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Home My WebLink About2800 WHIPTAIL LOOP; 101; CBC2020-0081; PermitBuilding Permit Finaled (city of Carlsbad Commercial Permit Print Date: 12/12/2023 Job Address: 2800 WHIPTAIL LOOP, # 101, CARLSBAD, CA 92010-6751 Permit No: Status: CBC2020-0081 Closed -Finaled Permit Type: BLDG-Commercial Work Class: Tenant Improvement Parcel#: 2091202500 Track#: Valuation: $207,527.62 Lot#: Occupancy Group: B/Sl Project#: #of Dwelling Units: Plan#: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: Construction Type:VB Orig. Plan Check#: Plan Check#: Applied: Issued: Finaled Close Out: 02/27/2020 05/17/2021 12/12/2023 Final Inspection: 12/03/2021 INSPECTOR: Renfro, Chris Kersch, Tim Description: SPEC SUITE: SHELL TO OFFICE: 4,462 // WAREHOUSE: 92,742 (NO MEZZANINE IN THIS SCOPE) E-REVIEW Applicant: WARE MALCOMB DANIEL SCHNIZLER 3911 SORRENTO VALLEY BLVD, # 120 SAN DIEGO, CA 92121-1456 (858) 500-4614 FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) Property Owner: GATEWAY PACIFIC VIEW LLC 4275 EXECUTIVE SQ, # 370 LA JOLLA, CA 92037-1466 (858) 812-7960 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL PLUMBING BLDG COMMERCIAL NEW/ADDITION/REMODEL PUBLIC FACILITIES FEES -inside CFO SB1473 GREEN BUILDING STATE STANDARDS FEE SEWER BENEFIT AREA FEES -E SEWER BENEFIT AREA FEES -E SEWER CONNECTION FEE (General Capacity all areas) STRONG MOTION-COMMERCIAL TRAFFIC IMPACT Commercial-Industrial w/in CFO Tota! Fees: $29,819.16 Total Payments To Date: $22,876.64 Contractor: RYAN COMPANIES US INC 533 S 3RD ST, # STE 100 MINNEAPOLIS, MN 55415-1101 (612) 492-4791 Balance Due: AMOUNT $1,009.40 $1,268.19 $89.00 $175.00 $55.00 $86.00 $3,777.00 $9.00 $5,996.10 $6,942.52 $1,576.84 $58.11 $8,777.00 $6,942.52 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. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov (city of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 PI an Check =-!;',__,'="~='-'-.,,,_,LL, Est. Value PC Deposit .flU:..J!!'-1..._,_J:i~==-- D ate 7-~2}-'l.oio IOI Job Address 2800 WHIPTAIL LOOP. CARLSBAD. CA 92010 Suite: -~=1,.._ __ APN: 209-120-25-00 Tenant Name: SPEC SUITE CT/Project#: __________ Lot#: ___ _ Occupancy: OFFICE (B) Construction Type: _Vc..·-=B __ Fire Sprinklers: lveslf no Air Conditioning: Ives!/ no BRIEF DESCRIPTION OF WORK: FIRST GENERATION TENANT IMPROVEMENT. D Addition/New: ___________ New SF and Use, ___________ New SF and Use, ____ Deck SF, Patio Cover SF (not including flatwork) ~ Tenant Improvement: Existing Use WAREHOUSE (S-1) Proposed Use OFFICE (B) 9,310 SF, ______ SF, Existing Use ______ Proposed Use ______ _ 0 Pool/Spa: _____ SF Additional Gas or Electrical Features? ____________ _ LJ Solar: ___ KW, __ Modules, ___ Mounted, Tilt: Yes/ No, RMA: Yes/ No, Panel Upgrade: Yes/ No D Plumbing/Mechanical/Electrical Only: __________________________ _ D Other: --------------------------------------- APPLICANT (PRIMARY) Name: DANIEL SCHNIZLER PROPERTY OWNER Address: 3911 SORRENTO VALLEY BLVD. #120 City: SAN DIEGO Phone: (858) 500-4614 State: CA Zip: 92121 Email: DSCHNIZLER@WAREMALCOMB.COM DESIGN PROFESSIONAL Name: WARE MALCOMB Address: 3911 SORRENTO VALLEY BLVD. #120 City: SAN DIEGO Phone: (858) 500-4614 State: CA Zip: ..s:9.:.21-'"2"-'1 __ Email: NDEAN@WAREMALCOMB.COM Architect State License: ~C~3~3'-1-=8-=5 ________ _ Name: GATEWAY PACIFIC VIEW LLC Address: 4275 EXECUTIVE SQUARE SUITE #370 City: LA JOLLA State: CA Zip: -=-92"'0'--'3'-'7 __ _ Phone: (858) 812-7910 Email: CHRIS.WOOD@RYANCOMPANIES.COM CONTRACTOR BUSINESS Name: RYAN COMPANIES Address: 4275 EXECUTIVE SQUARE SUITE #370 City: LA JOLLA State: CA Zip: ....,9'-"2"'0,._37,.._ __ _ Phone: (858) 500-4614 Email: ROBBIE.KNIGHT@RYANCOMPANIES.COM State License:~8'-4-=2'-4-=8~7 ___ Bus. License:_,1.,,2=2=2"-88,e_4:,:__ __ _ (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/she 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/she 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}). 1635 Faraday Ave Carlsbad, CA 92008 B-2 Ph: 760-602-2719 Fax: 760-602-8558 Page 1 of 2 Email: Building@carlsbadca.gov Rev. 06/18 ( OPTION A}: WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty af perjury one of the following declarations: D l have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. t'!!I I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: Liberty Mutual Insurance Policy No. WA5-64D-445221-029 Expiration Date: ~3~/~3~1~/2~0~2~0~---- ( OPTION B }: OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: DI, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D 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). DI 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. D Yes D No 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address/ phone/ contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address/ phone/ type of work): OWNER SIGNATURE: □AGENT DATE: _____ _ ---------------------- CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 {i) Civil Code). Lender's Name: N/ A Lender's Address: ~N~/~A~------------------- ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: 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? D Yes l8J No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D Yes ~ No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? n Yes :t:iQ 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. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances 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 LIABILIT!ES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over S'O' deep and demolition or construction of structures over 3 stories in height EXPIRATION: Every permit issued by the Building Official under the provisions of this 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 building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT SIGNATURE: y.i.£2 5s-_ DATE: ~02~/_26~/_20~2~0 ___ _ 1635 Faraday Ave Carlsbad, CA 92008 B-2 Ph: 760-602-2719 Fax: 760-602-8558 Page 2 of 2 Email: Building@carlsbadca.gov Rev. 06/18 PERMIT INSPECTION HISTORY for (CBC2020-0081) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 02/27/2020 Owner: GATEWAY PACIFIC VIEW LLC Issue Date: 05/17/2021 Subdivision: Status: Scheduled Date 08/20/2021 11/15/2021 12/03/2021 Closed -Finaled Expiration Date: 01/10/2022 IVR Number: 25092 Address: 2800 WHIPTAIL LOOP, # 101 CARLSBAD, CA 92010-6751 Actual Inspection Type Start Date Checklist Item Inspection No. Inspection Primary Inspector Status COMMENTS BLDG-Building Deficiency TCO final office Tl only, pending fire final inspection., Need final Paperwork, test and balance reports, lighting, waste and recycling BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final 08/20/2021 BLDG-Final Inspection Checklist Item 164740-2021 COMMENTS Partial Pass Chris Renfro BLDG-Building Deficiency Courtesy inspection for CO2 and nitrous oxide HVAC detection system for inside warehouse. BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final 11/15/2021 BLDG-Final Inspection Checklist Item 170755-2021 COMMENTS Partial Pass Chris Renfro BLDG-Building Deficiency Partial pass TCO final on warehouse receiving and only. OK to operate pending fire final completion. BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Fina! BLDG-Electrical Final 12/03/2021 BLDG-Final Inspection Checklist Item 171813-2021 COMMENTS Passed Tim