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HomeMy WebLinkAbout2525 El Camino Real; 207; CBC2018-0229; Permit(city of Carlsbad Commercial Permit Print Date: 09/14/2018 Permit No: CBC2018-0229 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: 2525 El Camino Real, 207 BLDG-Commercial 2151700352 $209,295.00 Work Class: Lot#: Reference#: Construction Type: Bathrooms: Orig. Plan Check#: Tenant Improvement Status: Applied: Issued: Permit Finaled: Inspector: Closed -Finaled 04/26/2018 06/01/2018 MColl Plan Check#: Final Inspection: 9/14/2018 1:48:26PM Project Title: Description: FOOTLOCKER: NEW STOREFRONT AND GLAZING SYSTEM Applicant: Owner: Contractor: JACOB WEBSTER RP I CARLSBAD LP HORIZON RETAIL CONSTRUCTION INC 1236 Portola Ave TORRANCE, CA 90501 310-702-7852 1114 Avenue Of The Americas, Floor 45 New York, NY 10036-7700 214-660-5232 x215232 1500 Horizon Dr STURTEVANT, WI 53177-2066 262-638-6000 BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLOG) GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $1,965.65 Total Payments To Date: $1,965.65 Balance Due: 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 fo!low 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. $0.00 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov $1,016.50 $711.55 $170.00 $9.00 $58.60 -Plan Check No Est. Value t { Cicyof Carlsbad Building Permit Application 1635 Faraday Ave .• Carlsbad. CA 92008 Ph: 780-602 2719 Fax: 760-602-8558 email: bulldlng@carlsbadca.gov www.carlsbadca.gov Plan Ck. Deposit CT/PROJECT# LOT# PHASE# DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) T.7-c/C Ex,~h µft>,/ EXISTING USE PROPOSED USE APPLICANT NAME (Primary Contact) -r-~A-<06 ADDRESS _,,-;} /Z-S I r;H-k,/;o PHONE J/6 CITY PHONE EMAIL STATZ? /9- FAX HOF UNITS # BEDROOMS GARAGE (SF) ZIP 1'0 r;-01 ZIP o"P/'7-0 Date -If SUITE#/ C iUNIT# ,,;zor # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC. GROUIO - PATIOS {SF) DECKS (SF} FIREPLACE AIR CONDITIONING FIRE SPRINKLERS YESD # __ NOD YES D NOD YES O NOD ZIP ,'& C 9/ (Sec, 7031.5 Business and P.rofessions Code: Any City or County which requires a permit to_construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such per_mit to file a signed statement ttiat he is licensed pursuant to the prov1s1ons of the Contractor's License Law /Chapter 9, commending with Section 7000 of Division 3 of the B_usmess and Professions Code} or [hat he rs exem_P.t therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a c1v1I penalty of not more than five hundred dollars {$500}). WORKERS" COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Lat>or Code, for the performance of the work for which this permit is issued. D I have and will maintain workers' compensation, as required, by Section 370 of the Labor Code, for the performan~f the wjl(,[<. for which this permit is issued. My workers' compensation insurance arrier and policy number are: Insurance Co. • Policy No. 1 '</ J r....f cJR) Cf Expiration Date -"¥-='~<<;....t...l'1L--- This section need not be completed if the permit is for one hundred dollars ($100) or less D 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 California. WARNING: Failure to secure workers' com en coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (& 100,000), in addition to the cost of compensatio ed for in ction 3706 of the Labor code, interest and attorney's fees. ~ CONTRACTOR S1GNATUR£-:f}»,{j~)"J~::::::::.. I hereby affirm that I am exempt from Contractor's License Law for the