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HomeMy WebLinkAbout2525 EL CAMINO REAL; 207; CBC2018-0230; PermitPermit No: CBC2018-0230 Tenant Improvement Work Class: Lot U: Reference U: Construction Type: Bathrooms: Orig. Plan Check U: Plan Check U: Print Date: 08/28/2018 Job Address: 2525 El Camino Real, 207 Permit Type: BLDG-Commercial Parcel No: 1563022700 Valuation: $10,000.00 Occupancy Group: # Dwelling Units: Bedrooms: Status: Closed - Finaled Applied: 04/26/2018 Issued: 06/27/2018 Permit Finaled: Inspector: Final Inspection: 8/28/2018 9:54:46AM (?ityof Carlsbad Commercial Permit Project Title: Description: FOOTLOCKER: 4,500 SF RETAIL TO RETAIL TI TO INCLUDE STORE ROOM RACKING Applicant: Owner: Contractor: JACOB WEBSTER R P I CARLSBAD LP HORIZON RETAIL CONSTRUCTION INC 1236 Portola Ave TORRANCE, CA 90501 1114 Avenue Of The Americas, Floor 45 1500 Horizon Dr 310-702-7852 New York, NY 10036-7700 STURTEVANT, WI 53177-2066 214-660-5232 x215232 262-638-6000 BUILDING PERMIT FEE ($2000+) $114.96 BUILDING PLAN CHECK FEE (BLDG) $80.47 FIRE High Piled Storage $733.00 5B1473 GREEN BUILDING STATE STANDARDS FEE $1.00 STRONG MOTION-COMMERCIAL $2.80 Total Fees: $932.23 Total Payments To Date: $932.23 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 actionto attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov FFI OLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: [::]PLANNING EJENGINEERING DBUILDING DFIRE EJHEALTH DHAZMAT/APCD Building Permit Application Plan Check No3C(g... O?j Est. Value zq (7,C i t y of 1635 Faraday Ave., Carlsbad, CA 92008 Cd1sbad Ph: 760-602-2719 Fax: 760-602-8558 Plan Ck. Deposit email: building@carlsbadca.gov Date L1 - www.carlsbadca.gov JOB ADDRESS . 2$2S I SUITE#/SPACE#/UNIT# I I AP I - - - CT/PROJECT# LOT# PHASE# #OFUNITS J OBEDROOMS #BATHROOMS TENANT BUSINESS NAME CONSTR.1YPE OCC. GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) 7:1 p C.- 4,Y +t /V C 1,V o( f4C.i, flcø# f? t+V " ±zr EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE I AIR CONDITIONING I FIRE SPRINKLERS YES #. NOE YES ENO J YES[] NOII APPLICANT NAME . PROPERTY OWNER NAME Primary Contact ADDRESS 44- ADDRESS CITY STATE ZIP CITY STATE ZIP PHON& IFAX (3iV)_7oZ-7~7I PHONE FAX EMAIL k/e26.s*er-I* C 17 ) I.. cc'.__ EMAIL DESIGN PROFESSIONAL 5'7 CONTRACTOR BUS. NAME s4a I ADDRESS 50 Z- 1/j-1hs7 ft..'FO ADDRESS 1,500 itorleaw CITY STATE AIT ZIP STATE wr ZIPS PHONE ' 775 FAX P)IONE .Loo2r) k126sg-600 EMAIL 7-/€+,z (0 ISTATE LIC. # STATE LIC.# We CLA CITY BUS. LIC.# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001). Workers' Compensation Declaration: (hereby affirm under penalty of perjury one of the following declarations: [1 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1111 have and will maintain workers' compensation, s required be Section 3700 of the Labo Code, for the performance of the wtc for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. ri C/t 11W-ri ('/4 Policy No. 5 J (j _ Expiration Date 3 This section need not be completed if the permit is for one hundred dollars ($100) or less. []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 work 'compensation cover i nlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in provided for addition to the cost of compensation, da g as e on 06 of the Labor code, interest and attorney's fees. CONTRACTOR SIGNATURE _j E] AGENT DATE I hereby affirm that lam exempt from Contractor's License Law for the following reason: El 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 Contractors 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). