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2820 WHIPTAIL LOOP; ; CBC2018-0320; Permit
Print Date: 04/16/2019 Permit No: CBC2018-0320 Job Address: 2820 Whiptail Loop Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed - Finaled Parcel No: 2091202500 Lot U: Applied: 06/12/2018 Valuation: $75,253.18 Reference U: Issued: 08/22/2018 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 3:58:41PM Project Title: Description: PODS ENTERPRISES: 1,618 SF SHELL TO OFFICE//REMAINING 108,565 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 858-6384277 BUILDING PERMIT FEE ($2000+) - $521.18 BUILDING PLAN CHECK FEE (BLDG) $364.83 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $60.00 FIRE S Occupancies ~! 50,000sq. ft. TI $658.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $45.00 PUBLIC FACILITIES FEES - inside CFD $1,369.61 SB1473 GREEN BUILDING STATE STANDARDSFEE $4.00 SEWER BENEFIT AREA FEES - E $2,024.64 SEWER CONNECTION FEE (General Capacity all areas) $532.38 STRONG MOTION-COMMERCIAL $21.07 TRAFFIC IMPACT Commercial-Industrial w/in CFD $2,664.00 Total Fees: $8,264.71 Total Payments To Date: $8,264.71 - 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 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov Building Permit Application Plan Check No.(,O1 Est. Value City of 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 7607602-2719 Fax: 7607602-8558 cc..r1sba.i. Plan Ck. Deposi t email: building@carlsbadca.gov Date www.carlsbadca.gov JOB-ADDRESS 2820 Whiptail Loop (Bldg. B) , Carlsbad, CA 92010 SUITE#/SPACE#/UNIT# APN 209 120 25 - 00 CT/PROJECT C LOT C PHASE It # OF UNITS It BEDROOMS It BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE 0CC. GROUP I PODS Enterprises, LLC V-B B/S-I DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) First generation Tenant Improvements. Convert Shell to Office TI (1,618 SF) including HVAC, Sprinkler drops, Plumbing and Electrical. Remaining Shell building to be Warehouse (108,565 SF). Fire High Pile Combustible Report previously submitted (FPC2018-0159). Shell Building is currently under construction (City of Carlsbad Permit #2011-0434). EXISTING USE. PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRESPRINKLERS Warehouse Office/Warehouse YES}il. NO YES NOD 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 CITY STATE ZIP __SanDiego .CA _92122 CITY STATE ZIP La Jolla CA 92037 PHONE FAX PHONE FAX 858-638-7277 . . . . .. 858-812-7910 . 858-812-7930 EMAIL -. _rpark@waremaJcornbcom .. EMAIL .... chris.wood@ryancornpanles.com DESIGN PROFESSIONAL . _____________________Ware Malcomb CONTRACTOR BUS. NAME Ryan Companies US, Inc. ADDRESS ADDRESS 6363 Greenwich Dr. #175 . . 4275 Executive Square, Ste. 370 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 ________ndeanwaremalcomb.com__.. .robbie.knlght(ryancompanies.com STATE LIC. It STATE LIC.# CLASS CITY BUS. LIC.# - . Nathan Dean. I . 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 applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemptiob. 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 perjury one of the following declarations: I ha've and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of theLabor Code, for the performance of the work for which this permit is issued. EI 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 carder and policy number are: Insurance Co. Zurich AmerIcan Insurance Co . Policy No. 10535 Expiration Dale W11120119 - This section need not be completed if the permit is for one hundred dollars ($100) or less. [] Certificate of Execnption: 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 (8100,000), In addition to the cost of compensation, dams e as,provided for In Section 3706 of the Labor code, interest and attorney's fees. CONTRACTOR SIGNATURE 0 AGENT DATE 08Ia.o(2ZP -_. : - ......- R1. Oftob .1 here by affirm that lam exempt from Contractor's License Law for the following reason: [J I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered forsale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply 10 an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intèndéd or offered for sale. If, however, the building or improvement is sold within one year of complelion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). [J I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereOn, and contracts for such projects with contractor(s) licensed pursuant to theConlractor's License Law). [=1 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. [:]Yes DNO 2. I (have! have not) signed an application for a building permit for the proposed work. 3_1 have contracted with the following person (firm) to provide the proposed construction (include name address I phone I contractors' license number): I plan to provide portions-of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name! address [phone !contractors' license number): twill provide some of the work, but I have cocted (hired) the lowing persons to provide the work indicated (include name! address! phone! type of work): PROPERTY OWNER SIGNATURE 4/ 2 DAGENT _DATE 0-7 Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? ID Yes CO No Is the applicantor future building occupant required to obtain a permit from the air pollution control district or air quality management district? ID Yes Cq No Is the facility to be constructed within 1,000 feet of the outer boundaryof a school site? ID 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 hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (I) Civil Code). Lendei's Name N/A Lender's Address I certify that I have read the application and state thatthe 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. 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.N'JD EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY INCONSEQUENCE OF-THE GRANTING OF THIS PERMIT. OSHA. M OSHA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the Building Official under the prowspws.eLThs Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the buiId ori 2018-06-12 t .APPLICANT'S SIGNATURE n2z ysiichpe is suspended abandoned at any time alter the work is commenced fora period of 180 days (Section 106.4.4 Uniform Buidir - DATE Permit Type: BLDG-Commercial Application Date: 06/12/2018 Owner: GATEWAY PACIFIC VIEW LLC Work Class: Tenant Improvement Issue Date: 08/22/2018 Subdivision: Status: Closed - Finaled Expiration Date: 06/10/2019 Address: 2820 Whiptail Loop Carlsbad, CA 92010 IVR Number: 11899 Scheduled Actual Inspection Type Inspection No, Inspection Status Primary Inspector Reinspection Complete Date Start Date 04/16/2019 BLDG-Fire Final 077569-2018 Scheduled Dominic Fieri Incomplete Checklist Item COMMENTS Passed FIRE- Building Final No April 16, 2019 Page 2of2 Permit Type: BLDG-Commercial Application Date: 06/12/2018 Owner: GATEWAY PACIFIC VIEW LLC Work Class: Tenant Improvement Issue Date: 08/22/2018 Subdivision: Status: Closed - Finaled Expiration Date: 06/10/2019 Address: 