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HomeMy WebLinkAbout2548 CAMPBELL PL; ; CBC2021-0202; PermitPERMIT REPORT (City of Carlsbad Commercial Permit Print Date: 01/10/2022 Job Address: 2548 CAMPBELL PL, CARLSBAD, CA 92009-1700 Permit Type: BLDG-Commercial Work Class: Parcel#: 2132611700 Track#: Valuation: $17,441.25 Lot#: Occupancy Group: Project#: #of Dwelling Units: Plan#: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: Project Title: Description: VIASAT: 375 SF T.I. (NO CHANGE IN USE) Applicant: SMITH CONSULTING ARCHITECTS DANA TSUI 13280 EVENING CREEK DR 5, # SUITE 125 SAN DIEGO, CA 92128 (858) 793-4777 FEE BUILDING PERMIT FEE ($2000+) Property Owner: SIR CAMPBELL PLACE INC 255 WASHINGTON ST, # 300 NEWTON, MA 02458 SB1473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -COMMERCIAL (SMIP) BUILDING PLAN CHECK FEE (BLDG) MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL Tenant Improvement Permit No: CBC2021-0202 Status: Closed -Fina led Applied: 06/09/2021 Issued: 07/28/2021 Fina led Close Out: 01/10/2022 Inspector: Final Inspection: TKers 12/28/2021 Contractor: PCG CONSTRUCTION INC WHICH WILL DO BUSINESS IN CALIFORNIA AS PACIFIC CONSTRUCTION GROUP 2600 N 44TH ST, # STE 212 PHOENIX, AZ 85008-1521-MARICOPA (602) 840-7600 AMOUNT $185.92 $1.00 $4.88 $130.14 $39.00 $41.00 Total Fees: $401.94 Total Payments To Date: $401.94 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov {cicyof Carlsbad Job Address 2548 Campbell Place (Building N4) COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check(f'--(S)I'}:)) 1-()JOd Est. Value tJ It , Lit.j/;)5 j PC Deposit Date (o /q bi ' Suite:, ____ APN: 213-260-01 Tenant Name:_v_;a_sa_t _____________ _ Lot#: Year Built: .;.20;;;06::...... ___ Occupancy:.;.• ___ _ Ill B C::ID C::ID Construction Type,;.;•~-=---Fire Sprinklers: yes no 'A/C: yes no BRIEF DESCRIPTION OF WORK: Renovation of 375 sf including associated mechanical and electrical work. D Additlon/New:. __________ New SF and Use, __________ New SF and Use, ___ Deck SF, Patio Cover SF (not including flatwork) [!] Tenant lmprovement:_37_5 ____ SF, Existing Use._0_ffioe _____ Proposed Use office/ computer lab _____ SF, Existing Use Proposed Use _____ _ D Pool/Spa:. _____ SF Additional Gas or Electrical Features? ___________ _ nn DD DD D Solar:. ___ KW,, ___ Modules, Mounted, Tilt: Yes/ No, RMA: Yes/ No, Panel Upgrade: Yes/ No D Plumbing/Mechanical/Electrical Only: ________________________ _ O Other: This permit Is to be Issued In the name of the Property Owner as Owner-Builder, licensed contractor or Authorized Agent of the owner or contractor. The person listed as the Applicant below will be the main point of contact throughout the permit process. PROPERTY OWNER APPLICANT O PROPERTY OWNERS AUTHORIZED AGENT APPLICANT D Name: The RMA Group Address:3655 Nobel Drive Suite 120 City: Carlsbad Phone: 858-427-3600 Email: danat@sca-sd.com State:._c_A _ _.Zlp: 92122 DESIGN PROFESSIONAL APPLICANT Ii) Name: Dana Tsui-SCA Architecture Address: 13280 Evening Creek Dr Ste 125 City: San Diego State: CA Zip:._9_21_2_8 __ Phone: 858-73-4777 Email: danat@sca-sd.com Architect State License: _c_1_17_01 _______ _ Name: Dana Taul-SCA Archltec:ture Address: 13280 Evening Creek Or Ste 125 City: Carlsbad State:,_c_A __ Zip: 9212s Phone: sss-793-4m Email: danat@sca-sd.com CONTRACTOR BUSINESS APPLICANT 0 Name: t>_Cfl1™ U(,t~Q'{J l!)C · Address:iGorSi,\] I.I -1-b.. :Si iii3aioerli&, A1 mrr City: QbOCD,x State: f\t Zip: e:sooca Phone: 1..\Q~ -Ll1 \ -:i.\0..1,. Email: C hf1St uf fr,6,il 1-fuw ($\: · Ulffi State License: lj)L-1 llplp 7_ Bus. License:. _____ _ 1635 Faraday Ave Carlsbad, CA 92008 B-2 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov Page 1 of 2 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 of Chapter 9 (commencing with Section 7000} of Division 3 of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the following declarations: ■ 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. Policy No. ________________________ _ -,(]' 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: ~E .. ] ... e_t!,'-P,.