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors 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). I1I am exempt under Section ______________Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. Dyes IlNo I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone /contractors' license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address / phone / type of work): ..PROPERTY OWNER SIGNATURE [-]AGENT DATE WEI 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? Yes No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air Quality management district? Yes No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes , No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lenders Name Lender's Address moms II I I certhythat I have road the application and state that the above information is correctand that the information on the plans is accurate. I agree to complywith all City ordinances and State laws retabngto building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN .. AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 50' deep and demoF - rconstruction of slructu ver3 stories in height. EXPIRATION: Every permit issued by the Building Official und 'p'jrns.rsti Code shall e imitation and become null and void tithe building or work authorized by such permit LS not commenced within 180 days from the date of such permit or if the buildi au by such / it is su ed or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4,4 Uniform Building Code). ...APPLICANT'S SIGNATURE DATE P1J 4c AP ' STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUPANCY fCo mm erci a ll1Ag Only ) Fax (760) 602-8560, Email buiIdinpcarIsbadca.Qov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC. No. DEUVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On P. 1) ASSOCIATED CB#__________________________ MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On pg. 1) NO CHANGE IN USE / NO CONSTRUCTION MAIL/ FAX TO OTHER: CHANGE OF USE/ NO CONSTRUCTION .APPLICANT'S SIGNATURE DATE =s1T,.00-- PermitType: BLDG-Commercial Application Date: 04/26/2018 Owner: R P I CARLSBAD LP Work Class: Tenant Improvement Issue Date: 06/27/2018 Subdivision: CARLSBAD TCT#76-18 Status: Closed - Finaled Expiration Date: 12/24/2018 Address: 2525 El Camino Real 207 Carlsbad, CA 92008-1206 IVR Number: 10982 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 07/06/2018 07/06/2018 BLDG-14 063301-2018 Failed Michael Collins Reinspection Complete Frame/Steel/Bolting! Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 08/28/2018 08/28/2018 BLDG-Final 068476-2018 Passed Michael Collins Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes August 28, 2018 Page lofi NICK SUNG, P.E. CONSULTING ENGINEER 3260 W. HENDERSON RD., SUITE 10 COLUMBUS, OHIO 43220 June 26, 2018 City of Daly City 333 9091 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: This is to inform you that the substitution of the (2) 6"-16 ga. metal box headers for the (2) 8"-16 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, C49 6/z. 6//i Nick Sung, P.E. Phone: (614) 326-2806 I Fax: (614) 326-2805 / E-mail: lewiseng©rrohio.com GHOSTRIDER INC. Any Where Any Time PH. 619-379-0735 Around the World, Around the Clock Fax 619-367-5791 P.O.Box 4429 Oceanside, CA 92052 E-mail, Ghostriderincsbcglobal.net web, site www.ghostrider.com CLIENT Owner DATE 6/13/2018 ARCHITECT Tricarico Architecture and Design 502 Valley Road Wayne, NJ 07470 ENGINEER Nick Sung 3620 W Henderson Suite 10 Columbus, OH 43220 CONTRACTOR Horizon Retail PROJECT Foot Locker Shoppes at Carlsbad ADDRESS 2525 El Camino Real CITY Carlsbad 92008 JOB # Ghostrider, Inc. BUILDING PERMIT/DSA/OSHPD# CBC2018-0229 PLAN FILE# Not Applicable W.O.