2820 Whiptail Loop Carlsbad, CA 92010 IVR Number: 11899 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 08/30/2018 08/30/2018 BLDG-21 068730.2018 Underground/Underf loor Plumbing 09/17/2018 09/17/2018 BLDG-24 070203.2018 Rough/Topout Checklist Item Passed Andy Krogh Partial Pass Andy Krogh COMMENTS Complete Reinspection Incomplete Passed BLDG-Building Deficiency As noted on card Yes 09/19/2018 09/19/2018 BLDG-17 Interior 070280-2018 Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial Yes BLDG-34 Rough 070281-2018 Failed Andy Krogh Reinspection Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Wrong code No 09/26/2018 09/26/2018 BLDG-16 Insulation 071173.2018 Passed Andy Krogh Complete 10/01/2018 10/01/2018 BLDG-17 Interior 071380-2018 Passed Andy Krogh Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency 10/04/2018 10/04/2018 BLDG-44 072046.2018 Rough/DuctslDampe N Checklist Item Partial Partial Pass Andy Krogh COMMENTS Yes Reinspection Incomplete Passed BLDG-Building Deficiency 12/03/2018 12/03/2018 BLDG-85 T-Bar, 077670-2018 Ceiling Grids, Overhead Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers 12/10/2018 12/10/2018 BLDG-34 Rough 078330-2018 Electrical From roof to mezzanine Yes Passed Andy Krogh COMMENTS - Passed Yes Yes Yes Yes Yes Passed Andy Krogh Complete Complete April 16, 2019 Page 1 of 2 CtTyOI' CBC20I8-0320 CARLSBAD INSPECTION RECORD 2820 WHIPTAIL LOOP Building Division PODS ENTERPRISES: 1,618 SF SHELL TO OFFICE II REMAINING 108,565 SF TO REMAIN WAREHOUSE II INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB /2 '1 \ 10 CALL BEFORE 3:00 pm FOR NEXT WORK DAY INSPECTIIL ,44)ø 2091202500 I FOR BUILDING INSPECTION CALL: 76O6O22725 LPD C O P Y 6/12/2018 OR GO TO: www.Carlsbadca.gov/Building AND CLICK ON g% "Request Inspection" .# '... U I 0 DATE: If "YES" is checked below that Division's approval is required prior to requesting a Final Building Inspection. If you have any questions please call the applicable divisions at the phone numbers provided below. After all required approvals are signed off- fax to 760-602-8560, email to bldginspections@carlsbadca.gov or bring in a COPY of this card to: 1635 Faraday Ave., Carlsbad. For Inspection times o to speak to an Inspectov call 760-6022700 between 730am-800arn the day of your inspeeJon. cm IF MARKED -YES", IT IS REQUIRED PRIOR TO ANY CONSTRUCTION • 'i' mn IF MARKED "YES-, APPROVAL REQUIRED PRIOR TO REQUESTING BUILDING F1NjkL COPY 1ic1— V40JM Fire Prevention Li4,YZ!Yi Allow 48 hours W_ AMA M*f =MAMI&W Planning/Landscape 760-94"463 Allow 48 hours #77N =jgagrr Il7'4.ii Tvoe of Insoection Tvoe of InsDectIbn' IliIII[, #11 FOUNDATION Date Inspector - #31 0 ELECTRIC UNDERGROUND 0 UFER Date ___________ Inspector #12 REINFORCED STEEL #34 ROUGH ELECTRIC / EV CHARGER Ji//(// 7z- #66 MASONRY PRE GROUT #33 0 ELEC SERVICE #32DTEM PORARY ___________ 0 GROUT D WALL DRAINS : #35 PHOTOVO LTAIC #10 TILT PANELS #38 SIGNS #11 POUR STRIPS BLDG-FINAL #11 COLUMN FOOTINGS / #41 UNDERGROUND.DUCTS & PIPING Date Inspector #14 - SUBFRAME 0 FLOOR 0 CEILING rfY//6 #15 ROOF SHEATHING #44 0 DUCT& PLENUM DREF. PIPING #13 EXT. SHEAR PANELS _______ #43 HEAT-AIR COND. SYSTEMS 416 INSULATION 7/2// BLDG-FINAL #18 -EXTERIOR LATH Date Inspector #17 INTERIOR LATH & DRYWALL / 7-i--pg jIi: #81 UNDERGROUND (11,12,21,31) BLDG-FINAL #82 DRYWALL,EXT LATH, GAS TES (17,18,23) CODE# PLUMBING Date Inspector #83 ROOFSHEATING, EXTSHEAR (13,15) #22 D SEWER &BL/CO DPL/CO - #84 FRAME ROUGH COMBO (14,24,34,44) j #2.1 UNDERGROUNDØIASTE 0 WTR 'v//A #85 . T-Bar(14,24,34,44) 3/ If /rt3k_ #24 TOP OUT £JASTE 0 WIN BLDG- FINAL OCCUPANCY I #27. TUB&SHOWERPAN - - - I;1 Date / -Inspector j #23 -D GAS TEST 0 GAS PIPING - - A/S UNDERGROUND VISUAL ___ #25 WATER HEATER - A/S UNDERGROUND HYDRO #28 - - SOLAR WATER A/S UNDERGROUND FLUSH - BLDG-FINAL - - - A/S OVERHEAD VISUAL -' CODE# POOLS - Date Inspector I A/S OVERHEAD HYDROSTATIC #51 POOL EXCAV/STEEL A/S FINAL #52 PLUMBING - - F/A ROUGH-IN ///~.4'// F #53. ELEC / CONDUIT! WIRING F/A FINAL #54 -EQUIPOTENTIAL BOND - FI,(ED EXTINGUISHING SYSTEM ROUGH-IN #55 PREPLASTER / FENCE/ ALARMS - FIXED EXTING SYSTEM HYDROSTATIC TEST #57 GUNFIE FIXED EXTINGUISHING SYSTEM FINAL BLDG- FINAL - MEDICAL GAS PRESSURE TEST -. . MEDICALGAS FINAL 00, REV 6/i8 - - SEE BACK FOR SPECIAL NOTES I1 EsGil A SAFEbuUtCornpany DATE: AUG. 14, 2018 JURISDICTION: CARLSBAD LI APPLICANT LI JURIS. PLAN CHECK #.: CBC2018-0320 PROJECT ADDRESS: 2820 WHIPTAIL LOOP PROJECT NAME: T.I. FOR BUILDING "B" SET: III The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI 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. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Rob P k-/o)r Malcomb Telephone #: 858-638-7277 Date contacted,,." (by(44-") Email: rpark(warealcomb.com Mail Telephone Fax In'Prson REMARKS: Office T. 1., 1st story (1,618-s.f.) is under this permit. By: ALl SADRE, S.E. Enclosures: EsGil :1. 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 I EsGil A SAFEbuitt Company DATE: JULY 24, 2018 JURISDICTION: CARLSBAD 1 APPLICANT JURIS. PLAN CHECK #.: CBC2018-0320 PROJECT ADDRESS: 2820 WHIPTAIL LOOP PROJECT NAME: T.I. FOR BUILDING "B" SET: II The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. Elil 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: Lii 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. Persocontactlb Park do are Malcomb Telephone #: 858-638-7277 Date j)(by(k ) Email: rparkcwarealcomb.com Mail F x In Person REMARKS: Office T. 1., 1st story (1,618-s.f.) is under this permit. By: AL! SADRE, S.E. Enclosures: EsGil 7/19 r 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD CBC2018-0320 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. STRUCTURAL Please specify where detail 121S1.B.0 is referenced on the framing plans Please see below for the remaining P/M/E items. MECHANICAL PLAN REVIEWER: Eric Jensen MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) If mechanical equipment (including the roof access ladder scuttle) is installed within 10.. (CBC-1 01 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 show 42" parapet height). Sheet M23.2, clearly shows the HVAC within 4.5' of the edge of the roof, what do you mean: "our equipment is over 10' from the roof edge"? Note: If you have any questions regarding this Mechanical plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list where the corrected items have been addressed on the plans. S EsGil A SAFEbuittCornpany DATE: JUNE 21, 2018 JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2018-0320 SET: I PROJECT ADDRESS: 2820 WHIPTAIL LOOP PROJECT NAME: T.I. FOR BUILDING "B" I APPLICANT /11 JURIS. 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: y: CC-) Email: rparkwarealcomb.com all Telephone Fax In Person REMARKS: Office T. 1., 1st story (1,618-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 CBC20 18-0320 JUNE 21, 2018 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2018-0320 PROJECT ADDRESS: 2820 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 219, 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 CBC20 18-0320 JUNE 219 2018 3. 