0000ECTION2. 144.8) 5.42' 1137.7) 11.04' S3.8I - J24 II 380(250.91 WIDE INSULATED 03108 PAN N 1 = _____ 1 21.75' 100.5 "I ___________ SE14'017 .8)EEDE 0 INSULATED DECK PANEL 72801 7S.ar [1600,2) -- 14847 ("Al SECTOR E-E 50*12' 5.050 GAS SEMCEPLATE ___ [4271 INSIDE YPRUTIISCURB \ I 001.310 EE NOTE - 2-384' C 2' 180.0] 50 ASSEMBLY (IF REQUIRED) RETURN AIR (SEE IlOTERS) (5,18' ØIOIO'(44O] - ""J• OPSNING 0058] 3.00 II P 10647) 14,00' SUPPLY AIR 1607 D 0006490 DETAIL SUPPLYAIR RETURN AIR 2 J 1484' (44.71 - 1.75' . 18I8 (75.2] 13.7S• 5655 8' (184EEJEDWIThC4440 '' \ 40.OF 1358.51 OUCO_5"I CAJ_(4) SIDES L)FIaoDUppuEo) ) 0'7-315 11033.01 (1711.3) (OSLO SUPPLIED) 31.13/14' . 0 FISUPPCK FELT SE VIEW '8" OSVPPtAID( CERTIFIED DRAWING 15' ,,,,,_r•••ROOFI44G STRIP CIFIELD SUPPLIED) :MFI 000008446/SORE 111.5 © NO MATERIEL PRODUCTION (FlEW SUPPLIEDI ,_.7- 18/0111801184'058100 P00/8574550 L._,J I000IIPICESRI. ,t I RSfll00pIStomsaas 0718 Al INSULATION 1041718 CURB ASY, ROOF (7)0.0 W8EO) - ALL DIM. 51 3/4' WAS F-7 7/8/1854. T.20& Y2 _______ See RE I0TT5IRE 1R O PISLD SUPPUED WAS D73 6RlO , - 1057054 5555111. 8080511- I - D B 1)0154 CURS J I • I _________ NN l MISC 13 WISE MAN -+- RO HY EQUIPMENT SEISMIC ANCHORAGE PROJECT: PVCC TI STRUCTURAL ENGINEERS (2015 IBC /2O16CBC/ASCE7-10) LOCATION: HP C9 Version 1.00 JOB NO: 17-013.04 6/11/2018 16:03:33 EQUIPMENT ANCHORAGE PER ASCE 7-10 13.3.1 2.5 Equipment Weight = 1260 lb Length (long side) (@ anchors) = SB in R = 6.0 Curb Weight = 130 lb Width (short side) (@ anchors) = 59 in SOS = 0.751 Total Weight 1390 lb (Wp). 1p = 1.0 #Anchors on long side (10 max)= 4 (29.3 in oc) 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 (HT) Total Anchor Points = 8 Horizontal Component (LRFD) Anchor Layout 4 Si 12 - ----h 6 - - ------ - ---T --r -* 0.4 ( ~P-) (Q (S.5) (WP ) (1 + 2 ~Z) 0.376 Wp RP MN = 0.3 (Srs) (lu) (W) = 0.225 Wp Fpx MAX = 1.6 (Srs) (l) (W) = 1.202 Wp 0.376 W,, Vertical Component (LRFD) F,,= ±0.2 (S) (W) = 0.1502 W Anchorage Calculations: Strength Level Forces: ASD Level Forces: F= 0.376 W = 521.9 lb Fpx= 0.263 W = 365.4 lb F= 0.150 W = 208.8 lb F1 0.105 W, = 146.1 lb Critical Angle = 0 degrees Critical Angle = 0 degrees MOT HT = 17224 lb-in M0 * HT 12057 lb-in MR (0.9-F) * W' LX = 30746 lb-in (at critical angle) MR= (0.6-F) W * L = 20292 lb-in (at critical angle) MNEJ-= (MOT -MR) = 0 lb-in (at critical angle) MNEr (M01 - MR) = 0 lb-in (at critical angle) Tu= 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 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. \\WRESERVER\Engineering\Projects\17\17-013 Pacific Vista Commerce Center\Calculations\1.7-013,04 TI\2016 CBC - Mechanical HP C9 'N 14 Dimensions (cont)PP cl UNIT DIMENSIONAL DRAWING - UNIT SIZES 07-08 J ! iI L - : IL L F FEE PHI - I r - [ TH - '---Ii- - \ Rig Li ~ 0 16 MU' p1 IOU IOI COUIITUTO TOSsTta1 c. - &OUPTA OF caluci. . 