The URL can be used to link to this page

Home My WebLink About2251 Rutherford Rd; ; CBC2018-0259; Permit(city of Carlsbad Commercial Permit Print Date: 12/20/2018 Permit No: CBC2018-0259 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: 2251 Rutherford Rd BLOG-Commercial 2120612000 $20,000.00 Work Class: Lot#: Reference#: Construction Type: Bathrooms: Orig. Plan Check#: Tenant Improvement Status: Applied: Issued: Permit Finaled: Inspector: Closed -Finaled 05/11/2018 06/21/2018 CRenf Plan Check#: Final Inspection: 12/20/2018 8:45:42AM Project Title: Description: THE KOLL COMPANY: EXTERIOR FACADE RENOVATION Applicant: Owner: Contractor: KENARD CONSTRUCTION CO INC KENNETH A RAY PACIFIC RESEARCH CENTER LP KENARD CONSTRUCTION CO INC 1830 Gillespie Way, Suite 105 El Cajon, CA 92020-0922 619-339-1S48 BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $352.82 3838 Camino Del Rio N, 300 SAN DIEGO, CA 92108 Total Payments To Date: $3S2.82 1830 Gillespie Way, Ste 105 El Cajon, CA 92020-0922 619-596-7500 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 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. $0.00 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov $203.66 $142.56 $1.00 $5.60 I • ( City of Carlsbad JOB ADDRESS CT/PROJECT# EXISTING USE APPLICANT NAME (Primary Contact) ADDRESS CITY PHONE EMAIL Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 780-80M71.9 Fax: 760-602-8558 email: bulldlng@carlsbadca.gov www.carlsbadca.gov SUITE#/SPACE#/UNIT# Est. Value Plan Ck. Deposit Date TENANTBUSINESS NAME GARAGE (SF) PATIOS (SF) DECKS (SF) PROPERlY OWNER NAME ADDRESS CITY PHONE EMAIL CONTRACTOR BUS. NAME STATE ZIP FAX STATE LIC. # FIREPLACE YES □#~-NO □ STATE FAX CONSTR. TYPE OCC. GROUP AIR CONDITIONING FIRE SPRINKLERS YES □ NOD YES □ NO □ ZIP (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 per_m1tto file a signed statement that he Is licensed pursuant to the provIsIons of the Contractor's License LawjChapter9, commending with Section 7000 of D1vIs1on 3 of the Business and Professions Code} or that he is exem.et therefrom, and the basis for the alleged exemption. Any violation of Section 031.5 by any applicant for a permit subJects the applicant to a civil penalty of not more than five hundred dollars [$500}). WORKERS' COMPENSATION 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 lo secure workers' compensation 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 compensation, damages as provid or in Se ion 3706 of the Labor code, interest and attorney's fees . .Ji'5 CONTRACTOR SIGNATURE I hereby affirm that I am exempt from Contractor's license Law for the following reason: □ L 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 lo 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 Contractor's License Law does not apply lo 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). □ 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 properly improvement. □ Yes □ 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/ 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/ contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons lo provide the work indicated {include name I address I phone I type of work): ,6'$ PROPERTY OWNER SIGNATURE □AGENT DATE ---··--··---------- '''¼N/j_'<\'.'