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2070 LAS PALMAS DR; ; CBC2021-0117; Permit
Building Permit Finaled (City of Carlsbad Commercial Permit Print Date: 06/14/2021 Permit No: CBC2021-0117 Job Address: 2070 LAS PALMAS DR, CARLSBAD, CA 92011-1518 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Parcel#: 2130611400 Track#: Valuation: $28,282.64 Lot#: Occupancy Group: B/Fl/Sl Project#: #of Dwelling Units: Plan#: Bedrooms: Bathrooms: Construction Type:VB Orig. Plan Check#: Occupant Load: Plan Check#: Code Edition: Sprinkled: Project Title: Status: Applied: Issued: Finaled Close Out: Inspector: Final Inspection: Closed -Finaled 04/02/2021 05/17/2021 TAlva 06/14/2021 Description: RA MEDICAL SYSTEMS: Tl (437 SF) NEW MANUFACTURING CLEAN ROOM WITHIN EXISTING MANUFACTURING AREA Applicant: ALIGN ARCHITECTURE SUNNY RICHINS 1031 E GRAND BLVD CORONA, CA 92879 (714) 307-3199 FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL FIRE F Occupancies Tl MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $1,187.64 Total Payments To Date: $1,187.64 Contractor: CLEAN ROOMS WEST INC 1392 INDUSTRIAL DR TUSTIN, CA 92780-6416 (714) 258-7700 Balance Due: AMOUNT $271.60 $190.12 $43.00 $628.00 $45.00 $2.00 $7.92 $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 11fees/exaction.11 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 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov --~--------- Ccicyof Carlsbad Job Address 2070 Las Palmas Dr. Tenant Name: RA Medical Systems COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check ('~"7/-~ Est. Value :;2, ,;2 fi; PC Deposit /:::7 Date _.L;t/J:<....::d~~::......./'--- Sulte:, ___ __,APN: _________ _ lot#: Vear Bullt: _____ Occupancy: B, F·1, 5•1 Construction Type:..· V::.·.:.B:.... __ ,flre Sprinklers:• ;.,I j no 1AJ1);, j 1 ,;i BRIEF DESCRIPTION OF WORK: New manufacturing cleanroom within existing manufacturing area including related structural and electrical. 0 Addltlon/N-:. __________ New SF and Use, __________ ,New SF and Use, ___ Deck SF, Patio Cover SF (not Including flatwork) [!) Tenant lmprovement:._43_7 ____ SF, Existing use manufacturing Proposed Use manufacturing _____ SF, Existing Use ______ .Proposed Use _____ _ D Pool/Spa:. _____ .SF Additional Gas or Electrical Features? ___________ _ D Solar: ___ KW, ___ ,Modules, ___ ,Mounted, Tilt:~/~ RMA: ~/~.Panel UP5rade: ~ /~ [!] Plumblnl/Mechanlcal/Electrlcal Only: new electrjcal outlets and Hghtjng D Other: This permit Is to be Issued In the name of the Property Owner as Owner-Builder, Hcensed contractor or Authorized Aaent of the owner or contractor. Th~ ~rson list~d as th~ AppHcant Mlaw w/11 M tM main paint of contact throughout tM ~rmlt proc~il. PROPERTY OWNER APPLICANT 0 Name: Lloyd Wells Gift Trust Address: 17083 Old Coach Road City: Poway State:_C_A __ .Zlp:92064 Phone: 828-391-2973 Emall: bschmidt@ramed.com DESIGN PROFESSIONAL Name: Sunny Richins/ Align Architecture Address: 1031 E. Grand Blvd. APPLICANT Iii City: Corona State:_C_A __ .Zlp: 92879 Phone: 714-307-3199 Emall: sunny@alignarc.com PROPERTY OWNERS AUTHORIZED AGENT Name: RA Medical Systems Address: 2070 Las Palmas Drive APPLICANT 0 City: Carlsbad State:_C_A __ .Zlp: 92011 Phone: 442-244-4670 Emall: bschmidt@ramed.com CONTRACTOR BUSINESS Name: Clean Rooms West Address: 1392 Industrial Drive APPLICANT 0 City: Tustin State:_C_A __ .Zip: 92780 Phone: 714-258-7700 Email: steve@cleanroomswest.com Architect State License: _c_3_14_3_1 ________ State Ucense:, ______ .Bus. License"-: _____ _ ~ 1635 Faraday Ave Carlsbad, CA 92008 B-2 Ph: 760-602-2719 Fax: 760-602-8558 Page 1 of 2 Email: Building@carisbadca.gov Rev. 08/20 IDENTIFY WHO WILL PERFORM THE WORK BY COMPLETING (OPTION A) OR (OPTION B) BELOW: (OPTION A): LICENSED CONTRACTOR DECLARATION: I hereby affirm under penalty of perjury that I am licensed under provisions af Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Cade, and my license is in full force and effect. I also affirm under penalty of perjury one of the fallowing declarations: 0 I 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. PoUcyNo. _______________________ _ ■ 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: _________________ _ Polley No •. __________________ ,ExplratlonDate: ________________ _ 0 Certificate of Exemptkm: 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. WAANING: Failure to secure worlcen compensation coverap Is unlawful and lhlH subject an employer to almlftal penalties and dvl fines up to $100,000.00, In addition the to the cost of compenutlon, dam.,., u provided for In Section 1706 of the Labor Code,--• and attorney's IHs. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there Is a construction ~ndln& a1ency for the performance of the work this permit is issued (Sec. 3097 (i) Clvll Code). Lender'1Name:. ____________________ .lender'1 Address: ___________________ _ CONTRACTOR PRINT: ________ _ SIGN: _________ ,DATE: ______ _ (OPTION B): OWNER-BUILDER DECLARATION: I her.by affirm that I om eumptfrom Contractor's Lier~ Law for the following rroson: DI, as owner of the property or my employees with wa1es as their sole compensatk>n, will do the work and the structure Is not tntended or offered for sale (Sec. 7044, Bustness and Professions Code: The Contractor's license Law does not apply to an owrier of property who builds or Improves thereon, and who does such work himself or throuah his own employees, provided that such improvements are not Intended or offered for sale. If, however, the bulldlnc or Improvement Is sold within one year of comptetlon, the owner-buUder wUI have the burden of provlna that he did not bulld or Improve for the purpose of sa~). DI, as owner of the property, am exclusively contractln1 with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's Ucense 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 Business and Professions Code Division 3, Chapter 9, Article 3 for this rea50n: O"owner Builder acknowledgement and verification form" has been filled out, signed and attached to this application. Proof of Identification attached. D Owners "Authorized Agent Form" has been filled out, signed and attached to this application giving the agent authority to obtain the permit on the owner" behalf. Proof of ldentlflcatlon attached. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in Its entirety by licensed contractors. I understand that a copy o/tht appllcablr law, s«tlon 7044 of tM BuslMSS and Professions Codr, Is avaHablr upon rt~t when this appllcatlon Is submitted or at the followlng Wl!'b sJt~: http://www.~lnfo.ca.gov/colaw.html. OWNER PRINT: ___________ SIGN: ________ .DATE: _____ _ APPLICANT CERTIFICATION: SIGNATURE REQUIRED AT THE TIME OF SUBMITTAL By my signature below, I certify that: I am the property owner or State of California Licensed Contractor or authorized to act on the property owner or contractor's behalf. 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 h,reby authorl,e representative of the City of Corlsbad to enter upon the above mentioned property for Inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CfTY OF CARLSBAD AGAINST AU LIABILTr/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 5'0' deep and demolition or construction of structures over 3 stories In height. APPLICANT PRINT: Sunny Richins 1635 Faraday Ave Carlsbad, CA 92008 B-2 SIGN: Sunny Richinst;;"E:,t~1:_:::--DATE· _3_/3_0_/_2_1 __ _ Ph: 760-602-2719 Fax: 760-602-8558 Page 2of2 Email: Building@carlsbadca.gov Rev. 08/20 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Scheduled Date Closed -Finaled Actual Inspection Type Start Date Checklist Item BLDG-Structural Final BLDG-Electrical Final Monday, June 14, 2021 Application Date: 04/02/2021 Owner: TRUST WELLS LLOYD GIFT TRUST 11-24-87 Issue Date: 05/17/2021 Expiration Date: 11/29/2021 IVR Number: 32525 Subdivision: CARLSBAD TCT#80-33 Address: 2070 LAS PALMA$ DR CARLSBAD, CA 92011-1518 Inspection No. Inspection Status Primary Inspector Reinspection Inspection COMMENTS June 14, 2021: 1. No building/clean room deficiencies. 