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 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 10' (CBC-1 01 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) Single line: Why a main with so many service disconnects of ? 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 CBC2018-0320 JUNE 212 2018 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2018- 0320 PREPARED BY: ALl SADRE, S.E. DATE: JUNE 21, 2018 BUILDING ADDRESS: 2820 WHIPTAIL LOOP BUILDING OCCUPANCY: B; V-B/SPR. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) T.I. 1618 Air Conditioning Fire Sprinklers TOTAL VALUE 75,253 Jurisdiction Code ICB IBY Ordinance 1997 UBC Building Permit Fee 1997 UBC Plan Check Fee Type of Review: 121 Complete Review El Structural Only C3 Repetitive Fee Repeats o Other Hourly Hr. @ * EsGil Fee I $294.28 Comments: Sheet I of 1 WISEMAN+ROHY STRUCTURAL ENGINEERS 4 SUPPLEMENTAL STRUCTURAL CALCULATIONS FOR Pacific Vista Commerce Bldg AB, & C TI Carlsbad, CA July 112018 W+R Job #17-013.04 OF 9915 Mira Mesa Blvd. Suite 200 San Diego, CA 92131 TEL. (858) 536-5166 WRENGINEERS.COM CA it -ftwo-3ao WISEMAN + ROHY STRUCTURAL ENGINEERS WISEMAN+ROIIY 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 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 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 in2 DLL/ 240 LL=L/360 TL = L/ 240 Wind = L 124 xO.7=L1 168 Dead Load = 120 plf 1200 pounds Live Load = 0 plf 0 pounds Wind= 43 plf(ASD) 430 pounds Length = 20 feet Screws: # 10 Top Track Turned Up? Y (Y / N) Allowable Shear 263 pounds I screw in 18 gauge steel VERTICAL FORCES: 7 RR WaT N.A. vert = 6.187 in (from top) 5.063 in (from btm) I vert = 39,803 in4 S vert = 6.433 in3 V max = 1200 pounds Q top track= 2.404 in3 0 btm track= 2.326 In3 qVQ/1 = 72.5 lb/in Use 2 # 10 Screws at 7.26 in o.c. ii FEW 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 MDL = 72.0 k-in MLL = 0.0 k-In MTL 72.0 k-in = 11.2 ksl <0.6 Fy min OK Sttear (bsedoristvd,/ticäi än1y. - V 1200 pounds Avert= 0.902 in f = 1.33 ksi HORIZONTAL FORCES: N.A. horiz = 4.000 In I horlz = 25.254 In4 S horiz = 6.314 in3 Vmax= 430 pounds 0 side studs = 2.334 in3 q = VO/l = 39.7 lb/in Use 2 # 10 Screws at 13.24 in o.c. Wind deflection = 0.207 In = L/ 1158 OK MWND = 25.8 k-in fb = 4.1 ksi <0.6 Fy min OK fb -COMBINEDX&V = 15.3 ksi <0.6Fymin OK No V= 430 pounds A horiz = 0.722 Ifl f= 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 40% - 50% Length 7.26 in o.c. I 9.07 in o.c. 12.09 in o.c, J 18.14 in o.c. I 36.28 moo. WISEMAN + ROHY STRUCTURAL ENGINEERS BY ________ DATE _______ PROJECT _______ __________________________ SHEET NO. ________ OF JOBNÔ. -C7& I - - 16.1 -- Cf 9Oi)c i1j/q ....--.-..-.-..., b cY1,n 9 Dçslgn F Section Thickness ,i., (In) Area (in3) Weiqht (Ibfft) GrosSProperlie, Ix Sx Rx (in') (ln} tin) ly (in') Ry (in) i Ixe (in') E ffectiveProprfles Sxe Mal Mad Vag (in3) (In-k) (in.k) JbJ Vanet (Ib) Jxi000 (In mislopaiproperlies _. t Ow Xo in Ro (Fn (In) (in) (in) 6005200-33 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 61,6 6008200-43 0.0451 33 0.492 1,67 2.683 0.894 2.335 0.268 0.739 2.683 0.873 17.24 15.39 1416 1240 0.334 2.033 -1.446 0.894 2.944 0.742 51.4 600S200-54 00566 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 71.432 0.887 2.829 0.744 48.9 600S200-54 0.0566 50 0.613 2.09 3.319 1.108 2.327 0.328 0.732 3.319 1.015 30.40 27.36 2823 1947 0.655 2.493 -1.432 0.881 2.829 0.744 41.6 600S200-68 0.0713 33 0.764 2.80 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 6005200-68 0.0713 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 46.9 600S200-97 0.101.7 50 1.067 3.63 5.612 1871 2.293 0.530 0.705 5.612 1.871 64 .63 2 63.67 10472 .3805 3.879 4.080 -1.378 0.859 2.767 0.752 38.3 600S200-118 0.1242 33 1.283 4.36 6.641 2.214 2.275 0.611 0.690 6.641 2.214 53,052 53.05 8267 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 78.44 12526 3622 6.595 4,753 -1.351 0.845 2.735 0.756 37.6 600525043 0.0451 33 0.537 1.83 3.082 1.027 2.396 0.456 0.923 3.082 0.918 IN 16.21 1416 1240 0.364 3.411 -1.874 1.136 3.179 0.652 62.4 600825054 00566 33 0.670 228 3819 1,273 2,388 6.582 0.917 3.819 1.159 2290 2190 2739 1890 0.715 4194 4,860 1129 3163 0.654 62.3 6008250-54 0.0568 50 0.670 2.28 3.819 1.273 2.388 0.562 0.917 3.766 1.069 32.00 28.71 2823 1947 0.715 4.194 -1.860 1.129 3.163 0.654 50.5 608325048 0.0713 33 0.836 2.84 4.727 1.576 2.378 0.688 0.903 4.727 1.508 32.822 31.50 4347 2339 1.416 5.145 -1.842 1.119 3.142 0.656. 59.2. 600S250-88 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 2879 1.416 5.145 -1.842 1.119 3.142 0.656 50.4 6005250-97 0.1017 33 1.169 3.98 . 6.496 2.165 2.357 0.923 0.889 6.496 2.161 48.812 48.91 6911 2512 4.030 6.947 -1.803 1.100 3.098 0.861 58.0 600S250-97 0.1017 50 1.169 3.98 6.498 2.165 2.357 0.923 0.889 6.496 2.063 69,382 66.81 10472 3805 4.030 6.947 -1.803 1.100 3.098 0.661 47.3 6008250-116 0.1242 33 1.407 4.79 7.713 2.571 2,342 1.075 0.874 7.713 2.571 59,642 59.59 8267 2391 7.234 8.142 -1.776 1.085 3.066 0.665 57.3 600S250-118 0.1242 50 1.407 4.79 7.713 2.571 2.342 1.075 0.874 1.113 ..49.8 85,622 86.83 12528 3622 7.234 8.142 -1.775 1.085 3.066 0.665 46.6 800S300 54 0,0566 33 0.726 247 4319 1440 2.439 0.875 1.098 4269 1,211 2393 2280 2739 1890 0.776 6.452 2299 1.372 3527 0.575 726 6005300-54 0.0566 50 0.726 2.47 4.319 1.440 2.439 0.815 1.098 4.014 1.106 33.13 29.62 2823 1947 0.775 6.452 -2.299 1.312 3.527 0.575 59.1 600S300 68 00713 33 0,907 309 5,364 1.786 2.430 1..076 1,089 5.344 1581 3123 3088 4347 2339 1.537 7.937 2280 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 0.517 59.0 600S30097 010171. 33 1271 432 7.381 2.460 2410 1454 1070 7381 2352 52072 5240 6911 2512 4.381 10.770 2241 1343 3481 0581 688 6008300-97 0.1017 50 1.271 4.32 7.381 2.486 2.410 1.454 1.070 7.280 2.247 67.28 64.67 10472 3805 4.381 10.176 -2.241 1.343 3.461 0.581 58.8 6008300-118 01242 33 1.631 521 8785 2.928 2.395 1,704 1.065 8,786 2.840 64292 6626 8267 2391 7872 12683 2.212 1328 3427 0583 881 600S300-118 0.1242 50 1.5.31 5.21 8.785 2.928 2.395 1.704 1.055 8.713 2.197 94.242 90.37 12526 3622 7.872 12.683 -2,212 1.328 3.427 0.583 55.3 6008350 54 00566 33 0826 281 5.022 1.674, 2.467 1,491 1.344 4.911 1452 2810 2798 2739 11890 0.881 12942 3037 1.767 4137 6461 91.9 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 0.861 12.942 -3.037 1.787 4.137 0.461 74.4 6005350-68 00713 33 1.632 351 6237 2.076 2459 1.841 1336 i237.1.949 3650 3763 4347 2339 1.748 15968 3018 1,777 4,115 0,462 918 600S350-68 0.0713 50 1.032 3.51 6.237 2.079 2.459 1.841 1.398 6.166 1.771 53.01 49.69 5350 2879 1.748 15.968 -3.018 1.777 4.115 0.462 74.4 6008350 97 01017 33 1.449 493 8.631 2,977 2441 2.518 1.318 8.631 2.822 61552 6249 6911 2512 4994 21,811 2.979 1157 4071 0464 875 6008350-97 0.1017 50 t 449 4.93 8.631 2677 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 6069356-118 01242 33 1.748 595 10,304 3.435 2,428 2.978 1.305 10304 3435 76.392 7640 8287 2391 8.990 25791 4,951 1742 4.038 0466 869 6008350-118 0.1242 50 1.748 5.95 10.304 3.435 2.428 2.978 1.305 10.304 3.268 100.43 2 107.66 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 0.799 2.873 0.073 0.435 2.996 .0.622. 