\ Ji " f0V' "'"""-''1'TI"""'""' '° ' ""'; "'' 77\ 0 M P L E T E T H I S S E C T I O N F O R N O N • R II $ I D E N T I fl L B U II, D I •N ti P E R M I T S Q N'LJY:+ ' ,. ' " ' ' " "' ¥' ';;.,, ;7, 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 JF 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 application and state that the above infonnatlon is correct and that the lnfonnation on the plans is accurate. I agree to oomplywith all City ordinances and State laws relating to buildingoonstructlon. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned properfy for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LL'IBILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH W.Y IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA pennit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such pennit is not commenced within 180 days from the date of such pennit or if the building or · ed by such pem,it is suspended or abandoned at any time after the work is commenced for ape · of 180 days (Section 106.4.4 Uniform Building Code). _6$ APPLICANT'S SIGNATURE DATE PERMIT INSPECTION HISTORY REPORT (CBC2018-0259) Permit Type: BLDG-Commercial Application Date: 05/11/2018 Owner: Work Class: Tenant Improvement Issue Date: 06/21/2018 Subdivision: Status: Closed -Finaled Expiration Dato: 02/11/2019 Address: IVR Number: 11316 Actual Scheduled Date Start Date Inspection Type Inspection No. 07119/2018 07/19/2018 08114/2018 08/14/2018 12/20/2018 12/20/2018 December 20, 2018 BLDG-84 Rough Combo(14,24,34,44) 064404-2018 Checklist Item BLOG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers BLDG-18 Exterior Lath/Drywall 066998-2018 BLOG-Final Inspection Checklist Item BLDG-Building Deficiency 079435-2018 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Inspection Status Primary Inspector Passed Chris Renfro COMMENTS Inspected rough framing for exterior elevation, on front and back of building, OK to wrap. Special inspection report collected for epoxy anchor bolts Passed Chris Renfro COMMENTS Inspected exterior wrap prior to installation of siding Passed Paul Burnette COMMENTS PACIFIC RESEARCH CENTER LP PARCEL MAP NO 13194 2251 Rutherford Rd Carlsbad, CA 92008-8815 Reinspection Complete Complete Passed Yes Yes Yes Yes Yes Complete Passed Yes Complete Passed No No No No No Page 1 of 1 i~~ ~ CIT¥ or CARLSBAD RECORD COPY INSPECTION RECORD CBC2018-0259 2251 RUTHERFORD RD Building Division THE KOLL COMPANY: EXTERIOR FACADE RENOVATION 0 INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB 0 CALL BEFORE 3:00 pm FOR NEXT WORK DAY INSPECTION 0 FOR BUILDING INSPECTION CALL: 760-602-2725 2120612000 5/11/2018 OR GO TO: www.Carlsbadca.gov/Buildinq AND CLICK ON "Request Ins ection" DATE: CBC2018-0259 If "YES" is checked below that Division's approval is required mlQ!J._Q_rnJ1uesti!J_g a Final Building Inspection. If you have any questions please call the applicable divisions at the phone numbers provided below. After all required approvals are signed off-fax to 7G0-602-8560, email to bldgin§Ilections@carlsbadca. ov or bring in a COPY of this card to: 1635 Faraday Ave., Carlsbad. YES NO IF MARKED "YES", IT IS REQUIRED PRIOR TO ANY CONSTRUCTION Date Inspector STORM WATER PRECON MEETING REQUIRED 760-602-2725 Allow 24 hours IF MARKED "YES", APPROVAL REQUIRED PRIOR TO REQUESTING BUILDING FINAL ,. ......... . Fire Prevention 760-602-4660 Allow 48 hours Planning/Landscape 760-944-13463 Allow 48 hours CM&I (Engineering Inspections) 