following reason: Cl I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). c:J I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). Cl I am exempt under Section _____ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 Yes Cl No 2. I (have I have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone I contractors' license number}: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated {include name I a ress I phone I type of work}: ~ PROPERTY OWNER SIGNATURE DATE OMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D Yes D No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D Yes D No Is the facility to be constructed within 1,000 feel of the outer boundary of a school site? 0 Yes D No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I certify that I have read the applicatlon 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 relatlngto building construction. I hereby authorize representative of the City of Carlsbad to enter upoo the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILrTIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demol. · ction of strucb.Jres in height. EXPIRATION: Every permit issued by the Building Offi · e shall expjr.e,by--fimilation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if th ng or work *" _J:1¥, permit_ is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). :?:;;~ ,/iS APPLICANT'S SIGNAT DATE , •)! : , a, • : : '« ,'Jk\ . ":i , PERMIT INSPECTION HISTORY REBORT (CBC2ijj9;,,0229) ' ' Permit Type: Work Class: Status: Scheduled Date , " « t" h t BLDG-Commercial Tenant Improvement Closed -Finaled Actual Start Date Inspection Type Application Date: 04/26/2018 Owner: Issue Date: 06/01/2018 Subdivision: Expiration Date: 02/25/2019 Address: IVR Nurnber: 10981 Inspection No. Inspection Status Primary Inspector ----------------------------------- September 14, 2018 Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Fire Final 068711-2018 Checklist ltc1n FIRE-Building Final Checklist ltcn1 FIRE-Building Final COMMENTS Need Fire Dept. Sign off TCO granted, see card for final pick up See card for multiple notes COMMENTS Need Fire Dept. Sign off TCO granted, see card for final pick up See card for multiple notes Scheduled Cindy Wong COMMENTS COMMENTS R P I CARLSBAD LP CARLSBAD TCT#76-18 2525 El Camino Real , 207 Carlsbad, CA 92008-1206 Reinspection Passed No Yes Yes No Passed No Yes Yes No Passed No Passed No Complete Incomplete Page 3 of 3 Permit Type: BLDG-Commercial Application Date: Work Class: Tenant Improvement Issue Date: Status: Closed -Finaled Expiration Date: IVR Number: 04/26/2018 06/01/2018 02/25/2019 10981 Owner: RP I CARLSBAD LP Subdivision: LA COSTA CONDOMINIUM# 1 UNIT# 2 Address: 2525 El Camino Real , 207 Carlsbad, CA 92008-1206 Scheduled Date Actual Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 07(24/2018 07/24/2018 07/27/2018 07/27/2018 08/10/2018 08/10/2018 08/28/2018 08/28/2018 09/14/2018 09/14/2018 September 14, 2018 BLDG-Final Inspection BLDG-Flnal Inspection BLDG-Final Inspection BLDG-Final Inspection BLDG-Final Inspection Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final 064762-2018 Checklist Item BLDG-Building Deficiency Checklist Item BLDG-Building Deficiency 065163-2018 Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency 066573-2018 Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency 068325-2018 Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency 070040-2018 COMMENTS Failed Michael Collins COMMENTS See card for