# Store #7451 I ECTIO i SAMPLES QTY. MATERIAL DESCRIPTION - - - CHECKLIST Hilti KB-TZ Anchors Concrete, PSI: Unknown Approved Plans Available Anchor Bolts: Hilti KB-TZ ESR 1917 Compressed Air Blow,Brush,Blow Bottle Brush Nylon 3/8" Dia. Calibrated Torque Wrench Weather Indoors Safety Gear: Hardhats,Glasses REMARKS: Inspected installation of Hilti Kwik Bolt 3 (Carbon Steel/ Stainless Steel) anchor bolts. Contractor drilled 3/8" Dia. X 3" deep holes and cleaned them with compressed air; anchors were installed with a hammer and torqued with calibrated torque wrench. Work was not completed and required a second inspection. reported vWrkiii the, ise appro ved p!ans, specfithtiäiWd applicable sections of the building codes. For this report to be valid it must have afinal report, signed by the special inspector, stating "Final Report of inspection and material testing Without aflnai report this-document-15 invalid This report covers the locations of the work reported only and doesn t constitute engineering opinion or project control Time in: Time out: Signature___________________________ - . L. M''otsinaer Authorization: THE DEPUTYS A.W.S. & I.C.C. 5003485& San Diego #728: This is not a government form. The Federal, State. County and City seals only signify that inspections are conducted under Federal, State, County and City Codes 12016', C.B.C.J. This document is not used for advertising, marketing or promotions This document is used to convey compliance with the Codes. Ghostrider, Inc. 01-2008. Rev. (19) 1/2016 GHOSTRIDER INC. Any Where Any Time PH. 619-379-0735 Around the World, Around the Clock Fax 619-367-5791 P.O.Box 4429 Oceanside, CA 92052 E-mail, Ghostriderinc@sbcglobaLnet web, site www.ghostrider.com CLIENT Owner DATE 6/26/2018 ARCHITECT Tricarico Architecture and Design 502 Valley Road Wayne, NJ 07470 ENGINEER Nick Sung 3620 W Henderson Suite 10 Columbus, OH 43220 CONTRACTOR Horizon Retail PROJECT Foot Locker Shoppes at Carlsbad ADDRESS 2525 El Camino Real CITY Carlsbad 92008 JOB # Ghostrider, Inc. BUILDING PERMIT/DSA/OSHPD# CBC2018-0229 PLAN FILE# Not Applicable W. 0. # Store # 7451 INSPEC~IFN 11 SAMPLES CITY MATERIAL DESCRIPTION --CHECKLIST -- Hilti KH-EZ Anchors Concrete, PSI: Unknown Approved Plans Available Anchor Bolts: Hilti KH-EZ ESR 3027 Compressed Air Blow,Brush,Blow Bottle Brush Nylon 3/8" Dia. Calibrated Torque Wrench Torque Applied 22 ft. lbs. Safety Gear: Hard hats,Glasses Weather Indoors REMARKS: Inspected installation of Hilti KH-EZ (Carbon Steel/ Stainless Steel) anchor bolts. Contractor drilled 3/8" Dia. X 3" deep holes and cleaned them with compressed air; anchors were installed with a hammer and torqued with calibrated torque wrench. Work on project is on-going. ERTIFICAT1ON OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otheiwisiñotëd, substantially complies with apprd plans, specificatior applicable sections of the building codes. For this report to be valid it must have afinal report, signed by the special inspector, stating "Final Report of inspection and men testing"..Without ofinal report this document is invalid This report covers the locations of the work reported only and doesn't constitute engineering opinion or project Co Time in: Time out: Signature IR. L. MotsIng Authorization: THE DEPUTYS A.W.S. & I.C.C. 5003485& San Diego #728: This Is not a aavernment form. The Federal, State, County and City seals only signify that Inspections are conducted under Federal. State. County and City Codes (2016', C.B.C). This document is not used for advertising, marketing or promotions. This document Is used to convey compliance with the Codes. Ghostrider, Inc. 01-2008. Rev. (19) 1/2016 EsGil A SAFEbui1tCompany DATE: 