310)10)1)10 UNIT WEIGHT IS WITHOUT ELECTRIC HEAT AND ItIH051 PACONOIRT. FOR ST/FOR OPTIONS ARID ACCESSORIES. REFER 10 THE PRODUCT DATA CATALOG. CORNER A 1 CORNEA R 0 CORNER D 1• CORNER C z ( 0 -4 00 r 11 FRONT FTC CLASSIFICATIOTU SHEET I (ATE SUPERCEICS I 509CR 01—OS SINGLE ZONE ELECTRICAL I NOV I u.s. £CCN:IlSR 2 GE 2 09/28116 I 05/01/19 I NEHIPURIP A 9—moo 06 l(1T0 Anchor Layout 16 WISEMAN 4- RO H Y EQUIPMENT SEISMIC ANCHORAGE PROJECT: PVCC TI STRUCTURAL ENGINEERS (2015 IBC/2016C6C/ASCE7-10) LOCATION: EFCI Version 1.00 JOB NO: 17-013.04 6/11/2018 16:04:C EQUIPMENT ANCHORAGE PER ASCE 7-10 13.3.1 2.5 Equipment Weight = 50 lb Length (long side) (@ anchors) = 26 In Rp = 6.0 Curb Weight = 20 lb Width (short side) (@ anchors) = 28 In Sos = 0.751 Total Weight = 70 lb (W) 15) = 1.0 . # Anchors on long side (10 max) = 0 (-28 in oc) Z = 30 ft (equip ht) # Anchors on short side (8 max) = 2 (9.3 in oc) h = 30 ft (roof ht) Top of Curb to COG = 12 in (not counting corners at short sides) Curb Height = 12 in Total Ht to COG = 24 in (HT) Total Anchor Points = 4 Horizontal Component (LRFD) F = 0.4 (aP)(1,)(S.,)(W,)(1+2z 0.376 Wp P F5) MIN = 0.3 (Sos ) (lv) (W5)) = 0.225 Wp F5) = 1.6 (Sos)(lp) (W5)) = 1.202 Wp F5)= 0.376 W, Vertical Component Foz= ±0,2 (Sos) (W P)0.1502 W Anchoracie Calculations: Strength Level Forces: ASD Level Forces: F5)= 0.376 W = 26.3 lb F0, 0.263 W, = 18.4 lb F5)= 0.150 W = 10.5 lb F5)1 0.105 W, = 7.4 lb Critical Angle 0 degrees Critical Angle = 0 degrees MOT= FPX * HI = 631 lb-in MOT= F. * HT= 442 lb-in MR (0.9-F5)) * W * L. = 245 lb-in (at critical angle) MR (0.6-F) * Wp * L. = 162 lb-in (at critical angle) Mr (MOT -MR) = 386 lb-in (at critical angle) MNET (MOT -MR) = 280 lb-in (at critical angle) T 21 lb Tension I Anchor (worst case anchor) TASD = 15 lb Tension! Anchor (worst case anchor) V 7 lb Shear! Anchor (all equal) 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. A& 1..i46*5 6A S445, V 7 f?cCAst) \\WRESERVER\Engineering\Projects\17\17-013 Pacific Vista Commerce Center\Calculations\17-013,04 11\2016 CBC - Mechanical EF Cl Roof Downblast - Exhaust Belt & Direct Drive GB-131 • G-133 Damper Size = 12 x 12 (305 x 305) Roof Opening = 141h x 14½ (368x368) Shroud Thickness = 0.051 (1.3) Motor Cover Thickness = 0.040 (1.0) Curb Cap Thickness = 0.064 (1.6) AApproximate Unit Weight GIGB = 62/67 lbs. (28/30 kg) All dimensions In Inches (miff/meters).'May be greater depending on motor. AWelght shown Is largest cataloged Open Drip-Proof motor. 17 - . I But!çi:ng Value in Air VAR ),GREEN _----__.•\................................ .....-.........,L.. \ .133A RPM N.J-C-rQ -- 1 4 ______________ _________ Dty 0.075Ib1t .. 1.2 > 4. ...., . ._'. ' - 133-B -, ....L...............\........ 1 33-C SQ\ \\\\ \ 0 500 1000 1500 2nnn 9.9 JO Volume (cfm) o 500 1000 1500 - 2000 2500 3000 3500 4000 Volume (m3/fr) Direct Drive RPM FT-860 RPM B-1140 RPM A-1725 RPM VG-1725 RPM Mtd'rHP: Fan I RPM . 0 0.1$ ... Stätic,Pr'ssuro ñInóhes wg 0.25 0.375. 9.5 025 ..i Q75: 1.5 Belt NEW D irect - E 580 CM 1 BHP Sanes . 