2. New clean room-(HEPPA System}pre-fabricated, portable, self-contained structure, per structural engineer's plans and detail specifications-approved. 4. Final electrical disconnect and dedicated 30 amp circuit breakers, labeled at main panet, scope of work, per electrical plans - approved. June 14, 2021: 1. No building/clean room deficiencies. 2. New clean room-(HEPPA System)pre-fabricated, portable, self-contained structure, per structural engineer's plans and detail specifications-approved. 4. Final electrical disconnect and dedicated 30 amp circuit breakers, labeled at main panel, scope of work, per electrfcal plans - approved. Passed Yes Yes Page 2 of 2 Building Permit Inspection History Finaled ( City of Carlsbad Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Scheduled Actual Inspection Type Date Sta rt Date 06/01/2021 06/01/2021 BLDG-14 Frame/Steel/Bolting/We !ding (Decks) Checklist Item Application Date: Issue Date: Expiration Date: IVR Number: Inspection No. 158609-2021 COMMENTS 04/02/2021 Owner: TRUST WELLS LLOYD GIFT TRUST 11-24-87 05/17/2021 Subdivision: CARLSBAD TCT#80-33 11/29/2021 Address: 2070 LAS PALMAS DR 32525 CARLSBAD, CA 92011-1518 Inspection Primary Inspector Reinspection Inspection Status Passed Tony Alvarado Complete Passed BLDG-Building Deficiency June 1, 2021: Yes BLDG-34 Rough Electrlcal Checklist Item 1. No building deficiencies. 2. Verified third-party deputy inspectors report for mechanical anchors for new clean room bottom track system with anchors -approved. 3. New clean room, pre-fabricated Structure, rough frame and structural anchoring to existing roof beam system with purlin metal bracing, per structural engineers plans detail specifications and approved per Engineer's plan sheet S3-1. 4. Rough electrical scope of work, per electrical plans -approved. 158548-2021 Passed Tony Alvarado COMMENTS BLDG-Building Deficiency June 1, 2021: 06/14/2021 06/1412021 BLDG~Flnal Inspection Monday, June 14, 2021 1. No building deficiencies. 2. Verified third-party deputy inspectors report for mechanical anchors for new clean room bottom track system with anchors -approved. 3. New clean room, pre-fabricated Structure, rough frame and structural anchoring to existing roof beam system with purlin metal bracing, per structural engineers plans detail specifications and approved per Engineer's plan sheet S3-1. 4. Rough electrical scope of work, per electrical plans -approved. 159556-2021 Passed Tony Alvarado ··-·--····---- Complete Passed Yes Complete Page 1 of 2 ✓• EsG1I □ APPLICANT □ JURIS. DATE: MAY 10, 2021 JURISDICTION: CARLSBAD PLAN CHECK#.: 2021-0117 SET: II PROJECT ADDRESS: 2070 LAS PALMAS DRIVE PROJECT NAME: RA MEDICAL SYSTEMS -T.I. (CLEAN ROOM ADDITION} ~ 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: Align AIA Telephone#: 714-307-3199 Date contacted: (by: ) Mail Telephone Fax In Person 0 REMARKS: By: ALI SADRE S.E., CASp EsGil Email: sunny@alignarc.com Enclosures: 5/03 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 ; DATE: APRIL 20, 2021 JURISDICTION: CARLSBAD PLAN CHECK#.: 2021-0117 ✓• EsG1I A SAFEbu1H Company SET: I PROJECT ADDRESS: 2070 LAS PALMAS DRIVE □ APPLICANT □ JURIS. PROJECT NAME: RA MEDICAL SYSTEMS -T.I. (CLEAN ROOM ADDITION) 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. [gJ 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. [gJ 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. [gJ EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Align AIA Telephone#: 714-307-3199 Date contacted: (by: ) Mail Telephone Fax In Person 0 REMARKS: By: ALI SADRE S.E., CASp EsGil Email: sunny@alignarc.com Enclosures: 4/05 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-I 576 CARLSBAD 2021-0117 SET: I APRIL 20, 2021 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK#.: 2021-0117 PROJECT ADDRESS: 2070 LAS PALMAS DRIVE \i. CONSTRUCTION= V-B; STORIES= TWO; HEIGHT= NO CHANGE; OCCUPANCY= B/F1/S1 SPRINKLERS= YES; AREA (T.I.) = 437; SCOPE= T.I. (CLEAN ROOM) DATE PLAN RECEIVED BY ESGIL: 4/05 REVIEWED BY: ALI SADRE S.E., CASp FOREWORD (PLEASE READ): DATE REVIEW COMPLETED: APRIL 20, 2021 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 r1JK2 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. For electronic submittals, please coordinate with the City. 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 2021-0117 SET I APRIL 20, 2021 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. On the cover sheet of the plans, specify any items that will have a deferred submittal (fire sprinklers modifications, etc.). Also, note on the plans, per Sec. 107.3.4.1: "Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." 5. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in IBC Tables 307.1(1) and 307.1 (2). NON-RESIDENTIAL GREEN BUILDING STANDARDS The California Building Standards Commission has adopted the Green Building Standards Code and must be enforced by the local building official. The following mandatory requirements for commercial construction must be included on your plans. The following Green Building Standards apply to newly constructed buildings, along with nonresidential alterations (T.I.) with a value of $200,000 or more. CGC 101.3. Provide a sheet on the plans labeled "Green Building Code Requirements" and include the following notes as applicable. Update the notes on Sht. T-5 as follows to reference the lasts standards: 6. Electric Vehicle Charging: If the newly constructed building includes a parking design of 10 or more spaces compliance with Table 5.106.5.3.3 is necessary for EV future charging capability. Provide the following design requirements found in section 5.106.5.3: Number of future EV spaces required, installed raceway design, electrical capability (amperes and location) and signage. a) Be sure to also comply with Title 24 disabled access requirements for the EV stalls. Section 11 B-228.3. 7. !f electrical vehicle charging equipment is installed: Provide a complete electrical design, including equipment specifications, a site plan, and an electrical branch circuit design, including load calculations. Include the compliance design for the accessibility requirements found in CBC 11 B-228.3 and CBC 11 B-812.5. 8. Waste management. Note on the plans that the contractor must submit to the Engineering Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.408.1.1. 9. Recycling. Note on the plans that a minimum of 65% of construction waste is to be recycled and/or salvaged. CGC 5.408.1. Documentation shall be provided to the enforcing agency which demonstrates compliance. CGC Section 5.408.1.4. CARLSBAD 2021-0117 SET I APRIL 20, 2021 10. Recycling. Note on the plans that an identified, readily accessible area shall be provided that serves the entire building for collecting recycling, such as paper, cardboard, glass, plastics, metals, etc. CGC Section 5.410.1. 11. Documentation. Note on the plans that a building "Systems Manual" as listed in CGC Section 5.410.2.5 shall be delivered to the building owner or representative and the facilities operator. Further, note on the plans that the "Systems Manual" shall contain the required features listed in CGC Section 5.410.2.5.1. 12. Pollutant control. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.504.3. 