5/7/2018 LI APPLICANT URIS. JURISDICTION: Carlsbad PLAN CHECK #.: CBC2018-0230 SET: I PROJECT ADDRESS: 2525 El Camino Real #207 PROJECT NAME: Foot Locker Shelveing / Storage Racks El 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. El 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: ) Email: Mail Telephone Fax In Person REMARKS: Applicant to transfer red clouded clarification on sheet S1.0 detail 6 to the approved City I set prior to permit issuance. By: Jason Pasiut Enclosures: EsGil 4/30/2018 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 ' Carlsbad CBC2018-0230 5/7/2018 [DO NOT PAY - THIS IS NOT ANINVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0230 PREPARED BY: Jason Pasiut DATE: 5/7/2018 BUILDING ADDRESS: 2525 El Camino Real #207 BUILDING OCCUPANCY: M BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) 10,000 Air Conditioning Fire Sprinklers TOTAL VALUE 10,000 Jurisdiction Code ICb IBY Ordinance I 1997 UBC Building Permit Fee wl 1997 UBC Plan Check Fee V Type of Review: Repetitive Fee Repeats L71 El Complete Review El Other El Hourly EsGil Fee fl Structural Only Hr. @ * I $65.321 Comments: Sheet 1 of 1 STRUCTURAL CALCULATIONS for STEEL STORAGE RACKS FOOTLOCKER STORE #7541 Shoppes at Carlsbad 2525 El Camino Real SPACE #207 Carlsbad, CA 92008 TOTAL NUMBER OF SHEETS (INCLUDING COVER): 10 DATE: APR. 19, 2017 Page 'COCO 1 S 6vo4 ia Building Hilti Kwik HUS-EZ (ESR-3027) Self drilling screws (ESR-1271) lying Data: Height of shelving Unit (feet) = ht = f 12.00 If Loads: Maximum Live Load per Shelf (lbs.) = Width of Shelving Unit (feet) = w = 4.00 Depth of Shelving Unit (feet) = d = 2.00 Total Number of Shelves per Unit = 6 Vertical Shelf Spacing (inches) = = L 24.00 80 Actual Dead Load per Shelf (lbs.) = 25 iatuons: Design per ASCE 7-10 Shelving units are to be designed per ASCE-7 ASD load combinations as well as RMl ASD load combinations. A review of RMI ASD load combinations indicates the following: Combinations 1 & 2: DL (only) and DL + LL: These load combinations are covered in the ASCE 7-10 load combinations. Combination 3: .75(DL - .67EL + Plapp): This load combination is for determining maximum leg uplift. This combination produces Dead Load that is greater than that required by ASCE 7 and produces Seismic Load that is less than ASCE 7. Therefore, combining the two will produce less leg uplift than the similar ASCE 7 combination. Combination 4: .75(DL+LL+.67EL): This load combination is to find maximum gravity plus seismic effect on the unit. Again, the ASCE 7 load combinations with gravity plus seismic produces larger load and will therefore control the design. Combination 5: DL+LL+lmpact Load: This combination is required at beam design only. A review of ASCE 7 ASD load combinations indicates the following: Combinations 1, 2. 3. and 4: Are basically equivalent. The shelf and its contents are conservatively considered Dead Load for purposes of these load combinations. Combinations 5 and 8: Are nearly equivalent, however combination 8 will produce less deal load with an equivalent seismic load to combination 5. The lower DL decreases the shelving unit's resistance to overturning and will thus produce greater leg uplift and and downward loads while producing the greatest lateral seismic effect. Therefore combination 8 controls the design of the units. (0.6DL + 0.7EL) Combination 6 produces less seismic effect than combination 8. is dead load only and will not control the desi Page 2 Per ASCE 7-10 From attached USGS Data Sheet: Ss Si =0.441 j Assumed Site Class = D Fa= 1.040 F= 1.559 SMs = (Fa )(Ss) = 1.197 SM1 = (Fv )(Si) = 0.688 SDS = (2/3)(SMs) = 0.798 SD1 = (2/3)(SM1) = 