Kersch BLDG-Building Deficiency Partial pass TCO final on warehouse receiving and only. OK to operate pending fire final completion. BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Reinspection Inspection Passed No Yes Yes Yes Yes ReJnspection Incomplete Passed No Yes Yes Yes Yes Reinspectlon Incomplete Passed No Yes Yes Yes Yes Complete Passed Yes Yes Yes Yes Yes Tuesday, December 12, 2023 Page 3 of 3 PERMIT INSPECTION HISTORY for {CBC2020-0081) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 02/27/2020 Owner: GATEWAY PACIFIC VIEW LLC Issue Date: 05/17/2021 Subdivision: Status: Scheduled Date 06/11/2021 06/24/2021 07/06/2021 07114/2021 07128/2021 Closed -Finaled Expiration Date: 01/10/2022 IVR Number: 25092 Address: 2800 WHIPTAIL LOOP, # 101 CARLSBAD, CA 92010-6751 Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Status 0611112021 BLDG-17 Interior Lath/Drywall 159469-2021 Passed Chris Renfro Checklist Item COMMENTS BLDG-Building Deficiency 06124/2021 BLDG-34 Rough Electrical 160492-2021 Partial Pass Chris Renfro Checklist Item BLDG-Building Deficiency COMMENTS Partial pass on rough electrical in lids all restrooms 07106/2021 BLDG-85 T-Bar, Ceiling 161140-2021 Passed Tim Kersch 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 COMMENTS 07/14/2021 BLDG-34 Rough Electrical 161639-2021 Partial Pass Chris Renfro Checklist Item BLDG-Building Deficiency COMMENTS Partial pass on rough electrical Sub panels and main panels 07/28/2021 BLDG-84 Rough Combo(14,24,34,44) 162935-2021 Cancelled Chris Renfro Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bo!ting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS Partial pass on rough combo in walls in kitchen break room and inside bathrooms. Warehouse restrooms are pending BLDG~Final Inspection 163156-2021 Partial Pass Chris Renfro Reinspection Inspection Complete Passed Yes Reinspection Incomplete Passed Yes Complete Passed Yes Yes Yes Yes Yes Relnspectlon Incomplete Passed Yes Relnspection Incomplete Passed No No No No No Relnspectlon Incomplete Tuesday, December 12, 2023 Page 2 of 3 Building Permit Inspection History Finaled (city of Carlsbad PERMIT INSPECTION HISTORY for (CBC2020-0081) Permit Type: BLDG-Commercial Application Date: 02/27/2020 Owner: GATEWAY PACIFIC VIEW LLC Work Class: Tenant Improvement Issue Date: 05/17/2021 Subdivision: Status: Closed -Finaled Expiration Date: 01/10/2022 Address: 2800 WHIPTAIL LOOP, # 101 IVR Number: 25092 CARLSBAD, CA 92010-6751 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 05/19/2021 05/19/2021 BLDG-21 15767 4-2021 Passed Chris Renfro Complete Underground/Underflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06/02/2021 06/02/2021 BLDG-14 158618-2021 Partial Pass Tim Kersch Reinspection Incomplete Frame/Steel/BoHlng/We ldlng (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial inspection for 2 1 /2 inch walls Yes marked on plans. 06/03/2021 06/03/2021 BLDG-34 Rough 158801-2021 Partial Pass Chris Renfro Reinspectlon Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass on rough electrical in walls Yes only. 06/07/2021 06/07/2021 BLDG-44 159035-2021 Passed Chris Renfro Complete Rough/Ducts/Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-84 Rough 158993-2021 Partial Pass Chris Renfro Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass on rough combo in walls in No kitchen break room and inside bathrooms. Warehouse restrooms are pending BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 06/08/2021 06/08/2021 BLDG-24 Rough/Topout 159163-2021 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes Tuesday, December 12, 2023 Page 1 of 3 DATE: 4-20-2020 JURISDICTION: CARLSBAD PLAN CHECK#.: 2020-0081.RCl.e ✓. EsG1I SET: II PROJECT ADDRESS: 2800 WHIPTAIL LOOP, SUITE C-1 PROJECT NAME: PACIFIC VISTA COMMERCE -T.I. / APPLICANT JURIS. ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D 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. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted:~/)0j]Qby<;:"?r) Email: Mail Teleph ~ REMA S: et II Approved Electronically, Set I Structural Cale Package was physical. By: Erich A. Kuchar, P.E. Enclosures: Set I Structural Cale Package EsGil 4/8 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 DATE: MAR. 26, 2020 JURISDICTION: CARLSBAD PLAN CHECK#.: 2020-0081 ✓. EsG1I SET: I PROJECT ADDRESS: 2800 WHIPTAIL LOOP, SUITE C-1 PROJECT NAME: PACIFIC VISTA COMMERCE -T.I. □ APPLICANT □ JURIS D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D 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. D 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: D 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: Dan Schnizler Telephone#: 858-500-4614 Date contacted: (by: ) Email: dschnizler@waremalcomb.com Mail Telephone Fax In Person 0 REMARKS: By: ALI SADRE S.E. Enclosures: EsGil 3/02 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 .. CARLSBAD 2020-0081 MAR. 26, 2020 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK#.: 2020-0081 PROJECT ADDRESS: 2800 WHIPTAIL LOOP, SUITE C-1 SCOPE= T.I.; STORIES= ONE; CONSTRUCTION= V-B; SPRINKLERS= YES; HEIGHT= NO CHANGE; T.I. AREA= 9,310; OCCUPANCY= B/S1 DATE PLAN RECEIVED BY ESGIL: 3/02 REVIEWED BY: ALI SADRE S.E. FOREWORD (PLEASE READ): DATE REVIEW COMPLETED: MAR. 26, 2020 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 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. 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 2020-0081 MAR. 26, 2020 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? □ Yes □ No PLANS 4. Please update the sheet index on the cover sheet of the plans to match its content. 5. The combination toilet paper dispenser, as shown on details B, F & J/A6.1, are not permitted. CBC, Section 11 B-609.3. Similarly, for detail B/A6.2. 6. Please add interior glazing elevations for offices #103, 104, 204 & 205. Indicate the dimensions for the side-lite and tempered glass in the frame. STRUCTURAL 7. Please show filed welding symbol on detail 15/S1 .1. MISCELLANEOUS 8. Please see attached for the P/M items. 9. Electrical and energy design approved. 10. 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 ALI SADRE S.E. at EsGil. Thank you. PLUMBING AND MECHANICAL COMMENTS PLAN REVIEWER: Connor Reuss SET: I PLUMBING (2019 CALIFORNIA PLUMBING CODE) 1. Please add the following note to the plumbing plans: "Per CPC 309.5, the plumbing piping system will be designed and installed in conformance with sound limitations as required in CBC." 2. Please the following note on the plans: "Per CPC 906.1, ABS/PVC vent terminations up through the roof exposed to sunlight are required to be protected by water based synthetic latex paints." 3. Drinking fountains are required by CPC Table 422.1 for this occupancy type (if the occupant load exceeds 30. CPC 415.2). Review the requirements of this Table and provide as necessary. Note: If food is consumed indoors, water stations may be substituted for drinking fountains. CPC 415.2. CARLSBAD 2020-0081 MAR. 26, 2020 4. Cleanouts are required to be installed above all urinals. Please address on the plans. CPC 707.4. 5. Show the size of all water lines within the plans. 6. Please review CPC Table 703.2 footnote #6. The total permitted horizontal length of any vent cannot exceed 1/3 of the total outlined within CPC Table 703.2. (ex: 2" vent= 120'; 120' x 1/3 = 40' & 1 ½"vent= 60'; 60' x 1/3 = 20'). Please upsize all 2" vents that horizontally extend more than 40' and upsize all 1 ½" vents that horizontally extend more than 20'. 