760-438-3891 cau before 2 pm Type of lnspectiorr Type of Inspection COD£# BUILDING Date Inspector CODE # ELECTRICAL #11 FOUNDATION #31 0 ELECTRIC UNDERGROUND O UFER #12 REINFORCED STEEL #34 ROUGH ELECTRIC/ EV CHARGER #66 MASONRY PRE GROUT #33 0 ELEC SERVICE #32 □TEMPORARY D GROUT D WALL DRAINS #35 PHOTO VOLTAIC #10 TILT PANELS #38 SIGNS #11 POUR STRIPS #11 COLUMN FOOTINGS CODE# MECHANICAL #14 SUBFRAME □ FLOOR □ #41 UNDERGROUND DUCTS & PIPING #15 ROOF SHEATHING #44 0 DUCT & PLENUM O REF. PIPING #13 00. SHEAR PANELS #43 HEAT-AIR COND. SYSTEMS #16 #18 INSUlATI0N OOERIORlATH BLDG-FINAL =:.::_------+----t------j CODS# COMBO INSPECTION #17 INTERIOR lATH & DRYWALL #81 UNDERGROUND (11,12,21,31) BLDG•FINAL lt82 DRYWALL,EXT lATH, GAS TES (17,18,23) CooE # PLUMBING Date Ins ector #83 ROOF SH EATING, EXT SHEAR (13,15) #22 □ SEWER&BL/CO D PL/CO #21 UNDERGROUND □WASTE □ WTR #24 TOP OUT □WASTE □WTR #27 TUB & SHOWER PAN #23 D GAS TEST □GAS PIPING A/S UNDERGROUND VISUAL #25 WATER HEATER A/S UNDERGROUND HYDRO Date Date Date Notes COPY OF CARD REQUIRED Inspector Ins ector Ins ector #28 SOlAR WATER BLDG-FINAL --1-------+------+.:.:A/'-'S'--U':-N=:D:":ER:'::G"-R:-:OU~N~D~FL~U~SH~------+----t------ A/S OVERHEAD VISUAL CODE# POOLS Date Ins ector A/S OVERHEAD HYDROSTATIC #51 POOL EXCAV / STEEL A/S FINAL #52 PLUMBING F/AROUGH-IN #53 ELEC /CONDUIT/WIRING F/A FINAL #54 EQUIPOTENTIAL BOND FIXED OOINGUISHING SYSTEM ROUGH-IN #55 PREPIASTER /FENCE/ALARMS FIXED EXTING SYSTEM HYDROSTATIC TEST #57 GUNITE FIXED OOINGUISHING SYSTEM FINAL BLDG-FINAL MEDICAL GAS PR~ES~S~U~R~ET~ESc:'.T.'.._ ____ +-----t------ --"-~':..':.'.~c_--------t--------t----7--;M;;;E;;O;;:IC;,A,-;LG;;-;A;;,S.,iFINAL REV g;·, 7 SEE BACK FOR SPECIAL NOTES ' .c~ORD COPY PROJECT NAME Carlsbad Research Center ADDRESS 2251 Rutherford Rd. Carlsbad, Ca. ARCHITECT ENGINEER CONTRACTOR OTHER Raam Developement Paul Worland Kenard Const. INSPECTION DATE 06-26-2018 INSPECTION REPORT INSPECTION □ CONCRETE □ REINF. STEEL □ MASONRY □ P.T. CONCRETE □ FIELD WELDING □ SHOP WELDING □ BATCH PLANT ------------ PLAN FILE/OTHER BLDG. PERMIT/OTHER CBC2018-0259 li2l EXP.ANCHOR □ OTHER MATERIAL SAMPLING City of car\sbad JUL 1910\S BUILDING 01v1s10N MATERIAL IDENTIFICATION CONG. MIX NO. & lb/in2 GROUT MIX NO. & lb/in2 MORTAR TYPE & lb/in' REINF. STEEL GR/SIZE STRUCTURAL STEEL HIGH-STRENGTH BOLT MASONRY BLOCK OTHER 0 CONCRETE O MORTAR O GROUT 0 FIREPROOFING O MASONRY BLOCK 0 REINFORCING STEEL O STRUCTURAL STEEL 0 BOLTS O OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION TESTING OR OTHER PROJECT ISSUES. I observed the installation procedures and torque tested the wedges anchors as noted below. Anchor type and size: 3/4" Simpson Wedge All SS. Locations: ledgers for proposed exterior cladding on the North, South, East and West elevations at plan locations. Minimum embedment: 6" into the (E) tilt up wall panels. Minimum torque: 150 ft. lbs. per Table 1 of ESR-3037. Note: All holes were drilled with a rotary hammer drill and carbide tipped drill bit. The wedge anchors were driven in with a sledge hammer followed by torquing with an electric impact. Each bolt was verified to meet the minimum specified torque by means of a calibrated torque wrench. No failures occurred. The entire procedure meets or exceeds plan details and ESR-3037 requirements. No discrepancies were observed or noted. All work is subject to City of Carlsbad approval. Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME Craig Bechtel CERTIFICATION NO-. -_1c=c=s=2s-=_s-2_e-=_s-=_-=_-_-_-_-_-_~=--~=--~=--~---S-IG_N_A_T_U_R_E_ ~ ~ Carlsbad CBC2018-0259 05/21/2018 «,~- -~ CITY Of CARLSBAD SPECIAL INSPECTION JEco€!¥i Or Services UN J 2 0 / B Building Dhllsion AGREEMENT C 163SfaradayAvenue B-45 ITY OF CA 760-602-2119 BUILD/N RLSB~.carlsbadca.gov G DIVIS/ In accordance with Chapter 17 Of the CalifOmia Building coae the folloWlng must be completed when work being pettormed requires special Inspection, structural observation and construction material testing. 'rojeet/Permit: CBC_2018-0_'.2~ ProjectAddress:_2251 Rutherford Rd., Carlsbad CA 92_()08 A. THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNERIAUTHORtzED AGENT. Please check if you are Owner-Builder □. pf you checked as O'M'ter-builder you must also oomplete Section 8 of this agreement.) Name (PleesepriatL___j_'Q'l..trl""\ S-. i)cNTr -ffK1iz,•c. ~~W'ldt l{/vtdl. L-f> /f,~Jj 1'/ I.> 1lad) Mailing Address ~~~ CbM ti-,t 0bl-fi_.1-~ N · •;av JJ,111 0.6'=o CIJ qz_/diJ EmaiL.J-U~Je~±f;pr,. ~. LOi"'l-____ Phone ~19 -Ulb-4"1 oil I am □Property Owner ..,;,,operty Owner's Agent of Record □Architect of Record □Engineer of Record State of California Registration Numbe'-------------Expiration Date. _______ _ AGREEMENT. I, 1he undersigned, declare under penalty of pequry under the laws of the State al California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, constll.d:ion materials testing and off-site fabrication of building components, as prescribed in the statemert of special inspectio~noted Onthe/L oved plans and, as required by the California Butldtf!! Code Signature · -_ Date: p !..J. 1 / 18 ~' B. CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC. Ch 17 Section 1706). This section must be completed by the contractor I builder / owner-builder. Contractors Company Name KENARD Construction Co., Inc. Please check: if you are owner-Builder D Kenneth A Name: (Please print) Ray ,1.•1 ,Los:1 Mailing Address: 9550 Cuyamaca, suite 104, Santee CA 92071 Ematl: kar@kenard.net Phone (619) 339-1548 Stale of Califorma Contractor's License Number_· _B_-6_15_6_8_9 ____ Expiration Dale: 3 / 31/2019 • I acknowledge and, am aware, of special requirements contained in the statement of special rnspections noted on the approved plans; • I acknowledge that control will be exercised to obtain conformarx::e with the construction documents approved by the building official: • I will have in~p1ace procedures for exercising cortrol within our (the contractor's) organizabon, for the method and frequency of reporting and the distribution of the reJX>rts; and • I certify that I will have a qualified person within our (the contractor's) organization to exercise such control • I w/U provide a fine/ n,port / letter In comp/lance with CBC Section 1704.1.2 prior lo raguntlna tine/ Sigrrotu:~pecti<n ~---_____ Date: June 21, 2018 .... Page 1 of 1 Rev. 08111 DATE: 6/15/2018 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0259 PROJECT ADDRESS: 2251 Rutherford PROJECT NAME: New Facade ✓• EsG1I A SAFEbu1lt Con1pany SET: II □ APPLICANT □ JURIS. [8l 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 building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: Ken Ray [8l EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: / I Telephone#: Date contacted: ( (by: ) Emai Mail Telephone Fax In erson 0 REMARKS: By: Bert Domingo EsGil Enclosures: 6nt201 a 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 DATE: 05/21/2018 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0259 PROJECT ADDRESS: 2251 Rutherford PROJECT NAME: New Facade ✓• EsG1I A ~:AJ-'.Ebuilt Company SET: I □ APPLICANT I JURIS. D 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 building 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. !ZI The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. !ZI The applicant's copy of the check list has been sent to: Kenard Construction Ken Ray D EsGil staff did not advise the applicant that the plan check has been completed. !ZI EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Ken Ray Telephone#: (619)379-1548 Da tacted: sl21 / 18' (b~) Email: kar@kenard.net t;Mail ax In Person RKS: By: Dwight Ashman EsGil 05/14/2018 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Carlsbad CBC2018-0259 05/21/2018 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2251 Rutherford DATE PLAN RECEIVED BY ESGIL: 05/14/2018 REVIEWED BY: Dwight Ashman FOREWORD (PLEASE READ): PLAN CHECK#.: CBC2018-0259 DATE REVIEW COMPLETED: 05/21/2018 This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. carlsbad CBC2018-0259 05/21/2018 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Dwight Ashman BUILDING ADDRESS: 2251 Rutherford BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier Facade Unnrade Citv Est Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB By Ordinance -----... -~~?_U_~~ Building P_erm_,_t F_••--:.J~ Type of Review: D Repetitive Fee ~~~ i • I Repeats Comments: 0 Complete Review D Other D Hourly EsGII Fae PLAN CHECK#.: CBC2018-0259 DATE: 05/21/2018 Reg. VALUE ($) Mod. 20,000 20,000 D Structural Only 1-----~1Hr. @ * $115.881 Sheet 1 of 1 Carlsbad CBC2018-0259 05/21/2018 GENERAL 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects {THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring IWQ corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. PLANS 2. Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. Sec. 107.2. 3. All sheets of the plans and the first sheet of the calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. 4. Please ensure that plans are prepared in a permanent medium. See penciled in address. 5. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: ♦ Occupancy Classification(s) ♦ Description of Use ♦ Type of Construction ♦ Sprinklers: Yes or No ♦ Stories ♦ Height ♦ Floor Area Carlsbad CBC2018-0259 05/21/2018 6. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2016 California Building Code, which adopts the 2015 IBC, 2015 UMC, 2015 UPC and the 2014 NEC. 7. Please update cover sheet notes to reflect 2016 requirements. See door opening force. This must be 5Ib for all doors. 8. Please provide a complete and accurate scope of work for this project. 9. The provided index does not reflect the actual plan sheets provided. Please review. 10. Show on the plans the accessible parking and path of travel. 11. Note on the plans that special inspection is required for anchors installed in hardened concrete. CBC 1705.3. Please also complete and return the attached special inspection agreement. 12. Please provide design and analysis for wind loads on the proposed cladding. ADDITIONAL 13. 