£-:\...,,fl,----,,----------- Pollcy No. 7(bqrYl001."J'?;, Expiration Date: 12i<l7:ekk---::' ' 0 Certificate of Exemption: I certify that In the performance of the work for which this permit is Issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of Callfomla. WARNING: Failure to secure workers compensation coverage ls unlawful and shall subject an employer to crlmlnal penaltles and dvll fines up to $100,000.00, In addition the to the cost of compensation, damages as provided for In Section 3706 of the Labor Code, Interest and attorney's fees. 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: ____________________ Lender's Address: ____________________ _ CONTRACTOR PRINT: PCG Construction C\-.e,\\~ w._ms:':t PTION B): OWNER-BUILDER DECLARATION: DATE: 'J tz-5 jZ,I ,rm that I am exempt from Contractor's license Law for the following reason: DI, as owner o roperty 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 essions 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 Iii n employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of complet1 he owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). DI, as owner of the property, am exclusively con ting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner roperty who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's license law). 01 am exempt under Business and Professions Code Division 3, Chapter , D "Owner Builder acknowledgement and verification form" has been filled out, signed and attac to this application. Proof of Identification attached. D Owners "Authorized Agent Form" has been filled out, signed and attached to this application giving the ag Proof of identification attached. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year r 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 construe ·n its entirety by licensed contractors. I understand that a copy a/ the applicable law, Section 7044 of the Business and Professions Code, is available upon request wh submitted or at the following Web site: http://www.leglnfo.ca.gov/calaw.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 Jaws relating to building construction. I hereby authorize representative of the City of Carlsbad ta enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations aver 5'0' deep and demolition or construction of structures over 3 stories in height. APPLICANT PRINT:_D_a_n_a_T_s_u_i ------ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-60 -58 Email: Building@carlsbadca.gov B-2 Page2 of 2 Rev. 08/20 Building Permit Inspection History Finaled {_ City of Carlsbad PERMIT INSPECTION HISTORY for (CBC2021-0202) Permit Type: BLDG-Commercial Application Date: 06/09/2021 Owner: SIR CAMPBELL PLACE INC Work Class: Tenant Improvement Issue Date: 07/28/2021 Subdivision: Status: Closed -Finaled Expiration Date: 02/14/2022 Address: 2548 CAMPBELL PL IVR Number: 33857 CARLSBAD, CA 92009-1700 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 07/30/2021 0713012021 BLDG-17 Interior 163237-2021 Passed Tim Kersch Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 08/17/2021 08/1712021 BLDG-85 T-Bar, Ceiling 16437 4-2021 Passed Tim Kersch Complete Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 1212812021 12/28/2021 BLOG-Final Inspection 173445-2021 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Monday, January 10, 2022 Page 1 of 1 DATE: 07/19/2021 JURISDICTION: CARLSBAD PLAN CHECK#.: CB-CBC2021-0202 INTERWEST SET II PROJECT ADDRESS: 2548 Campbell Place Building N4 PROJECT NAME: Viasat TI □ 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 lnterwest 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: Dana Tsui ~ lnterwest staff did not advise the applicant that the plan check has been completed. D lnterwest staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: 858-793-4777 Date contacted: Mail Telephone 0 REMARKS: By: Steven Miller lnterwest (by: ) Email: danat@sca-sd.com Fax In Person Enclosures: 06/28 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 DATE: 06/28/2021 JURISDICTION: CARLSBAD PLAN CHECK#.: CB-CBC2021-0202 • lW INTERWEST SET I PROJECT ADDRESS: 2548 Campbell Place Building N4 PROJECT NAME: Viasat TI D 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. [8J The check list transmitted herewith is for your information. The plans are being held at lnterwest 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. [8J The applicant's copy of the check list has been sent to: Dana Tsui D lnterwest staff did not advise the applicant that the plan check has been completed. [8J lnterwest staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: 858-793-4777 Date contacted: Mail Telephone 0 REMARKS: By: Steven Miller lnterwest (by: ) Email: danat@sca-sd.com Fax In Person Enclosures: 06/28 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 CARLSBAD CBC2021-0202] 06/28/2021 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK#.: CB-CBC2021-0202 JURISDICTION: CARLSBAD OCCUPANCY: B USE: Office TYPE OF CONSTRUCTION: JIIB ACTUAL AREA: TI 375 sq ft Existing 46,370 sq ft ALLOWABLE FLOOR AREA: 57,000 STORIES: 2 no change HEIGHT: 35' no change SPRINKLERS?:] YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 06/09/2021 DATE INITIAL PLAN REVIEW COMPLETED: 06/28/2021 FOREWORD (PLEASE READ): OCCUPANT LOAD: 512 DATE PLANS RECEIVED BY ESGIL CORPORATION: 06/10/2021 PLAN REVIEWER: Steven Miller This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. 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, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2019 CBC, which adopts the 2018 IBC. 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. Per Sec. 105.4 of the 2018 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. CARLSBAD CBC2021-0202] 06/28/2021 NOTICE: CITY AND ESGIL'S HOURS OF OPERATION ARE AFFECTED BY THE CURRENT COVID-19 EPIDEMIC. PLAN REVIEWER MAY NOT BE AVAILABLE TO ANSWER QUESTIONS BY PHONE, BUT MAY BE REACHED BY E-MAIL AT stmiller@esgil.com . (858) 225-2775 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 lnterwest and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to lnterwest, 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 lnterwest only will not be reviewed by the City Planning, Engineering and Fire Departments until review by lnterwest is complete. 2. Plans may be submitted in electronic format, subject to the jurisdiction's approval. If so, they must have restrictions removed from the security settings. Electronic plans with restrictions to markups, printing, or stamping will not be approved. 3. A reminder that due to Covid-19, the City will not permit counter corrections. Please make sure all the items are satisfied; otherwise, another round of corrections will be necessary. PLANS 4. Please provide a signed copy of the Title 24 ADA Compliance sheet to page N4TS1 the Title page. Please see a copy of the Compliance Form at the end of the list. 5. Page N4A101 Ceiling Plan Legend Detail callouts 22,23,24, and 25 on page N4A501.the callouts are missing from the page. FIRE EXTINGUISHING 6. Page N4A 101 Specify on the plans that portable fire extinguishers will be installed in the building in accordance with Section 906. CARLSBAD CBC2021-0202] 06/28/2021 MISCELLANEOUS LIFE/SAFETY 7. Page N4-A101 Please provide notes on the plans to show the suspended ceilings in Seismic Design Categories D, E & F comply with ASCE 7-16 Section 13.5.6.2.2 as follows: a. The width of the perimeter supporting closure angle or channel shall be not less than 2.0 in. unless qualified perimeter supporting clips are used. b. Closure angles or channels shall be screwed or otherwise positively attached to wall studs or other supporting structures. Perimeter supporting clips shall be qualified in accordance with approved test criteria per Section 13.2.5. c. Perimeter supporting clips shall be attached to supporting closure angle or channel with a minimum of two screws per clip and shall be installed around the entire ceiling perimeter. d. In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle, channel, or perimeter supporting clip. The other end of the ceiling gird in each horizontal direction shall have a minimum 0.75-in clearance from the wall and shall rest upon and be free to slide on a closure angle, channel, or perimeter supporting clip. e. Ceiling areas over 2500 ft.2 must have seismic separation joints or full height partitions. f. Ceilings without rigid bracing must have 2" oversize trim rings for sprinklers and other ceiling penetrations. ADDITIONAL 8. M/P/E is ok. 9. To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 10. 