12.30 . 10.71474 . 414 . 0.155 0..957 -0.696 .0,450 2.987. 0.946. 32.5 850S13743 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 1.051 1051 0.341 1.214 -0.687 0.454 2.978 0.947 32.2 8:008.137-64 0.0.566 33 0,627 213 5110 1217 .2,855 0.112 0,423 5.077 1179 2329 21.74 . 2091 2091 0.670 1478 0676 0448 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 1.063 32.42 26.47 2091 2091 0.670 1.478 .0.676 0.448 2.964 0.948 25.9 800313768 0.0.713 33 0782 266 6.303 1.676 2839 6.134 0.414 6.303 1.541 3045 29.1.6 4221 3367 1,325 1.789 0661 0.440 2944 0.950 316 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 -0.681 0.440 2.944 0.950 25.6 800S13797 01017 33 1,093 372 8597 2.149 2.805 0169 0394 8.597 2.149 63.091 5309 8843 4824 3.767 2.349 0630 0423 2902 0953 276 800S137-97 0.1017 50 1.093 3.72 8.597 2.149 2.805 0.169 0.394 6.597 2.149 64.35 63.91 10885 5938 3.767 2.349 -0.630 0.423 2.902 0.953 25.0 800S137118 01242 33 1.314 4.4.7 10147 2537 2,779 0188 0376 10147 2.537 6514. 6514 11341 4971 6755 2.694 0608 0.411 2870 0955 266 8008137-118 0.1242 50 1.314 4.47 10.147 2.537 2.779 0.188 0.376 10.14? 2.537 93.94• 16235 7115 6.755 2.694 -0.608 0.411 2.870 0.955 21.9 8008162 331 00346 33 0413 141 3.582 0.896 2.943 0125 0.560 3384 0710 1403 1261 474 474 0.165 1630 0936 0607 3137 0011 401 800816243 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 3.128 0.912 39.8 00566 33 0.670 228 1.434 2.927 0194 0539 5702 1334 2636 2498 2091 2091 0.716 2539 0914 0594 3113 0914 396 80 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 800S162-68 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 3.084 0.916 39.3 8008182-68 0.0713 50 0.836 2.84 7.089 1.772 2.913 0.235 0.530 7.070 1.683 49.80 45.11 4221 3367 1.416 3.093 .0.899 0.566 3,094 0.916 31.9 8008162-97 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 8843 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 800S182-118 0.1242 33 1.407 .4.79 11.504 2.876 2.860. 0.345 0.496 11.504 2.876 71.472 71.47 113.4.1 4971 7.234 4.766 -0.842 0.556 3.022 0.922 34.1 800S162-118 0.1242 50 1.407 4.79 11,604 2.876 2.860 0.345 0.496 11.504 2.876 105,232 105.23 18235 7115 7.23.4 4.766 -0.842 0.556 3.022 0.922 28.0 8003200-33' 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 2.971 -1.288 0.817 . 3.363 .0.853 50.6 800S200-43 0.0451 33 0.582 1.98 5.302 1.325 3.018 0.292 0.708 5.302 1.293 25.64 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 6.573 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 3.336 0.856 47.8 8005200-54 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 8008200-68 0.0713 33 0.907 3.09 8.140 2.035 2.996. 0.435 0.692 8.140 2.035 45.292 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 8.145 1.964 65.212 54.70 4221 3367 1.537 5.112 -1.248 0.796 3.319 0.859 38.4 8008200-97 0.1017 33 1.271 4.32 11.203 2.601 2.969 0.576 0.673 11.203 2.801 65,12k 05.12 8843 4824 4.381 7.684 .1214 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. 2.601 96.632 89.76 10885 5938 4.381 7.684 -1.214 0.777 3.278 0.863 37.2 8005200-118 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 8005200-118 0.1242 50 1.531 5.21 13.316 3.329 2.949 0.665 0.659 1 13.316 3.329 117.952 117.55 16235 7115 1 7.872 8.981 -1.188 0.764 3.247 0.866 36.5 'woo nelgnr-ro-rnic/cness ,no exceeas li/cl. weo sr.'rreners am reqwmo at RI/ suppolt points and' concentrated loads. 'Allowable moment inc/ut/es cold work of forml,ig. 5ee Table Notes on pa'e 7. ;'::................. WI SEMAN+ROHY STRUCTURAL ENGINEERS I, STRUCTURAL CALCULATION FOR Pacific Vista Commerce Bldg AB, & C TI Carlsbad, CA June 11, 2018 W+R Job #17-013.04 C) co CD T— o) (D (14 00 Cs1 LL L2LJ 1-0 LL Log 00 9 L0 - zLU 00OW 9915 Mira Mesa Blvd. Suite 200 San Diego, CA 92131 TEL. (858) 536-5166 WRENGINEERS.COM Rooftop Unit Anc - WISEMANfROHY - STRUCTURAL ENGINEERS 0 11 0 11,1 r,", 1, EMMINIM uuurnrnou im riu uunuuouuur MENEENEEND t1øDtIUDU UUUUOUUNUU MMENEENEED nniirinnnriuu !UJJflUOUH,BJU EMEWEEMENG UIJEI IlIlUhlOIlU nuuuufluuhlu aIUDEUDU nounnuouui i nnnnuruw nowannana I111110000I1DL uririunrinon: 0111100110hlnt niinnonuuu: UDUUaEUON: I1IJ0UI1I11JIU1E[ iiunnnnuiui: anuffilaganam 00000000IID MFcAMCIL SCHEDULES PACIFIC VISTA COMMERCE CENTER BUILDING A WHIPTAJI LOOP W. CARLSBAD. CAUFORNW IIJI100000000[ ELftIHIIIIII mmu No SIMON Iloilo IIIIID MECHALSCFEU(JLS PACIFIC VISTA COMMERCE CENTER BUILOINO B WHIPTAIL LOOP W, I CARLSBAO. CALIFORNIA FIr iiiiiaii mmmmmmmmmu iiuuiiiiiimiiiici munuumunum mommmmummg mmommommmu ummumme IIunuhIuuuDu mmmmmmummu munnumunnu flflUOflflUDU mommommmmu iirniuiitiriiira iiuuunnirnui DnUnUUUED tinnnirniiiiiia mummummann OUUIIUUBUUEL iuuanuiiuw: riuuiinuruir tIuunuuhJnuJ UUDUUEflUTI IflUflIrncIIIff[ IU1OIiUDIIIJIE.: mummumummul mulunpull '1 UDOODDII 0 FflIDDI III1IIL no MECHANJC*SCHED4J1.ES PACIFIC VISTA COMMERCE CENTER BUILDING C —I WHIPTAIL LOOP W. cAaLsaAD. CALIFORNIA ii p --.'.---1c-------..--..j. .. ll Fm I - I9 U L. ..---- ---------..-.- ........ .IiT•It U -1 ---.. - IME p p rr 10 k i I I r I [TIii MECHANICAL ROOF PLAN PACIFIC VISTA COMMERCE CENTER II II BUILDING A j Ii nr I > WHIPTAILLOOPW. II I _____________________________ CARLSBAD. CALIFORNIACALUORNLA I II 9 (*) I I'IIL I MECHANICAL ROOFPLAN IPACIFIC VISTA COMMERCE CENTER II I 'HIHE=4 BUILDING B WHIPTAIL LOOP W. cARLS8AD, CALIFORNIA FTh ii FTH.fl U U Li fl r' L11 I E 0 IIWI'~i] j r I MECNN4ICAL ROOF PLAN PACIFIC VISTA COMMERCE CENTER I BUILDING L WIIIPTAIL LOOP W. I CARLSBAD. CALIFORNIA 8 WISE MAN -+- RO HY EQUIPMENT SEISMIC ANCHORAGE PROJECT: PVCC 11 STRUCTURAL ENGINEERS (2015 IBC /2016C8C/ASCE7-10) LOCATION: HIP C7 - Version 1.00 JOB NO: 17-013.04 6/11/2018 16:02:42 EQUIPMENT ANCHORAGE PER ASCE 7-10 133.1 = 2.5 Equipment Weight = 880 lb Length (long side) (@ anchors) = 74 in Rp = 6.0 Curb Weight = 270 lb Width (short side) (@ anchors) = 46 in S05 = 0.751 Total Weight = 1150 lb (WP) IP = 1.0 . # Anchors on long side (10 max) = 4 (24.6 in oc) Z = 30 ft (equip ht) # Anchors on short side (8 max) = 0 (46 in oc) In = 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 Component (LRFD) 111 Anchor Layout 0.4 ( JP)(sD$)(wP)(1+2 0.376 Wp 1 -r --r MIN 0 3 (S,$) (ip) (W) = 0.225 Wp 40---.-- w.x = 1.6 (Sos) (In) (W) = 1.202 Wp r 36 - I a • . 0.370 W, -------- - - - - LaIfl, , CN 110 8& 72 48 4 12 24 48 72. 