823 0.02 4.5 626 1 0.02_ 1 4.5 -. -I I J MAXIMUM BHP AT A GIVEN RPM = (RPM/2047)3 I MAXIMUM RPM - GB-131=1725, G-133=1725 VG- 0FM 1022 879 650 I TIP SPEED (ft/mm) = RPM x 3.436 720 __ MAXIMUM MOTOR FRAME SIZE =56 Series 5.4 1221 5.4 1 1~0 5.2 11 .727 C1,886OP 0.06 7• 1/4 : 1000 BHPT L1419 0.10 _L. 1323 0.11 .L.6.0 ... 1213 1075 867 0.11 0.12 0.11 sonjT 8.0 7.7 IJIX 7.0 CFM 1535 1444 1340 1211 1 1031 8-1/6 : : .L 1140 1250 . SHP I BHP J_O.15 _14 0.19 12.0 0.16 9.8 1698 0.2 11.7 0.16 0.17 0.17 - 0.17 FS 9M 9.2 8.8 8.5 1617 1528 1426 1133 0.21 0.22 1 0.23 0.22 11.3 11.0 10.5 9.7 166 1794 1718 1637 1545 1435 1315 BHP j22 0.23 0.24 1 0.25 0.26 0.26 0.26 . Sonesl 13.2 1 12.8 12.5 12.1 11.7 11.2 1/3 1440 CFMJ BHP 2044 0.29 1978 0.31 1911 i 1838 1759 0.32 1 0.33 1 0.34 1674 0.34 1571 0.35 1299 0.34 - fes 15.0 ..15.0 15.1 15.1 1 14.5 - 13.9 13.4 12.5 1600 CFM 1BHPjOAO 2271 2212 0A2 2152 2088 2023 _p .4 .4L 1873 1783 P 1686 1425 . Sones' 1/2 16.2 16.0 15.8 15.6 15.3 14.6 114Y--1 3.9 13.2 . CFMj_2391 1 2335 2279 2219 2158 0 0 0.51 - 0.52 2093 2020 1857 1654 1312 1685 . BHP 0.47 0.48 0.54 0.55 0.56 0.56 0.52 - I •• . A-1/2 'Sones 16.9 16.6 16.3 L 16.0 15.7 15.1 14.8 14.5 13.9 13.5 3/4 1725i CFt1 j 2448 0.50 293 0.52 2338 1 t.. 1,2220 03fO.55. 0.56 2159 0.57 058 1146 1474 0,5;9:1 0.60 0.58. - 1 ,Sonesl 17.4 • 17.0 -10-11-1-6.3 1 15.9. 15.6 .15.4 14.9 1 14.3 13.8 I 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 blrdscreen. The sound ratings shown are loudness values in hemispherical sones at 5 it 11.5 m) in a hemispherical free field calculated per AMCA Standard 301. Values shown are for Installation type A: free Inlet hemispherical sone levels. 24 .... Metal Stud Header Design 18 ISEMAN +ROHY STRUCTURAL ENGINEERS WISEMAN + ROHY STRUCTURAL ENGINEERS ( BY 41 DATE SHEET NO. OF JOB NO. ,fy ). 1ceJ'19 -" - p4W. 1k(!i; - - - - ( - I sCy R&) E /U COL- Ouc c 20 Screw Capacities '31e Notes 1, Capacities based on AISI S100 Section E4. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of equal thickness are connected. 3, Capacities are based on Allowable Strength Design (ASD) and include safety factor of 3.0. 4. 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. 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. iiir wable Screw tion Capacity _______ Thickness Design ' (Pss 6431bs, Pts '419 Ibs) (Pss= 1278 Ibs, Pie 586 Ibs) (Pss- 1644 Ills, Pis 1158 Ib 111 "I s) )Pss233OIbs. Pts 2325 (Pss 3048 lbs. Pls = 3201 Ibs) II Ii To " 0138 dla 0272 Head 0164 clla 0 272 Head 0.190 dia 0340 Head 0216 dia 0,34V Head 0250 dla 0409 Head "Over Shear Pull-Out Pull Shear Pull.Out Pull-Over Shear Pull-but Pull-Over Shear PuH.Out Pull-Over Shear Pull-Oul Pull-Over 18 0.0188 33 33 4.4 24 84 48 29 84 52 33 105 55 1 38 105 60 44 1 127 27 0.0283 33 33 82 37 127 89 43 127 96 50 169 102 57 1 63 159 110 66 191 30 00312 33 33 95 40 140 103 48 140 111 55 175 118 175 127 73 211 0.0346 33 45 0.0451 33 45 151 214 61 79 140 140 164 244 72 94 195 195 263 84 109 265 345 188 280 95 124 265 345 203.,110 302 144 318 415 54 0.0566 33 45 214 100 140 344 118 195 70 137 386 394 156 433 424 180 521 68 0.0713 33 45 214 125 140 426 149 195 523 173 386 557 196 545 600 227 656 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 45 214 140 140 426 195 195 548 3DI 386 777 342 775 j 396 1,067 54 0.0566 50 65 214 140 140 426 1,71. 