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 in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: □ Yes □ No 11. 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 Steven Miller at Esgil. Thank you. CARLSBAD CBC2021-0202] 06/28/2021 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: Steven Miller PLAN CHECK#.: CB-CBC2021-0202 DATE: 06/28/2021 BUILDING ADDRESS: 2548 Campbell Place Building N4 BUILDING OCCUPANCY: B !BUILDING II AREA I Valuation Reg. ( Sq. Ft.) M~pler Mod. PORTION Tl B Occunancv 375 46.51 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB By Ordinance 1997 UBC Buildin Permit Fee .... 1997 UBC Plan Check Fee ..,. VALUE Type of Review: Complete Review D Structural Only D Repetitive Fee ,.. Repeats Comments: D Other D Ho..ty EaGilFee ($) 17,441 17,441 $120.611 Sheet 1 of 1 WISEMAN+ROHY STRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS 9915 Mira Mesa Blvd. TEL. (858) 536-5166 FOR Viasat N4 Thermal Lab T.1. Carlsbad, CA June 4, 2021 W+R Job #21-035 i Exp. 1:~1-I -~ * I , CBC2021-0202 2548 CAMPBELL PL VIASAT 375 SF TI (NO CHANGE IN USE) Suite 200 WRENGINEERS.C 2132611700 6/9/2021 CBC2021-0202 11§;: WISEMAN+ROHY ~RUCTURAl ENGINEERS Structural Scope of Work - The structural scope of this project is for the anchorage of three (3) new pieces of mechanical equipment on the roof of an existing building. Per as-built drawings of the building, the existing roof members were designed to accommodate an additional 1000# add load to any location. Since the units being added do not exceed this add load to any one joist, by inspection the roof structure is okay. Calculations for anchorage of the units are included. 1 IPage L\TC Hazards by Location Search Information Address: Coordinates: Elevation: Tlmestamp: Hazard Type: Reference Document: Risk Category: Site Class: 2548 Campbell Pl, Carlsbad, CA 92009, USA 33.1296786, -117.2625137 341 ft 2020-01-1 OT20:20:51.070Z Seismic ASCE7-16 II D-default Basic Parameters Name Description t~/r:,;;:::··\~'.;$i~{i(f{/(i?': .. , lna''island.:,:,;, · •,. "."°';:.e.:'1~1··.• .. •.• .. ·<fW,.•.;i sent a :it;r..;.tl/,' •.· .. ooge;r,;., ~."-~a;:·l1.::~;i._,~1,.l;::'}Y,;,;: Value 0.952 0.349 1.143 SM1 'null ~ s01 • null MCER ground motion (perlod=0.2s) MCER ground motion (perlod=1.0s) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric seismic design value at 0.2s SA Numeric seismic design value at 1.0s SA * See Section 11.4.8 •Additional Information Name Value Description SDC • null Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv • null Site amplification factor at 1.0s CRs 0.904 Coefficient of risk (0.2s) CR1 0.913 Coefficient of risk (1.0s) PGA 0.415 MCEo peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.498 Site modified peal< ground acceleration TL 8 Long-period transllion period (s) Ania-Bon • Deser State Pi IC. '3. ~AL.~ DIA60NAl. ~ HEEn-1G nE ~ OF &T!El. JOIST INSTm111! S!"ECl=ICATION l!l,IAL,1. BE ~ 15T TJ-e OF1aN 1"EB JOl6T& 8UFPL~ ~-OF9tl-e &ia:L JOIST MAM.FAC'TI.R:R~ ~ er=1=C1AL lH>6 WI-El;£ Tie~ U:NGTM I& LE!&~ HMAT I& ll'/$:GZJ!!i£P SY &JI 6FECIRCATIOl'IS. n. SEIS'IIC LOAO Sf'ECIF!EP ON Fl.AH& t DETA.U 15 BA5!:P QN ~ ~ PESIGN !"!!Pt C1-1APt1:R 16 OF THE LA'll:St uac 5!"5CIAI.~ l Sf'EClAI.. INSP5CTION 8HAL.l. eE f'ROY10i:O SY A~~ LAe ~ eY nE !!NGH!1!R. 2. F'ROYlDI! 6PECIAL INSf'ECTIOI IN AcalflD~ J.lm.l ll.B.C.. 81!:CTIGt,1 \!le QM TME ~ A.AU. CQlc:lli1ETE ~ ,4 f"c Gfi!:A~ ~ 2!le!rD F&l 15.ALL 6'T'RJCTIRAL 61B!L H!LDt,IG C.ALL ~N'Oll!CtG 6TEa. l-El.1'~ 3.. 5Fl:CIAL. N9F'EeTIOH te"Oltl'& A>lP ~~ 11!£FOkl& 61-w.L el! s.l!5M!mlP iO n.£ ~N!!!!R Joill14IH 1 DAY& OF""81 na IMeFECT10N HA& HAO! OR>f.el n-E TESTttr. HAS~- ,4_ 1ll! i!Nei!NEER 61-lALL EE NOTFIEO H"l!DIAlEL Y OF AN'!"