multiple notes COMMENTS See card for multiple notes Partial Pass Michael Collins COMMENTS See card for multiple notes TCO granted, see card for final pick up COMMENTS See card for multiple notes TCO granted, see card for final pick up Cancelled Paul Burnette COMMENTS TCO granted, see card for final pick up See card for multiple notes COMMENTS TCO granted, see card for final pick up See card for multiple notes Failed Michael Collins COMMENTS TCO granted, see card for final pick up See card for multiple notes Need Fire Dept. Sign off COMMENTS TCO granted, see card for final pick up See card for multiple notes Need Fire Dept. Sign off Passed Michael Collins ---------------- Passed No No No No No Reinspection Passed No Passed No Reinspection Passed No Yes Passed No Yes Reinspection Passed Yes No Passed Yes No Re inspection Passed Yes No No Passed Yes No No Complete Incomplete Complete Complete Complete Page 2 of 3 Permit Type: BLDG-Commercial Application Date: 04/26/2018 Owner: R P I CARLSBAD LP Work Class: Tenant Improvement Issue Date: 06/01/2018 Subdivision: CARLSBAD TCT#76-18 Status: Closed -Finaled Expiration Date: 02/25/2019 Address: 2525 El Camino Real , 207 Carlsbad, CA 92008-1206 IVR Number: 10981 Scheduled Actual Inspection Type Complete Date Start Date Inspection No. Inspection Status Primary Inspector Reinspection ---~---.. -~---------·· --------- 06/25/2018 06/25(2018 BLDG-84 Rough 062014-2018 Failed Michael Collins Relnspection Complete Combo(14,24,34,44) Checklist ltem COMMENTS Passed BLDG-Building Deficiency Not per plan No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical No Checklist Item COMMENTS Passed BLDG-Building Deficiency Not per plan No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical No 06/26/2018 06/26/2018 BLDG-14 062379-2018 Passed Michael Collins Complete FramefSteel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Soffit/storefront entry Yes Checklist ltern COMMENTS Passed BLDG-Building Deficiency Soffit/storefront entry Yes BLDG-34 Rough 062180-2018 Passed Michael Collins Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Store front/ soffit Yes Checklist Item COMMENTS Passed BLDG-Building Deficiency Store front/ soffit Yes 06128/2018 06/28/2018 BLDG-17 Interior 062537-2018 Passed Paul Burnette Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG·Flnal 062538·2018 Failed Paul Burnette Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No September 14, 2018 Page 1 of3 ~ EsG1I A SAFEbuilt'Company DATE: 5/7/2018 JURISDICTION: Carlsbad 0 APPLICANT 0 JURIS. PLAN CHECK#.: CBC2018-0229 SET: I PROJECT ADDRESS: 2525 El Camino Real #207 PROJECT NAME: Footlocker Tenant Improvement D D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: / Telephone#: Date contacted: / (by/nl ) Email: rflVJ / Mail Telephone Fax l~rson ~ REMARKS: Applican to transfer red clouded clarifications f~ details Band Con sheet S1 .1 to the City I approved plan prior to permit issuance. By: Jason Pasiut EsGil 4/30/2018 Enclosures: 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 STRUCTURAL CALCULATIONS PREPARED FOR: FOOTLOCKER STORE #7541 SHOPPES AT CARLSBAD 2525 EL CAMINO REAL SPACE#207 CARLSBAD, CA 92008 CALCULATIONS foR: SUSPENDED CEILINGS AND STOREFRONT FRAMING TOTAL No. SHEETS (NOT INCLUDING THIS SHEET): 5 DATE: 4/19/2018 I . ' Nick Sung, P.E. 3260 W. HENDERSON RD. SUITE 10 COLUMBUS, OH 43220 Ph: 614-326-2806 Fx: 614-326-2805 Design Code: 2016 California Building Code Referenced Standards ICC ESR-1271 -Self Drilling Screws ICC ESR-3064P -Metal Studs Suspended Ceiling Design Loads: DL = 7 psi (Gyp Board Ceiling) 2 psi (Framing system) 1J2fil (Misc.) 10 psi or 200 lbs cone_ load (whichever is greater) Seismic: Ss = 1.151 S, = 0.441 Site Class = D (assumed) Fa= 1 _0 Fv = 1.5 Sos= (2/3)FaSs = 0_798 So, = (2/3)F,S, = .459 Occupancy Category = II Seismic Design Category= D Structural element: Ceilings F, =a~;a:-~DS :: =(t~52l.)1,: 1~: w z = 12' R/I h · P p p F, (max) = 1.6 Sos I, W, = 1.28 W, F, (min.)