7. All water supply systems that have quick closing valves installed therein (washing machines, flush valve fixtures, etc.) shall have devices installed as close to the fixtures as possible to control the effects of water hammer. Please detail within the plans. CPC 609.10. 8. Please correct the plumbing material schedule on sheet P0.1, to state in the plans that all domestic (i.e. potable) hot water piping will have a minimum insulation for the following pipe sizes:½" pipe(½" insulation);¾" pipe (1" insulation); 1"-1 ½" pipes (1 ½" insulation); 2" pipes are larger (2" insulation). CPC 609.11 & ES 150.0U). 9. Specify if any natural gas-powered appliances are under this permit. If so, please provide the proper CPC 1215.2 Table, the total developed length, and the load for each appliance. CPC 1215.0. MECHANICAL (2019 CALIFORNIA MECHANICAL CODE) 10. The licensed designer must provide a signature to each sheet of the plans before the plans can be approved. 11. The statement, "Not for Construction," must be removed from the plans before the plans can be approved. 12. Clearly specify within the mechanical plans that a duct leakage test will be conducted that complies with CMG 603.10.1. 13. Please show compliance with CMG 603.4.1 & 603.5 for length limitations for factory made flexible air ducts: (1) sag between supports hangers shall not exceed½" per foot of support spacing, and (2) the elbow connection to the terminal device/ register is required to have a bend not radius be less than one duct diameter. 14. Detail the primary mechanical condensate waste design: Pipe sizing, required cleanout, routing, and termination areas. CMG 310.0 & CPC 814.0. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Connor Reuss at creuss@esgil.com. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. CARLSBAD 2020-0081 MAR. 26, 2020 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: ALI SADRE S.E. PLAN CHECK#.: 2020-0081 DATE: MAR. 26, 2020 BUILDING ADDRESS: 2800 WHIPTAIL LOOP, SUITE C-1 BUILDING OCCUPANCY: B/Sl; V-B/SPR. BUILDING ~ PORTION ) T.L 9310 Air Corditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB ; 1997 UBC Building Permit F•e .,.. I 1997 UBC Plan Check Fee Valuation Reg. ~ier Mod. By Ordinance VALUE Type of Review: ~ Complete Review r Structural Only r Repetitive Fee "'Ill r;·: Repeats Comments: r Other r Hourly EsGilFee ~ ($) 433,008 7 , $1,177.64) Sheet 1 of 1 WISEMAN+ROHY STRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS 9915 Mira Mesa Blvd. TEL. (858) 536-5166 FOR PVCC Cl Tenant Improvement Carlsbad, CA February 10, 2020 W+R Job #20-017 > ,~ II;; ··.;s:::a u Suite 200 J"n San Diego, CA 92131 , WRENGINEE~COM '-1)( 1tS2~ Whiptail Loop W, Carlsbad, CA 92010, USA Latitude, Longitude: 33.1411678, -117.255562 lonis Pharmaceuticals Ince;> ' OSHPD Fluidra North America Q Google ! Date • ( Dnlgn Code Reference Document I i Risk Category ! Slt9 Cina Value 0.931 0.342 1.117 null -See Section 11.4.8 ~ ~Secllon11.4.8 r Type ---value I SOC nut-See Section 11.4.8 i Fa 1.2 ' F, nut -See Section 11.4.8 PGA 0.405 FPGA 12 PGA,, 0.485 :r . L 8 I SsRT 0.931 j SsUH 1.025 ; SsO 1.5 ' '. S1RT 0.342 i S1UH 0.373 i , S1D 0.6 i PGAd 0.5 1 CRs 0.909 c., 0.916 llffcrlptlon catil:>OU Ct 2/8/2020, 8:35:08 AM ASCE7-16 II D -Defautt (See Section 11.4.3) MCE,, ground motion. (for 02 second period) Deserlptlon MCER ground motion. (for 1.0s period) Slte-<nodlfled spectral accelerallon vakH> Slta;nodlfled spectral acceleration vakle Numeric seismic destgn value at 02 second SA Numeric seismic design value at 1.0 second SA Seismic design category Site amplification factor at 0.2 second Site amplification factor at 1.0 second MCEo peak ground acceleration Site ampllflcatlon factor at PGA Site modified peak ground acceleration Long-period transition period In seconds Probabilistic rtsk-targeled ground motion. (0.2 second) Factorad unilonn-hazard (2% probability of exceedanca In 50 years) spectral accelerallon Factored deterministic acceleration value. (0.2 second) Probabilistic nsk-targeled ground motion. (1.0 second) Factored uniform-hazard {2% probability of exceedance in 50 years) spectral acceleration. Factored detarministlc acceleration value. (1.0 second) Factored detenniniStlc acceleration value. {Peak Ground Aoceleratlon) Mapped value of the risk coefficient at short periods Mapped value of the risk coefficient at a period of 1 s Map data c:>2020 1 L\TC Hazards by Location Search Information Coordinates: Elevation: TJmestamp: Hazard Type: 33.142, -117.258 372 ft 2020-02--06T16:36:24.866Z Wind 2 _ 11~ data C2020 Google Imagery C2020, Maxar Technologies, U.S. ' ·". Geological Survey, USDA Faflel>O,ta1Jl8P,-J ASCE 7-16 ASCE 7-10 ASCE 7-05 MRI 10-Year 67 mph MRI 10-Year 72 mph ASCE 7-05 Wind Speed 85 mph MRI 25-Year 72 mph MRI 25-Year 79 mph MRI 50-Year 78 mph MRI 50-Year 85 mph MRI 100-Year 83 mph MRI 100-Year 91 mph Risk Category I 90 mph Risk Category I 100 mph Risk Category II 8 Risk Category II 110 mph Risk category Ill 103 mph Risk Category Ill-IV 115 mph Risk Category IV 107 mph The results indicated here DO NOT reflect any state or local amendments to the values or eny delineation lines made during the building code adoption process. Users should con/inn any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from date provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7. islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area -In some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that Is slightly higher. NOTE: For queries near wlnd-00me debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not It Is considered to be within a wlnd-00me debris region. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct, ATC and Its sponsors and contributors assume no responslbillty or liability for Its accuracy. The material presented In the report should not be used or relied upon for any specific application without competent examination and verification of Its accuracy, sultabillty and applicability by engineers or other licensed professionals. ATC does not Intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge In the field of practice, nor to substitute for the standard of care required of such professionals in Interpreting and applying the results of the report provided by this website. Users of the Information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and Interpretation for the building site described by latitudenongltude location in the report. ( ( WISEMAN + ROHY 1 STIUOUW EN61NE~IS BY BW\ DATE 21st:O PROJEa_~_Ly-i---C_I ____ _ 3 SHEET NO. __ Of __ JOB NO. ao ·Q\J ~r.c;'Mth'· l~\fT\-Ltu~llP" l-( f~ 5~l' eriP 1~\~ ~ 'i2.r; ~r ~\¼. 0,4 P4r- u.,;-r~r- \~\lfi., ~ wrtl'J : G' P4f \lf I lA) CY{JEf\f\~ \ \tot ·. WpL:: (j,1; ( 1.2.S"-Oj.l1) ::: ~ 1 ~ W w\, ~ f ( Vi)( 'Lo 'J ~ 511 {Jl,f --=, ~ l'tOl'l ~~l~ . ___ .... -. ----. -. -\A~E: u \\ \~ l(lr ~s ~ \l \~ (t1t ~DI\~~ ~~ ~~ •. \)\ ~N ::. \jC\\J. ~ ur'tio ~ n \~ l{(t! v~~u~u~ ~ ts1~ ~ ✓ wl \WN ~ 4{) O ~ _ID'ISEMAN+ROHY RUCTURAL ENGINEERS Tracks: Studs: Thick Tracks: 0.0451 Studs: 0.0451 Dead Load= Live Load= 6 6 A 0.383 0.447 87 0 1.25 1.625 Ix 1.861 2.316 plf plf LIGHT GAU""t: BOX BEAM DESIGN PROJECT: PVCC T.1.