~~~ HILL.~ NON-C01!"1.W-ICE i-lrrM Tl-IE~ OF 'Ile Ft.ANS. 5J'81C'Tll!AL DetGN LOAOe, ROOF DEAD LOAD • IS.£1 PeF l<OOF LM!! l.OAO • lC,.t, Pei'~ l'\.00!',! D!:AD 1.C.40 • #-" P"ef' R.OOR PARTITION LOAD • 21£1.£1 PeF FLOOR LM: LOAD • 84>.IJ PSF ~ ~ Y•~ H • 0.222 1-1 " • 4~ " SEISMIC ZONE FACTOR Z ZONE -4, Z•l'.-4 60IL FRa=tLE i11"1! ed SEISMIC COEFFICletT QI 0.44Na eE!SMIC COEFFICIENT Cv tD.6-4NY NEAR ~ FACTOR Na 1.0 NEAR eoui;d: FAC'l'O!lt NY 1.0 !EJS1'11C~n'PI: TYP"eB lHE RO&!: C,ANY'ON FAULT 16 LOCATED A"'f'!-?0Xt1ATE1. Y n IQ1 Flli!lOl'1 'THE 6115. ~ BidSet fl Permit Set t--Conslruc:tlon Set d) ~ Drawi1g Dale 4-10-2006 l) OteckBy _J <( DrawnBy ll ~ Scale ~ -Jcb-Nlmber.. . m SheetNtmber .! i 0--1,'2' i ----=-1 ftfr Bu, Lfs "!-w CC\~ d) ~OOF= F=RAM lN~ ~l..AN · ™ "·· • l'4' ~ NOTE&: I. !2LH (2&6/128) DENOTES ~• L~·SERIE5 OPEN HEB Stea JOIST WI l.lNFo,.51 TOTAL LOAD OF 256 POlN:>5 f"'ER LINEAR FOOT ~ ~ll"OR1 LIVE LOAD OF 12& ~5 !"Bo! LINEAR FOOT. LOAD5 fROl'1 MEo-L UNl'T5 Afiii!: NOT JNc:UIDED AND ADDmc:NAL LOAD& l"'lJ5T CJ:--llllt.~,,!z:.~l_u.iC..S.a:l;~i;::D~ IN ADDITION TO A60'Y1: n-e OFfN wee en:a JOl&T& ~ es DESIGNED Al.50 IN ADDITION TO TI.£ ABOVE, OFSN '6 Joler 2. 2-463N <n..WK/4~ DENOTi:5 241 OPEN WES Sia:L Cilfi?Dl:R WI 6 SPACES ee1JEEN POM LOAD& TOTAL LOAD OF TI.2J:?> KIPS~ LM: LOAD OF 4.811) Klf9'5 AT EA.cl-I POINT. n-E LOAD5 Al'! NOT EQJALL T SPACED ANO VERIFY' WITl-l Tl-IE PUN FOR Tl-£ LOCATION OF POINT LOAOS. ~-~--~--...... .,,,,.-,-·· v / f½~tu\L1 fOOf JOl~T CC \Tti\R- WISEMAN+-ROHY STRUCTURAL ENGINEERS EQUIPMENT SEISMIC ANCHORAGE (2018 IBC / 2019 CBC/ ASCE 7-16) Vet'Slon 3.0 PROJECT: Vlasat N4 Tl LOCATION: CU JOB NO: 21-035 617/2021 10:58:00 EQUIPMENT ANCHORAGE PER ASCE 7-1613.3.1 8P = 2.5 Equipment Weight = 260 lb Rp= 6.0 Curb Weight= 0 lb Oo = 1.0 Total Weight= 260 lb (Wp) Sos= 0.762 Ip= 1.0 Top of Curb to COG = 35 In z= 30 ft (equip ht) Curb Height = 0 In h= 30 ft (roof ht) Total Ht to COG= 35 In (HT) Horlzontal Component (LRFD) Fpx = 0.4 (;:) (lp)(SDs)(W,,) ( 1 + 2~) = Fpx MIN = 0.3 (Sos) (Ip} (W p} = F px MAX = 1.6 (Sos) (Ip) (W p} = 0.381 Wp 0.229 Wp 1.219 Wp 0.381 Wp Vertlcal Component (LRFD) 0.1524 WP Anchorage Calculations: Strength Level Forces: 0.381 Wp = 0.152 WP = Critical Angle = 99.1 lb 39.6 lb 0 degrees Fpx • HT= 3467 lb-In MR= (0.9-Fpz) •WP• L, = 1555 lb-in (at critical angle) NOTES: 60 25 (Mor· MR) = 1912 lb-in (at critical angle} lb Tension / Anchor (worst case anchor) lb Shear/ Anchor (all equal) Length (long side)(@ anchors}= Width (short side}(@ anchors)= # Anchors on long side (10 max}= # Anchors on short side (8 max} = (not counUng corners at short sides} Total Anchor Points= Anchor Layout ASD Level Forces: 0.267 WP = 0.107 Wp = 69.3 lb 27.7 lb 24 16 2 0 4 Critical Angle = 0 degrees Mor= Fp, *HT = 2427 lb-In in in (24 in oc} (16 In oc) MR= (0.6-F pz) • W p • Lx = 1026 lb-in (at critical angle) TAso= VAso= 44 17 (Mor · MR) = 1401 lb-ln (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 arrangement. Forces given are for the worst-case angle. -Angles are measured up from the horizontal line in the diagram above through the center of the unit (0 deg = right, 90 deg = up). -Attachment to concrete or masonry shall use Omega unless governed by a ductile shear or tensile failure. -If equipment Is mounted on vibration isolators with the clearance from equipment to frame > 0.25 inch use 2Fp (double Sds). -Lx is the distance to the farthest anchor measured perpendicularly from the angled line of rotation. OUTDOOR UNIT DIMENSIONS: TRUZA0361 KA70(N/B)A ! 2 SERVICE SPACE) Onnlontd""°,_ lor .... tlCOfflM -loh-cl'!l'N'>. j Example of Notes I ©-_..,., __ ,11.ll<W) ©·""'-UOVI0""--1 "'21""1 'I -lhlblillfASJOPW.Y!t«Ntblc,;aa. 1~ng Knockout Hole 0e1ai1s 1 ~◄ FORM# TPVA0A0361M70A & TRUZA0361t<A70(N/8)A- 202104 Specifications are subject lo change without notice. Unit: mm<in> Ml'-~kt- ,_==.,--''--=~--•c.=.....,=.,,-,.,!~-~L_ ~~~;;;.J _✓<!l.-- Side Hr lntokt ¢1 A."-!??I CERTIF:ED' ' -~, --........ 1.r.,1 . . . ~"-••.' ' ............ -lntertek @ 2021 Mitsubishi Electric Trane HVAC US LLC. All rights reserved. WISEMAN +ROHY STRUCTURAL ENGINEERS EQUIPMENT SEISMIC ANCHORAGE (2018 IBC / 2019 CBC/ ASCE 7-16) Version 3.0 PROJECT: Vlasat N4 Tl LOCATION: Blower JOB NO: 21-035 6/7/2021 10:59:31 EQUIPMENT ANCHORAGE PER ASCE 7-1613.3.1 ap = 2.5 Equipment Weight= 150 lb Length (long side)(@ anchors) = 39 In Rp= 6.0 Curb Weight = 0 lb Width (short side)(@ anchors)= 37 in Oo= 1.0 Total Waight= 150 lb (Wp) Sos= 0.762 # Anchors on long side (10 max)= 3 (19.5 In oc) Ip= 1.0 Top of Curb to COG = 33 In # Anchors on short side (8 max) = 0 (37 In oc) z= 30 ft (equip ht) Curb Height= 0 In (not counting comers at short sides) h= 30 ft (roof ht) Total Ht to COG = 33 In (HT) Total Anchor Points = 6 Horizontal Component (LRFD) FpxMIN = 0.3 (Sos) (Ip) (Wµ)= F px MAX = 1.6 (Sos) (Ip) (W p) = 0.381 WP 0.229 Wp 1.219 Wp Anchor Layout Vertical Component (LRFD) 0.1524 WP Anchorage Calculations: Strength Level Forces: ASD Level Forces: Mor= MR= MNer= Tu= Vu= NOTES: 0.381 WP = 0.152 WP = Critical Angle = Fpx *HT= (0.9-Fpz) •WP* Lx = (Mor -MR) = 57.2 lb 22.9 lb 0 degrees 1886 lb-in 2075 lb-in (at critical angle) 0 lb-In (at critical angle) 0 lb Tension/ Anchor (worst case anchor) 10 lb Shear I Anchor (all equal) Fpx= Fpz= Mor"' MR= MNer TASO= VAso= 0.267 Wp = 40.0 lb 0.107 Wp = 16.0 lb Critical Angle = 0 degrees Fpx *HT= 1320 lb-in (0.6-Fpz) *WP* Lx = 1369 lb-in (at critical angle) (Mor-MR) = 0 lb-In (at critical angle) 0 lb Tension I Anchor (worst case anchor) 7 lb Shear/ Anchor (all equal) -This spreadsheet checks all angles (0 deg -90 deg) for each bolt arrangement Forces given are for the worst-case angle. -Angles are measured up from the horizontal line In the diagram above through the center of the unit (0 deg :: right, 90 deg :: up). -Attachment to concrete or masonry shall use Omega unless governed by a ductile shear or tensile failure. -If equipment Is mounted on vibration Isolators with the clearance from equipment to frame > 0.25 inch use 2Fp (double Sds). -Lx is the distance to the farthest anchor measured perpendicularly from the angled line of rotation. B> LDv1 C:i JL ,__ _____ I 23.56 [598.311 •I 24.85 [631.30] ----....----1-24.00 [609.601 11-33.so [853.soJ-1 39.33 [999.03] 37.66 (956.46] 5HP BLOWER IYNAMIC SHAKI ,sx-22S0112-s1 ! SERIAL NO. 392· AIR SUPPLY CLEAN DRY AJA 2 SCFM @ 90 PSI (1 LITER/$ @ 6.2 BAR] Thl,¥(N\~OftflispWWIOl'pOnte,,,....,.,. dnlgm w!d CON'1CEN'TW. TMD6': K.C'FIIETS OF TliEF\MCTACN INDUSTNES • .-00..10 d\is ~ • P.eSTFUCTEO. DO HOT"'"· dKtDH. ~ Ol c:iasi,' -~wtdloul ....... ~ n.~~HcJllr,d,~49AaUSA tTO & SERIAL INTERFACE CABLE FOR COMBINED ELEMENTS OPERATION. CABLE 25 FT LONG ·REQUIRED: 1/2" SEALTTTE TO CHAMBER 20FT LONG REV ""T il DESCRlPTION 81.0WER OP TO GO O\ITDOORS, EOH8250 VCS 3200 UPGRAD_l=,_ S.O. 900587 NOTES: 1. DIMENSIONS ARE INCHES (mm] UNLESS NOTED. BY TMP RPS 2. COLOR -THERMOTRON BLUE WITH BLACK PANELS. 3. SYSTEM TO INTERFACE WITH ESPEC CHAMBER. -20 FT (6.1 m] INTERCONNECT BNC CABLE ASSY DS1427-02B, C/N 952168 12.00 [304.S0J 6.00 (152.40]-+------ 20 FT (6.1m] INTERCONNECT SIGNAL OS1427-07B, CIN 1134470 ARMATURE POWER VEDCA0001A, GIN 1245360 FIELD POWER DS1427-27B, CJN 1187782 @ @) ~ ~ .,,,,,..- 12.13 [307.98] BOLT HOLE PATTERN (16) STANDOFFS WITH 3'8-16X1.0 ALUMINUM n~ E ="vn., l@)-L l-=---s7.75 [958.85] BASIC SHAKER IALENAME: OS1~10-39213.ldw HO"IB DO NOT SCALE DRAWING OEBURR AU. SHARP EDGES DIMENS:ONS ARE IN INCHES UNLESS NOTED DIMENSIONS TG MISSOURJ CORP. IP.NO. BENO AU.OWANCE: DESCRIPTION MATERIAL: · SYSTEM INSTALLATION ANO TOLE::NCE FINISH: CONSOLE LAYOUT t)RAWN BY: TMP IDATE: 6/30l200S OWG DESIGNER: 1MP ICHJ<O: OJM o. 0S1410-39213 SHEET BIB WISEMAN ·+·ROHY STRUCTURAL ENGIN EERS EQUIPMENT SEISMIC ANCHORAGE (2018 IBC/2019 CBC/ ASCE 7-16) Version 3.0 PROJECT: Viasat N4 Tl LOCATION: Chiller JOB NO: 21-035 6{!