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 i 14D 426 156 195 508 386 356 m 4 1,016 572 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 (ASD). Weld capacities are based on E60 electrodes. For material thinner than 68 mu, 0.03011 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. 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. - .. Thickness Design Y 'Id Tensile Thickness . FiWet WeliJs Longitudinal Transverse Flare Groove We Longitudhial Transverse 43 0.0451 33 45 - 499 864 544 663 54 0.0566 33 45 626 1084 682 832 68 0.0713 33 45 789 1365 859 1048 97 0.1017 33 45 1125 1269 -1 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 .1 - 'Weld capacity for mate,iaf thickness greater than O.lOrequlres engineering jvdgsnent to determine leg of welds, Wi and W2. WISEMAN+ROHY Structural Engineers PROJECT: PVCC TI -- LIGHT GAUGE BOX BEAM DESIGN = LOCATION: 81 December 2013 JOB NO: 17-013.04 6111/2018 11:22:20 Depth Width Gauge Mils Fy Tracks: 3.625 1.5 18 4 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 Box Height= 11.500 in Tracks: 0.0451 0.298 0.650 0.359 1.813 0.064 0.055 0.339 Box Width = 3.625 In Studs: 0.0451 0.627 8.025 1.605 5.000 0.168 0.125 0,278 Total Area = 1.85 in' 21 DL = L/ 240 LL =LI 360 TL = L/ 240 WindL/ 240 x0.7=LI 168 Dead Load = 95 plf 997.5 pounds Live Load = 0 pIf 0 pounds Wind = 0 plf (ASD) 0 pounds Length = 21 feet Screws: # 10 Top Track Turned Up? Y (YIN) Allowable Shear = 263 pounds I screw in 18 gauge steel VERTICAL FORCES: N.A. vert = 6.391 in (from top) 5.109 in (from btm) lvert= 31.124 in4 S vent = 4.870 In V max = 997.5 pounds Q top track 1.558 In Q btm track 1.422 In q = VQ/I = 49.9 lb/in Use 2 # 10 Screws at 10.53 in o.c. DL deflection = 0.452 in = L/ 558 OK LL deflection = 0.000 in = L / na OK TL deflection = 0.452 in = L/ 558 OK MDL = 62.8 k-in M11 = 0.0 k-in MTL = 62.8 k-in 12.9 ksi <0.8 Fy min OK Sher' (bsbn.stacI Vertcainly) V= 998 pounds A vent = 0.902 Ifl f0= 1.11 ksi HORIZONTAL FORCES: N.A.horlz= 1.813 in i horiz = 4.589 in4 S horiz = 2.532 in V max = 0 pounds 0 side studs = 0.962 in q = Va/I = 0.0 Win Use 2#l0 Screws at - in o.c. Wind deflection = 0.000 in = L/ na OK Mornent:. MWIND = 0.0 k-in 1b 0.0 ksi < 0.6 Fy min OK it, .coMBINEDX&Y = 12.9 ksi <0.6 Fy min OK ahearr V= 0 pounds A hortz = 0.327 in fv = 0.00 ksi SCREW SPACING( 910 SMS) end (Note: two screws at each spacing) centerline 0% - 10% Length I 10% - 20% Length I 20% - 30% Length I 30% - 40% Length I 40% - 50% Length 153 in o.c. j 13.16 in o.c. 17.55 in o.c. 26.33 in o.c. 52.66 in 0.0. 