13. Pollutant control. Note on the plans that VOC's must comply with the limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.504.4. 14. Pollutant control. Note on the plans that mechanically ventilated buildings shall provide regularly occupied areas with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 13. MERV 13 filters shall be installed prior to occupancy. CGC Section 5.504.5.3. 15. Pollutant control. Note on the plans that where outdoor areas are provided for smoking, such areas are prohibited within 25' of building entries, windows and outdoor air intakes. Signage shall be posted to inform occupants of the prohibitions. CGC Section 5.504.7. 16. Environmental comfort. Note on the plans that wall and floor assemblies separating tenant spaces (and tenant spaces from public spaces) shall have an STC of at least 40. CGC Section 5.507.4.3. 17. Environmental comfort. Wall and roof assemblies exposed to noise sources shall have an STC rating of at least 50, with exterior windows having a minimum STC of 40 in the following locations, per CGC Section 5.507.4.1: a) Within the 65 CNEL noise-contour of a freeway, railroad, or industrial source, as determined by the jurisdiction's Noise Element of the General Plan. b) Within the 65 CNEL noise-contour of an airport. 18. Outdoor air quality. Note on the plans that installations of HVAC, refrigeration and fire suppression systems will not contain CFC's or Halons, per CGC 5.508.1. 19. Indoor water use. For new buildings, show on the site utility plan separate sub-meters per CGC Section 5.303.1 for the following: (a) Each leased or owned space that consumes more than 100 gal/day (b) Tenant spaces containing laundry, cleaners, restaurant, medical/dental office, laboratory, or beauty/barber shops. 20. Water reduction. Show on the plans the following maximum fixture flow rates from the table below. Revise general notes, plumbing plans, etc. to match. CGC 5.303. ., CARLSBAD 2021-0117 SET: I APRIL 20, 2021 MAXIMUM FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RA TE Water closets 1.28 gallons/flush Urinals (wall mounted) O. 125 gallons/flush Urinals (floor mounted) 0.5 gallons/flush Lavatory faucets-0.5 gpm @60 psi nonresidential Kitchen faucets 1.8 gpm@ 60 psi Metering faucets 0.2 gallons/cycle 21. Outdoor water use. Note on the plans that a water budget shall be developed for landscape irrigation use that conforms to Section 5.304. 22. Note on the plans that prior to final inspection the licensed contractor, architect, or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. ACCESSIBILITY 23. Show, or note, that an additional sign shall also be posted in a conspicuous place at each entrance to off street parking facilities, or immediately adjacent to and visible from each stall or space. Section 11 B-502.8.2. The sign shall be 2:17" x 22" with lettering not s1" in height. The required wording is as follows. "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or SPECIAL license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at _______ or by telephoning ______ " The word Special is left out of the sign verbiage. See detail 11/T-3. 24. On detail 6/T-3, note the height of the truncated dome is 0.2". Sec. 11 B-705.1.1.1. MISCELLANEOUS 25. Please see attached for Mechanical & Electrical design is approved as is. 26. 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., CASp at EsGil. Thank you. END OF DOCUMENT ' CARLSBAD 2021-0117 SET I APRIL 20, 2021 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: ALI SADRE S.E., CASp PLAN CHECK#.: 2021-0117 DATE: APRIL 20, 2021 BUILDING ADDRESS: 2070 LAS PALMAS DRIVE BUILDING OCCUPANCY: B/Fl/Sl; V-B/SPR. BULDING AREA Valuation Reg. PORTION (Sq.Ft.} ~ier Mod. T.I. 437 Air Comitioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB By Ordinance ----· ·1 ·n . F ... I 1997 UBC But di g Permit et ~ I r·:, <"~I;· I 1991 uec Plan Check F•• Tw,e of Review: r,;; Complete Review VALUE r Structural Only r Repetitive Fee -. l..!J Repeats r Other r 1-1our1y EaGilFee ~ 1------<] Hr. @ • Comments: ($) 28,282 , $176.86) Sheet 1 of 1 . ' .. camu1111•--·------4191 Pierson Drive Huntington Beach, CA 92649 714-785-7800 STRUCTURAL CALCULATIONS CLEAN ROOM/ RA MEDICAL 2070 LAS PALMAS DR. CARLSBAD, CA 92011 CLEAN ROOMS WEST INC., CONTRACTOR JOBNot,fl)I)~ BV yJt-DATE'/~) SH. OF C'Sczal.J-()ft7 ,__; () ~ ? ; 11 A ,.~~-- 4191 Pierson Drive Huntington Beach, CA 92649 714-785-7800 7l)f?461 7'/fZJ/)?-1'"11~ f?L-. LL. ~L,~,Jti l-,A,P~ _2.b_ f-l-el.2A nc.-iu~ F"AAf,;inJ~ U. I t.,/ ,JC:, M~s.v 'L\... l,q 5io L~ l, 0 ,, 0 JOB Noi.1ot1 7 BY WC--DATE*-' SH. I OF ~ilil!Gi• • liiliiiiiiill~• 4191 Pierson Drive Huntington Beach, CA 92649 714-785-7800 ?'f f tM I c. bf A-P-2 5~/71 "=-• <t'\l/. ,tpJ A~~l)f'l1e,. S'11c-C~,. () 7~~/9,, :::-, -rd! o/, ~~, 'I:~ .::. ;rp .::. L, f) ~p;./,C, F?p.Jl:..Z,~ ~p)Rp~,40 Ff :;.ter) /,,4-) 1, -itt$ c, .,_ z.:ic 1) =-, -z,1 w1' CAf r?) ~~titw-rc~g I "I-~::,. t 1'l . ~,,ir f2,u2f : ~A,Jet..l'teP ~,()r-?'IP"J1S11 tJ1114 Wt)()~ fi()t3.uJ; AiJ t' ~ I tt/.:P,~ It-,---.. Zi-I LIJM?S~ fll-~IN'~ (,,,y,v~t>I) fv6,, Pvtui.l.s /Yll~t.- ~Ai..,,J; ~~1tJtt.1.e-R.S diL~ consulllng & detlgn • strucfutOI enginee<I 4191 Pierson Drive Huntington Beach, CA 92649 714-785-7800 CA: I t..-1rJtf JOB NO-~} tJ()5) BY './'-' ~ DATE ~Z,.,/ SH.~ OF U~E:-PotA!E:e. T~ Ce11.,1rJ~ 7e/;:, ~JfT! 4-7 Forz p.,;o f~ Tl E..$ L=--4 1 W ~ {15) 14-) :; ~~ P-=-tS'oJb .C ::,. ~%0 /1,i,~ -ie V'1 fj,., J5t'IA-U- ii :::. 10 I -l , 0 t. t\ -d') '?- , ·, Pok)~ Tc.e: (!) \L , , rJ P,o,;,s =-~o tt -=y,au4: r>&I/,, tP l?- 1;.oa(:.--re.~ . Sg&f 'l•tlMlullll ..... i69t2bollachlcal0Cld,ail191ai flunllnaton beooh, ca 92649 714 840-5682 ~t.tl&IZ-7E::£. . · .110· ·I I .125 JOB NO. 1.1 t)~ 3 BY "Nt-- DATe ft--/ SH.~-OF ------ .1001_ . _l .090 . . s---i .....,._..._~.... I .688 __ ..,..___..114-.336 4.000 · I • I -· .-f __,,,____ --.-~------,..------~--......~~..__ .090 m,,,, ............. i6912bollactlloal0Gd.tulfe11K huntlngton beach, co 926ff 714 840-6682 ~.-.e.JT 6A (,~-i- I (t.~1~ (.l>dlD --Z, (1.~,i.,~1.1 C. I (,44"Z-'., -- 4-(",oo)l,, 10Jt -=- '$ ,. ,,._,,.,~{-iJ =-- .ti4 .,4-1, .,.~ ,810 • 0'16 '5 • ~ • %,Sd>~t,ittt>&;: l,•sat-'' :c.,_c:. ~.ts' J +- !;,~ ~ ~ t.5 ;, , 9 ~= -t. 4-0 ,~~ s, -z.ef/z, 1,41,-'1, z:.:3 ·,AJ~ t"'')I --l ;¾ 4 iJ . ~ A_ .. 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INC. 1S83-2014, Su!ld:6. 14.8.25. Ver:6. 14.8.25 •• ti! . Desaiption : Power I wan Angle Final Section Pro ert/es Total Area Calculated final C.G. distance from Datum : X cg Dist. 0.0 In Y cg Dist. 0.0 in Edge Distances from CG. : +X txx = lyy= Sxx :-Y Sxx : +Y Syy :-X Syy :+X rxx ryy -X +Y .y General Shapes -C:#1 Top Flange Width = Bottom Range Width Area= 0.586 in"2 1.365 In -0.3219 in 2.206 in -1.794 in 1.318 ln"4 0.1143 in"4 0.7346 in"3 o.59n tnA3 0.3549in"3 0.08371 ln"3 1.50 In 0.4417 In 1.0001n 1.687in txx= lyy= 0 •" • 0 ; . co ······l-cc; .__ _________________________ _: Xog = 0.000 In Top Flange Thick= Bottom Flange Thie 1.318 in"4 Sxx = 0.114 in"4 Syy= Veg= 0.090ln 0.0901n 0.000 In Rotation = 0.597 ln"3 0.084 ln"3 Web Thickness = Top Height = Rxx= Ryy= 0 decCCW 0.0901n 4.0001n 1.500 in 0.442 in consutting a doslgn • sl!uciural engineers 4191 Pierson Drive Huntington Beach, CA 92649 714-785-7800 J:7p ,· 5r=-~ 7(~ '1 ~ \0 L ~ l$) JJ -( 5 )(4-, t;~)::. ~I t w~~t P~~ fe;;)r t JC+-1~ U>-# Pi "L, ~ ( ~ J ( ~ l +) ~ (f) o t-- fU-L, er t ~o 1b.- J .5T5 W ITH <j ~t1)(t1) ~5,7 lj; 'IJ~ ~ /l)Zt; H1-r-I 1 lP -G t:,)(q l{,rt.;)cr -:. It,'! 11 ~ ~ .-11 1,l: ; l 1. (i (t. 7Cf o/'t.:t--~ ::.-?, • 4-'1-t ?t, 0 ::-1, 4-&f ii<~ I -0 v-- /1 '} ~ ' e,. L/7 4 -N 4 w i1-t e 11. /4-t, , r1 ti A,r--r~ , v-""A-/J I~ ., , l 9 ¼oo ~ I t vtOrwt Of;._ N .L -rv _1 -s:r::s AT w) 11.: c. f A tv e. tv-OrJ fHT JOB No.zr /)() J, BY WC- DATE ?