= .3 Sos I, W, = -24 W, Bracing Wire h =20' (4) 12 Ga. Hanger/Bracing Wires@4'-0" o.c. each way DL Tension= (1/4)(10 psf)(4')(4')/cos 45° = 57 lbs OR = (1 /4)(200 lbs)/cos 45° = 71 lbs (controls) Seismic Tension= (.28)(50 lbs)/cos 45° = 20 lb Total Tension= 71 lbs+ 20 lbs= 91 lbs per wire A wire ir(.053)2 _0088 in2 4 T !,=--= 10.3 ksi A wire ASTM A641/A641m F, = 36 ksi min., F, = 58 ksi F, = .60 F, = 21 _6 ksi OR = .50 Fu = 29 ksi O.K. - I - Structural Calculations Footlocker Shoppes at Csrlsbad CARLSBAD, CA Nick Sung, P.E. 3260 W, HENDERSON RD. SUITE 10 COLUMBUS, OH 43220 Ph: 614-326-2806 Fx: 614-326-2805 Storefront Framing Design Loads: Structural Calculations Footlocker Shoppes al Carlsbad CARLSBAD, CA Dead Load: Storefront framing (mtl. stud beams, etc.) conservatively designed for a vertical load of 100 pit_ Seismic: See page 1 for additional seismic info. Structural element: Nonstructural Wall Elements a~ ;a 1.~ :P =( 2.5 )Ip = 1.0 z = 12' h = 20' F -e DS e I+ 2 l-= 28 W p-R fl h -P p p Fp (max) = 1.6 Sos Ip Wp = 1.28 Wp Fp (min.) = .3 Sos Ip Wp = _24 Wp Framing Support Box Beams: (2) 8" x 18 ga. Mtl. Box Header Max_ span L = 12'-0", w = 100 plf See attached computer output O.K. Deflection = .175" = U824 O.K. Framing Support Box Beams: (2) 3 5/8" x 16 ga. Mtl. Box Header Max. span L = 10'-4", w = 100 pit See attached computer output O.K. Deflection = .498" = U249 O.K. Lateral Braces 3-5/8" x 20 ga. Studs @ 32" o.c. L = 8'-0" max. (fully unbraced) Brace Loads: Seismic= (.28)(100 plf)(4'-0")/(1.4)/(cos 45°) = 113 lbs Pa11= = 840 lbs (AISI Eq_ CS.2.1-1) O.K. Braces attach to framing with (4) #10 SDS screws Va11= = (4)(188 lbs per screw)= 752 lbs O.K. - 2 - ClarkWestern Building Systems cw Tech Support: (888) 437-3244 clarkwestem.com 2007 North American Specification ASD DATE: 4119/2018 Footlocker-Carlsbad SECTION DESIGNATION: 382S182-54 (50) (2) Boxed lnPut Propert1n: Web Height= Top Flange= Bottom Flange = Stiffening Lip = Punchout Width = 3.625 in 1.625 in 1.625 in 0.500 in 1.500 in Header/Beam Solver Daalgn Data -Simple Span Design Thickness= Inside Comer Radius = Yield Point Fy = Fy With Cold-Work, Fya = Punchout Length = Deflection Limit U240 Header/Beam Span 10.33 ft Dead Load = 100.0 lb/ft DL Multiplied by 1.00 for Strength Checks Check Flexure Flexural Bracing: KyLy = 48.0 in Cb= 1.00 lyy (Box)= 1.308 in'4 J (Box) = 2.174 in'4 Lu= 723.2 in Mmax = 1334 Ft-Lb<= Ma= 2213 Ft-Lb Check Deflec:tlon Deflection Limit: U240 Maximum Deflection = 0.498 in Check Shear Vmax = 517 lb (Including Flexural Load Multiplier) Deflection Ratio = L/249 Shear capacity not reduced for punchouts near ends of member Va= 6743 lb>= Vmax Check Web Crippling Rmax = 517 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1. 