22 WISEMAN + ROHY STRUCTURAL ENGINEERS BY DATE _______ PROJECT ._. SHEET NO. _______ OF JOB NO. I?3?36-/ RA - 10 CA g O ,1 i!)) P k s.zM or, 54 Design Section ThIckness . i' Area WeIght Ix Sx Rx ly '(lbJ (in) (Ifl.: .Qn) '.:.(rn1). '. Ry (In) lee (In4) Ore •, So Mel Mad Va9 (in2) fk) (In-k) .: (Ib) ( Vanet Pb): , Jx1000 (4 910 I ro. Ow Xo m Ro (In!) .•' (In) (In) 1.;/ 3628137-33 0.0346 33 0238 0.60 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 382813743 0,0451 33 0,306 1.04 0.616 0.340 1.419 0.075 0.497 0.616 0.320 6.32 6.65 1739 676 0.207 0.208 -0.991 0.608 1.801 0.697 34,6 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 -0.979 0.601 1.785 0.700 34.6 362813744 0.0566 50 0.379 1.29 0.756 0.417 1.411 0.091 0.490 0.756 0.391 11.42 11.91 3372 1016 0.405 0.251 -0.978 0.601 1.785 0,700 27.9 3629137-68 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 3628137-68 0.0713 50 0.470 1.60 0.922 0,509 1.401 0.109 0.480 0.922 0.493 14.77 15.24 4370 1004 0.797 0.302 -0.959 0.592 1.764 0.704 27.8 3626137-97 0.1017 33 0.648 2,20 1.229 0.678 1.317 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 3625137-9700017 50 0.648 2.20 1.229 0.678 1.377 0,137 0.46 1.229 0.662 24.1 24.67 5943 875 2.233 0.390 -0.922 0.573 1.720 0.713 25.1 3628162-33 0.0346 33 0 'Z52 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 0.782 2.036 0.594 42.5 3162-54 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 0.714 2.020 0.597 42.5 54 362S162- 0.0566 50 0.422 1.44 0.873 . 0.481 1.438 0.154 0.604 0.873 6.444 13.28 13.59 3372 1016 0.451 0.457 -1.283 0.714 2.020 0.597 34.4 362S162-68 0.0713 33 0.524 1.78 1.069 0.590 1.429 0.186 0.596 1.069 0.579 11.43 11.65 2884 662 0.987 0.552 -1.264 0.765 1.998 0.600 42.7 .3623162-68 0.0710 50 0.524 1.78 1089 0.590 1.429 0.186 0.596 1.069 0.574 17.18 17.65 4370 1004 6.887 0.552 -1.264 0.765 1.998 0.600 34,3 362S162-97 0.1017 33 0.724 2.46 1.435 0.792 1.408 0.241 0.577 1.435 0.776 18.62 19.00 3922 577 2.498 0.723 -1.226 0.745 1.954 0.606 38.9 362S162-97 0.1017 50 0.724 2.46 1.435 0.792 1.408 0.241 0.577 1.435 0.776 27.52 28.08 5943 675 .2.496 0.723 -1.226 0.745 1.954 0.608 31.5 3628200-33 0.0346 33 0.297 1.01 0.648 0.358 1.478 0.177 0.772 0.647 0.294 5.81 6.19 1024 521 0.118 0.577 -1.741 1.030 2.411 0.478 53.6 362620O-43 0.0451 33 0.365 1.31 0.836 0.461 1.474 0.227 0.767 0.636 0.427 8.43 8.70 1739 676 0.281 . 0.734 -1.729 1.024 2.398 0.480 53.5 362S200-54 00506 33 0.479 1.63 1.030 0.658 1.467 0.271 0.761 1.030 0.553 10.93 11.23 2341 705 0.511 0.896 -1.715 1.016 2.382 0.482 53.6 362S200-54, 00566 50 0.470 183 1030 0.568 .1.467 0277 0761 1.636 0.490 1466 1547 3372 1016 0511 0,896 1115 1016 2.382 0482 433 362S200-68 0.0713 33 0.595 2.02 1.265 0.698 1.458 0.337 0.753 1.265 0.687 15.29 2 15.54 2884 662 1.008 1.089 -1.696 1.006 2.360 0.484 50.6 W8200-68 00713 50 0.595 202 1265 0.698 1.458 0,137.0.763 1.265 0,666 1995 2051 4370 1004 1008 1.089 -1,696 1.006 2.360 0484 433 3628200-97 0.1017 33 0.826 2.81 1.711 0.944 1.44 0.446 0,735 1.711 0.928 21.5 . 