/Z,. ( SH.g OF 10 ZIOO~ TABLE l: STRUCTURAL PROPERTIBS OF STIJDS, JOIST, AND TRACK (CONTINUED) .... 16, 14, & 12 "F'J" Floor Joist 18, 16. & 14 "HOJ" 6" & 8" Web Depth Floor Joist 16 & 14 "!◄OJ" 10" cit 12" Web Oeptll Floor Joist 0.0. -0c 0.0. 16, 14, 12, & io "XF'J" 6" ond B" Web Oeptll Floor Joist ·16, 14, 12, cit 10 "XF'J" 10" ond 12" Web Depth Floor Joist 'j w .. 0• o.o. W.D 0• ~ 0.0. .... Ot o.o. Ml!XJll?R Jom(DftJM Wl!IOHT Dl!SIONATION Dl!SICJH (ll•lnf GROSS SECTlOH PROl'EaTIES TinCICN1!SS (lodl•) NA la lb l>'I' (la-21 11a-•\ 11a-,\ fin-•\ IIRDHDO 0.0.SI 1,415 0.417 2.061 1llS o.tm IIHDJa00 0.0'.SI 1.711 o.scn •.1n J.&10 o.ooa l6RDJ«l0 0.0~ 1.76S O.S20 US• 1.ll1 0.112 IIIHDJ«JO 0.4566 2.149 0.6)) $.Ill 2,161 o.t1' 16HDJIOOO o.-2.629 0.114 9.77) J.SS, 0.191 .tH'* t,,p. ••• I•. 110,,\.. r ,.000" .,__ ,o CIA. 1!Pl'ltCffllB SEC'ffOH. PROl'l!R'JlES Jl7 la 1h Noa 11.a-,, n..-41 11.a-,1 ,i.-21 0.4111 2-0el 0.647 0,417 0.A-IO •.17' 1.0.J O..S01 0.464 :us• o.as1 0..SlO o.,,, S.111 1.l9S 0.6)) 0.496 11.77) 1,9,S 0.774 MOMl!lff CMN:ITY Ma !lo-Iba) US:!11 20'IQf 2Jffl . 3'111 49:127 .H2 ... t,,p. 16, u. U ~ l,OCO'' llf, 10 CIA. • TORSIONAL ll!C110H PllOPEKTIES Xo J Cw llo (I.a\ 11.a-.-. (l.a-6) ,._, -0.&.19 2.8241!-CM Cl.679 l.427 -0.7'1 3.0Q!-0., 1.1911 2.90' -0..134 S.klE-0' 0.&26 2.AIS .:o.n1 6.7S1E-Ot 1.sa., 2.NJ -o.'IIM &.2611!-0. 3.920 3.674 a OS11 OJMO OMO 0.942 49.SJ ( C ( ,:;,-ii . TABLE I: STRUCTIJRALPROPERTIES OF STUDS JOIST. AND TRACK f CONTINUED) Z:.I 003 . I D MEMlllilt MfNIMtJM WEIOHT .EPPECnVESl!C'nON TORSfONAL SECTtON DESIOl'IATION DESIOl'I (Ibo/fl) GROSS SEC'JlON PROPl!R'JU!S PROl'l!R'l'D!S MOMENT ,a()PllltTU!S 14HD1e00 14HDJ800 14HD11000 14HD1l100 l61'1«l0 UPJ800 ldl'JIOOO l◄P1800 l◄flU> 14F11000 14P11200 121'1800 llFJl)O llPJJOOO llFJllOO IQCFJfOO IQCFJ800 l6XF11000 l4XFJ«>O 14lCFJ800 UXJIJ'IOOO WCFil:ZOO IVCP1800 llXfJU> 12XP11000 l?lCFJl200 IOXPIIIOO I0XF1800 IOXl'JIOOO I0XJIJlllXI TilfaNESS c>.,At::rrf' (ladlco) Aroo ""' lb '" Ry la I s. -Ma Xo J cw Ro 11a-2, 11a-.n n..-31 ,1a-41 11a-ll 11a-41 11D-l' n..-Zl Cla-lbol llal n..-.. ,11a-,1 11111 0.lllll 2319 0.M3 U9I 1.110 0.139 OMl 3.191 1.116' OASJ llllO -o.MI 1.una-os UIJI 2.A09 0.1171J 2.703 0,79d U67 l,IJJ 0,1-19 0.ffl 6;117 uu 0.'/96 41JJ6 -o.m l.J4IIE-03 1.!190 2376 . O.lllll J.JOO 0.974 12..2.13 JJ.16 G.ll9 o.◄9J 12.:z» :Z.4JI 0"74 7:sot8 -o.'196 I.MU!-03 ffll 3.46a 0.lllll ,.m 1.117 19.a 4.1'9 0.147 0.471 19.O 3.l3J 1.117 l'IOCD -0.lU I.J9W-03 7.AII 4..2.S6 0DJ<l6 U7I 0,671 J.71$ 1J7l 0.$79 0.9:9 3.71$ 1-ln o.571 319'74 -1006 7.1126-04 ◄.6$0 3.24' .ODJ<l6 2.662 0.714 1.409 l.117◄ 0.63◄ 0.9CO 7.409 I.JS? 0.714 ◄11>I -1.781 13111!-04 1.$66 lMP 0DJ<l6 ,~ 0.197 11.611 3.749 O.d76 0.161 11.611 :z.sn 0.197 dOlQ) -1.617 9..S19E-04 l4JXI 4.17S 0.lllll US2 G.l40 4.697 :Z.,6$ 0.714 o.m um 1.$06 O.l40 4'%91S -1.991 1.4232-03 S.712 3.226 0D7ll l.J36 0.912 9.134 ).060 0.1n o.m 9.234 2.J09 0.5112 6l7S -1.774 IMlE-03 10..$41 un OD7ll ).S:11 1.125 u:m J.740 0.S3J 0.861 u.m ,.1◄7 1.12, 177'19 -IA04 U0l!E-OS 17.270 4.1$9 0.lllll •.JOS 1.261 24,,1111 4.J9J O.S7l o.a,o 2, •• 4.0SI 1.266 1041.fl -1."66 U.cE-03 26.«n4 ,.w 0.1017 ◄.011 I.Ill Ul7 1.3◄9 0.5173 0.5!07 6..S27 2.1-76 IJIJ 64801 -l.9dl 4Jl711!--0, 7.731 U0I --0.1017 ,.w 1-'16 12.&C 3.DC9 1.067 0.571 12.IIZ 3.%21 1.316 ·.!~~ -1.74-t ◄.77W!-OS 14.342 3.620 .. , . . . . . 0.1017 J.391, I..S90 ~!O J.7ll 1.137 0.146 2UII0 ◄Am I..SOO 13!1~! -1-'7$ S.Alll!-CIJ 23..SS◄ 4.121 0.1017 6.oat 1.79> J◄.316 4.lU 1.191 a.au 34.316 S.719 1.793 17000 -1.4>1 6.lllE-03 ,,..,... 4.677 .. 0.0546 U◄I 0.74& ◄.]$7 l,IIJ 0.911 1.14J 4.29S 1.11, 0.741 )7119 -ur. 7.9911!-04 UJ2 3.74J ODJ<l6 2.02$ 0.861 1.419 3.139 l.oal 1.121 1.374 2.076 o.as4 ssnz -2.J63 9.1991!-04 U.J6l ◄.016 0DJ<l6 ,..soz UIJI IS.744 3.5IO'I IMI 1.%77 IS.J40 3.0211 I.DIS 711231 -:Z.,77 I.I0IE-03 JJ.191 •.an 0.11713 J.114 0.037 S.417 :Z.406 l.llS 1.131 's.•l7 I.J09 0.5137 41:10 -2.607 1..JIIIE-0, 10.6lS 3.726 OD7ll J.661 I.DID 10.591 ),131 1-'4I 1.11, I0..S91 UII I-Oto 71086 -!.J41 1.aJCII-OS II.Hf ,mo 0D7ll 4.)0◄ ·1.294 19.673 J.1119 2.086 1.270 19.%77 3.Jln t.l7◄ 9616) -:Z.,62 2.19:11!-03 .,..,,.. •.ass o.am 4.179 1.437 30.lZZ . ..,,, l.202 1.231 30.092 J.000 1.•ll 117'84 -un 1.4>4-0S 6'1.9&S S-'10 0.1017 •. ,oo 1.J2l 7..S60 l.J91 1.670 1.12, 7..s60 1.J20 l.lZ2 . 793'7 -2.$76 ,.ssa-m 14.A16 JMO 0.1017 S.111 I.SU 14.ICII J.IIS 1.a◄S t.100 14..ICII 3.701 1.$26 11'22,S -UII J.24CE-OJ 2J.9l0 •.IIJ6 .. 0.1011 6.217 1.&JI 27.ff.l >.812 l.112 IJJJ l7..SOI J..SIP I.all \SI~ -:z.sn 6.lllE-03 00.021 4..102 OJ0l7 6.904 UIJ◄ 414.W '-'"· 3.o◄> 1.n> 42.451 7.1176 ""' 191211 -uo 1.01:m-m 19.6.U U71 0.ll&f $.6$0 1.664 9.J93 2.376 2.1177 1.117 uo, ),131 1.66◄ 9)747 -:z.J76 9.U71!-03 II.Its 3.679 0,ll&S 6.lll t.021 "·'" J.101 2.297 U)f) 11.46' •.616 1.921 131111 -u11 1.om-cn 32.Sl7 ,..ou 0.ll&f 7.&Jl :-'06 >◄.Jal ).86& >.SH 1.249 ),I.Jal 6.902 1.306 199131 -UJI 1.26111!-0l 15.JQS ◄.719 .. 0.1211 1,70◄ 2.S6l .SJ.I'll ,..,.,, uoo 1.211 .13.173 U62 1.l6l lS6l60 -2.341 1.◄11£-cn IIU21 .l.l6,I .1. Effective properties are based oo all 18-gauge aod lighter steel studs. track, and joists ha viog a yield strength (Fy) of 33 ksi. All 16-gauge and heavier steel studs, track, and joists arc based on a yield strength of SO ksi. 2. The Effective section properties arc determined from the total effective widths of each element io ac.cordance with the 1991 U.B.C. Standard No. 27-9. 3. Effective !xx is based on Procedure I for deflection determination at the allowable moment (Ma). 8 0.571 0.MI °'" o.,n O.dl7 0.762 O.a» 0.610 0.164 0.&JI 0.903 0.61' 0.761 0.JS◄ 03CIJ G.J09 0.666 0.71. 0..SIO 0.667 0.719 o.aoo o..si, 0.610 o.m o.am G.J09 0.661 0.721 0.J02 11 WC IIIRISA Company Designer Job Number Model Name RA Medical (Global/ Model Settings Dis la Sectionsfor MemberCalcs i Max Internal Sections for Member Cales , Include Shear Deformation? I Increase Nailing Capacity for Wind? ,Merr,e Tolerance linl [P-Delta Analvsis Tolerance Include P-Delta for Walls? ;Automaticallv Iterate Stiffness for Walls? , Max Iterations for Wall Stiffness !Gravity Acceleration (ft/sec'2l 'Wall Mesh Size in Ei ensolution Conver ence Toi. 1.E- Dynamic Solver 5 97 Yes Yes 0.12 0.50% Yes Yes 3 32.2 12 4 . Accelerated Solver Mar 18, 2021 8:37 AM Checked By: __ Hot Rolled-St'e8i-COae ... ----· ---------------AISC 15th 360-16 : ASD Ad' ust Stiffness? , Yes Iterative Cold Formed Steel Code AISI S100-16: ASD Wood Code AWC NDS-18: ASD Wood Temperature , < 100F Concrete Code ! ACI 318-14 Masonry Code TMS 402-16: ASD Aluminum Code ! AA ADM1-10: ASD -Building Number of Shear Renions . -----------------------···-·· . ... 4 Reoion Snacinn Increment linl 4 Concrete Stress Block Rectanoular Use Cracked Sections? Yes Bad Framing Warnings? I unused Force Warnings? No Yes 'Min 1 Bar Diam. Spacing? No . Concrete Rebar Set REBAR SET ASTMA615 · Min % Steel for Column Max % Steel for Column Cold Formed Steel Properties 1 8 __ La_b!ll. _ _ ___ .. EJ~_siL. G.[~siJ N~ i 1 _ _A570Gr.33 ___ 29500_ 11346 _03 _ ;_2 , . A607C1 Gr.55 2£1 .. !iQ.Q :::_11345:_: ___ 0.3 Joint Coordinates and Temperatures 1 2 Label N1 N2 Xlttl 0 18 Member Primary Data 1 . L.<!.beL . I J_oinL 1 _J 1omLR<!IJ!leL. Se~_on/Shape Type , NIL NJ , .. N2 .. . . .... . ... !!00$300-97 Be1;1111, .Therm (/1E:5.fLOensjtyll</fl'3l ___ Yi<!lc![p§Jl Fu[psiJ 0.65 . _049 _ 33000__ 52000 0.65 .. 0.49 55000 ----70000 Ylftl 0 0 Design List_ CS Default . _T<!.mp[FJ 0 0 .. .Material ______ 01'.sign_fl". ,A607. CJ Gr.55 Typicc!I . RISA-2D Version 19.0.0 [C:\Users\William J. Correia\Documents\RISA\Model Files\21003joist.r2d] Page 1 IIIRISA Company Designer Job Number Model Name WC RA Medical Cold Formed Steel Design Parameters Mar 18, 2021 8:37 AM Checked By: __ Label Shape Length[,., Lb-ou.l[ftj .. Lb-in[ftJ Lcomp_to".