0.458 Occupancy Category =11 Seismic Design Category = lE = I0](racks in Storage Rooms NOT accessible to the public) hn 12.00 R= 4 Qo= 2 Cd= 3.5 Ct = 0.02 X = 0.75 TCt(hn)5 = 0.129 C5 = (SDs)/(R/l) = 10.199 I Cs(max) = Sdi/(T)(R/l) = 0.889 I OK I Cs(min) = 0.044(SDs)(I) = 0.035 I OK If Si > 0.6, then Cs(min) = (0.5)(S1)/(R/I) = N/A I 0.00 I Therefore, Seismic Base Shear, V = C5W Consider two cases per ASCE 7-10: Case 1 = Weight of unit plus all levels loaded to 67% capacity Case 2 = Weight of Unit plus top shelf only loaded to 100% capacity CHECK FREESTANDING SHELVING - 2-0" WIDTH Page 3 Total Dead Load = 150 lbs. Total Live Load = 321.6 lbs. Total Load = 471.6 lbs. E = V = CsW = 94 lbs. (Seismic Base Shear) Seismic force V must be distributed laterally to each level as follows: w, h'. F=C V VX k - i From this we get the following lateral load distributions: hl = 4 inches Fl = 0.98 lbs. h2= 28.00 inches F2 = 6.86 lbs. h3 = 52.00 inches F3 = 12.74 lbs. h4 = 76.00 inches F4 = 18.61 lbs. h5 = 100.00 inches F5 = 24.49 lbs. h6 = 124.00 inches F6 = 30.37 lbs. 2-O Ri = 0.9(D-i-L)(d/2) - (X(Fxhx)) = I -282. lbs. Ry2 = D+L - Ri 754.5011b5. F6 ITHEREFOIE NET UPLI* I FS Vertical Seismic load effect per ASCE 7-10: Ev = 0.2DdsD = I 75.2411b5. F4 Therefore, maximum downward load = 829.74 lbs. F3 Therefore, maximum uplift load = -358.14 lbs. F2 Fl Page 4 Total Dead Load = 150 lbs. Total Live Load = 80 lbs. Total Load = 230 lbs. E = V = C5W = 46 lbs. (Seismic Base Shear) Seismic force V must be distributed laterally to each level as follows: = w1h k1 I %JI II U I0CI 01 load distributions: hl = 6 inches F1 = 0.45 lbs. h2= 30.00 inches F2 = 2.27 lbs. h3 = 54.00 inches F3 = 4.08 lbs. M = 78.00 inches F4 = 5.89 lbs. h5 = 102.00 inches F5 = 7.71 lbs. h6 = 126.00 inches F6 = 9.52 lbs. 2'-O' Ryi = 0.9(D+L)(d/2) - (Z(Fxhx)) = I -227. lbs. Ry2 = D+L - Ri = 457.9811b5. F6 ITHEREFOE NET UPLIF FS I Vertical Seismic load effect per ASCE 7-10: Ev = 0.2DdsD = 36.7Olbs. F4 Therefore, maximum downward load = 494.68 lbs. Therefore, maximum uplift load = -264.68 lbs. F3 Therefore. CASE 1 Governs F2 Pup = Mlbs. lbs. Pdown =lbs. Piaterai = Fl Page 5 Floor: Base Plate/Clip: Check Plate Thickness ofL ll1ga. = 10.1196_un. Pa = 829.74 lbs. Fv= 36,000 psi B= 3.5 in. N= 13S in. bf= 3m. d= 1.5 in. m = (N-0.95d)/2 = 0.1625 in. n = (B-0.8bf)/2 = 0.55 in. Governs n' = V(dbf)/4 = 0.53 in. I = max. of m, n, and n' F 33P = 0.062 inches < 0.12 in. OK Plate Connection to Post: (2) 1/4" dia. TEK screws Maximum uplift= -358.l4 lbs. Uplift resisted by (2) screws, therefore -179.07 lbs. per screw Maximum lateral load = 94 lbs. Lateral Load resisited by (2) screws, therefore 47.0 lbs. per screw Vtot = V(Pup1'2+Piat"2) = 185 lbs. per screw Vailow = 645 lbs. from ICC ESR report Therefore, (2) 1/4" dia. TEK screws OK Page 6 Check Wedge Anchors: (2) 3/8" dia.x 2 1/2" embedment Hilti Kwik HUS-EZ Normal weight concrete, ft = 2500 psi PiatV = 47.0 lbs. Pup= T = -179.07 lbs. Tallow = 1334 lbs. Vatiow = 905 lbs. Tappii,i + apph ~ 1.2 Ta,,ob,94sD 0.19 rOK I Check ConcreteSlabPuncture: Pdown = 829.74 lbs. Vu= (1.7)Pdown = 1410.56 lbs. Slab t= 3.5 in. Base Plate Dimensions: Bi = B2 = 3.5 in. 1.75 in. Concrete shear area 2(131 + 132)t = 36.75 inA2 DVn = (0.85)2Vf'c(Ac) = 3123.75 lbs. ' 829.74 lbs. DoubleRivetBeamType1 (per ARCO Industries) t=l4ga.= 0.07471n. Sx= 0.119 jA3 F= 36,000 psi 1x 0.200 jA4 Load per level = 40 lbs. + 20 lbs. (self weight) = Load per beam = 30 lbs. Max. beam span = 4ft. M = wLA2/8 = 180 in.-lbs. b/t = 14.6419 < 155 VF = 25.83, therefore Qs = 0.94 Fb 0.6QsFy = 20304 psi Sreq = M/Fb = 0.106383 in"3 OK deflection = 0.007448 in. OK Page 7 Double Rivet Beam Type 2 (per ARCO Industries) t=l4ga.