21.95 3922 577 2.847 1.441 -1.668 0.986 2.315 0.487 50.0 362320097 01017 50 0.826 281 1711 0944 1.44. 0.445 0.735 1.711 0928 3203 3257 5943 875 2847.1,441 1658 0986 2315 0487 405 362S250-43 0.0451 33 1 0.43 1.46 0.98 0.541 1.51 0.385 0.946 0.449 8.88 9.35 1739 676 0.292 1.230 -2.199 1.277 2.830 0.396 64.2 3628250-54 00666 33 0.535 182 1,21 0668 1.504 6.473 094 ...0.98 121 0582 11.51 1246 2341 705 0571 1608 2184 1.269 2.813 0.397 643 362S250-54 0.0566 50 0.535 1.82 1.21 0.668 1.504 0.473 0.94 1.205 0.51415.40 16.54 3372 1016 0.571 1.506 -2.164 1.269 2.813 0.397 52.0 362525068 00713 33 .0.666 227 149 0.8.22. 1496 0578 0931 149 0774 1665 1768 2884 662 1129 1837 2165 1.269 2.791 0398 614 3628250-68 0.0713 50 0.666 2.27 1.49 0.822 1.496 0.578 0.931 1.49 0.680 20.63 22.17 4370 1004 1.129 1.837 -2.165 1.259 2.791 0.398 52.0 362S250 97 01017 33 0.927 316 2.027 1.118 1.478 0.772 0.912 2027 1108 2485 2526 3922 577 3197 2 452 2126 1239 2 746 0400 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 675 3.197 2.452 -2.126 1.239 2.748 0.400 49.3 362S300-54 0.0566 33 0.592• 2.01 1.390 0.767 :1.533 0.734 . 1.114 1.383 .0.507 11.99 13.22 2341 705 .0.632 2.316 2.669 1.522: .3.265 0337 74.5 362S300-54 0.0566 50 0.592 2.01 1.390 0.767 1.533 0.734 1.114 1.312 0.529 15.83 17.34 3372 1016 0.832 2.316 -2.659 1.522 3.265 0.337 60.2 362S300.68 00713 33 0.738 251 1716 0947 1625 0900 1.165 1.716 0.811 1602 1765 2864 662 1.250 2833 2640 1.512 3.243 0,337 749 3628300-68 0.0713 50 0.738 2.51 1.716 0.941 1.525 0.900 1.105 1.684 0.716 21.44 23.42 4370 1004 1.250 2.833 -2.640 1.512 3.243 0.337 60.4 382S300 97 01017 33 1.029 351) 2.343 .1.292 1609 1213 1.086 2343 1.217 2695 2861 3922 577 3548 3803 2600 1491 3196 0.338 716 362S300-97 0.1017 50 1.029 3.50 2.343 1.292 1.500 1.213 1.086 2.32 1.150 34.42 36.41 5943 875 3.548 3.803 -2.600 1.491 3.196 0.336 60.9 400813743 0.0346. 33 0.249 0.85 0.603 . 0.301 1555 0.081 0.496 0.602 0.259 . 5.12 5.29 976 595 0.099 0.204 -0.965 . 0.597 1.897 0.741 34.5 400S137-43 0.0451 33 0.323 1.10 0.716 0.388 1.551 0.078 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 400813754 00566 50 0.401 1.36. 0953 6.477 1542 6.694 0 484 G.W. 0426 1282 1338 3372 1223 0428 0.311 -0940 0563 1.870 0 747 277 4008137-68 0. 0113 33 0.497 1.69 1.165 0.582 1.531 0.112 0.475 1165 0.567 11.21 11.51 3215 895 0.842 0.375 -0.922 0.574 1.849 0.751 34.2 4008137-68 . 0.0713 50 0.497 1.69 1.165 0.582 1.531 0.112, 0.475 1.165 0.558 16.70 17.44 4871 1356 0.842 0.375 -0.922 0.574 1.849 0.751 27.6 400S137-97 0.1017 33 0.886 2.33 1.557 0.779 1.507 0.142 0.454 1.557 0.764 18.88 19.23 4394 797 2.365 0.488 -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 P 0.142 0.454 1.557 0.764 27.61 . 28.33 6658 1207 . 2.365 . 0.486 -0.885 0.555 . 