· Lcomp bol[ftJ .L-torq .. K-out K-in Cb R a[ft]_ funct .. M1 800S300-.. 18 9 _g _ 9 9 Member Advanced Data -1 Label M1 I Release J R_elease __ I Qffsel[inJ _J Offs!!l[in]_ TIC Only Physical _Defl Rati.,. TOM Yes Joint Boundary Conditions Lateral ll')a_ctive Joint Lab.el N1 X[k/ioL Reaction Y[ll/inJ Reaction Rotation[k-fVrad] 2 N2 Reaction Reaction Member Distributed Loads (BLC 1 : ) _ M<miber Label M1 Direction Start Magnitude[lbltt,F,ksfl ___ Em!Magnitu.deUb/ft,F,ksf) .SJa_rt Locatio ... End Location .... Y · -21 . c21 0 0 lof;lc;::tiv"e Active . -1. Member Point Loads (BLC 1 : > _ Member Label Direction Magnitude!lb,k,inJ Location[ft,%] lnactiye 1 M1 Y -80 4 Active 2 M1 Y -80 8 Active 3 M1 Y -80 12 Active ~4~----M=1 ______ Y~ _________ -6~0~ ________ .'C16"--------'A"'ctive Basic Load Cases BLC Description 1 Load Combinations Category None X Gravity Y Gr-avity Joint Point 4 Distributed 1 De~cription ti So .. P ... $ .... BLC,Fac ... BLCFac .. BLCFac,.BLCFac .. JlLC_Fac,.,EILCfac ... B~C.Fac .. _BLCFac .. ,EILCFac.,BLCFac ... Yes Y . . 1 1 ' Node Reactions (By Combination) LC 1 .1 2 L .1 tJ } Node Lllbel N1 N2 Tp.tals: GQG(ftL Member Section Forces LC Me_mber Label 1_ 1 M1 2 I 3 ' . 4. I .I 5 ' Sec 1 ~ 3 4 5 X[lb] Q 0 0 __ X_:9.265 Axjal[!b] Shear[lbJ 0 _329 0 1 !34,5 Q -20 O_ .. -194.5 0 ,:3_49 Y [lb] 3,29. 349 _678 YO_ Momenl[k-in] 0 ,14. 73.4 -19.566 -14,494 0 RISA-2D Version 19.0.0 [C:\Users\William J. Correia\Documents\RISA\Model Files\21003joist.r2dJ MZ [k-inJ 0 0 Page 2 IIIRISA Company Designer Job Number Model Name WC RA Medical Member Section Deflections Strength (By Combination/ Mar 18, 2021 8:37 AM Checked By: __ LC Member Label _ Sec x [inJ y [inJ (n)Uy' Ratio_ 1 1 M1 1 0 0 NC 2 2 0 -0.177 1219 3 3 o _____ -~o~.2~4~9 ____ ___,,as~?'----- ------"4'----~------------=4 _____ 0 __________ -~0~.1c7,~7--~-~1=2~19~ 5 5 0 0 NC Member A/SI S100-16: ASD Cold Formed Steel Code Checks (By Combination/ _ .LC Member Shape 1 ! 1 M 1 , _800S300-97 UC Max 0247 Loc[fQShea ... Loc[ftJPn/O ... Tn/O.,. Mn/O .. .Vn ... Cb Eqn [8.063[0031: 18 1416 ... 4854 ... 079697;ii ... ·1_;1-11 ... RISA-2D Version 19.0.0 (C:\Users\William J. Correia\Documents\RISA\Model Filesl21003joist.r2d] Page 3 consulting 6 design • sltUCturol engll1ffts 4191 Pierson Drive Huntington Beach, CA 92649 714-785-7800 '1/J~ Lt,~ > l--\ ,-.:.. l 5" ' WA LL-.S A ft. CtPM ,,re. F7Mt~~ ~1" .SfltN 4-1 '5~, ALVM, LA)'1A£ !?."rv v'..S:, 7 f-.,,e_ s,+,s, £7-??; fo~ PAN'et-INFO, A"-10? J~ Z-tf-~,,z_.~ hP- N \ ~C;:. ~-rv P p~v f,:;!!,TI f:;.S ?H-e:.t.\1-lJ, 1t..1;.. J-r,>()e ~ w..,-~ c ?)L 4rts;,fa. t,,J r, W c--?,1 c::t f/l-;.11; z,,t, f't1L,,~)(~){,1r, t ~~ I 'l I ~ A -:-l, t I~ ~1~ 'l-tJ;,-o ~ ~CA."' (4cf f~ I -f, :;, , 'r'r'D P'S I ~~)vi )C ~ l S-0 1i ~ ~I )Z)q/1 ?0 -i..t:. e tfi~ f~ J JOB NO. z I 00..5 BY Wl.,. DATE ~/t,J SH{~ OF \1/ k-.. , zb ~ 1/, ~ 'I ~==-q, 4 -<7 I \. II -(, tt.P f.l;) (~,+) '1 )0 ~~, v,J, r1 ~ 1 t)ltJ ~-+-, 011 ~, 00 -O'(-, ~*e ~ ~ 11st. f1Vlf, rtr .,, ,Q k ... --~ . CLIENT: SUBJECT: SAMPLE ID: Clean Rooms Wast 1392IndustriaIDrive Tustin, CA 92780 Attn: Steve Alley Test Report No: RJ489& UIIWldleOlkA-uo R■nahD f"!!:11cem np. CA t1no 9094AOUOpl,. I 9094Aaat.._ Date: April 22, 2016 Transverse Load Test on Three 4" HoOow Wall Panels with D Ute 8mm Skins "4" Hollow Wall Panels with D Lite &nm Skins on each side wall pene/s measuring 4' x 12' weighing 160 lbs" SAMPLING DETAIL: Test samples were submitted to the laboratory directly by the client. No spacial sampling conditions or sample preparation -observed by QAI. DATE OF RECEIPT: Samples were received at QAI on Mey 21, 2013. TESTING PERIOD: April 21, 2016. AUTHORIZATION: QAI Proposal No.18MB04191, dated April 19, 2016. Signed by Steve Alley, President of Clean Rooms Wast. TEST PROCEDURE: Testing was conducted in accordance with Section 11 of ASTM E72-10, Standard Test Methods of Conducting Stl8ngttl Tests of Panela for Bulldlng Construclion. Additional test procedures and methods are provided on page 2 of this report. TEST RESULTS: Test results are provided on pages 2 through 5 of this report. Prepared By Chris Taylor Physical Testing Page 1 of9 D Malrl Laboratory Supervisor nos R6P0RT II TKECONFtDIN1W.PROPERTY OF TKi eU&NT ACICRESIED. nm A8PORT MAY ONLY Bl Rl!PRODUCIO IN Pl.AL PUIUCATIDNOF Exnu.cTS FAOM THIS Rl!PORT IS NOT PIIRIIITTIDWITHOUTWRITTENAPPROVAL PROMQAL Nit UAIIUTY AffACHID THIRETO■ UllllEDTOTHI PB CtWIGED FOR THE INDMDUAL PR0JICY FU REfl!RENCEO. nc! flEIIA.Y■OF Ttal RBPORT PIRYMMCNI.YYOTHE8PECIPIC8MIPU!CIJ l!VAWAT&D. WWW.QAI.ORG /nfo@qal.org II - TRANSVERSE bQAQ JEST PER ASJM E72 Iaat Procedure z.100~ Iii Clean Rooms West Report No.: RJ4695 April 22, 2016 Page2of9 Three fuD.alze panels were Individually placed horizontally on test chamber • outlined in the Section 11 of ASTM E72 Standard. The testing span of the panels W8l'8 140". Dial Indicators -located midspan, at each edge of the panel. After initial deflection readings were recorded, test loads were applied to the test specimen in 5 psf inc:ramenls to failure. At each Increment, deflectlon m-urements were recorded upon lnltlal application of the load and after 5 minutes. After the measurements were recorded, the load was releaed and Initial set readings recorded. Set readings were again recorded after a 5 minute period. A photograph of the test set-up is provided in the appendix of this report. IMtRaaultB Appllad Net Deflection of Panel Upon Initial Application of Load (In) Load (lbs) Panel No.1 Panel No.2 Panel No.3 0 0 0 0 5 0.29 0.27 0.24 10 0.57 0.46 0.47 15 0.75 0.71 0.71 20 0.96 0.90 0.90 25 1.16 1.12 1.13 30 1.42 1.32 1.36 40 1.63 1.84 1.86 Appllad Net Deflection of Panel After 6 Minutes Under Load (In) Load (lbs) Panel No.1 Panel No.2 PanelNo.3 0 0 0 0 5 0.28 0.25 0.28 10 0.54 0.50 0.53 15 0.79 0.76 0.77 20 1.00 1.01 1.01 25 1.28 1.24 1.24 30 1.50 1.48 1.52 40 1.92 1.89 1.94 THIIREPORT ■ THI! C0NF1DEN1W. PAOPERT¥ OFTHICUINT ADDRESSED. TH&R&PQAT MAY OHl.Y B& RIPRODUCED IN PULL PUIIUCA110N 0F EXTRACTS PROM TtlS REPORTl5 NOT PIRIIITTID'MTH0U'I' YtRITTIN JillfWNN.. FROM QAI. NW UABIUTV AffACHID THl!IIITO 18 UIIITEO TO THI FIi! OWIGED FOR TM& UCIM0UAL PR0JBCT l'1L& RIPllA6NCED. ntll 11&8ULTSCF THISR&PORT PIATADIOHLV TO TH&IP&CIAC SAMPLlfS)IVAWAT&D. WWW.QAI.ORG /nfo@qal.o,g QAI I H .. TRANSVERSE LOAD JEST PER ASJM E72 (CONTI IMJ Raayltf fCon,1 Applied Net Initial Panel Set (In) Load (lbs) Panel No.1 Panel No.2 0 0 0 5 0.02 0.03 10 0.06 0.05 15 0.09 0.07 20 0.12 0.11 25 0.12 0.13 30 0.32 0.09 40 0.19 Applied Load (Iba) Net Panel Set After 5 Minutes (In) Panel No.1 Panel No.2 0 0 0 5 0.01 0.01 10 0.03 0.02 15 0.05 0.03 20 0.07 0.04 25 0.06 0.05 30 0.10 0.08 40 0.11 -t-100,? ,-, Clean Rooms West Report No.: RJ4695 April 22, 2016 Page3of9 Panel No.3 0 0.03 0.05 0.06 0.05 0.06 0.14 0.18 Panel No.3 0 0.01 0.02 0.03 0.03 0.04 0.07 0.10 The results of tha transverae load tests are shown graphically on pages 4 though 7 of this report. Jaat Qbseryations Panel Mode of Failure No. 1 The panel became un-adhered to the frame and the frame began to buckle at mld-snan under a test load of 111.8 rm. 2 The panel became un-adhered to the frame and the frame began to buckle at mld-snan under a test load of 110.2 nRI'. 