/2021 10:57:16 EQUIPMENT ANCHORAGE PER ASCE 7-1613.3.1 ap = 1 Equipment Weight = 805 lb RP = 2.5 Curb Weight= 0 lb Oo= 1.0 Total Weight= 805 lb (Wp) Sos= 0.762 Ip= 1.0 Top of Curb to COG;; 34 In z= 30 ft ( equip ht) Curb Height= 0 in h= 30 ft (roof ht) Total Ht to COG= 34 In (HT) Horizontal Component (LRFD) Fpx = 0.4 (::) (!p)(Sos)(Wp) ( 1 + zx) = Fpx MIN= 0.3 (Sos) (Ip) (Wp) = F px w.x = 1 .6 (Sos) (Ip) (W p) = 0.366 Wp 0.229 Wp 1.219 Wp Vertfcaf Component (LRFD) Anchorage Calculations: Strength Level Forces: 0.366 WP = 0.152 WP = Critical Angle = 294.4 lb 122.7 lb 0.366 WP 0.1524 WP 0 degrees Mor= Fpx •HT = 10011 lb-In ~= (0.9-Fp,) •WP .. Lx = 12036 lb-in (at critical angle) NOTES: 0 49 0 lb-in (at critical angle) lb Tension/ Anchor (worst case anchor) lb Shear/ Anchor (all equal) Length (long side)(@ anchors)= Width (short side)(@ anchors)= # Anchors on long side (10 max) = # Anchors on short side (8 max) = (not counting comers at short sides) Total Anchor Points= Anchor Layout ASD Level Forces: 0.256 WP = 0.107 WP = 206.1 lb 85.9 lb 40 40 3 0 6 Critical Angle = 0 degrees Mor= Fpx *HT= 7008 lb-In In in (20 in oc) (40 In oc) MR= (0.6-Fpz) •WP• Lx = 7942 lb-in (at critical angle) 0 34 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 boll arrangement. Forces given are for the worst-case angle. -Angles are measured up from the horizontal line in the diagram above through the center of the unit (O deg = right, 90 deg = up). -Attachment to concrete or masonry shall use Omega unless governed by a ductile shear or tensile failure. -If equipment Is mounted on vibration isolators with the clearance from equipment to frame> 0.25 Inch use 2Fp (double Sds}. -Lx is the distance to the farthest anchor measured perpendicularly from the angled line of rotation. m sales@Whaleyproducts.com (mailto:sales@whaleyproducts.com) J 940-58Q-4351 (tel:940-580-4351) Search: D (https://www.youtube.com/channel/UCSoj·I_QitsW'/(l~/ilfn~la4h9/bmJJg{https9~nkedin.c~~ny/wnal~\!cts·incJ Inlet/Outlet Supply Dry (BTU/hr) (BTU/hr) (BTU/hr) Tank Length Width Height Base Model ~ Capacity ~ Capacity ~ ; ~ ~ ~ (in) ~ Pump ~ _ ~ • ~ . ~ Weight~ Description Capa~tbii k lll~e~ Illustrated lll~tl~ (gal) FNPT Op#W}s (ml Cm) {Wote lbs - ) ( W) ?,;i:-1. ~ qr ~ c;ni:-11 or 1.,;i:-11 R ~. · · ( ) SA1.5 1.5 5.26 8,856 18,000 22,428 30or 1.0 1 36 36 64 450 (https://www.whaleyproducts.com/product/1·5-60 ton-air-cooled-packaged-chiller/) SA2 2.0 7.02 11,808 24,000 29,904 30or 1.0 1 36 36 64 450 (https://www.whaleyproducts.com/product/sa2/) 60 SA3 3.0 10.53 17,712 36,000 44,856 30or 1.0 1 36 36 72or64 500 (https://www.whaleyproducts.com/product/sa3/) 60 SA4 4.0 14.04 23,616 48,000 59,808 30or 1.0 1 36 36 68or72 525 (https-J/www.whaleyproducts.com/product/sa4/l ~ - 5.0 17.55 29,520 60,000 74,760 40or 1.0 1 40 40 (https-J/www.whaleyproducts.com/product/sa5/) 60 6.0 21.06 35,424 72,000 98,712 30,40 1.25 2 48 48 84 950 (https://www.whaleyproducts.com/product/sa6ds/) or 100 5A7.5OS 7.5 26.33 44,280 90,000 112,140 40or 1.25 2 48 48 84 950 (https://www.whal eyproducts.corn/prod uct/sa 7 · 100 5ds/) SA10DS 10 35.10 59,040 120.000 149,520 40or 125 2 68 44 84 1200 (https-J/www.whaleyproducts.com/product/10· 100 ton-dual·stage•packaged·air--cooled·chiller/) c.H~\.'--<=rL A I OFFICE USE ONLY SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE RECORD ID# ________________ _ PLAN CHECK# ________________ _ Business Name Viasat Building N4 Project Address (indude suite) 2548 Campbell Place Mailing Address (include suite) 2548 ~I Place Project Contact Dana Taul Business Contact Dana Taul City Cattsbad City can.bad Applicant E-mail State CA State CA Telephone# 858-793-4m Zip Code 92009 Zip Code 92009 Telephone# clanatOaca-ad.com 858-793--'n7 BP DATE APN# 213-26-07 Plan File# The following questions represent the faclllty's activities, NOT the specific project description. PART I: FIRE DEPARTMENT -HAZARDOUS MATERJALS DMSION; OCCUPANCY CLASSIFICATION; (not reaulf'td for prol,cts within tbt City of San mtao}: Indicate by circling the item, whether your business will us,i, process, or store any of the following hazardous materialsl any of the items are circled, 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. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives ... PAR;;.;..;;,T ... 