-C1 OCATION: 16' Opening (2015 IBC / 20115 CBC/ ASCE 7-10) v 2.0 JOB NO: 20~17 2nllD20 09:21:54 43 600 T 125 -43 at top and bottom 18 43 600 S 162 -43 at both sides Sx NAx ly Sy NAy Box Height= 7.250 In 0.620 3.000 0.044 0.041 0.181 Box Width= 6.000 In o.n2 3.000 0.148 0.120 0.390 Total Area= 1.86 ln2 696 pounds o pounds Wind= 50 plf (ASO) 400 pounds Wind =L/ 240 x0.7 = L/ 168 Length= Top Track Turned Up? 16 y (Y /N) VERTICAL FORCES: . . NA vert= 4.166 In (from top) 3.084 In (from btm) I vert = 11.628 ln4 Svert= 2.791 ln3 Scrws: Vmax= 696 a top track= 1.186 Q btm track= 1.112 q=VQII= 71.0 lblin Use 2 # 10 Screws at 7.41 In o.c. 0.373 In = L/ 515 0.000 In = L/ na 0.373 In = L/ 515 33.4 k-ln 0.0 k-ln 33.4 k-ln fb = 12.0 ksi < 0.6 Fy min 0.541 f• = 1.29 ksi end Allowable Shear = pounds / screw In 18 gauge steel HORIZONTAL FORCES: NA hortz = 3.000 In I horiz = 10.108 ln4 S horiz = 3.369 ln3 V max= 400 pounds Q side studs = 1.167 in3 q = VQ/1 = 46.2 lblin Use 2 # 1 O Screws at 11.39 In o.c. Wind deflection = 0.247 In = L / 779 OK ::,-:i··.:i~,r,j MwlNO = fb: OK fb-COMIIINEDX& Y: .o:.·.i.•ol-•11&'~ SCREW SPACING ( #10 SMS ) (Note: two screws at each spacing) V= A., horiz = f. = :·•· ·~ ,•. ·-- 19.2 k-ln 5.7 ksi < 0.6 Fy min OK 17.7 ksi < 0.6 Fy min OK onnck INIIIII' 400 pounds 0.541 in' 0.74 ksi centerline 0% • 10% Len th 10% • 20% L th 20% • 30% Len th 30% • 40% Len th 40% • 50% L th 7.41 In o.c. 9.26 In o.c. 12.35 In o.c. 18.52 In o.c. 37.04 In o.c. 4 X Loads: BLC 1, Dead Wiseman + Rohy Structur ... EAM Jamb Studs 5 SK-3 Feb 7, 2020 at 9:45 AM Lt gage double jamb-C1 .r2d ~ Z X Loads: BLC 2, Wind Wiseman + Rohy Structur ... EAM 6 SK-4 Jamb Studs Feb 7, 2020 at 9:45 AM Lt gage double Jamb-C1 .r2d Column: M1 Shape: 2-600S162-54-FF Material: A607 C1 Gr.50 Length: 22.5 ft I Joint: N1 J Joint: N2 LC2: D+W . Code Check: ~051 ~~-, Report Based On 96- 1.207 at oft fa -----------ksl 16.848 at 9.237 ft fc ksl 1.342 at Oft A .445 at oft -.228 at 22.5 ft M k-ft -2.677 at 9.237 ft ft ksl D~ln -16.848 at 9.237 ft -1.213 at 10.658 ft A/SI S100-10: ASD Code Check Max Bending Check 1.051 Max Shear Check Location Location 9 ft Equation C5.2.1-1 Gov.0 Equation C3.1.4 R (06.1.1) Not Used Fy 50 ksi Pn/n 1.698 k Tn/n 33.293 k Mn.tl 3.988 k-ft Vn/n 5.645 k Cb 1 Max Def! Ratio Cm Lb KUr Out Plane 22.5 ft 202.127 L Comp Flange 4 ft In Plane .85 22.5ft 119.047 Cw 2.68 ln"6 a (conn. spacing) .67 ft 0.079 0 ft U222 A eff. (Fy) A eff. (Fn) ly eff. Sy eff. (L) Sy eff. (R) lz eff. Sz eff. (T) Sz eff. (B) .702 ln"2 1.112 ln"2 1.431 ln"4 1.094 ln"3 .737 ln"3 5.72 ln"4 1.907 in"3 1.907 ln"3 7 ~ f-I ~ STEEL STAIR PER MHIJF. A 2 EG. BAYS j Yi14X22 16 ''>S ~ 3 <O ..0 ff) ~ f ~ ,0 ~ f /es:. 2 EG. BAYS ~ in TYP. 10 51.1 h\01\f\J\r Mtiif\i'J \~ t1{JfrVY\\M{ fJ~-:;j,s;;,°3f~fn1 2 1/2" LT. ITT. GONC.. ,_ TOPPIN6 Ovf:R 3" --I GA ye DEG!< PER ~--- . 3 g f (5 1/2" TOTAL THK.) (SEE NOTE 110 FOR ATTACHMENT) a 3 ~ ~ i g f ~ i I 't /:I. 2 Ea. BAYS 3 Ea. BAYS ~ 1---=-=..;:;.;.....;...;;.... _______ ......;_.;...;;.... ____ _ 8 II RAM Steel 17.00.01.09 .. ._..,,_ DataBase: Buliding C-all knockouts {Mezz. Check) ~leenttev Building Code: me Floor Map Floor Type: Mezzanine Beam Designs ~tOC\\o I W\4il-Z. C\U; 0'? WI ~l,~ (DVY\'p04\1t f'tnorv \ \ ~ a ~; c,I i i i wt, i □ tlVI d-D\l j W7,411v ~E SYV\ LJ NuN U!)'Y\~,n;: ~M aO\\ 02/04/20 15:07:23 Steel Code: AISC 360-10 LRFD 0 ~~ ~~ ~~ c:::-,, ii z~ ~~ lJl24)(7 u f1l_ft-<YlE-Bm N l)\\} UVVl P<h l CT? CD ■ RAM Steel 17.00.01.09 _.._.,_ DataBase: Buliding C-all knockouts (Mezz. Check) ~!Bentley· Building Code: IBC Floor Type: Mezzanine \ ' □ □ \ Floor Map 02/04/20 15 :07 :23 Steel Code: AISC 360-10 LRFD ... 0 Floor Map II RAM Steel 17.00.01.09 _.._.._ DataBase: Buliding C-all knockouts (Mezz. Check) ~laenttey· Building Code: IBC Decks: Deck Label ! >,~";;?,: J W3 :;::::···---~ Deck Type 5.5" Lt Wt Page 2/2 02/04/20 15:07:23 Steel Code: AISC 360-10 LRFD Slab Action VERCOW3 Formlok Orientation ...... ...... II RAM Steel 17.00.01.09 _.._...,_ DataBase: Buliding C-all knockouts (Mezz. Check) ~lsenttey· Building Code: IBC Floor Type: Mezzanine □ □ '"--. Floor Map 02/04/20 15:07:23 Steel Code: AISC 360-10 LRFD ...... N II RAM Steel 17.00.01.09 ... ,__,.,_ DataBase: Buliding C-all knockouts (Mezz. Check) ~leentle1,1· Building Code: me Surface Loads Label DL m1111111111111111 psf Mezzanine 46.0 Point Loads Label DL kips Pl Stair Loads 1.000 Floor Map CDL LL Reduction psf psf Type 40.0 100.0 Reducible CDL LL Reduction kips kips Type 0.000 1.500 Reducible Page 2/2 02/04/20 15:07:23 Steel Code: AISC 360-10 LRFD PLL CLL MassDL psf psf psf 0.0 0.0 56.0 PLL CLL MassDL kips kips kips 0.000 0.000 1.000 ~ w 14 RAM Steel 17.00.01.09 II Gravity Beam Design ,.. __ DataBase: Buliding C-all knockouts (Mezz. Check) ~leent1ey-Building Code: IBC 02/04/20 15 :07 :23 Steel Code: AISC 360-10 LRFD Floor Type: Mezzanine Beam Number= 2096 SPAN INFORMATION (ft): I-End (1.42,100.00) J-End (18.21,100.00) Minimum Depth specified = 11.50 in Beam Size (User Selected) = WI 4X22 Fy = 50.0 ksi Total Beam Length (ft) = 16.79 COMPOSITE PROPERTIES (Not Shored): Deck Label Left W3 Concrete thickness (in) 2.50 Unit weight concrete (pct) 115.00 fc (ksi) 3.00 Decking Orientation parallel Right 5.5" 2.50 I 15.00 3.00 parallel Decking type VERCO W3 Formlok VERCO W3 Formlok beff (in) = 7.00 Y bar(in) = 8.76 Mnf(kip-ft) = 175.61 Mn (kip-ft) = 175.61 C (kips) = 44.62 PNA (in) = 8.79 Jeff (in4) = 336.98 Itr (in4) = 336.98 Stud length (in) = 4.50 Stud diam (in) = 0.75 StudCapacity(kips) Qn = 17.7 Rg = 1.00 Rp = 0.75 # of studs: Full = 6 Partial = 6 Actual = 16 Number of Stud Rows = I Percent of Full Composite Action = I 00.00 POINT LOADS (kips): Dist DL CDL RedLL Red% NonRL StorLL Red% RoofLL Red% L 8.395 7.96 7.00 16.10 0.0 0.00 0.00 0.0 0.00 0.0 9.645 0.07 0.06 0.11 0.0 0.00 0.00 0.0 0.00 0.0 14.145 0.11 0.09 0.20 0.0 0.00 0.00 0.0 0.00 0.0 LINE LOADS (k/ft): Load Dist DL CDL LL Red% Type PartL CLL I 0.000 0.016 0.014 0.034 0.0% Red 0.000 0.000 16.790 0.016 0.014 0.034 0.000 0.000 2 9.645 0.01 I 0.010 0.025 0.0% Red 0.000 0.000 14.145 0.01 l 0.010 0.025 0.000 0.000 3 0.000 0.022 0.022 0.000 NonR 0.000 0.000 16.790 0.022 0.022 0.000 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+l.6LL) = 19.19 kips 1.00Vn = 94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi kip-ft ft ft Center PreCmp+ !.4DL 43.5 8.4 8.4 1.65 0.90 lnit DL 1.4DL 43.5 8.4 Max+ l.2DL+l.6LL 153.9 8.4 0.90 Controlling 1.2DL+l.6LL 153.9 8.4 0.90 PartL 0.00 0.00 0.00 Phi*Mn kip-ft 124.50 158.05 158.05 E1I Gravity Beam Design liil RAM Steel 17.00.01.09 ,..