= 0.0747 in. 5= 0.105 inht3 F= 36,000 psi l= 0.055 inA4 Load per level = 40 lbs. + 20 lbs. (self weight) = 60 lbs. Load per beam = 30 lbs. Max. beam span = lit. M = wlJ'2/8 = 45 in.-lbs. b/t = 12.55 < 155VFy = 25.83, therefore Qs = 0.94 Fb = 0.6QsFy = 20304 psi Sreq = M/Fb = 0.026596 inA3 OK deflection = 0.000106 in. OK Rivet Beam Connection to Column Connection must be designed for 1000 lb. upward force Each beam/column connection is made with (2) 1/4" dia. Rivets Arivet 0.049in"2 Fv= 17.5 ksi = 17,500 psi Valiow FvA = 858 lbs. per rivet Total Vailow 1715 lbs. > 1000 lbs. OK Check Moment Connection: A502-1 Rivet per AISC Table I-D "Shear" page 4-5 See above for VaUow Calculation Rivets are 1.5 inches apart, therefore allowable maximum moment = (858 lbs)(1.5") = 1286.25 in.-lbs. From Finite element analysis, max. moment = 1124 ft-lbs. Page 8 T-Shape Shelving Unit Upright: Per ARCO Industries t=14ga.= 0.7471n. A= 0.386inA2 Q=Qs= 0.75 S 0.099inA3 Rmin = 0.054 in. I = 0.100in"4 Fy 36 ksi L = 12 ft. (top 1'-8" is not loaded) Lateral Load = 47 lbs. per leg Vertical Load = 829.74 lbs. Check Bending: Distributed lateral load = 4.55 plf Mmax = 49.53442 ft-lbs. fb=M/S= 6.004173 ksi Fb= 16.2 ksi I OK Check Axial Load: faP/A = 2.15 ksi Fa = 19.37 ksi (from AISC equation E2-1 and A-135-11) Combined Axial and Bending: Unity Check = 0.481603< 1.0 OK I Page 9 2/8/2018 Design Maps Summary Report IJSGS 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 33.158480N, 117.34585°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/Il/Ill USGS—Provided Output S= 1.151g 5MS 1.197g S= 0.798g S1 = 0.441 g Smi = 0.688 g S01 = 0.459 g For information on how the SS and Si 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. MCER Response Spectrum rl 72 0.2 00] I I I I I 0.0] 0.2] 0.41] 1]40 0.3] LOU L20 L40 1.8] 1,3] 2.03 Paned. T (see) DesignResponse Spectrum am 0.72 WS4 005 CaL 40 0.32 0.2* 0. IS 0/)] 020 0.40 0.83 02] 1/)] I.2] 1.40 123 23 2.0] Paclod. T (see) 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. ill REGISTERS AND GRILLES Room Name Grille No. Design CFM Initial CFM Final CFM Percent of Required Main SI 355 410 320 90% S2 310 200 296 95% S3 310 198 304 98% S4 310 210 290 93% S5 310 232 300 96% S6 310 271 279 90% Si 310 236 280 90% S8 355 600 323 90% Wharehouse S9 185 430 191 103% 810 190 255 201 105% 811 190 263 196 103% S12 190 219-1-208 109% S131 190 284 1 199 1 104% I Total Suoolv I I 3995 I 4238 I 3875 I I 96% I 0 Co r- - c) c C) C COO) a) v.<o) w #h co L c - O 'II w COMMERCIAL AIR TEST AND BALANCE REPORT DATE FAN NAMEPLATE SYSTEM AIRFLOW REQUIRED ACTUAL 6/29/2018 MANUFACTURER Carrier Supply Register Airflow 3995 3875 PROJECT MODEL 50HCQDI2A2A5A 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 Temoerature Chanae 20 1 20 2525 El Caminito Real,Space 207, Carlsbad CA 92008 SYSTEM RTU #1 READINGS BY Nathan Gray 2016 NCI, Inc. 1(ertif led Adalancer Ce?47944 es:4i2712019 $*1 mrnrô as administered and recognized by th fVatwnal Comfort Institute, Inc. Rob Falke, President J. II i j) trñndNIMBI , g NATHAN GRAY I,I \ Has successfully completed the required training and passed the written exam by the /141 uil ftufriufr to perform HVAC commercial system balancing up to 20 tons, /! iYi1 according to NCI practical standards and procedures. •\ Certified Since April 27, 217 -4111 ( Cb(- (9-0 1P Recording requested by: Ashlee Morgan Horizon Retail Construction, Inc. 100 Horizon Drive Sturtevant, WI 53177 Please return to Horizon Retail Construction- Attn: Ashlee Morgan (Address listed above NOTICE OF COMPLETION Notice is hereby given that: The Undersigned is: an Agent