3 The panel became un-edhered to the frame and the frame began to buckle at mid-s""" under a test load of 116 ...t. The average ultlmate load of the three panels -112.8 paf. The maximum deviation from the average of the three tests w• 3%. naa Rl!PORT. THBC0Nflll:ElfflAL PROPERTY OF THE CUl!NT MICJRISIID. THIR&PORTIIAVONLY IE REPRODUCED IN FULL.. PU8UCA110N 0, axnw:TS FROII THIS RIPORT II NOT Pl'-J: i&D"1THOUTWRIITINAPPROVALPROIICW. Nff UAIWTY AffAOIIDTKIRITOII UIUTEOTO THI PU QWIGEC, FOR THIINOMDLW. PROJECT ,u RUl!RSNCICli. lttl!RIIUL.TSOFTIGIRIPORTPIRTAINONI.YTOTH&IPICIPICBAMPU(8)BVM.UAT&D. WWW.QAI.ORG /nfo@qal.Offl II UIII IWWW 45 40 35 30 c::-E. -25 ! a. a. < 20 ] 15 10 5 0 0 0.2 Nat Daflectlon of Panel UPPO lnltlal AppllcatlPD pf Load 0.4 0.6 0.8 Initial Load I Deflection (in) 1.2 1.4 1.6 1.8 "l,I Ol?7 /i3 Clean Rooms West. Report No.: RJ4895 April 22, 201 S Page4of9 --Testl --test2 --o-Test3 2 JHII REPORT IS THl!CONFIDINTW. PROPERTY OP THE CUENT ~SIED THE REPORT UA't ONLY BE REPRCXU:&DDt RAL PUBUCATIONOF EXTRACTS FROM THl8 REPCRTIS NO\ PiRUi iibwffllOUl'VRrTEN APPROVAL FROIIGAL Atff UA8ASTY ATTACHIDTtl!A&TO ti LIMITED TO THE FEECHARCIED FDR TH& ltDVIDUM. PROJECT PR.E REfERENCED. THIRUULTSCIFTKISRIIPORTPERTMNOHLYTOTHE.SPECIFICMUPUCl)l!VAWATED, WWW.QAI.ORG info@qai.o,g II :er■ 45 40 35 30 C' l!I. -25 ] I 20 < 15 10 5 0 0 0.5 Net Deflection of Panef afters Minutes under Load Under Load After 5 Min I 1.5 2 Deflection (in) Net PM Set anar 1nm,1 Reign • of Load 'tlOOj I 1 Clean Rooms West Report No.: RJ4895 April 22, 2016 Page5of9 --Testl ---Test2 -o-Test3 2.5 A graph for the lnlllal release is not shown due to outlayers in data causing deflecticm variance. THISAEPORT ■ THE C0N'1tlENTIAL PA0PIRTY OP THE CUINT ADDRISl!O THE.REPORT MAY ONLY BE REPR00UCED IN FULL. l'UIUCATION 0, EXTRACTSPROII naa Rl!PORT IS NOl'PLWIIEDMTHCUTWIIFTINAPPAOVALPJICIIGAI.NffUA&llJlYAffAOC&DTHERET0ISWUTEDTOTHEFEEQtARGEDPCRTHl!INDMD.MLPROJaCTPa.ehEFSO:Cl!D, Ttm.RE8ULT8 OFnalREPOAT PERTAIN ONlV TO THE SPEOAC 8AUPLl(I) EVALUATED. WWW.QAI.ORG /nlo@qal.otr, ORI u a 45 40 35 30 ii' ~25 .., !I '2 'a 20 a. C 15 10 5 0 0 0.02 0.04 Net Panel Sat after§ Minutes Set After 5 Min 0.06 Deflection (inl 0.08 0.1 Clean Rooms West Report No.: RJ4895 April 22, 2016 Page6of9 0.12 --Test2 ~Test! --o-Test3 THIS REPORT IS THE C0HPIDllfflAL PROPIRiY OF THE c:u&NT ADDAISSID THE REPORT MAY ONLY BE REPRODUCED &N FULL PUIUCATION OF EXTRACTS PROM THII REPORT ■ NOTPERMIT1EDNIHOUT'MITTENAPPROVAI..FR0MCW.Nffl.lABILffYATTACH&DTHERETOIBUID1'EDTOTH&FE&CHMOEDF0RTH&INDMDUALPROJBCTFILBREPl!RENCED. THIAEIULTSOFTHISRIPORTPERTMNONLYTOTHESPECIPICSAMPI.E(B)EVALUATED. WWW.QAI.ORG info@qai.Olfl QAI APPENDIX Photograph No. 1 Transverse Load Test Assembly Clean Rooms West Report No.: RJ4695 April 22, 2016 Page 7 of 9 THIS REPORT IS THE CONFIOEI-ITIAL PROPERTY OF THE CU ENT AOORESSED. THE REPORT MAY ONLY BE REPRODUCED IN FULL. PUBLICATION OF EXTRACTS FROM THIS REPORT IS NOT PERMITTfO IMTHOUT WRITTEN APPROVAL FROM OAI. Afl'f LIABILITY ATTACHED THERETO IS LIMITED TO THE FEE 01ARGEO FOR THE INOIIIIDUAL PROJECT FILE REFERENCED THE RESULTS OF THIS REPORT PERTAIN ONLY TO THE SPECIFIC SAMPI.E(S) EVALUATED. WWW.QAI.ORG info@qai.org ORI APPENDIX Typical Mode of failure: The panel skin pulled from the frame and frame began to buckle Clean Rooms West Report No.: RJ4695 April 22, 2016 Page 8 of 9 THlS REPORT IS THE CONFIDENTIAl PROPERTY OF THE CLIENT ADDRESSED. THE REPORT MAY ONLY BE REPRODUCED IN FULL. PUBllCA TION OF EXTRACTS FROM THlS REPORT IS NOT PERMITTED WITHOUT WRITTEN APPROVAL FROM CAI. Al'('( LIABILITY ATTACtt'ED THERETO IS LIMITED TO THE FEE CHARGED FOR THE INDIVIDUAL PROJECT FILE REFERENCED THE RESULTS OF THIS REPORT PERTAIN ONlY TO THE SPECIFIC SAMPLE(S) EVALUATED. WWW.OAI.ORG info@qai.org ORI APPENDIX Cont. Photograph No. 3 Panel Under Load ****End of Report*"** Clean Rooms West Report No.: RJ4695 April 22, 2016 Page 9 of 9 THIS REPORT IS THE CONFIDENTIAL PROPERTY OF THE CLIENT AOORESSEO. 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Carbon Steel ESR-4266 121112020 I 121112021 Design Method ACI 318-14 / Mech eb = 0.000 in. (no stand-off); t = 0.118 in. Page: Specifier: E-Mail: Date: willie correia ?, correiacd@verizon.net 3/23/2021 Anchor plateR : 1. x ly x t = 24.000 in. x 4.000 in. x 0.1 18 in.; (Recommended plate thickness: not calculated) Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D, E, or F) Round bars (AISC), 1 /16; (L x W x T) = 0.062 in. x 0.062 in. cracked concrete, 3000, fc' = 3,000 psi; h = 4.000 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) R -The anchor calculation Is based on a rigid anchor plate assumption. Geometry [In.] & Loading [lb, In.lb] l I '.\ ·. ' X ·~ --·~. 1-. ·~. • y Input data and res.JIii must be checked for conlonnlty wllh lhe existing conditions and for plausibllltyl PROFIS Engineering ( c) 2003-2021 Hlltl AG, FL-9-49' Schaen HIIU Is a regiSlered Tredemar1< of HIIII AG, Schaan • • ,:11s., Hilti PROFIS Engineering 3.0.68 www.hlltl.com Company: Address: Phone I Fax: Design: Fastening point: 1.1 Design results Case Correia Consulting & Design 4191 Pierson Dr 714-785-7800 I Concrele. Mar 23, 2021 Description Combination 1 Page: Specifier: E-Mail: Dale: Forces [lb]/ Momenls [in.lb] N = 708; V, = 0; v, = 0; M~ = O; My= O; Mz = O; Input data and reSUl\s must be chedted for C0f'lformity With ltle Hsl!ng condrlions and for plausibilil)'! PROFIS Engineefing ( c} 2003-2021 Hiltl AG, FL-9494 Schaen Hilti ia a registered Trademark of Hilll AG, Sctiaan Seismic yes 2 willie correia correiacd@verizon.net 3/23/2021 Max. Util. Anchor[%] 81 2 i = 11 S • • ----------------------Hilti PROFIS Engineering 3.0.68 www.hlltl.com Company: Address: Phone I Fax: Design: Fastening point: Correia Consulting & Design 4191 Pierson Dr 714-785-7800 I Concrete -Mar 23, 2021 2 Proof I Utilization (Governing Cases) Loading Tension Shear Loading Proof Concrete Breakout Failure Combined tension and shear loads 3 Warnings Please consider all details and hints/warnings given in the detailed report! Page: Specifier: E-Mail: Date: Design values [lb] Load Capacity 828 1,030 Fastening meets the design criteria! Input data and results must be chedi:ed for conlomllty with the existing conditions and for plausiblli~! PROF IS Engineering ( c) 2003-2021 Hilli AG, FL-9494 Schaen HIIII is a regis1ered Trademark of HUtl AG, Schaan Utilization 81 / - -I - Utilization PN,V r/4) 3 willie correia correiacd@verizon.net 3/23/2021 Status OK N/A Status NIA 3 OFFICE USE ONLY SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE RECORD ID# __________________ I PLAN CHECK# _________________ I Business Name Ra Medical Systems Project Address (include suite) 2070 Las Palmas Mailing Address (include suite) 2070 Las Palmas Project Contact Bill Schmidt Business Contact Bill Schmidt Ctty Poway City State CA State Telephone# 442-244-4670 Zip Code 92010 Zip Code Carlsbad CA 92010 Applicant E-mail Telephone# Bschmidt@ramed.com 442-244-4670 BP DATE APN# Plan Fite# The following questions represent the faclllty's activities, NOT the specific project description. P : P T-: P ICA : not ul r ro w I .D.ltil.2}: Indicate by cir ing the item, whether your business will use, process, or store any o the following hazardous materials. I any o applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Faclllty's Square Footage (including proposed project): 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards 3. Flammable/Combustible Liquids 7. Pyrophorlcs 11. Highly Toxic or Toxic Materials 15. None of These. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEPAR1111ENT OF ENVIRONMENTAL HEAL TH -HAZARDOUS MATERIALS DIVISION HMO : If the answer to any of the ques ons s yes, app cant mus conta e oun o an 1ego aza ous a ena s IvIsIon, ve an venue, uIte an 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: May 2021 1. 2. 3. 4. 5. 6. 7. 