1.806 0.760 24.8 400S162-33 0.0346 33 0.275 0.94 0.692 0.346 1.586 0.103 0.611 0.692 0.299 5.91 6.07 976 595 0.110 0.363 -1.263 0.768 2.118 0.644 42.3 4005162-43 0.0451 33 0.357 121 0.892 .0.446 1.581 0.131 0606 0.892 0.417 8.23 8.54 1739 810 0.242 0.460 -1.252 0.761 2.106 0.647 42.2 400S162-54 0.0566 33 0.443 1.51 1.098 0.549 1574 0.159 0.600 1.098 0.526 10.39 10.84 2603 944 0.473 0.560 -1.238 0.754 2.090 0.649 42.2 4005162.54 0.0566 50: 0.443 1.51 1.098 0.649 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 4008162-66 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 4008162-68 0.0713 50 0.550 1.87 1.346 0.673 1.564 0.192 0.591 1.346 0,648 19,41 20.15 4871 1356- 0.933 0.677-1.220 0.745.....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 36.3 400S162-97 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 6658 1207 2.628 0.889 -1.182 0.725 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 -1.689 1.007 2.462 0.530 53.1 4808200-43 0.0451 33 0.402 1.37 1.047 0.524 1.615 0.235 0.764 1.047 0.478 9.45 924 1739 810 0.272 0.686 -1.676 1.000 2.449 0.532 53.0 400S200-54 0.0566 33 0.500 1.70 1.292 0.646 1.608 0.267 0.758 1.292 0.623 12.30 12,77 2803 944 0.534 1.083 -1.662 0.993 2.433 0.534 53.0 4005200754 0.0566 50 0.500 1.70 1.292 0.646 1.608 0.287 0.758 1.292 0.549 1.43 17.31 3372 1223 0.534 1.083 -1.562 0.993 2.433 0.534 42.9 4008200.68 0.0713 33 0.622 2.12 1.589 0.795 1.599 0.349 0.750 1.589 0.780 15.40 15.70 3215 895 1.05.4 1.318 -1.643 0.983 2.412 0.536 53.2 4008200-68 0.0713 50 0.622 2.12 1.589 0.795 1.599 0.49 0250 .1.589 0.751 22.46 23.04 4871 1356 1.054 1.318 -1.643 0.983 2.412 0.536 42.9 400S200-97 0.1017 33 0.864 2.94 2.155 1.077 1.579 0.462 0.731 2.155 1.063 24.72 25.05 4394 797 2.978 1.749 -1.605 0.963 2.368 0.540 49.3 4008200-97 0.1017 50 0.864 2.94 2.155 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 yYo neIyn(-w-(nlcy(J7e55 rmio exceeos .100. Wet) 5L7fl'flCS are ,leçvlred at all support points and concentrated loads. 'Allowable moment includes cold work of form/ag. See Table (Votes on page 7. LFII II%SI'IL HAZARDOUS MATERIALS QUESTIONNAIRE RECORD ID# PLAN CHECK if 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) Project Address City State Zip Code APN# 2810 Whiptail Loop, Carlsbad, CA 92010 Mailing Address City State Zip Code' , V L Project COntact Robert Park Applicant E-mail rpark@waremaIcomb.com 1 22018 Telephone # JUN 858-638-7277 . 'j I The following questions represent the. facility's activities, NOT the specific project descriPtiopT OF C A.R LS BPU PART h FIRF OFPARTMFWT - HAZARIOUS MATERIAI, DIVISION-OCCUPANCY CI ASIFICATION Innt rpniiirpd fnr'klpgtq within thA.Citfn applicant must contact the Fire Protec B (Office) and Occupancy Rating: S (Warehouse) Explosive or Blasting Agents Compressed Gases Flammable/Combustible Liquids 4, Flammable Solids ihether your business Will use, process, or store any of the following hazardous n Agency with jurisdiction prior to plan submittal. Facility's Square Footage (including proposed project): B (Office): 13,784 SF and .S (Warehouse): 60,010 SF Organic Peroxides 9. Water Reactives 13, Corrosives Oxidizers 10. Cryogenics 14. ()th-6L-1fh Hazards Pyro'phorics 11. Highly Toxic or Toxic Materials 4r75. None of These.