96 120 Vertical Component (LRFD) a a Fpx ±02(Sos)(Wp)= 01502W .................. .. ----5--'----t---- .................... L...............L.J Anchorage Calculations: Strength Level Forces: ASD Level Forces: F= 0.376 W, = 431.8 lb F= 0.263 Wp = 302.3 lb F= 0.150 W = 172.7 lb Fpz= 0.105 W = 120.9 lb Critical Angie = 0 degrees Critical Angie = 0 degrees MOT= FPX *HT= 13818 lb-in MR= (0.9-F9) * W, * L = 19832 lb-in (at critical angle) MNE-r (MOT -MR) = 0 lb-in (at critical angle) Tu= O. lb Tension 1 Anchor (worst case anchor) V, 54 lb Shear! Anchor (all equal) M0 * HT = 9673 lb-in MR= (0.6Fpz)*Wp *Lx = 13089 lb-in (at critical angle) MNE-l- (MOT -MR) = 0 lb-in (at critical angle) TASO = 0 lb Tension I 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. b~6 '~M~ (s-4 uz'e V'~u -~ ~2~-s " (Asb~ \\WRESERVER\Engineering\Projects\17\17-013 Pacific Vista Commerce Center\Calculations\17-013.04 Tl\2016 CBC - Mechanical HP C7 Screw Capacities 1e 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 ASS! 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) 86Screw 4RScree - #10Scr, 12Scre 4/ Scew Fy Fu TflIC,arl ign Yield Tensile (Pss 643 be, Pta 419 ba) (Pss 1278 ba, Pta 586 Pbs) (Pss 16441, Pts = 1158 Jbs) (Pss= 2330 Pbs, Pis 2325 Ibs) (Pss 3048 Ibs, Pis 3201 Pbs) MI Th r 0138 dpa,Q.272 Head 0164 dla 0 272 Head 0190 dia 0340 Head 0216 dla 0340 Head 0 250 dia, 0409 Head Shear Pull-Out Pu8-Ovor Shear Puil'Out PuFl.Over Shear Pull-Out Pull-Over Shear Pull.Out Pull.Over She Pull-Out Pull-Over 18 00188 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 0.0312 33 33 95 40 140 103 48 ............ ._55 iL..... .__ii._.. ,.,Qj, 175 .iL.... 73 211 3 0.0346 33 45 43 0.0451 33 45 M 214 61 79 140 140 164 244 72 94 195 177. .,,8.4._... 265 188 95 265 203 110 195 () (109 345 280 124 345 302 144 415 54 0.0566 33 45 214 100 140 344 118 195 37O 137 386 394 166 433. 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 46 214 140 140 428 195 195 548 246 386 777 280 775 1,016 324 936 118 0.1242 33 45 214 140 140 426 195 195 548 301 386 iT! 1 342 775 101_ 396 ._LL. 54 0.0566 50 65 214 140 140 426 171 195 534 189 386 569 1 225 625 613 261 752 8 0.0713 50 65 214 140 140 426 195 195 548 249 386 777 284 775 866 328 948 7 0.1017 50 65 214 140 140 426 195 195 548 355 386 777 405 775 1,016 468 1,067 .18 0.1242 50 65 548 365 6 777 Th 572 1.067 Weld Capacities Table Notes Capacities based on the ASS! 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 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. hlckness Design Yield (Mils) Thickness,(kst) (Its 43 0.0451 33 45 54 0.0566 33 45 68 0.0713 33 45 54 0.0566 50 65 905 1 1566 985 68 . 0.0713 50 65 1140 1972 1241 97 0.1017 50 65 1 i9RQ 1e0 'Weld capacity ibr mater/el t/y/ckn05s greater Man 0. .10requ/res engineering judgment to detereM7e leg of welds, Wi and W2. Fillet Welds Longitudinal Transverse Longituci 499 864 544 626 1084 682 789 1365 859 1125 1269 -' sal Transverse 663 832 1048 1202 1514 ce .-II1IIIr. - IIjlII •- I hjLUiLL --miii ; 11th - 0a 4 4w Dimensions LC ____ UNIT DIMENSIONAL DRAWING - UNIT SIZES 04-06 12 Jrl UNIT DIMENSIONAL DRAWING - UNIT SIZES 04-06 (cont) II I- I; RIM b 0 1M011Ic - 13 11 (HEW SUPPLIED) SOS 137.21 4— 11.85 (503.8) - 21.7' 630.5 lANE 28.01 78.61 11000: 1_c= 58] 1S r 01,3,161344.8) OPENING 1 L J p-, 714-1 1 - OF 5.83 SUPPLY 2101 OPENING :r (46] I'.........26.R1 3.00. (5163) 4001 VIEWB CORNER 011085. - ROOF CURB I NOTES ACCESSORY 8 I. 000FCURS ACCESSORY IS SHIPPED DISASSETIBI.AO. cospup.susto, I 2 INSULATED PAUIELSIZS.4 (11 TAlL POI.VURETNNNE FOAM, 44.6 I1-314150943(TY. 3.05861680855 I JANE IN MII.UME7EPIS. ROOFCURBIIS GAGE STEEL Al & ATTACH DUCTWORK TO CURB. (FLANGES Cl' DUCT REST ON WRB CRRPCUR000OAOI 610) SERVICE CLEARANCE ESPY ON EACH SIDE, DIRECTION OF AIR FLOW, *1 CONNECTOR PACKAGE CRRTAYWRORIAOI B FOR THRU-Th6.CURB lAOS TYPE PACKAGE CRBTMPWRS03AS1 IS FOR THRU-TAE.BOTTCIM TYPA lASS CONNECTIONS. 11 13.41 (88031—I CONNECTOR PSG.ACC. GASCONNECTION l'pPE I GAS FI-T1ilG PO'II056N1RINO I CClRTTWI.OABING I ACS0RVCON8E88ENCE FrrnNo I FTITNIG I OUTLAT WIRING CONNECTOR I THRU THE 133188 3116345 lIFT CRBTEIPOV050SASI THRU THE BOTTOM 1I2(l173 PT ] SI4]ISJNPE J U7(1Z7INPT 112(12.71NPT 1-3116 ...J [44.83 rIDS [25.4) 113161668.S]WTDE INSULATED 5006 PANELS 'A N lfl173)'00E INSULATED DECK PANEL 1.307 SECTION E-E NO SCALE 0= GAS SERVICE PLATE 4271 INSIDE 2-3)16 000(3 1368 CURB DRLL 14013,0 2S0.83 SI ASSEMBLY(IF (SEE NOTE *8) SUPPLY AIR RETURN AIR (EELS SUPPLIED) TYPICAL (4) SIDES 7/IS FIWSUFPIJED) FI140 FELT ,,/ (FOLD SUPPLIADI 3--1 311T SEE VIEW "B" CERTIFIED DRAWING 00INESDRELSUSU PRODUCTION 88*105561* 7020*50*0*1 RSIH04AT2140IAI*NS 71165 - 0041738 CURB ASY. ROOF - —EE— ::-T EINE.8Rfla04narE - -I. - 405 NAA000IRI060R ASS 11405. Y-02 oos 48TC400427 1507858 *10011. - 5580 0067/16 - SOIP540FA - 0044004875 0100,101, EE I8,10#SOLUZD 54&81 P851085588 550(SY5 8074115. - P13*104 . WA MED 13 WISEMAN -4- RO HY EQUIPMENT SEISMIC ANCHORAGE PROJECT: PVCC 11 STRUCTURAL ENGINEERS J (2OI5 IBC I2OI6CBC/ASCE7-1O) LOCATION: HP c9 VersIon 100 JOB NO: 17-013.04 611112018 16:03:33 EQUIPMENT ANCHORAGE PER ASCE 7-10 13.31 2.5 Equipment Weight = 1260 lb Length (long side) (@ anchors) = 68 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 cr 4 - : I -- - ,, aat .aaa.t4nseaac t**net.e fl.* 120..& 24B 4t 12 14 48 72 S6 12O 36 - -Il FPX = 04 (1p)(SDS)(WP)(1+2) 0.376 Wp RP Fpx MIN = 0.3 (S0s) (Ip) (Wp) 0.225 Wp Fp. = 1.6 (S) (l,) (Wp) = 1.202 Wp 0.376 W Vertical Component (LRFD) ±0.2 (S0s) (W) = 0.1502 W, Anchorage Calculations: Strength Level Forces: ASD Level Forces: 0.376 W = 521.9 lb Fpx= 0.263 W = 365.4 lb F,,= 0.150 W = 208.8 lb Fpz= 0.105 W,, = 146.1 lb Critical Angle = 0 degrees Critical Angle = 0 degrees M0 - * HT = 17224 lb-in MR= (0.9-F) * W, * L = 30746 lb-in (at critical angle) MNET (MOT -MR) 0 lb-in (at critical angle) Tu= 0 lb Tension I Anchor (worst case anchor) V,= 65 lb Shear! Anchor (all equal) M0 F*HT = 12057 lb-in MR= (0.6-Fpz)'I Wp * Lx = 20292 lb-in (at critical angle) MNET (MOT -MR) = 0 lb-in (at critical angle) TASD 0 lb Tension! Anchor (worst case anchor) 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\Englneering\Projects\17\17-013 Pacific Vista Commerce Center\Calculations\17-013.04 T1\2016 CBC - Mechanical HP C9 14 Dimensions (cont) MPc lIt UNIT DIMENSIONAL DRAWING - UNIT SIZES 07-08 L - aV31 E Hi- E H 7H: ift H Hu 16 UNIT DIMENSIONAL DRAWING - UNIT SIZE 07-08 (cont) ii Fwa lI - CD 0 15 0 0 - Ti U AN 17 15 16 JSE MAN 4- RO H Y EQUIPMENT SEISMIC ANCHORAGE PROJECT: PVCC TI STRUCTURAL ENGINEERS (2015 IBC /2O16CBC/ASCE7-10) LOCATION: EFC1 \W 1 Version 1.00 JOB NO: 17-013.04 6/11/2018 16:04:0 EQUIPMENT ANCHORAGE PER ASCE 7-10 13.3.1 ap = 2.5 Equipment Weight = 50 lb Length (long side) (@ anchors) = 28 in Rp = 6.0 Curb Weight = 20 lb Width (short side) (@ anchors) = 28 in 8DS = 0.751 Total Weight = 70 lb (W) 1p = 1.0 . # Anchors on long side (10 max) = 0 (-28 in oc) Z = 30 it (equip ht) # Anchors on short side (8 max) = 2 (9.3 in oc) h = 30 ft (roof lit) Top of Curb to COG 12 in (not counting corners at short sides) Curb Height = 12 in Total Ht to COG = 24 in (HI) Total Anchor Points = 4 Horizontal Component (LRFD) Anchor Layout FPX 0.4()(IP)(SDS)(WP)(1+2)_r Rp 0.376 Wp NN 0.3 (Sos) (l) (Wp) 0.225 Wp - = 1 6 (Sos) (la) (W) = 1.202 Wp ... 