00 in Ra = 1269 lb >= Rmax, stiffeners not required 0.0566 in 0.0849 in 50.0 ksi 50.0 ksi 4.000 in ClarkWestern Bulldlng Systems cw Tech Support: (888) 437-3244 clarkwestem.com 2007 North American Specification ASD DATE: 4119/2018 Footlocker-Carlsbad SECTION DESIGNATION: 800S162-43 [33] (2) Boxed Input Properties: Web Height= Top Flange= Bottom Flange = Stiffening Lip = Punchout Width = 8.000 in 1.625 in 1.625 in 0.500 in 1.500 in Header/Beam Solver Design Data -Simple Span Design Thickness = Inside Comer Radius = Yield Point, Fy = Fy With Cold-Work, Fya = Punchout Length = Deflection Limit L/240 Header/Beam Span 12.00 ft Dead Load = 100.0 lb/ft DL Multiplied by 1.00 for Strength Checks Check Flexure Flexural Bracing: KyLy = 48.0 in Cb= 1.00 lyy (Box)= 2.071 in•4 J (Box)= 5.253 in•4 Lu= 890.9 in Mmax = 1800 Ft-Lb <= Ma = 3357 Ft-Lb Check Deflection Deflection Limit L/240 Maximum Deflection= 0.175 in Check Shear Vmax = 600 lb (Including Flexural Load Multiplier) Deflection Ratio = L/824 Shear capacity not reduced for punchouts near ends of member Va= 2102 lb>= Vmax Check Web Crippling Rmax = 600 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1. 00 in Ra = 494 lb < Rmax, STIFFENERS REQUIRED 0.0451 in 0.0712 in 33.0 ksi 33.0 ksi 4.000 in 2/8/2018 Design Maps Summary Report lilJSGS Design Maps Summary Report User-Specified Input Report Title Footlocker-Carlsbad, CA Thu February 8, 2018 17:36:05 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 33.15848°N, 117 .34585°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III USGS-Provided Output S5 = 1.151 g S1 = 0.441 g SMS = 1.197 g SM1 = 0.688 g S05 = 0.798 g SD1 = 0.459 g For information on how the 55 and 51 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MC& R~ponse Spe,ctrum Cl.Ill l.lll Q..8J I.Cl!! a..n (19!5 0..154 ~ ~ oi ._, Cl1Z :§ 0..48 0 o.m VI 0 O..<o VI (14'1 '1J2 Cl.J!5 <12• Ql4 0.1~ Cl 12 (100 +-~+---4~-+-~4-~+-~+---4~-+-~-+-~ 0.00 +-~+---4~-+-~-4--~-l-~+----+~-+-~-4----1 ClOJ CllD 0. <Q 0..6J 0..8::J 1.00 I lll 140 I.SI UtJ 2.00 (l(JJ CllO O.<(J Cl&! 0.tlJ 1.00 I .2Q I <(J I.SJ l..8J 2.0J Period. T (,ec) Period. T (,ec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. https://earthquake.usgs.gov/cn 1 /designmaps/us/summary.php?template=minimal&latitude=33.158480000000054&1ongitude=-117 .34584999999993&s... 1 /1 Test and Balance Report Certification we green ENERGY SOLUTIONS The contents of the report include: • Air balance report certification statement • Pre-Balance Checklist • Air test and balance report • NCI Air Balance Certification Certificate Test data taken from the system included in this project are enclosed in this report. The test data reflects the operating functional condition of the system at the time the tests were taken. Any variances from the design quantities which exceed tolerances are not noted throughout this report. The system requiring air balance testing was found to meet air balancing standards in accordance with requirements. I hereby certify that the data presented in this report is an exact record of the system performance and was obtained in accordance with the National Balancing Institute Practical Standards for Testing, Adjusting and Balancing Light Commercial Heating and Cooling Systems. Nathan Gray We Green, Inc. NCI Certification# 17-179-14 Expiration Date April 27, 201~ Air Balancer Cert #. 