-%40 Unstable Reactives 12. Radioactives RTMENT _OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS _DIVISION (HMD): lithe answer to any of the 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: YES NO (for new construction or remodeling projects) 0DO . Is your business listed on the reverse side of this form? (check all that apply). 0' IXI Will your businéssdispose of Hazardous Substances or Medical Waste in any amount? 0 J Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? 0 IXI Will your business store or handle carcinogens/reproductive toxins in any quantity? 0 LXI Will your business use an existing or install an underground storage tank? 0 'IXI Will your business store or handle Regulated Substances (CalARP)? 1. lxi Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 IXI Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). 0 CalARP Exempt Date Initials 0 CaIARP Required Date Initials 0 CaIARP Complete Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any VES* answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 aocdcomo.sdcoun.ca.çov (858) 586-2650). [*No stamp required 101 Yes 03 Yes Q4Q6 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 requirements contact APCD. Residences are typically exempt, except - those with more than one building on the property;. single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate bums; residences forming part of a larger project. ['Excludes garages & small outbuildings.] YES NO 0 , Will the project disturb 160 square feet or more of existing building materials? 0 [M Will. any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 0 .0 (ANSWER ONLY IF QUESTION 1 or 2. IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 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. S. 0, I' Will the project or associated construction equipment emit air contaminants? Seethe reverse side of this form or APCD factsheet (www.sdaocd.ora/info/factslpermits.odf) 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 boundary . Briefly describe business activities: PH, fl describe pr000sed Droiect: Speculative_Officeand Warehouse(futurebusinessusenotknown)__irsnerationspEculative_tenant improvements_toshellbuildingcurrently under wiskffirtion I declare under penalty of perjury that to the best of my knowledge and belief th.46nses p6brein are true and correct. Chris Wood Name of Owner or Authorized Agent . Signa of Owner or Authorized Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:_________________________________________________________________ BY-., DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD' APCD , COUNTY-HMD , APCD COUNTY-HMD APCD A stamp in tflts box only exempts businesses trom completing or upoating a I-lazaraous Matenals business Plan. Other permitting requirements may still apply HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division