36 Fpx=0.376 W,12 . . m ra. n.rta rat 12D 95 JZ 48 l4. 14 48 ZZ 96 120 Vertical Component (LRFD) 36 F 2= *0.2 (Sos) (Wv) 0.1502 W, Anchorage Calculations: Strength Level Forces: ASD Level Forces: F= 0.376 W = 26.3 lb F9 0.263 W1, = 18.4 lb F= 0.150 W = 10.5 lb F 2 0.105 W = 7.4 lb Critical Angle 0 degrees Critical Angle = 0 degrees M0 * HI 631 lb-in MOT FPX * HT= 442 lb-in MR (0.9-F2) * Wp * L = 245 lb-in (at critical angle) MR= (0.6-F) * W * L = 162 lb-in (at critical angle) M 1 (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) TASO = 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. V 7 I?o(As) \\WRESERVER\Engineering\Projects\17\17.013 Pacific Vista Commerce Center\Calculations\17-013,04 TI\2016 CBC - Mechanical EF Cl Roof Downblast - Exhaust Belt & Direct Drive GB-131 e G-133 250 200 150 0-1 100 'I (483) Damper Size = 12 x 12 (305 x 305) Roof Opening = 141h x 141/2 (368x368) Shroud Thickness = 0.051 (1.3) Motor Cover Thickness = 0.040 (1.0) Curb Cap Thickness = 0.064 (1.6) AApproxjmate 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. 0 17 Buil4iing Value in Air. VAR! (GREEN .0 .. (8dl) \______ .11PM . / - RPM teb/) ____________ ____________ ____________ \. OeoIty 0.076 lb/Il' Oor.ty 1.2kg/rn' : ..... , 133-Bi. .'., ............... . LC .. . ....' ... . \ \\ \\ 0 500 1000 1500 2000 251 Volume (cfrrl) o 500 1000 1500 2000 2500 3000 3500 4000 Volume (m2/hr) Direct Drive RPM I C-860 RPM B-1140 RPM A-1725 RPM VG-1725 RPM rHp Fan RPM I - • • 0 0.125 Stàc P !Ièhes W . 0 25 0 375 0;5 ,0 .625 0 75 I 1 1 25 1 5 I Belt NEUM Direct - E 580 FM ... . 823 - 626 :...._._ I 1 T BHP Sones 0.02 4.5 0.02 4.5 MAXIMUM BHP AT A GIVEN RPM = (RPM/2047 )3 L I MAXIMUM RPM - GB-131=1725, G-133=1725 fM H22 879 650 j TIP SPEED (ft/min)RPM x 3.436 720 04 0.04 MAXIMUM MOTOR FRAME SIZE =56 C-1/8 860 Sones CFM 5.4 1221 Lc.08 1 5.4 1106 5.2 L92 Lilt 0.07!........ 1/4 1000 BHP ~F~L i 0.10 3 0.11 ....... 1075 867 0.11 0.12 0.11 B-1/6 CE 1140 es! CFM BHP fionesLjo.o 8.1 1618 0.15 8.0 1535 0.16 9.8 7.7 7.4 7.0 1444 1340 1211 1031 0.16 0.17 0.17 0.17 9.6 9.2 8.8 8.5 - 1250 lBHPT_M! ISanes! 12.0 1698 11.7 1617 1528 1426 1133 L. iPL 11.3 11.0 10.5 9.7 CFM 1866 F 0.22 794 1718 V 1637 1545 35 1305 T 1315 0.23 0.24 0.25 0.267 T1.26 76.-iF- . Sones 13.2 12.8 12.5 12.1 11.7 11.2 10.9 1/3 1440 CFMJ BHP 2044 0.29 -i --- 1978 0.31 1911 1 1838 1759 0.32 0.33 0.34 -in--- 1674 0.34 -i - 1571 0.35 -- 1299 3 0.34 - --. 1600 CFM 1BHPJ 2271 0.40 2212 PLJPiQ. j 2152 2088 1 2023 0.44 0.45 1873 0.47 1783 7 . 1686 1425 0.47 J!&Q_ 1/2 Sone& 16.2 16.0 15.8 15.6 15.3 14.6 14.2 13.9 13.2 CFMJ2391 2335 2279 2219 2158 2093 2020 1857 1654 1312 1685 1 BHP 0.47 0.48 0.50 0.51 0.52 0.55 (L56 0.56 0.52 A-1/2 _Jesi16.9 16.6 16.3 L 16.0 15.7 [ 15.1 14.8 14.5 13.9 13.5 3/4 1725[jO.500.52 CF1IIj2448k 2338 1 221 1 -6-6 6- 0.5310.55. 0.56 _t 0.57 9L 0.58 174L f 0.59 0.60 1 1474 0.58 - H Fsones17.4 i 17.0 16.7 116.3 15.9. 15.6 .15.4 J 149 14.3 13.8 Performance certified is for Installation typo 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 cones at 5 ft. (1.5 m) in a hemispherical free field calculated per AMCA Standard 301. Values shown are for installation type A; free Inlet hemispherical cone levels. 24 Metal Stud Header Design 18 WISEMAN-I-ROHY STRUCTURAL ENGINEERS 19 WISEMAN + ROHY STRUCTURAL ENGINEERS ( BY fr1 DATE SHEET NO. OF - JOB NO. _________________ Screw Capacities Me 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 (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). 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). 10, Screw shear strength Is the average value, and tension strength Is the lowest value listed in CFSEI Tech Note (F701-12). 11. Higher values for screw strength (Pss, Pts), may be obtained by specifying screws from a specific manufacturer. Screw ConnectionAllowable Capacity ui #6Sc -oScre #10Sz - #12Screw' ,. I Se Design F Yield Ii (Pss 643 lbs Pts 419 Ibs) (Pss 1278 lbs, P16 586 lbsj (Pss 1644 We, Pie = 1158 Pbs) (P"= 2330 lbs. Pie 2325 Pbs) lPss= 3048 lbs. Pis = 3201 Pbs) (91111 Thickness 0138 Ola 0272 Head 0164 dia 0 272 Head r 0190 dia 0340 Head 0216 d,a 0340 Head 0250 dla 0409 Head Shear Pull-Out Pull-Over Shear PulI.Qut 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 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 0.0312 33 33 95 40 140 103 48 140 111 55 175 118 63 175 127 73 211 CJW 0.0346 0.0451 33 33 45 45 151 214 61 79 140 164 72 195 84 265 188 95 265 203 110 318 140 244 94 195 <L63 109 345 280 124 345 302 144 415 54 0.0566 33 45 214 100 140 344 118 195 0 137 386 394 156 433 424 180 521 68 0.0713 33 45 214 125 140 426 149 195 523 173 386 557 196 545 600 227 856 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 45 214 140 140 426 195 195 548 301 386 777 775 396 54 0.0566 50 65 214 140 140 428 171 195 534 198 386 569 225 625 613 261 752 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 1,016 466 1,087 0.1242 50 65 356 m 44 j 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, 0.030 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. Thtciqsess Oesign' YJId Te l11 Thickness (ksfl (1i) Longitu 43 0.0451 33 45 499 54 0.0566 33 45 826 68 00713 33 45 789 97 0.1017 33 45 1128 54 0.0566 50 65 905 68 0.0713 50 65 1140 Flare Groove Wc,Id Transverse Longltssdinal Transverse 864 544 663 1084 682 832 1365 859 1048 1269 1566 985 1202 1972 1756 1241 -' 1514 I 'Weld capacity for materIait/,Ickn ass greeter than 010requinas engbseer/ng joc/groant to determine leg of welds, Wi and W2. WISEMAN+ROHY Structural Engineers PROJECT: PVCC TI LIGHT GAUGE BOX BEAM DESIGN = LOCATION: RI December 2013 JOB NO: 17-013.04 6/11/2018 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 NAyj 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 DLL/240 LL = L I 360 TLL/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 I screw in 18 gauge steel VERTICAL FORCES: OWN N.A. vert = 6.391 in (from top) 5.109 in (from btm) I vert = 31.124 in S vert = 4.870 In V max 997.5 pounds Q top track= 1.558 in3 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 IL deflection = 0.452 in = L I 558 OK MDL = 62.8 k-in MLI = 0.0 k-in MTL = 62.8 k-in fb = 12.9 ksi <0.6 Fy min OK V = 998 pounds A0 vert = 0.902 Ifl1 f= 1.11 ksi HORIZONTAL FORCES: N.A. horiz = 1.813 in I horiz = 4.589 in S horiz = 2.532 in Vmax= 0 pounds 0 side studs = 0.962 in q = yOu = 0.0 lb/in Use 2#lO Screws at - in o.c. Wind deflection = 0.000 in = L / na OK ent:. M.om ---------------- MWIND = 0.0 k-in 0.0 ksi < 0.6 Fy min OK b - COMBINEDX&Y = 12.9 ksi < 0.6 Fy min OK V= 0 pounds A0 horiz = 0.327 0.00 ksl SCREW SPACING( #10 SMS) end (Note: two screws at each spacing) centetline 0% - bob Length 10% - 20% Length 200/,,- 30% Length 30% - 40% Length 40% - 50% Length 10,53 in o.c. 13.16 in o.c. 17.55 In cc. 26.33 in o.c. 52.66 in o.c. 22 WISEMAN + WHY STRUCTURAL ENGINEERS ( BY DATE _______ PROJECT /'C( 7T . SHEET NO. _______ OF Design F Section ThIckness (i.i GrossPropertles Area