__ DataBlise: Buliding C-all knockouts (Mezz. Check) ~/Benney-Building Code: IBC REACTIONS (kips): Left Right Initial reaction 3.85 3.94 DLreaction 4.36 4.46 Max +LL reaction 8.45 8.65 Max +total reaction (factored) 18.75 19.19 DEFLECTIONS: Initial load (in) at 8.39 ft = -0.222 Live load (in) at 8.39 ft = -0.292 Post Comp load (in) at 8.39 ft = -0.309 Net Total load (in) at 8.39 ft = -0.531 LID = LID = LID = LID = 15 Page 2/2 02/04/20 15:07:23 Steel Code: AISC 360-10 LRFD Ratio 909 690 > 360 0.52 651 > 240 0.37 379 > 240 0.63 II Gravity Beam Design RAM Steel 17.00.01.09 ---DataBase: Buliding C-all knockouts (Mezz. Check) i;!ii/Senttey-Building Code: IBC Floor Type: Mezzanine Beam Number= 2017 SPAN INFORMATION (ft): I-End (3S.00,34.S0) J-End (3S.00,62.S0) Minimum Depth specified = 11.50 in Beam Size (User Selected) = W24X76 Total Beam Length (ft) = 28.00 Mp (kip-ft) = 833.33 POINT LOADS (kips): Dist DL RedLL Red% 0.0 0.0 I 4.000 0.15 0.19 16.500 0.14 0.19 LINE LOADS (k/ft): Load Dist I 0.000 14.000 2 14.000 16.500 3 16.500 28.000 4 16.500 5 6 7 28.000 0.000 0.500 0.500 14.000 0.000 28.000 DL 0.193 0.193 0.035 0.035 0.193 0.193 0.023 0.023 0.000 0.023 0.023 0.023 0.076 0.076 NonRLL 0.00 0.00 LL 0.420 0.420 0.075 0.075 0.420 0.420 0.050 0.050 0.000 0.050 0.050 0.050 0.000 0.000 StorLL 0.00 0.00 Red% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Red% 0.0 0.0 Type Red Red Red Red Red Red NonR RoofLL 0.00 0.00 PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 16 02/04/20 15:07:23 Steel Code: AISC 360-10 LRFD Fy = 50.0 ksi Red% 0.0 0.0 PartL 0.00 0.00 SHEAR (Ultimate): Max Vu (l.2DL+I.6LL) = 14.87 kips 1.00Vn = 31S.48 kips MOMENTS (Ultimate): Span Cond Center Controlling Max+ REACTIONS (kips): DL reaction Max +LL reaction LoadCombo 1.2DL+ l.6LL l.2DL+l.6LL Mu kip-ft 100.7 100.7 Left 4.01 6.28 @ ft 13.5 13.5 Right 4.00 6.24 Max +total reaction (factored) 14.87 14.79 DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 14.00 ft = at 14.00 ft = at 14.00 ft = -0.064 -0.099 -0.163 Lb ft 14.0 14.0 LID LID LID Cb 1.28 1.28 = 5226 = 3402 = 2060 Phi 0.90 0.90 > 360 Phi*Mn kip-ft 750.00 750.00 Ratio 0.11 II Gravity Beam Design RAM Steel 17.00.01.09 ---DataBase: Buliding C-all knockouts (Mezz. Check) ~[Bentte11 Building Code: !BC Floor Type: Mezzanine Beam Number= 2011 SPAN INFORMATION (ft): I-End (76.50,16.00) J-End (76.50,34.50) Minimum Depth specified = 11.50 in Beam Size (User Selected) = W24X76 Total Beam Length (ft) = 18.50 Mp (kip-ft) = 833.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RootLL 2.250 0.13 0.17 0.0 0.00 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.035 0.075 0.0% Red 0.000 2.250 0.035 0.075 0.000 2 2.250 0.188 0.408 0.0% Red 0.000 18.500 0.188 0.408 0.000 3 2.250 0.023 0.050 0.0% Red 0.000 18.500 0.023 0.050 0.000 4 0.000 0.076 0.000 NonR 0.000 18.500 0.076 0.000 0.000 17 02/04/20 15:07:23 Steel Code: AISC 360-10 LRFD Fy = 50.0 ksi Red% PartL 0.0 0.00 SHEAR (Ultimate): Max Vu (l.2D L+ l.6LL) = 9.91 kips 1.00Vn = 315.48 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max+ l.2DL+ l.6LL 45.5 9.3 16.3 1.12 0.90 598.28 Controlling l.2DL+l.6LL 45.5 9.3 16.3 1.12 0.90 598.28 REACTIONS (kips): Left Right DL reaction 2.40 2.65 Max +LL reaction 3.58 4.21 Max +total reaction (factored) 8.60 9.91 DEFLECTIONS: Ratio Dead load (in) at 9.25 ft = -0.012 UD = 1800 5 Live load (in) at 9.25 ft = -0.019 LID = 1139 > 360 0.03 9 Net Total load (in) at 9.25 ft = -0.032 LID = 6980 ( WISEMAN+ ROHY STIUCTUIAL EN61NEHS 18 IY W\ DATE ~ fa-0 PROJECT t'\l (L C, \ J I \. SHEET NO. ---,--Of __ JOB NO. ~ -O 1'1 c~ '1,0af -m f\¾W iw~ • CG) (M.t;J H1tVt \ ~(JO ~ ftl)p UJYW l f' OWY -(1 ttuofrth ~ttnk ivoo f ftVTJ Llv'n? - 0 W0¼1 01¾ t;: b, 93() W UNY~ lN OM-BIN ---- N8f lPrrO FrOO w : ~( 0 ~ow; -d. ( ao ~f )( 7. 3i '" ~. qz') -~ r, ~ t l. -tooo' ot fWQE"O 12.t..L't NOT" ~PLtl.ltSt-G ftT uNrr ~arr~,rvr :. le1 '1)(Jf_ftftrn\N\t \G {m_~lAJtrf ~ c;uv110 intv\X ~ ~,u 's -. . . " .. WISEMAN +ROHY STRUCTURAL ENGINEERS EQUIPMENT SEISMIC ANCHORAGE (2018 IBC / 2019 CBC/ ASCE 7-16) Version 3.0 PROJECT: PVCC Tl LOCATION:HP JOB NO: ;l.O-Or1 19 2/7/2020 10:06:09 EQUIPMENT ANCHORAGE PER ASCE 7-1613.3.1 ap= 2.5 Equipment Weight= 730 lb Rp= 6.0 Curb Weight= 100 lb Oo= 1.0 Total Weight• 830 lb (Wp) Sos= 0.745 Ip= 1.0 Top of Curb to COG= 22 In z= 36 ft ( equip ht) Curb Height = 14 In h = 36 ft (roof ht) Total Ht to COG= 36 In (HT) Horizontal Component (LRFD) Fpx = 0.4 (~) (1p)(S05)(Wp) ( 1 + 2~) = F px MIN = 0.3 (Sos) (Ip) (W p) = Fpx~ = 1.6 (Sos) (Ip) (Wp) = 0.373 Wp 0.224 Wp 1.192 Wp Vertical Component (LRFD) Anchorage Calculations: Strength Level Forces: 0.373 WP = 0.149 WP = Critical Angle = 309.2 lb 123.7 lb 0.373 Wp 0.149 WP 0 degrees F.,. •HT= 11130 lb-in MR= (0.9-F.,J * Wp • L. = 17142 lb-in (at critical angle) NOTES: 0 39 0 lb-in (at critical angle) lb Tension / Anchor (worst cue anchor) lb Shear I Anchor (all equal) Length (long side)(@ anchors)= 85 In Width (short side)(@ anchors)= 55 in #Anchors on long side (10 max)= 3 (42.5 inoc) # Anchors on short side (8 max) = 1 (27.5 in oc) (not counting comers at short sides) Total Anchor Points= 8 Anchor Layout . -. ... ·• - -t-,--1---- _..._ --~-~-·-- ASD Level Forces: Mor 0.261 WP = 0.104 WP = Critical Angle = 216.4 lb 86.6 lb 0 degrees F.,. • HT = 7791 lb-in MR= (0.6-F.,J*Wp*l, = 11314 lb-in(atcriticalangle) 0 lb-in (at critical angle) lb Tension/ Anchor (worst case anchor) lb Shear I Anchor (all equal) -This spreadsheet checks all angles (0 deg -90 deg) for each bolt arrangem nt Forces given are for the worst-case angle. -Angles are measured up from the horizontal line in the diagram above thro h the center of the unit (0 deg = right, 90 deg = up). -Attachment to concrete or masonry shall use Omega unless governed by a uctile shear or tensile failure. -If equipment is mounted on vibration isolators with the clearance from equi ent to frame> 0.25 inch use 2Fp (double Sds). -Lx is the distance to the farthest anchor measured perpendicularly from the ngled line of rotation. 20 i -WISEMAN +ROHY EQUIPMENT SEISMIC ANCHORAGE PROJECT: PVCC Tl t: ... STRUCTURAL ENGINEERS (2018 IBC / 2019 CBC/ ASCE 7-16) LOCATION: EF ... Version 3.0 EQUIPMENT ANCHORAGE PER ASCE 7-16 13.3.1 aP = 2.5 Equipment Weight= 50 lb Rp= 6.0 Curb Weight= 20 lb Oo= 1.0 Total Weight = 70 lb (Wp) Sos= 0.745 Ip= 1.0 Top of Curb to COG= 16 in z= 36 ft (equip ht) Curb Height = 12 In h= 36 ft (roof ht) Total Ht to COG= 28 In (HT) Horizontal Component (LRFD) F"" = 0.4 (::) (I,)(S0s)(W,,) ( 1 + zi) = F.,. 11H = 0.3 (Sos)(li,) (W p) = F.,. Mo\X = 1.6 (Sos) (Ip) (W p) = 0.373 Wp 0.224 Wp 1.192 Wp Vertical Component (LRFD) Anchorage Calculations: Strength Level Forces: Mor 0.373 WP = 0.149 w, = Critical Angle = 26.1 lb 10.4 lb 0.373 WP 0 degrees MR= (0.9-Fpz) •WP• L,. = 473 lb-in (at critical angle) NOTES: 5 3 (MoT • MR) = 257 lb-in (at critical angle) lb Tension / Anchor (worst case anchor) lb Shear/ Anchor (all equal) JOBNO: 217rzo20 10:04:47 Length (long side)(@ anchors)= 18 in Width (short side)(@ anchors)= 18 in # Anchors on long side (10 max)= 3 (9 in oc) # Anchors on short side (8 max) = 1 (9 in oc) (not counting comers at short sides) Total Anchor Points= 8 Anchor Layout • I. • • ' •• ,. -• 34 •·1· -·--•---r-1-- --·-·----1.-1.. •• 60- •• I--• -... • • -;--• • -• I I -~ "_..,, __ r_,. ____ ... -36 - ---•-,··r···,--1.. -~- -----~---• --i. -120 . ,96 • -72 • .-48 ~ -24 -1! •-..24 ~. --8 • .12. .96 120 ASD Level Forces: Mor 0.281 w, = 0.104 WP = Critical Angle = 0 18.3 lb 7.3 lb degrees (Mor MR) = 199 lb-in (at critical angle) lb Tension/ Anchor (worst case anchor) lb Shear / Anchor (all equal) -This spreadsheet checks all angles (0 deg -90 deg) for each bolt arrangem l Forces given are for the worst-case angle. -Angles are measured up from the horizontal line in the diagram above throu h the center of the unit (0 deg = right, 90 deg = up) . -If equipment is mounted on vibration isolators with the clearance from equip ent to frame> 0.25 inch use 2Fp (double Sds). • Attachment to concrete or masonry shall use Omega unless governed by a tctile shear or tensile failure. -Lx is the distance to the farthest anchor measured perpendicularly from the ngled line of rotation. 