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. 14. 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 15. 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 Dwight Ashman at Esgil. Thank you. ----------------------------- COVERSHEET RAAM Development Inc. STRUCTURAL CALCULATIONS COMMERCIAL TENANT IMPROVEMENT NONS1RUCIURAL CLADDING OF EXISTING SINGLE STORY TILTIJP COMMERCIAL 2251 RUTHERFORD ROAD CARLSBAD,CA for. KENARD CONS1RUCTION 9550 CUY AMACA ST S'IE 204 SANTEE, CA 92071 M.V.Paul Worland, MBA, P.E. Registered Professional Engineer CA#49900 6-Jun-18 Project ID: Kenan! 2 2251 rutherford rd carlsbad PER 2016 CALIFORNIA BUILDING CODE, ASCEJSEI 7-10 SEISMIC PARAMETERS Site Location: Occupancy Category I or II Seismic Design CategoryD Site Class = D Ss= 1.I0g 0.42g 1.06 0.00 SI= Fa= Fv= Snas= Sml= Sds= Sdl- F.Ss = FvS1 - 2/3 • Sms= 2/3 • Sml • Fp = 1.6*Sds*lp*Wp = 25488 RaochollaroaaRoad 33.1333 N 1.16 0.665916 0.776652 0.443944 31.1 Wp= Ip= psf 117.3028W 25psf I Ramona. CA 92065 760788 5869 WIND PARAMETERS Wind Speed = ll0 Occupancy Category = II Importance Factor= 1.0 Exposure= C Pp = qh*(GCp) = 36psf WIND CONTROLS SC building cladding commercial KENARD 2251 rutherford road car1sbad.ods Page 1 DEV!IERV11o,1-.n,,,i,,.o1- ...-, MVP ~ KINARDJ <X>MII SbwbfflCJ tit• P,oJ,clID, KENAIIDl COMM SC n... -· - T♦W I 91mNTfNl'S SCOf'EQI fl«ilNEEBUfGWQU'IJWADQNS-PIEA.BENatfi TAB.E OF C0NIENT8 1) ALL WATERPROOPING. CORRO'DON PROTECTION,STOREIRONT SUPPORT srRUCTURES, PlNISHESBYO'n!ERS. 2) CONTRACTOR SHALL DEW VERIFY AND CONFIRM INWRITING TO ENGINEER THAT AS-BUILT CO.NSl'RUCDON,DIMENSIONS. MATERIALSSPECmCATIONS AND MODD1CATIONS SPECU1ED BV ENGINEER CONFORMS TOTBE SPF.CIFlCATIONS CONTAINED HEREIN. ANYDISCREPANCIDDISCOVERE> BY CONTRACTOR SHALL BE lllOUGBT TO THE IMMEDIATE A'ITENTION OF THE ENGINEER IN WRITING BY CONTRACTOR. 3) NOT& ALL SUPPORTING STRucrtJRESDE1IGNEI> BY orHERS TO SUPPORT G~ STOREFRONT SYSl'EMSARE NOT A PART OFTHIS WORK LOAD SUMMARY DI.VSJIRV Rad I.a-Development Services l.np,eer: MVP Project: KENARD 2 Project m: KENARD 2 Date: COMM COMM 6/612818 Structural Calculatlom SC PIIR 2016 CALIFORNIA BUILDJNG CODE, ASCE/SEI 7-10 STATIC YIBTJCALLQ&Pli roof slope: 0112 (NOT APPUCABLE. SUPPORT STRUCTURE BY OTHERS) O:t\PPTNG FRAME IO PLY 5 SIDING 5 misc S DL(psf) = ~ ac building cladding commercial KENARD 2251 ruthertbrd road cer1abad.ods Page 1 :SfJ FCf CQNTRQUING Y U:,W. l,QADS; VIEB6TcDVNAMJC 1.0t.n-, WJNDLQADS LOAD SUMMARY Check wind hltda per t\SCI 7-10 ComDQPCPh end Cladding Occupancy Category V= EXP• C II 110mph 0.85 bldg FLAT SHELTERED Kzt• (t+Kl "K2"K3)"2 = 1.00 x= I ft Bdemr.c; ASCE7-10 T 1.5-1/l F26.5-1A T 26.6-1 Sec 26.8 Page2 ·-I ft H= I ft google ear1h Lb= 8/Lb= x/Lh= z/Lh= LOAD COMBINATIONS GUST EFFECT FACTOR= BUILDING ENCLOSURE= #4 #5 #6 #7 I ft 1.00 1.00 1.00 0.85 CLOSED EXTERNAL PRESSURE COEFF. Gcpn = I 0.9 Kz= Pp= qh*(GCp) = /OR/ Paet• Jambda*Kzt•Pnet30 =-= 23.70 p,r 35.54 psr -28.76 psr 1.5 Kl= Kl= KJ= I.OW I.OE I.OW I.OE neglect DL,LL,Others controls not control by observation -1 !USE 36 PSF PnetJ0= Lambda= 19.S 1.35 sc building cladding commercial KENARD 2251 rulherford road carlsbad.ods F26.8-1 F26.8-1 F 26.8-1 SEC2.4.1 SEC 26.9.1 Sec27.4.5 T 30.3.1 Eq30.3-1 Eq30.6-1 -21.3 F30.5-1 F30.5-1 LOAD SUMMARY CHICK SlffiMJC 1-0e\PS ON CT ADDING: SEISMIC 1-0APS Site Location: Occupancy Category Seismic Design category Site Class= D Ss= SI= Fa« Fv= Sau• Sml= Sdo= Sdl• FaS1 = FvSI • 213• Sms• 2/3" Sml• Fp = 1.6•Sds•Ip•Wp • Pn ,q,,ivalent ltlleralfote• proced,,r, Sectilm 12.1: 33.1333N I or II D Wp= Ip= 1.098g 0.422g 1.06 1.58 1.165 0.666 0.777 0.