Weight lx Sx Rx (i,,') (jft (jn4) (in') (In) ly (In') Ry (In) Ixo (In') Effective Properties See Mat Mad Vag Vanet (In') (in k) (In k) (Ib) (Ib) TorsIonIPropeflies Jx1000 Cw Xo rn Ro (In'( ((n (In) (in) (In) Lu (in) 362S137-33 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 362S13743 0,051 33 0,306 104 0.616 0.340 1.419 0.07& 0497 0.616 0,320 632 665 1739 676 0.207 0.208 0991 0808 I 801 0897 346 362S137-54 0.0566 33 0.379 1.29 0.756 0.411 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 3623137-54 0.0566 50 0.379 1.28 0.756 0.417 1.411 0.091 0.490 0.756 0,381 11.42 11.91 3372 1016 0.405 0.251 -0.978 0.601 1.785 0.700 27.9 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 0109 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 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 3e2S137-97 0.1017 50 0.648 2.20 1.229 0.678 1.377 0.137 0.46 1.229 0.662 24.1 24.87 5943 875 2.233 0.390 -0.922 0.573 1.720 0.713 25.1 3628162-33 0.0346 33 0.Z02 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 36 62-43 0.0451 33CO)1.16 0.710 0.392 1.445 0.127 0:611 0,710 0.372 7.34 7.62 1139 676 0.230 0.376 -1.297 0.782, 2,036 0.594 42.5 362S162-54 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 362S16244 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 Ô.774 2.020 0.597 34.4 362S162-68 0.0713 33 0.524 178 1.069 0.590 1.429 0.186 0.596 1.069 0.579 11.43 11.65 2884 662 0.887 0.552 -1.264 0.765 1.998 0.600 42.7 3628162-68 0.0713 50 0.524 1.78 1.069 0.590 1.429 0.186 0.596 1.069 0.574 17.16 17.65 4370 1004 0.887 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 2.496 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 876 2.496 0.723 -1.226 0.745 1.54 0.606 31.5 3625200-33 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 3626200-43 0.0451 33 0.385 1.31 0.836 0.461 1.474 0.227 0.767 0.836 0.427, 8.43 0.70 1739 676 0.261 0.736 -1.729 1.024 2.398 0.480 53.5 3628200-54 0.0566 33 0.479 1.63 1.030 0.558 1.467 0.277 0.761 t030 0.553 10.93 11.23 2341 705 0.511 0.896 -1.715 1.016 2.382 0.482 53.6 3628200 54 00506 50 0.479 163 1,030 0.568 1.467 0277 9.761 1.030 0490 14.66 1547 3372 1016 6.611 DIM 1715 i.616 2.382 0.482 433 362S200-68 0.0713 33 0.595 2.02 1.265 0.698 1.453 0.337 0.753 1.265 0.687 15,292 15.54 2884 662 1.008 1.089 -1.696 1.00 2.360 0.464 50.6 3628200 68 00713 50 0595 2.0.2 1266 0.698 I 468 0.337 0763 1.266 0686 1996 2051 4370 1004 1008 1.089 1696 1.00 1 6 2.360 0 484 433 3523200-97 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 -1.656 0.986 2.315 0.487 50.0 362820097 01017 50 0.826 281 1.711 0.944 144 0.446 0.735 1.711 0.928 3203 3257 5943 875 2.847.1,441 1668 0.986 2315 0487 406 362S250-43 0.0451 33 0.43 1.46 0.98 0.541 1.51 0.385 0.948 0.98 0.449 8.08 9.35 1739 676 0.292 1.230 -2.189 1.277 2.830 0.396 64.2 3.628250-54 00566 33 0.535 182 121 0668 1504 0473 094 121 0582 1151 1246 2341 705 0.571 1608 2184 1269 2813 0397 643 362S250-54 0.0566 50 0.535 1.82 1.21 0.668 1.504 0.473 0.94 1,205 0.514 1•4 16.54 3372 1016 0.571 1.506 -2.164 1.269 2.813 0.397 52,0 3628250-68 0.0713 33 0.666 227 149 0.822 1.496 J0.578 0931 149 0.774 1665 1768 2884 662 1129 1.837 2165 1259 2.791 0398 654 362S250-68 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 362825097 01017 33 0927 316 2.027 1118 1,478 0.772 0.912 2027 1100 2485 2526 3922 577 3.197,2452 2126 1239 2.746 0400 610 3628250-97 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 2.746 0.400 49.3 362S300 54 00566 33 0592 201 1390 0767 1 533 0734 1114 1383 0.667 1199 1322 2341 '705 0632 2316 2659 1522 3.265 0337 745 3625300-54 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 '3.266 0.337 60.2 3625300 88 00713 33 0.738 251 1.716 0.947 1.525 0.900 1.105 1.716 0811 1602 1765 2854 662 1,250 2.833 2.640 1 512 3243 0337 749 3625300-68 0.0713 50 0.738 2.51 1.716 0.947 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 362S300 97 0.1.017 33 1,029 350 2343 1292 1609 1213 1.086 2343 1 217 2685 28.61. 3922 577 3,548 3803 2600 1491 3196 0338 716 3625300-97 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 875 3.548 3.803 -2.600 1.491 3.196 0.338 60.9 4008137-33 0.0346 33 0.248 0.85 0.603 0.301 1.556 0.061 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 400S137-43 0.0451 33 0.323 1.10 0.776 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 4003137-54 0.0566 50 6.401 1.36 0.953 0.477 1.542 ' 0.094 0.484 0.953 0.428 12.82 13.38 3.372 1223 0.428 0.311 -0940 0.583 .. 1.870 0.747 27.7. 400813748 0.0713 33 0.497 1.69 1.165 0.582 1.531 , 0.112 0.475 1.165 0.567 11.21 11.51 3215 895 0.842 0.375 4922 0.574 1.849 0.751 342 400813766 0.070 50 0497 168 1.165 0582 I 531 0.112 0.475 .1.165 0558 116.7.0 1.7.4.4 4871 1356 0842 0375 -0922 0.574 1.844 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 18.08 19.23 4394 797 2.365 0.486 -0.885 0.555 1.806 0.760 30.5 4003137-97 0.1017 50 0.686 2.33 1.557 0.779 1.507 0.142 0.454 1.557 0.764 27.81 . 28.33 6658 1207 . 2.365 . 0,486 . -0.885 0,555 1.806 0.780 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 4008162-43 0.0451 33 0.357 1.21 0.892 0.446 1.581 0.131 0606 0.092 0.417 8.23 8.54 1739 810 0.242 0.460 4.252 0.761 2.106 0.647 42.2 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 -1.238 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 0.580 -1.238 0454 2,090 0.649 341 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 695 0.833 0.677 -1.220 0.745 2.069 0.653 42.2 4005162-68 0.0713 50 0.550 1.81 1.346 0.673 1.564 0.192 0.591 1.346 0,648 19.41 20.15 4871 .....1356- 0.933 'O.677'-1;220.....0.746 -2.059 0853 '3.4.0" 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 400S162-97 0.1017 50 0.762 2.59 1.812 0.906 1.642 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 4008200-33 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 -1.686 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 9.74 1739 810 0.272 0.806 4676 1:000 2.449 0.532 53.0 4008200-54 0.0566 33 0.500 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 -1.662 0.993 2.433 0.534 53.0 4008200754 0.0566 50 0.500 1.70 1.292 0.646 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 0.750 1.589 0.780 1540 15.70 3215 895 1.054 1.318 -1.643 0.983 2.412 0.536 53.2 400S200-68 713 0.071350 0.622 2.12 1.589 0.795 1.599 0.349 0.750 .1.589 0.751 22.48 23.04 4871 1356 1.054 1.318 -1.843 0.983 2,412 0:636 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 2.165 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 VYV suiien ers ate eeuitea SC Si, SUpport points 51121 concentrated loads. 2,4/lowab/e moment includes cold work of forming. See Table No/as on page 7. 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 B To: City of Carlsbad Building Department Project No. CBC2018-0320 From: Ware Malcomb Esgil: Structural: 3. Detail 12/S1.B.0 has been marked as "NOT USED". Mechanical: 1. See section 2/AO.B.5a for clarification on parapet height at mechanical unit. 