11-119-14 Expires: 04/2712019 DATE 6/29/2018 PROJECT Foot Locker SYSTEM RTU 1 TECHNICIAN Nathan Gray 0 r--("') ("') r-- C"'l N ("') (..) (l) ~ 'i z +-> N (I) Ol m z -<{ Ol ~u~ w -co w C O CO 0:: ·-Cl co (!) :i:: (l) ~ :::J ·-w w c::: 0 z s: LO C Q -st <ll I ~ (I) a... E 0 u c..i C C (l) (l) ~ (') (l) s Before requesting air balancing for this project, please review each of the items below and indicate if each has or has not been completed. An HVAC system that is not 100% completed cannot be air balanced. Yes No ~ D ~ D ~ D ~ D ~ D ;gJ D ~ D All equipment, fans, exhaust fans and accessories have been started up and are fully functional Refrigerant systems are charged and heating systems have fuel and have been verified to be functioning All thermostats, controls and economizers are installed and functioning All related electrical, mechanical and alarm systems are complete, tested and verified to be within specification The air filters are installed and clean. Any filters used during the construction process have been replaced Manual volume dampers and fire dampers are open and damper handles and access doors are accessible Will an experienced HVAC supervisor be available to repair system defects discovered during the balancing? Please provide the following information Date and time project will be ready Friday June 29, 2018 at 10 AM Installing Contractor Name: Schroeder, Construction & Developmen HVAC Install Supervisor: David Gulczynks Install Supervisor cell phone number : 619-540-0563 Other comments ~~~~~~~~~~~~~~~~~~~~ If conditions change, please contact Shannon Phillips (310)439-8229 © 2011, NCI Inc. DATE 6/29/2018 PROJECT Foot Locker ADDRESS 2525 El Camino Real, Space 207, Carlsbad CA 92008 CONTACT NAME David Gulczynksi u 0 CV) r::: C: (") N (") (") ~ 'T 'lie N ' C: a, ~ "O <t: a, Cl) 0:: a, Cl) u~ C 00 ... ii: 0 00 (!) :, "' 00 Cl>~ Cl) o:: o iii U) C C ~ 'T C\l 0 (!) (/) .<: (") 0.. -- COMMERCIAt. AIR TEST AND BALANCE REPORT DATE 6/29/2018 FAN NAMEPLATE SYSTEM AIRFLOW REQUIRED ACTUAL MANUFACTURER Carrier Supply Register Airflow 3995 3875 PROJECT MODEL 50HCQD12A2A5A Return Grille Airflow 2540 2710 SERIAL 1018P04963 Outside Air CFM 1450 1563 Foot Locker TYPE Package Unit TEMPERATURES DESIGN ACTUAL SIZE 10 Tons Entering Air Temperature 72 74 ADDRESS LOCATION Roof Exiting Air Temperature 52 54 Temperature Change 20 20 Outdoor Air Temperature 72 74 2525 El Caminito Real,Space 207, Carlsbad CA 92008 jNotes II II I I SYSTEM RTU # 1 I READINGS BY Nathan Gray REGISTERS AND GRILLES Room Grille Design Initial Final Percent of Name No. CFM CFM CFM Required Main S1 355 410 320 90% S2 310 200 296 95% S3 310 198 304 98% S4 310 210 290 93% 0 S5 310 232 300 96% s:: 0 I'-("') ("') I'- S6 310 271 279 90% -("') N ("') (l) ..-..,. S7 310 236 280 90% s:: u5 N ..-CJ) CJ) S8 355 600 323 90% Cl) -0 <{ CJ) Cl) Cl:'.'. u 00 C 0 00 s... ~ en ~ Wharehouse 59 185 430 191 103% (l) (!) ::J 0 w S10 190 255 201 105% Cl:'.'. z LC) C 0 S11 190 263 196 103% Cl) 'V (IJ <D Cf) I S12 190 229 208 109% 3: ("') Cl.. S13 190 284 199 104% S14 190 110 188 98% S15 185 242 205 110% 516 105 62 95 90% Total Supply 3995 4238 3875 96% Remarks <1:>2016 NCI, Inc. CB206-12/12 ~tmfitml ~ IDTmmtrrimd ~ir )1l1mrrrr NATHAN GRAY Has successfully completed the required training and passed the written exam by the ~illfillffllliill ~,mfmnrt ~utifutr to perform HVAC commercial system balancing up to 20 tons, according to NCI practical standards and procedures. Certified Since (,OPlfotl-~ ~ /J Certified •e, zj Air IJolancet" ; I ced~14 s Explt8s.·,ffl712(Hrl April 27, 2017 as administered and recognized by l ~~ /, ...__. C ~l "~~ Rob Falke, President ~-s···~. ~r r;~4,·\.~~~ .. ,,~':\1V ·~~r:;-"o,·::;,,~·:~.:."'v.~·:-<;<=1.:f~\:'~· ~~flv'li~~~~::---'i'fc:c'.)l{rc"1~'i,'-? ~J<)~t~ .. :?f~?~~,,1\,;':~ .. v· /\~~~:;,,7 ~/(!v 1~~, 1 ', ,-,~, •\'" "\ ,..,~,, '''-"1 _>)J •'1~ '--,.., -Y ' '-~"' I'\.