6-tlO rvn~ rvf c 1ve o \ k-./ 21 r i I~ ! 11 : ~ t: ! i _, !, 1- I 1, !, • • 11 • i, : 11 M M M M M • • w • ~ ~ ~ ~ M M M .. .. ~ .. :: . 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I MAX UNr1' W!JOtfT 11• ..._ ANCHORAGE DETAILS TO ROOF: AUDETAU-CAl.CIJLATID-THEIMX. a...: --FORI.OWERVAWUORINMCI DEf..U __ ..,.. __ 10 CAU:1.1.ATElHE ,J/-,,oti., IN. {IIIO) IU-4122' --•tru,eca,ic:~MD~ Sl)llrlu, NV. {HO) IU-4#Z ongvk,w, TX. (P03} 2-U-UIIO .WN BY: IR j DATE; 11/01/201 IIIEET8 IBSIIIIIC R£QUIREIIIENTS FOR 201• cac 12011 l9C IEETII REQUIIIEIIEHTS FOR 1115 MPtt, W BUILDING HEIGHT MAX. S HC. GUST, DP C )lA ~ J.D. I.I ~ 1 (12) A307 1/T OtA. B01. TS, W/WASHER CENTERED ONFI.AHGE, rn EACH LONG SID£, EACH SHORT SIDE CORNER ANCHORS ••T C •8" 3 1m~ ~Fu.ET ARE PERMITTED TO BE USED IN Pl.ACE OF EACH BOl T INDICATED BY Tl£ STEEL ATTACHMEI DETAIL, EQUAU. Y SPACED I Utf--J \ (12) "31J7 1/T DIA. BOLTS I W/ WASHER CENTERED iii~~ 1 !2 COftNER ANCHORS ••T ·c•8" 1(~) 1/4" x 3" ~SON SOS W/ WASHER, CENTERED ON CURB FLANGE ~!~~··• ll 181 11T SIMPSON TTTEN HO, :NTEREO ON CURB Fl.ANGE MINIMUM SPAClNO, ~l EACH LONG SIDE, EACH SHORT SIDE 2 CORNER ANCHORS • a-•r ffl . 4 4• 1 CURB ·TYP.UNIT t10TEK SCREW ·TYP. UNlrS BASE RAIL ·#12TEK SCREW MICROHOLO a C 1~ ,; I (,) 0 Roof Downblast Exhaust Belt & Direct Drive GB-131 • G-133 28% (121) 19 (483) 4 (102) • (44) t 400 350 300 at ~250 e i 200 Cl. j 150 100 50 0 1.8 1.6 1.4 1.2 ol ~ c: 1.0 = ! r -8 to.s "' fl Ul 0.4 0 VARI-GREEN ---J-,==~k~""" ... ~· ·,e.~1:-+--.:RJ -::=- ' \ \ \ \ \ \ ' \ '\ Volume (cfm) \ 2500 Damper Size • 12 x 12 (305 x 305) Roof Opening • 14~ x 14~ (368 x 368) Shroud Thickness= 0.051 (1.3) Motor Cover Thickness = 0.040 (1.0) Curb Cap Thickness• 0.064 (1.6} 0 500 1000 1500 2000 2500 3000 3500 4000 Volume (m3/llr) A Approximate Unit Weight G/GB = 62/67 lbs. (28130 kg/ All dlmen•lon9 In Inches (mlllimel«s). 'May be g,Ntw depending on motor. •weight 9hown Is lwgest cataloged Open Drip-Proof motor. Motor HP Fan Belt Direct RPM 0 0.125 -CFM 823 626 580 8HP 0.02 0.02 Sones 4.5 4.5 CFN 1022 879 VG-720 0.04 0.04 BHP 3/4 Sones 5.4 5.4 CFM 1221 1106 C-1/8 860 BHP 0.06 0.07 Sona 6.6 6.5 1/4 CRI 1419 1323 1000 BHP 0.10 0.11 Sona 8.1 8.0 ! CRI 1618 1535 B-1/6 1140 8HP 0.15 0.16 Sones 10.0 9.8 CFM 1n4 1698 ::s; 1250 BHP 0.19 0.2 LO_ Sones 12.0 11.7 CFM 1866 1794 1315 BHP 0.22 0.23 Soneg 13.2 12.8 -CAI 2044 1978 1/3 1440 BHP 0.29 0.31 Sones 15.0 15.0 -CFN 2271 2212 1600 BHP 0.40 0.42 1/2 Sones 16.2 16.0 CFM 2391 2335 1685 8HP 0.47 0.48 Sones 16.9 16.6 -ca I 2448 2393 3/4 A-1/2 1725 BHP 0.50 0.52 Sones' 17.4 17.0 - 0.25 650 0.04 5.2 962 0.07 6.3 1213 0.11 7.7 1444 0.16 9.6 1617 0.21 11.3 1718 0.24 12.5 1911 0.32 15.1 2152 0.43 15.8 2279 0.50 16.3 2338 0.53 16.7 Dkect Orive RPM ! C-860 RPM B-1140 RPM A-1725 RPM VG-1725 RPM ! Static Pressure in lnchea wg 0.375 0.5 0.825 0.75 1 1.25 1.5 I MAXIMUM BHP AT A GIVEN RPM = (RPM/2047)3 ,- MAXIMUM RPM -GB-131•1725, G-133•1725 >- TIP SPEED (ft/min) • RPM x 3.436 ,- MAXIMUM MOTOR FRAME SIZE = 56 -- 727 0.07 6.0 1075 867 0.12 0.11 7.4 7.0 1340 1211 1031 0.17 0.17 0.17 9.2 8.8 8.5 1528 1426 1133 0.22 0.23 0.22 11.0 10.5 9.7 1637 1545 1435 1305 0.25 0.26 0.26 0.26 12.1 11 .7 11 .2 10.9 1838 1759 1674 1571 1299 0.33 0.34 0.34 0.35 0.34 15.1 14.5 13.9 13.4 12.5 2088 2023 1873 1783 1686 1425 0.44 0.45 0.47 I 0.47 0.48 0.47 15.6 15.3 14.6 14.2 13.9 13.2 2219 2158 2093 2020 1857 1654 I 1312 0.51 0.52 0.54 0.55 0.56 0.56 0.52 16.0 15.7 15.1 14.8 14.5 13.9 13.5 I 2220 2159 -!-:2089 2281 1935 1746 1474 0.55 0.56 0.59 0.60 -0.57 i 0.58 0.5!_ 16.3 15.9 15.6 15,4 14.9 14.3 13.8 Performance certlfled la for Installation type A:. Free Inlet. Free outlet. Power rating (BHP) don not include "-minion lossea. Performance ratings Include the effects of a ~-The sound ratings shown an, loudness values In hemispherical aones at 5 ft. (1.5 m) In a hemlspherk:ai lree fteld calculated per AMCA Standard 301. Values ahown are for ln918'1ation type A; free Inlet hefriapherical sone levels. 25 OFFICE USE ONLY SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE RECORD ID # --,.,....,,-..--.;,---=~----.c=-,.,cr------I PLAN CHECK #~C~B~C~U=__,U)=_-_Ob~:cB~/-~~~~1 BP DATE z. / 'Z.. =I llD Business Name Business Contact Telephone# TBD / SPEC SUITE FUTURE TENANT/BUSINESS TYPE UNKNOWN Project Address 2800 WHIPTAIL LOOP-Ste. C-1 City CARLSBAD State CA Zip Code 92010 APN# 209-120-25-00 Mailing Address City State Zip Code Plan File# Project Contact DANIEL SCHNIZLER Applicant E-mail DSCHNIZLER@WAREMALCOMB.COM Telephone# 858 500-4614 The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT-HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for pro;ects 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. Occupancy Rating: OFFICE (B) Facility's Square Footage (including proposed project): 9,310 SF 1. Explosive or Blasting Agents 5. Organ·1c Peroxides 9. Water Reactives Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 13. 14. I 15. Other Health Hazards None of These. j 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH HAZARDOUS MATERIALS DIVISION (HMO\: If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: 1. 2. 3. 4. 5. 6. 7. 8. YES NO (for new construction or remodeling projects) Is your business listed on the reverse side of this form? (check all that apply). D 181 D 181 Will your business dispose of Hazardous Substances or Medical Waste in any amount? D 181 Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? D D D D D ~ Will your business store or handle carcinogens/reproductive toxins in any quantity? ~ Will your business use an existing or install an underground storage tank? ~ Will your business store or handle Regulated Substances (CalARP)? ~ Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? ~ 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 allons? California's Above round Petroleum Stora e Act). □ CalARP Exempt I Date Initials □ CalARP Required I Date Initials □ CalARP Complete I Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD\: Any YES' answer requires a stamp from APCD 10124 Old Grove Road. San Diego, CA 92131 apcdcomp@sdcoynty.ca.gov (858) 586-2650). [*No stamp required if 01 Yes and 03 Yes and Q4-Q6 NoJ. 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 burns; residences forming part of a larger project. [+Excludes garages & small outbuildings.J YES NO 1. D (81 Will the project disturb 160 square feet or more of existing building materials? 2. D (81 Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 3. D D (ANSWER ONLY JF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Cert"rf1ed Asbestos Consultant or s·,te Surveillance Technician? 4. D D (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. 5. D ~ Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdapcd.org/info/facts/permits.pdf) for typical equipment requiring an APCD permit. 6. D D (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school bounda Briefly describe business activities: proposed project: SPEC OFFICE (FUTURE BUSINESS USE UNKNOWN) R TION SPEC TENANT IMPROVEMENT. ! declare under penalty of perjury that to the best of my knowledge and belief ttie r1f,,-,;_lfl'1 ROBBIE KNIGHT are true and correct. 