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. Added notes to door hardware on sheet A7.A.1. S. Modified roof curb to match approved Bulletin #3 shell HVAC roof curb detail. RECEIVED AUG 06 2018 CITY OF CARLSBAD BUILDING DIVISION 6363 Greenwich Dr #175, San Diego, CA 92122 P. 858.638.7277 F 858.638.7506 8.3.2018 PAGE 1 LW. 1 1EI)'J I architecture I planning I interiors I branding I civil Plan Check Response Comments Date: 2018-07-12 To: City of Carlsbad Building Department RECEIVED JUL 17 2018 CITY OF CAP) ORA Project Name:. Pacific Vista CommeQ Center BUI building B DIVISION Project No.: CBC2018-0320 From: Ware Malcomb Planning: Site Plan: 1. Site plan on sheet AO.B.5 has now included setbacks, topo, and legal description. Zoning: 5. See Building B parking summary breakdown of each use on sheet AO.B.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: 1. See sheet AO.B.5a for added line of sight from Whiptail Loop showing parapet properly screens all rooftop equipment. Esgil: Mechanical: Mechanical units HP-B1 and HP-B2 are located at least 10'-0" away from inside face of parapet to meet code safety and sightline requirements on sheet M2.B.2. Electrical: See sheet ESB for removed incorrect disconnect notes. Energy: All demising walls on first floor are full height to underside of mezzanine deck. See keynote #417 on A.2.B.1 for insulation requirements to underside of mezzanine 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: "FOR REFERENCE ONLY" has been added to sheet A1.B. 1 over the HPS sheet. See sheet E1B & E2B for added notes on existing shell emergency lighting at landings. Additional Changes: Architectural: Ceiling grids have been changed to 2'x2' tiles. Restroom ceiling insulation has been modified. All 1p3 walls have been relabeled to 16. See sheet A2.B.1. Furniture 3-Boxes have been removed from plans. Door schedule modifications. Structural: 1. Modified detail 7 on sheet S1.B.0 to no longer penetrate roof. Mechanical: 6363 Greenwich Dr #175, San Diego, CA 92122 P. 858.638.7277 F 858.638.7506 7.15.2018 PAGE 1 WARE MALCOMB architecture I planning I interiors I branding I civil Bypass damper (BD-1) has been removed from Zone Damper Schedule on sheet MO.B.2. Bypass duct and bypass damper (BD-1) has been removed from HP-B2 on sheet M2.B.1. Electrical: See sheets E1B & E2B for recounted "G" and GE" fixtures and updates. See sheets E1B & E2B for added photocell to "G" and "GE" descriptions. Existing lights now marked as demo on sheet E1B & E2B where demising occurs. Emergency warehouse lighting added/removed based on proposed egress on sheet E1B & E2B. Outlet added on LV633 on sheet E1B. See sheet E2B for updated panel schedules LV6 & HV6. See sheet E3B for added outlet detail. See sheet E5B for updated single line loads and updated feed for HV6. 6363 Greenwich Dr #175, San Diego, CA 92122 P. 858.638.7277 F 858.638.7506 7.16.2018 PAGE 2 SAN DIEGO REGIONAL IECORDID# OFFICE USE ONLY LCC) HAZARDOUS MATERIALS CHECK # zw -' -m',p- øô -570 QUESTIONNAIRE 045 107-7d bll BP DATE I / Business Name Business Contact PODS 1 rpri'ce.s, LLC DOviieI <vi.c.fo Telephone # (72.-i) b47- 18,12- Project Address City 2-P'20 wh91-zi L Loop irbOd State Zip Code gio w I APN# I 209-120-25-00 Mailing Address I335 FeaTher City State couvvi Ew 400 CAearvicU-er FL Zip Code 3 -7c,2 I I Plan Fiie# Project Contact 0,016 Mt(eYlz(e Applicant E-mail Cya,ke.itzie.@od.co-i Telephone # (72-1)200 -c,(7 THe TOHOWIng questions represent the tacllitys acttvttles, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not reuuired for arolects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. B (Office) and Occupancy Rating: (Wareouse)Facility's Square Footage (Including proposed project): B (Office): 1,618 SF and S (Warehouse): 108,565 SF 1. Explosive or Blasting Agents 5, Organic Peroxides 9. Water Reactives 13, Corrosives . Compressed Gases 6. Oxidizers 10. Cryogenics 14. OtherHeallhHa Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. . 4. Flammable Solids 8. Unstable Reactives 12. Radloactivés Call (858) 505-6700 prior to the Issuance of a building permit, /7 (f, c 7/. —7 11 V7y.c P[. FEES ARE REQUIRED Project Completion Date: Expected Date of'Occupancy: YES NO (for new construction or remodeling projects) 0 19 Is your business listed on the reverse side of this form? (check all that apply). Q Will your business dispose of Hazardous Substances or Medical Waste In any amount? 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 . Will your business store or handle carcinogens/reproductive toxins In any quantity? f . 0 Will your business use an existing or install an underground storage tank? Will business handle Regulated Substances your store or (CalARP)? 0 Will your business use or Install a Hazardous Waste Tank System (Title 22, Article 10)? 0 Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to f the answer to any Diego, CA 92123, CaIARP Exempt Dale Initials C) CalARP Required Data tnitlaia CaIARP Complete Dale Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES' answer requires eAstamp fro p124 Diego, CA 92131 acdcomsdcountv.ca.00v (858) 586-2650), ('ho stamp required if QI Yes Q3 Yes 4-Q6 No]. Thefo114ifng' to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these qüttoi requirements contact APCD. Residences are typically exempt, except - those with more then one building* on te property; single buiidin dwelling units; !ownhomes; condos; mixed-commercial use; deliberate bums; residences forming part of a larger project. ['Excludes garages YES AUU 9 1 [l I. 0 . Will the project disturb 1 square feet or more of existing building materials? - 0 19 Will any load supporting structural members be removed? Notification may be required 10 work", g rJ prior to commencing demolition. 0 0 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a tdAsbestos Consultant or Site Sur Technician? FkCK. 0 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb isto rtalnirigaterlaI? Nolific may be required 10 working days prior to commencing asbestos removal. 0 ' Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdapcd.oro/info/facts/oermits.pdf) for typical equipment requiring an APCD permit. 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 Briefly describe business activities: Briefly describe proposed project: Movivl.G3 ' GtDrcOe- of HoUsckold evocts First generation tenant Improvements to shell building currently under construction. of perjury that to the best of my knowledge and or FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: FOR OFFICAL USE ONLY: herein are true and correct. _ /IQ uS BY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEA5EU0NG PERMIT BUT NOT FOR OCCUPANCY REI.EASBO FOR OCCUPANCY COUNTY-HMD' APCD tiN','-444' APCD , CO'JNTY.HMD APCD R.EVI ED 101 A stamp in this box galy exempts businesses from completing 01Vi94'Flazardous Materials Business Plan. Other permitting requirements may still apply. HM-9171 (08/15) 7EE) lit) t' cc_fe_s. County of San Diego— DEH - Hazardous Materials Division are For c with small