#1 31.06608 117.3028 W 25psf I elev= pd<windload 36psf 2K WIND CONTROLS SIC3.S.9 REFERENCE 278Fr Tl-I Tl 1.6-1 Sect 11.4.2 F22-3 F22-4 Tll.4-1 Tl 1.4-2 eq 11.4-1 eq 11.4-2 eq 11.4-3 eq 11.4-4 eq. 13.3-2 sc building cladding commercial KENARD 2251 rutherlord road carlsbed.odS Page3 · ... ·: .. --~ . ·<---:, 1;,;i,d~ •... . ·-1-r,,..,., ~o · . 1/,tEmlJ:r . ~ #'; ~/{_ . =N Y>f (i) ~-T A"lot. Ui"J'(Jf"'r; • l~/5J 'tlt•f:Hl/;f/TZ ~ wJt."N1N•~~~·1;,,,.~ } ■IJD Design Maps Detailed Report ASCE 7-10 Standard (33.1333°N, 117.3028°W) Site Class D -"Stiff Soil", Risk Category I/II/III Section 11.4.1 -Mapped Acceleration Parameters Note: Ground motion values provided below are for the direction of maximum horizontal spectral response acceleration. They have been converted from corresponding geometric mean ground motions computed by the USGS by applying factors of 1.1 (to obtain S0) and 1.3 (to obtain S1). Maps in the 2010 ASCE-7 Standard are provided for Site Class B. Adjustments for other Site Classes are made, as needed, in Section 11.4.3. From (1) S5 = 1.098 g From· (2] s, = 0.422 g Section 11.4.2 -Site Class The authority having jurisdiction (not the USGS), site-specific geotechnlcal data, and/or the default has classified the site as Site Class D, based on the site soil properties In accordance with Chapter 20. Site Class A. Hard Rock B. Rock C. Very dense soil and soft rock D. Stiff Soll E. Soft clay SOIi Table 20.3-1 Site Classification -v, >5,000 ft/S 2,500 to 5,000 ft/s 1,200 to 2,500 ft/s 600 to 1,200 ft/s <600 ft/s -Nor N,,, s. N/A N/A N/A N/A >50 >2,000 psf 15 to 50 1,000 to 2,000 psf <15 <1,000 psf Any profile with more than 10 ft of soil having the characteristics: • Plasticity index PI > 20, • Moisture content w ~ 40%, and • Undrained shear strength Su < 500 psf F. Soils requiring site response analysis See Section 20.3.1 In accordance with Section 21.1 For SI: 1ft/S = 0.3048 m/s llb/ft2 = 0.0479 kN/m2 ,-,ore Section 11.4.3 -Site Coefficients and Rlsk-largeted Maximum Considered Earthquake (MCE8) Spectral Response Acceleration Parameters Tobie 11.4-1: Site Coefficient F, Site Class Mapped MCE • Spectral Response Acceleration Parameter at Short Period S5 s 0.25 s. = 0.50 s. = 0.75 s. = 1.00 s. '!: 1.25 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4. 7 of ASCE 7 Note: Use straight-line Interpolation for Intermediate values of S5 For Site Class = D and s. = 1.098 g, F, = 1.061 Table 11.4-2: Site Coefficient f, Site Class Mapped MCE • Spectral Response Acceleration Parameter at 1-s Period s, s 0.10 s, = 0.20 S1 = 0.30 s, ~ 0.40 s, '!: o.so A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 D 2.4 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 F See Section 11.4. 7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S1 For Site Class = D ands, = 0.422 II, F, = 1.578 t,ttpa://prod02-Mfthquoko.cr.uogo.gov/dfflgnmap1/u1/roporl.php?te .