8. YES NO (for new construction or remodeling projects) . ~ l ls your business listed on the reverse side of this fonn? (check all that apply). • Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? ! I 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 gallons? (California's Aboveground Petroleum Storage Act). 0 CalARP Exempt I Date Initials 0 CalARP Required I Date Initials 0 CalARP Complete il'Ui/21 / Date Initials PART Ill: SAN QU~GO COU~TY AIR POLLUTION COfcT!iOL Ql§JRICT (APCD}: The following questions are intended to identify the majority of air pollution issues at the planning stage.OUr proJect may require a dlt1onal measures not Identified by these questions. Some residential projects may be exempt from APCD requirements. If yes is ansv.iered for either questions 1, 2 or 5 or for more comprehensive requirements, please contact APCD at apcdcomp@sdcounty.ca.gov; (858) 586-2650; or 10124 Old Grove Road, San Diego, CA 92131. 1. 2. 3. 4. 5. 6. YES NO § ffl □ □ □ 1.3 1.3 □ Will the project disturb 100 square feet or more of existing building materials? Will any load supporting structural members be removed? (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been perfonned by an individual that has passed an EPA-approved building inspector course? (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Based on the survey results, will the project disturb any asbestos containing material? If yes, a notification may be required at least 10 working days prior to commencing asbestos removal. Additionally, a notification may be required prior to the removal of a load supporting structural member(s) regardless of the presence of asbestos. Will the project or associated construction equipment emit air contaminants? See the reverse side of this form for typical equipment requiring an APCD pennlt. If yes, contact APCD prior to the issuance of a building permit. (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: Briefly describe proposed project: Medical Device Manufacturer Clean Room Extension I declare under penalty of perjury that to the best of my knowledge and belief t e responses made herein are true and correct. BIii Schmdt / ;J:l / ~1 Name of Owner or Authorized Agent Signature of Owner or Authorized Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: _______________________________ _ BY· DATE· I I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO* APCO COUNTY-HMO APCO COUNTY-HMD APCD .. . A stamp m this box only exempts businesses from completing or updating a Hazardous Matenals Business Plan. Other pennIttmg requirements may still apply HM-9171 (9/18) County of San Diego -DEH -Hazardous Materials Division C cicyof 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 specified 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 ..111 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. ..111 Details on CAP ordinance requirements are available on the city's website . ..111 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. •,-~ -r•• -••--• • • • ~ ' • ~ • < ~ ' ' . . . . ... ' ,. . Project Name/Building Permit No.: RA Medical Systems BPNo.:Cfx;'2(J2/-O/ /7 Property Address/APN: 2070 Las Palmas Dr., Carlsbad, CA 92011 Applicant Name/Co.: Sunny Richins/ Align Architecture ApplicantAddress: 1031 E. Grand Blvd., Corona, CA 92879 Contact Phone: 714-307-3199 Contact Email: sunny @alignarc.com Contact information of person completing this checklist (if different than above): Name: Company name/address: Contact Phone: Contact Email: C) 11 / · 3130121 Applicant Signature:_ ~~ ______ Date: _______ _ 9.50 Page 1 of6 Revised 06/18 City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to detennine 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 Pennit Valuation (BPV) from worksheet: $_ao_,o_o_o ___ _ D Residential □ New construction □ Additions and alterations: □ BPV < $60,000 □ BPV :.!: $60,000 □ Electrical service panel upgrade only □ BPV :.!: $200,000 [!] Nonresidential □ New construction A high-rise residential building is 4 or more stories, including a Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor area is residential use 2A, 3A, 1B, 2B, 4A 3B, 4A NIA NIA All residential additions and alterations 1A,4A 4A 1-2 family dwellings and townhouses with attached garages only *Multi-family dwellings only where interior finishes are removed 1A, 4A* 1B, 4A* and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed 1 B, 2B, 3B, 4B and 5 C!J Alterations: BPV < $200,000 and scope <1,000 SF □ BPV :.!: $200,000 or additions:.!: 1,000 1B, 5 square feet □ BPV :.!: $1 ,000,000 1B, 2B, 5 Building alterations of:.!: 75% existing gross floor area □ :.!: 2,000 sq. ft. new roof addition 2B,5 1 B also applies if BPV :.!: $200,000 Checldlatln ChedtllllllP ... IMlrll, ... ldllll!ktllltllld_.....leml,nlpa,tde---ClbManlnldocianlllananec1111~. 1. Energy Efficiency Please refer to Carlsbad Municipal Code (CMC) sections 18.21. 155 and 18.30.190, and the California Green Building Standards Code (CALGreen) for more information vJien C01l1)1eting !tis section. A. D Residential addition or alteration l!: $60,000 building pennit valuation. See CMC section 18.30.190. Year Built Single-family Requirements □ Before 1978 Select one: □ Duct sealing D Attic insuation D Cool roof □ 1978 and later Select one: □ Lighting package D Water heating Package D Between 1978 and 1991 D 1992 and later D NIA ________ _ □ Exception: Horne energy score ~ 7 (attach certification) Multi.family Requirements □ Attic insulation Select one: D Duct sealing o Attic insuation D Cool roof Select one: D Lighting package □ Water heating package B. D Nonresidentiar new construction or alterations l!: $200,000 building permit valuation, or additions l!: 1,000 square feet 8 NIA Updated 8/15/2019 2 City of Carlsbad Climate Action Plan Consistency Checklist See CMC 18.21.155 and CALGreen Appendix A5, Division A5.2-Energy Efficiency. AS.203.1.1 Choose one: □ .1 Outdoor ~ghting □ .2 Warehouse dock seal doors D .3 RestalJ'anl seMce water heating {comply 'M1h California Energy Code section 140.5, as amended) □ NIA ________ _ D .4 Dayiight design PAFs □ .5 Exhaust air heat rec.<:Nery AS.203.1.2.1 Choose one as applicable: D .95 Energy budget D .90 Energy budget □NIA AS.211.1 .. D On-sne renewable energy D NIA AS.211.3 .. D Green power (rf offered by local utility provider, 50% minrrum renewable sources) D NIA AS.212.1 D Elevators and escalators D NIA AS.213.1 D Steel frarnng D NIA • Includes holelshnotels and tigh-rise residential buiklings ** For alterations ~ $1,000,000 BP\/ and affecting > 75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply Yt1lh CMC 18.30.130 ilstead. 2. Photovoltaic Systems A. D Residential new construction (for low-rise residential building pennit applications submitted after 1H/20). 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(B) (high-rise residential) or 18.30.170(B) (low-rise residential), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID {use additional CFA #d.u. CaWatedkW:lc* sheets if necessary) Total System Size: kW:lc = {CFkJ..572) / 1,000 + {1.15 x#d.u.) *Fonrula calruation ""1ere CF A= conditional floor area, #du = number of dY.elings per plan type If proposed system size is less than calruated size, please explain. Exception □ □ □ □ kW:lc B. D Nonresidential new construction or alterations ~1,000,000 BPV and affecting c?75% existing floor area, or addition that increases roof area by c?