02 I 26 I 2020 Name of Owner or Authorized Agent Signature o 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-HMO~ APCD COUNTY-HMO APCO COUNTY-HMO APCD *A stamp In this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. HM-9171 (08/15) County of San Diego -DEH -Hazardous Materials Division ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com Date: 02/26/2020 Business Name:TBD / SPEC SUITE (FUTURE TENANT/BUSINESS TYPE UNKNOWN) Street Address: 2800 WHIPTAIL LOOP W., CARLSBAD, CA 92010 Email Address: ROBBIE.KNNIGHT@RYANCOMPANIES.COM ~ PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS Check all below that are present at your facility: o Acid Cleaning o Assembly o Automotive Repair o Battery Manufacturing o Biofuel Manufacturing o Biotech Laboratory o Bulk Chemical Storage o Car Wash o Chemical Manufacturing o Chemical Purification o Dental Offices • Dental Schools • Dental Clinics o Dry Cleaning o Electrical Component Manufacturing o Fertilizer Manufacturing o Film/X-ray Processing o Food Processing o Glass Manufacturing o Industrial Laundry o Ink Manufacturing o Laboratory o Machining/Milling o Membrane manufacturing (i.e. water filter membranes) o Metal Casting/Forming o Metal Fabrication o Metal Finishing • Electroplating • Electroless Plating • Anodizing • Coating (i.e. phosphating) • Chemical Etching/Milling • Printed Circuit Board Manufacturing o Metal Powders Forming o Nutritional Supplement/Vitamin Manufacturing o Painting/Finishing o Paint Manufacturing o Personal Care Products Manufacturing o Pesticide Manufacturing/ Packaging o Pharmaceutical Manufacturing (including precursors) o Porcelain Enameling o Power Generation o Print Shop o Research and Development o Rubber Manufacturing o Semiconductor Manufacturing o Soap/Detergent Manufacturing o Waste Treatment/Storage New Business? Yes D No D SIC Code(s) if known: _____ _ Date operation began/will begin:_T~B~D~----- Tenant Improvement? Yes jg! No□ If yes, briefly describe improvement: SPECULATIVE OFFICE TENANT IMPROVEMENT (FUTURE TENANT/BUSINESS IS UNKNOWN) Description of operations generating wastewater (discharged to sewer, hauled or evaporated):GENERAL OFFICE USE (BREAK ROOMS AND RESTROOMS) Estimated volume of industrial wastewater to be discharged (gal/ day): NIA ~~----------------- List hazardous wastes generated (type/volume): N/A ~--------------------------- Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes D Date: ____ No~ Page 1 of 2 ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com The commercial enterprises listed below are a partial listing of businesses that are exempt from industrial wastewater discharge permitting under normal operating conditions. They are exempt because (a) they discharge no process wastewater (i.e., they only discharge sanitary wastewater with no pollutants exceeding any local limits), and (b) they have no potential to negatively impact the EWPCF or other wastewater treatment plants in the ESS. Any questions regarding exemptions should be referred to EWA Source Control staff. o Automobile Detailers o Hotels/Motels (no laundry) o Barber/Beauty Shops o laundromats o Business/Sales Offices o libraries o Cleaning Services o Medical Offices (no x-ray developing) o Carpet/Upholstery o Mortuaries o Childcare Facilities o Museums o Churches o Nail Salons o Community Centers o Nursing Homes o Consulting Services o Office Buildings (no process flow) o Contractors o Optical Services o Counseling Services o Pest Control Services (no pesticide repackaging for sale) o Educational Services (no auto repair/film developing) o Pet Boarding/Grooming Facilities o Financial Institutions/Services o Postal Services (no car wash/auto repair) o Fitness Centers o Public Storage Facilities o Gas Stations (no car wash/auto repair) o Restaurants/Bars o Grocery Stores (no film developing) o Retail/Wholesale Stores (no auto repair/film developing) o Residential based Businesses o Theaters (Movie/live) CERTIFICATION STATEMENT rmation above is true and correct to the best of my knowledge. Print Name: ROBBIE KNIGHT DATE: 02/26/2020 Facility Contact: CRAIG HANSEN Title: PROPERTY MANAGER EN CINA WASTEWATER AUTHORITY 6200 AVENIDA ENCINAS, CARLSBAD, CA Phone: 760-438-3941 Fax: 760-476-9852 Sou rceContro l@en ci na i pa .com Page 2 of 2 ( City of Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. The completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as spec·1fied by the ordinances. NOTE: The following type of permits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool ..i If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. ..i Details on CAP ordinance requirements are available on the city's website . ..i A CAP Building Plan template (form B-55) shall be added to the title page all building plans. This template shall be completed to demonstrate project compliance with the CAP ordinances. Refer to the building application webpage and download the latest form. Project Name/Building Permit No.: SUITE C-1 SPEC. Tl@ PVCC Property Address/APN: 2800 WHIPTAIL LOOP, SUITE C1, CARLSBAD, CA 92010 I 209-120-25-00 Applicant Name/Co.: DANIEL SCHNIZLER / WARE MALCOMB Applicant Address: 3911 SORRENTO VALLEY BLVD. #120, SAN DIEGO, CA 92121 Contact Phone: (858) 500-4614 Contact Email: DSCHNIZLER@WAREMALCOMB.COM Contact information of person completing this checklist (if different than above): Name: Company name/address: ROBBIE KNIGHT Contact Phone: RYAN COMPANIES US, INC. . 4275 EXECUTIVE SQUARE, SUITE #370 Contact Email: LA JOLLA, CA 92037 (858) 812-7912 ROBBIE.KNIGHT@RYANCOMPANIES.COM Applicant Signature: _]).7 ~-~~·~Q=--,;5=.,_~-4 .. : _______ Date: 02/26/2020 B-50 Page 1 of 6 Revised 08/19 City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For alterations and additions to existing buildings, attach Building Permit Valuation worksheet. Building Permit Valuation (BPV) from worksheet: $~4~3~3~,0~1~8 ___ _ Construction Type 0 Residential □ New construction □ Additions and alterations: □ BPV < $60,000 □ BPV;,, $60,000 □ Electrical service panel upgrade only □ BPV;,, $200,000 [x] Nonresidential □ New construction IZI Alterations: 00 BPV;,, $200,000 or additions;,, 1,000 square feet □ BPV;,, $1,000,000 □ ;,, 2,000 sq. ft. new roof addition Checklist Item I Complete Sectlon(s) I Notes: Low-rise N/A 1A, 4A 1A, 4A' High-rise 118, 28, 38, 4A N/A 4A 1 B, 4A' 18, 28, 38, 48 and 5 1B, 5 1B, 28, 5 28,5 A high-rise residential building is 4 or more stories, including a mixed-use building in which at least 20% of its conditioned floor area is residential use All residential additions and alterations 1-2 family dwellings and townhouses with attached garages only 'Multi-family dwellings only where interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed Building alterations of;,, 75% existing gross floor area 1 B also applies if BPV;,, $200,000 Check the appropnate boxes, explain all not applicable and exception items, and provide supporting calculations and documentation as necessary. 