• c81b5.45925e17&roponTitlo•2251+Nthorlord+rood'l2C+co~,bod%2C+ca PaQo2ol9 Equation (11.4-1): SMs = F.Ss = 1.061 X 1.098 = 1.165 g Equation (11.4-2): SMt = FvS, = 1.578 X 0.422 = 0.666 g Section 11.4.4 -Design Spectral Acceleration Parameters Equation (11.4-3): Sos=¾ SMs = ¾ x 1.165 = 0.776 g Equation (11.4-4): S01 =¾SM, = ¾ x 0.666 = 0.444 g Section 11.4.5 -Design Response Spectrum From··· [3] TL = 8 seconds Figure 11.4-1: Design Response Spectrum :,. . at :.: I •. , .. ,+4. i • l fl-4 1.0.1.:.--: I ~ ,_, T < T, S, = S,,, ( 0.4 t 0.6 TIT,) r,o:TsT,:S,=S,, T, < TS T, : S, = S,, I T T>T,:S,=S,.f,IT' ~Sole Section 11,4,6 -Risk-Targeted Maximum Considered Earthquake (MCE,J Response Spectrum The MCE,. Response Spectrum Is determined by multlplylng the design response spectrum above by 1.5. ~~-~ • I .I· •. ~ I • , 114 1:-::I>'·. I •11 hllp-.J/prod02.-.....t..cr.uogo.gov/dff(gna,op1/uO/fepOl1.php?l9-o&tbl.45925817a..t,orfTltl .. 2291+Nlh-♦-C+o1,__C_ L------------- Section 11.8.3 -Additional Geotechnical Investigation Report Requirements for Seismic Design categories D through F From· [4] PGA = 0.430 Equation (11.8-1): PGAM = F,GAPGA = 1.070 X 0.430 = 0.46 9 Table 11.8-1: Site Coefficient F""' Site Mapped MCE Geometric Mean Peak Ground Acceleration, PGA Class PGA S PGA = PGA = PGA = PGA :!: 0.10 0.20 0.30 0.40 0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4. 7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of PGA For Site Class = D and PGA = 0.430 g, F ,., = 1.070 Section 21.2.1.1 -Method 1 (from Chapter 21 -Site-Specific Ground Motion Procedures for Seismic Design) From [SI c .. = 0.956 From [6] c., = 1.008 httpr.f/pn,d02-Nrlflquol<♦.cr.uogt.gov/dHlgnm-/U•/flPOrl.php?l♦-chb6.45125e17&roportTIU..2251+ruth♦rford+roocffUC+corltbld1'2C+co ,-sou Section 11.6 -Seismic Design category Table 11 6-1 Seismic Design Category Based on Short Period Response Acceleration Parameter RISK CATEGORY VALUE OFS05 lorn III IV S05 < 0.167g A A A 0,167g :S S05 < 0.33g B B C 0.33g :S S05 < 0.50g C C D 0,50g :S S05 D D D For Risk Category = I and S05 = O. 776 g, Seismic Design Category = D Table 11 6-2 Seismic Design Category Based on 1-S Period Response Acceleration Parameter RISK CATEGORY VALUE OFS01 I or II III IV So1 < 0,067g A A A 0,067g :S S01 < 0,133g B B C 0.133g :S S01 < 0.20g C C D 0.20g :S S01 D D D For Risk Category = I and S0 , = 0.444 g, Seismic Design Category = D Note: When s, is greater than or equal to 0. 75g, the Seismic Design Category is E for buildings in Risk Categories I, II, and III, and F for those in Risk Category IV, irrespective of the above. Seismic Design Category = "the more severe design category in accordance with Table 11.6-1 or 11.6-2" = D Note: See Section 11.6 for alternative approaches to calculating Seismic Design Category. References 1. Figure 22-1: https://earthquake.usgs.gov/hazards/deslgnmaps/downloads/pdfs/2010_ASCE-7 _Figure_22-1.pdf 2. Figure 22-2: https ://earthquake. usgs.gov/hazards/ design maps/ downloads/pdfs/ 2010_ASCE-7 _Figure_22-2.pdf 3. Figure 22-12: https://earthquake.usgs.gov/hazards/design rnaps/downloads/pdfs/201 O_ASCE-7 _Figure_22- 12.pdf 4. Figure 22-7: https://earthquake.usgs.gov/hazards/designrnaps/downloads/pdfs/2010_ASCE-7 _Flgure_22-7 .pdf 5. Figure 22-17: https:/ /earthquake.usgs.gov/hazards/designmaps/ downloads/pdfs/2010 _ASCE-7 _Flgure_22- 17 .pdf 6. Figure 22-18: https://earthquake.usgs.gov/hazards/designmaps/ downloads/pdfs/2010_ASCE-7 _Figure_22- 18.pdf http1://prod02~Nrthquak•.cr.u1~.gov/dHlgnmaps/ue/report.php?teN.c8•b5.45926617AreportTltt .. 2261+rutherford+ro1d%2c+cu11bad%2C+c:1