11-,:..,S_._AN ___ ""D""IE:;,aG:;,;O..,.,;:Ca,;O_,U:;aN_.,TY.,.,.,_""D,';:E"',P;.a;,;~~~"'::'>~,:--ji~~-E~E:-:-:'Ti~~r.:-,,~~:--'P1'7i'l~~~'T"ll~~~'.':!r:::-:rlffl'"~ If the answer to any of the questions s yes, app cant must contact n 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: □ CalARP Exempt 1. 2. 3. 4. 5. 6. 7. 8. YES NO (for new construction or remodeling projects) ~ ffl Is your business listed on the reverse side of this form? (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 (TiUe 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). Date lnltlala □ CalARP Required Date lnltlals □ CalARP Complete .,......, L Date lnltlals PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD); The following questions are intended to identify the majority of air pollution issues at the planning stage. Your project may require additional measures not identified by these questions. Some resid~· l projects may be exempt from APCD requirements. If yes is answered for either questions 1, 2 or 5 or for more comprehensive requirements, please conta at apcdcomp@sdcounty.ca.gov; (858) 586-2650; or 10124 Old Grove Road, San Diego, CA 92131. YES NO 0 1. ~1 Iii Will the project disturb 100 square feet or more of existing building materials? .//, ~; 2. _ ■ Will any load supporting structural members be removed? c/ v,, <..._ / / _ 3. _ ■ (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by .)ndl")liaual th t!J8.s pasM'Al'.EPA-approved building inspector course? ~Ao,(' .9 <....'A 4. □ l3 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Based on the survey results, will the project distultOJl:.~~t~ ~jningW erial? If yes, a notification may be required at least 10 working days prior to commencing asbestos removal. Additi~,~ifi~~ may be required prior to 5. □ the removal of a load supporting structural member(s) regardless of the presence of asbestos. O <'.'~ 13 Will the project or associated construction equipment emit air contaminants? See the reverse side of this fo~,r.. I equipment requiring an APCD permit. If yes, contact APCD prior to the issuance of a building permit. ~i, () 6. □ □ (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located withi~O feet of a school bounda Briefly describe business activities: offlce Briefly describe proposed project: 375 sf of office, computer lab renovation I dedare under penalty of perjury that to the best of my knowledge and belief t e re: n ~-· rein are true and correct. DINITu ----~~P, lvv-------- Name of Owner or Authorized Agent Signature of zed Agent FOR OFFICAL USE ONLY: L .. L ,,,., Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: ________________________________ _ BY: ________________________ _ DATE: __ ...._ __ ......._ __ _ EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDWO PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HM□• APCD COUNTY-HMO APCD COUNTY-HMO APCD a-~~n Co,,t,..q.. q ~ Reviewed <2 ~ 05/25/21 -Alf l!: Date/lniUals -r.t,, /· o,e90 c.o *A stamp in this box only exempts businesses from completing or updating a Hazardous Matenais Business Plan. Other permitting requirements may still apply HM-9171 (9/18) County of San Diego -DEH -Hazardous Materials Division r-,--------------------------------------, Development Services {_ City of Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 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 .JJ 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. .JJ Details on CAP ordinance requirements are available on the city's website . .JJ 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 Pennit No.: Viasat Building N4 Property Address/APN: 2548 Campbell Place Applicant Name/Co.: Dana Tsui/ SCA Architecture Applicant Address: 13280 Evening Creek Drive Suite 125 Contact Phone: 858-793-4777 Contact Email: danat@sca-sd.com ,::_ __________ _ Contact information of person completing this checklist (if different than above): Name: Company name/address: Contact Phone: Contact Email: Applicant Signature: ______________ Date: 5-24-2021 u 0 v1QjL Joo K a---e2 ~ i B-50 Paga 1 of6 Revised 06/18