Owner of the interest or estate stated below, in the property hereinafter described. The full name of the Owner is: Foot Locker Retail, Inc., The full address of the Owner is: 330W. 34th St. New York, NY 'lOQOl The nature of interest of estate of the Owner is: Lessee The Full Names and full address of all persons,, if any who hold title or inter e s t w i t h the Owner named in the property are: None A work of improvement on the property hereinafter described was completed on 612912018 . The work done was for Interior finish of retail space. The name(s) of the Contractor, if any, for such work improvement was Horizon Retail Construction. The nature of the improvements to the real property: Tenant Improvements. The Property on which said work of improvement was completed in the City of Carlsbad , County of San Diego , State of California, and is described as follows: Foot: Locker #7541 The street address of said property is 2525 El Camino Real, Space 207 Carlsbad, 0A92008 - 6129/2018 Retai4Consttuction agent Alvarez - Superintendent) VERIFICATION i undersigned, say: 1 am the Project Manager declarant of the foregoiong Not i c e o f Completion. I have read said Notice of Completion and know the contents the r e o f , the same is true of my own knowledge. I declare under penalty of perjury tha t t h e foregoing is true and correct. Executed on this 29 day of June , 20 1A at Racine, Wisconsin. Name: Matt Bautch Signature: End of document High Pile Storage (HPS) Required Information The following information shall be completed and copied onto the HPS plans: Commodity Classification: 0 I 0 11 (El III 0 IV II. High Hazard (E[ Group A plastic Commodity detailed - following: Expanded plastic: Percent by votume:_%. Percent by weight:______ Non-expanded plastic: Percent by weight:______ Packaging consist of: j Cartoned E3 Free flowing 0 Non-expanding 0 Encapsulated (J Non-encapsulated LlOther The maximum storage height (solid pile rack 11 ç The following storage methods are employed at this facility (mark al that apply): Qsotld pile storage Dealletiz.ect KISingle row rack Docuble row rack D101uit1-row rack Ljother Rack storage shell: 0 N/A 0 Load beam only 0 WIre_mesh DWood slates 0 Plywood 0 Other (Describe): Nir. I- The area designated in the building and used for high piled storage is - _t square feet. CLASS commodity. sq it CLASS 11I_commodity,sq IL CLASSL\/commodity. sq ft. Smoke vents required bd No 0 Yes Fusible link degree F. E3 Draft Curtains Required? 0 Yes ONO The overhead We sprinkler system utilizes the following heads: O ESFR: K______at__________ PSI with _______Fl heads Slajdard Coverage Heads: K 11.1.. 0PundsnTl Upright I LAIT degree with a density of • npm over Zbo 0 square lest apaced at a maximum of e square feat per fire sprinkler. NFPA 13 Design Table: I 5.. '2 • '2.. 5' (.-) Curve: I I IS Minimum distance between top of storage and sprinkler deflector: I (C' Feet In-rack sprinklers required C] Yes IN No 0 There isFa, level(s) 01 In-rack fire sprinkler protection. Aisle width: - feet. S Fire access doors required? .0 Yes (Maximum distance of 100 lineal feel) 12]No Flue spces required? 0 Yes ElNo LI Flue space between racks shall be maintained a minimum at. Transverse ' clear. D Must be vertically aligned (for storage >25) Longitudinal clear 0 Column protection required? 0 Yes ONo C3 Pellet Stops Required? Dyes Ohio Longitudinal pallet stop corifTguration: Chain Link [3 Roll Form D C" Channel 0 Other__________________ Transverse Flue Pallet Slop configuration: O Mechanical meansJlue keepers, etc.) 0 Load beam markings 'Keep Clear Hand Stack? 0 No Li Yes # of tiers: Chain link required 0 No 0 Yes