~ V fr<~~~--"' ,.t ,.--'!Z " k'S-1 '-!~ l~ " ~ ' ' ~~~~/'f) -~ =~"-r~'1J~"'sz_~ ~'= '/' . " ' .... , , ··~ . c:::ic:a _ .. _._ CONTRACTORS STATE LICENSE BOARD ACTIVE LICENSE ,~CORP "···-· HORIZON RETAIL CONSTRUCTION INC ,.,_,,_ 09/30/2019 & www.cslb.ca.gov I";! ~ I DATE(MM/DDNYYY) AC:CJRIJ9 CERTIFICATE OF LIABILITY INSURANCE ......._._ 03/09/2018 THIS CERTIFICATE IS ISSUED AS A MATIER DF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Aon Risk services Central, Inc. PHONE (920) 437-7123 Ir~. No.I: (920) 431-6345 Green Bay WI office (AJC. No. Ext): 111 N. Washington Street, Suite 300 E-MAIL P. 0. BOX 230 4 ADDRESS: Green Bay WI 54305-3004 USA INSURER(S) AFFORDING COVERAGE NAIC# INSURED INSURER A: zurich American Ins Co 16535 Horizon Retail construction. Inc. INSURER 8: 1500 Horizon Drive The continental Insurance company 35289 Sturtevant WI 53177 USA INSURERC: INSURERD: INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER· 570070404406 REVISION NUMBER· THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested i.TFi TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/D IMMID LIMITS A X COMMERCIAL GENERAL LIABILITY ni,ui -, ·-·-EACH OCCURRENCE Sl,000,000 -D CLAIMS-MADE 0occuR General Liability ·-·-.. ·--$500,000 -PREMISES rEa occurnmettl MED EXP (Any one person) $10,000 PERSONAL & ADV INJURY $1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $2,000,000 ~ 0PRO 0 $2,000,000 POLICY: X JECT X LOG PRODUCTS -COMP/OP AGG OTHER A AUTOMOBILE LIABILITY 5919210 03/29/2018 03/29/2019 COMBINED SINGLE LIMIT $1,000,000 Commercial Automobile /Ea accident\ -X ANY AUTO BODILY INJURY ( Per pe~on) -OWNED -SCHEDULED BODILY INJURY (Per accident) X -AUTOS ONLY -AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE X X rPer accidenll -ONLY -AUTOS ONLY B X UMBRELLA LIAB H OCCUR ov45947002 03/29/2018 03/29/2019 EACH OCCURRENCE )10, 000 I 000 ~ umbrella AGGREGATE $10,000,000 EXCESS LIAB CLAIMS-MADE OED J X !RETENTION $10,000 A WORKERS COMPENSATION AND 5~1:>«.U:> 1 " XI ~ffruTE I l~JH-EMPLOYERS' LIABILITY YIN workers compensation ANY PROPRIETOR I PARTNER I EXECUTIVE ~ E L EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? NIA (Mandatory In NH) E.L. DISEASE-EA EMPLOYEE $1,000,000 g~;~~~S:¥[3~ 1)nFd0PERATIONS below E.L. DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more s~ce Is required) RE: LICENSE #676686 CERTIFICATE HOLDER CONTRACTORS STATE LICENSE BOARD 9821 BUSINESS PARK DRIVE SACRAMENTO CA 95826 USA ACORD 25 (2016103) CANCELLATION SHOULD ~y OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD - - June 26, 2018 City of Daly City 333 90th Street Daly City, CA 94015 Re: Footlocker Shoppes at Carlsbad 2525 El Camino Real Space #207 Carlsbad, CA Header Substitution To Whom It May Concern: NICK SUNG, P .E. CONSUL TING ENGINEER 3260 W. HENDERSON RD., SUITE 10 COLUMBUS, OHIO 43220 RECEIVED JUN 2 6 2018 CITY OF CARLSBAD BUILDING DIVISION This is to inform you that the substitution of the (2) 6"-16 ga. metal box headers for the (2) 8"-18 ga. metal box headers originally specified on sheet S1 .1 of the above-referenced project is acceptable and was approved prior to installation. I hereby certify that the (2) 6"-16 ga. metal box headers are sufficient to resist all applicable loads per Code. It has been a pleasure to serve you in this matter. Please feel free to contact me if I can be of any additional assistance. Sincerely, Nick Sung, P.E. RECORD COPY Phone: (614) 326-2806 I Fax: (614) 326-2805 I E-mail: lewiseng@rrohio.com