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 hotelhnotel buildings. Choose one of the following methods: □ Gross Floor Area (GFA) Method GFA: □If< 10,000s.f. Enter: 5 k\l\ldc Min. System Size: Olf.!: 10,000s.f. calculate: 15 k\l\ldc x (GFA/10,000) ** kV\kfo **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. D 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 D Exception: D For systems serving multiple dwelling units, install a central water-heating system with all of the following: D Gas or propane water heating system D Recirculation system per CMC 18.30.150(8) (high-rise residential, hotel/motel) or CMC 18.30.170(8) (low- rise residential) D Solar water heating system that is either: □ .20 solar savings fraction □ .15 solar savings fraction, plus drain water heat recovery D Exception: B. [!] Nonresidential new construction Please refer to Cartsbad Ordinance CMC section 18.30.150 when completing this section. D Water heating system derives at least 40% of its energy from one of the following (attach documentation): □ Solar-thermal D Photovoltaics D 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: No changes to plumbing In scope of work. Updated 8/15/2019 4 City of Carlsbad Climate Action Plan Consistency Checklist 4. Electric Vehicle Charging A D Residential New construction and major alterations* Please refer to Carisbad Ordinance CMC section 18.21.140 when com letin this section. One and two-family residential dwelling or townhouse with attached garage: D One EVSE Ready parking space required D Exception : □Multi-family residential· D Exception · Total Parking Spaces EVSESoaces Proposed Capable I Readv I I I Calwations: Total EVSE spaces = .10 x Total parking (rounded up to nearest wiole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest Yhlle m.mber) EVSE other= Total EVSE spaces -EVSE lnstaled (EVSE other may be "Capable," "Ready" or "lnstalled.j Installed I Total I •Major alterations are: (1) for one and tv.o-famiy dwelings and tov.mouses wth attached garages, alterations have a bui<ling permit valuation ~ $60,000 or include an electrk.al service panel upgrade; (2) for mutifamly dwelings (three Lllits or more v.ithout attached garages), alterations haYe a building permt valuation ~ $200,000, interior finishes are removed and significant site work and l4'9f'ades to structural and mechancal, electrical, and/or pluni>ing systems are proposed. B. [!I Nonresidential new construction (Includes hotels/motels) [!I Exception · Not adding any parking Total Parking Spaces EVSE Spaces P,~.., Capable I Ready I Installed I Total I I I Calculation· Refer to the table below: TotalNumberofParkingSoacesorovided Number of real.ired EV Soaces Nllllber of reQuired EVSE lnstaled Soaces □ ~9 1 1 □ 1~25 2 1 □ 26-50 4 2 □ 51-75 6 3 □ 76-100 9 5 101-150 12 6 151-200 17 9 201 andzy,w 10 percent of total 50 percent of Real.ired EV Soaces Updated 8/15/2019 5 City of Carlsbad Climate Action Plan Consistency Checklist 5. 0 Transportation Demand Management (TOM): Nonresidential ONLY kl approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employeei)el18rated ADT. City staff v.;11 use the table below based on your submtted plans to determine vJlether or nor your permit reqLires a TOM plan. If TOM is applicable to your pemit, staff v.;1 contact the applicant to develop a site-specific TOM plan based on the permit deta~s. Acknov.4edgment: Office (all)2 20 Restaurant 11 Retaib 8 Industrial 4 Manufacturing 4 Warehousin 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, t()lhEdition 13 11 4.5 3.5 3 1 2 For all office uses, use SANDAG rate of 20 ADT/1,000 sf to calculate employee ADT 3 Retail uses include shopping center, variety store, supermar1<et, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration Sample calculations: Office: 20,450 sf 1. 20,450 sf/ 1000 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 acknov.4edge that the plans submtted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted shoud my perrllt require a TOM J • • • · • ·• • >proved TOM plan is a condition of permit issuance. ApplicantSignature:_ ~~ ______ _ Date: __ 3_/3_0_/2_1 __ _ Person other than Applicant to be contacted for TOM compliance (ff applicable): Name(Printed): _________________ _ Phone Number: ____ _ Email Address: _________________ _ Updated 8/15/2019 6 ~ □ □ B □ □ B Date: 3/15/21 ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 6200 Avenlda Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@enclnaJpa.com Business Name: Ra Medical Systems streetAddress: 2070 Las Palmas Email Address: Bschmidt@ramed.com PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) !✓I Check all below that are present at your facility: Acid Cleaning B Food Processing B Metal Powders Forming Assembly Glass Manufacturing Nutritional SupplementMtamin Automotive Repair 0 Industrial Laundry [!] Manufacturing Battery Manufacturing O Ink Manufacturing O Painting/Finishing Biofuel Manufacturing B Laboratory B Paint Manufacturing Biotech Laboratory Machining/Milling Personal Care Products Bulk Chemical Storage 0 Membrane manufacturing 0 Manufacturing Car Wash O (i.e. waterfilter membranes) O Pesticide Manufacturing/ Packaging Chemical Manufacturing B Metal Casting/Forming B Pharmaceutical Manufacturing Chemical Purification Metal Fabrication (including precursors) 0 Dental Offices O Metal Finishing 0 Porcelain Enameling 0 Dental Schools B Electroplating B Power Generation D Dental Clinics Electroless Plating Print Shop 0 Dry Cleaning □Anodizing 0 Research and Development 0 Electrical Component 0 Coating (i.e. phosphatlng) 0 Rubber Manufacturing [!] Manufacturing 0 Chemical Etching/Milling 0 Semiconductor Manufacturing □ Fertilizer Manufacturing O Printed Circuit Board D Soap/Detergent Manufacturing □ Film/ X-ra y Processing O Manufacturing D Waste Treatment/Storage New Business? YesONoE] SIC Code(s) if known: ______ Date operation began/will begin: May 2021 Tenant Improvement? Yes E)NoO If yes, briefly describe improvement: _C_l_e_a_n_R_o_o_m_A_d_d_i_li_o_n _________ _ Description of operations generating wastewater (discharged to sewer, hauled or evaporated): _________ _ None Estimated volume of industrial wastewater to be discharged (gal/ day) : _N_o_n_e _________________ _ List hazardous wastes generated (type/volume):_N_o_n_e _____ ~-------------------- Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? YesODate: _____ Nol!] Page 1 of 2 ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 6200 Avenlda Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@enclnaJpa.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. □ Automobile Detailer s □ Hotels/ Motels (no laundry) □ Barber/Beauty Shops □ Laundromats □ Business/Sales Offices □ Libraries □ Cleaning Services □ Medical Offices (no x-ray developing) □ Carpet/Upholstery □ Mortuaries □ Childcare Facilities □ Museums □ Churches □ Nail Salons □ Community Centers □ Nursing Homes □ Consulting Services □ Office Buildings (no process flow) □ Contractors □ Optical Services □ Counseling Services □ Pest Control Services (no pesticide repackaging for sale) □ Educational Services (no auto repair/film developing) □ Pet Boarding/Grooming Facilities □ Financial Institutions/Services □ Postal Services (no car wash/auto repair) □ Fitness Centers □ Public Storage Facilities □ Gas Stations (no car wash/auto repair) □ Restaurants/Bars □ Grocery Stores (no film developing) □ RetailM/holesale Stores (no auto repair/film □ Residential based Businesses developing) □ Theaters (Movie/Live) CERTIFICATION STATEMENT I certify that the information above is true and correct lo the best qfmy knowledge. Dlgltaly signed by BIii Bill Schmidt ~::"°'"08"" Signature: -oroo· Print Name Bill Schmidt 3/15/21 Date: ____ _ FacilityContact Bill Schmidt Title, Director of Facilties ENCINA WASTEWATER AUTHORITY 6200AVENIDA ENCINAS, CARLSBAD, CA Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com Page 2 of 2