1. Energy Efficiency Please refer to Carlsbad Municipal Code (CMC) sections 18.21.155 and 18.30.190, and the Californ·1a Green Building Standards Code (CALGreen) for more information when completing this section. A D Residential addition or alteration~ $60,000 building permit valuation. D NIA __________ _ See CMC section 18.30.190. D Exception: Home energy score~ 7 (attach certification) Year Built Single-family Requirements Multi-family Requirements D Before 1978 Select one: D Duct sealing D Attic insulation D Cool roof D Attic insulation D 1978 and later Select one: D Lighf1ng package D Water heating Package D Between 1978 and 1991 Select one: D Duct sealing D Attic insulation D Cool roof D 1992 and later Select one: D Lighting package D Water heating package B. IB] Nonresidential' new construction or alterations~ $200,000 building pennit valuation, or additions~ 1,000 square feet. D N/A Updated 8/J 5/2019 2 City of Carlsbad Climate Action Plan Consistency Checklist See CMC 18.21.155 and CALGreenAppendix A5, Division A5.2-Energy Efficiency. A5.203.1.1 Choose one: !i(l .1 Outdoor lighting D .2 Warehouse dock seal doors D .3 Restaurant service water heating (comply wlh Cal'lomia Energy Code section 140.5, as amended) D NIA _________ _ D .4 Daylight design PAFs D .5 Exhaust air heat recovery A5.203.1.2.1 Choose one as applicable: D .95 Energy budget Ill .90 Energy budget D NIA AS.211.1" D On-site renewable energy l!J NIA AS.211.3" D Green power (if offered by local utility provider, 50% minimum renewable sources) ll<1 NIA AS.212.1 D Elevators and escalators ll<1 NIA AS.213.1 D Steel framing l!J NIA • Includes hotels/motels and high-rise residential buildings "For alterations~ $1,000,000 BPV and affecting> 75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply with CMC 18.30.130 instead. 2. Photovoltaic Systems A. D Residential new construction (for low-rise residential building permit applications submitted after 1/1120). Refer to 2019 California Energy Code section 150.1(c)14 for requirements. Notes: 1) High-rise residential buildings are subject to nonresidential photovoltaic requirement (28 below) instead. 2) If project includes installation of an electric heat pump water heater pursuant to CMC 18.30.150(8) (high-rise residential) or 18.30.170(8) (low-rise residential), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional CFA #d.u. Calculated kWdc' sheets if necessary) Total System Size: kWdc = (CFAx.572) 11,000 + (1.15 x #d.u.) 'Formula calculation where CFA = conditional floor area, #du= number of dwellings per plan type If proposed system size is less than calculated size, please explain. Exception D D D D kWdc B. D Nonresidential new construction or alterations ~$1,000,000 BPV and affecting ~75% existing floor area, or addition that increases roof area by ~2,000 square feet. Please refer to CMC section 18.30.130 when completing this section. Note: This section also applies to high-rise residential and hotel/motel buildings. Choose one of the following methods: □ Gross Floor Area (GFA) Method GFA: □ If< 10,000s.f. Enter: 5 kWdc Min. System Size: □ If 2: 10,000s.f. calculate: 15 kWdc x (GFN10,000) •• kWdc .. Round building size factor to nearest tenth, and round system size to nearest whole number. □ Time-Dependent Valuation Method Updated 8/15/2019 3 City of Carlsbad Climate Action Plan Consistency Checklist Annual TDV Energy use:'" ______ x .80= Min. system size: _____ kWdc '"Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Water Heating A D Residential and hotel/motel new construction Please refer to CMC sections 18.30.150 and 18.30.170 when completing this section. □ For systems serving individual dwelling units choose one: □ Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) □ Heat pump water heater AND PV system .3 kWdc larger than required in CMC section 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1(c) 14 (low-rise residential) □ Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher □ Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors □ Exception: □ For systems serving multiple dwelling units, install a central water-heating system with all of the following: □ Gas or propane water heating system □ Recirculation system per CMC 18.30.150(8) (high-rise residential, hotel/motel) or CMC 18.30.170(8) (low- rise residential) □ Solar water heating system that is either: □ .20 solar savings fraction □ .15 solar savings fraction, plus drain water heat recovery □ Exception: 8. D Nonresidential new construction Please refer to Carlsbad Ordinance CMC section 18.30.150 when completing this section. □ Water heating system derives at least 40% of its energy from one of the following (attach documentation): □ Solar-thermal □ Photovoltaics □ Recovered energy □ Water heating system is (choose one): □ Heat pump water heater □ Electric resistance water heater(s) □Solar water heating system with .40 solar savings fraction □ Exception: Updated 8/\ 5/2019 4 City of Carlsbad Climate Action Plan Consistency Checklist 4. Electric Vehicle Charging A D Residential New construction and major alterations* Please refer to Carlsbad Ordinance CMC section 18.21.140 when completing this section. D One and two-family residential dwelling or townhouse with attached garage: D One EVSE Ready parking space required D Exception : D Multi-family residential· D Exception • Total Parking Spaces EVSE Spaces Proposed Capable Ready Calculations: Total EVSE spaces= .10 x Total parking (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other= Total EVSE spaces -EVSE Installed (EVSE other may be "Capable," "Ready" or "Installed.") Installed Total 'Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation~ $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation~ $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B D Nonresidential new construction (includes hotels/motels) D Exception • Total Parking Spaces EVSE Spaces Proposed Capable I Ready Installed I Total I I Calculation· Refer to the table below· Total Number of Parkino Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces □ 0-9 1 1 □ 10-25 2 1 □ 26-50 4 2 □ 51-75 6 3 □ 76-100 9 5 □ 101-150 12 6 □ 151-200 17 9 □ 201 and over 10 oercent of total 50 oercent of Reauired EV Soaces Updated 8/15/21119 5 City of Carlsbad Climate Action Plan Consistency Checklist 5. IB] Transportation Demand Management (TOM): Nonresidential ONLY An approved Transportation Demand Management (TDM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will use the table below based on your submitted plans to determine whether or nor your permit requires a TDM plan. If TDM is applicable to your permit, staff will contact the applicant to develop a site-specific TDM plan based on the permit details. Acknowledgment: Employee ADT Estimation for Various Commercial Uses Use EmpADTfor first 1,000 s.f. EmpADTI 1000 s.f.1 Office (all), 20 Restaurant 11 Retail, 8 Industrial 4 Manufacturing 4 Warehousin 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 10th Edition 13 11 4.5 3.5 3 , For all office uses, use SAN DAG rate of 20 ADTl1,000 sf to calculate employee ADT , Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration Sample calculations: Office: 20,450 sf 1. 20,450 sf 11000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf= 8 ADT 2. 9,334 sf -1,000 sf= 8,334 sf 3. 8,334 sf/ 1,000 x 4.5 + 8 = 46 Em lo ee ADT I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a TDM Ian and understand that an approved TDM plan is a condition of permit issuance. Person other than Applicant to be contacted for TDM compliance (if applicable): Name(Printed): ROBBIE KNIGHT (RYAN COMPANIES US, INC.) EmailAddress: ROBBIE.KNIGHT@RYANCOMPANIES.COM Up<late<l 8/15/2019 Date: 02/26/2020 Phone Number: (858) 812-7912 6