Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1850 MARRON RD; 106; CBC2019-0140; Permit
Print Date: 11/06/2019 Job Address: 1850 Marron Rd, 106 Permit Type: BLDG-Commercial Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: 1563011600 $ 136,878.93 Oak ity of Carlsbad Permit No: CBC2019-0140 Work class: Tenant Improvement Status: Closed - Finaled Lot #: Applied: 03/28/2019 Reference #: . Issued: 05/21/2019 Construction Type Permit 11/06/2019 Finaled: Bathrooms: Inspector: PBurn Orig. Plan Check #: Final Plan Check.#: . Inspection: 11/05/2019 Project Title: Description: YOGA SIX: 2943 SF T.I. (SUITES 106 & 108 - RETAIL TO YOGA STUDIO) Applicant: Owner: Contractor: TIM SEAMAN P K I NORTH COUNTY PLAZA LP ELLIS CONTRACTING INC 3333 New Hyde Park Rd Kimco Realty Corp, 4010 Morena Blvd, Ste 210 619-993-8846 - 100 San Diego, CA 92117-5234 NEW HYDE PARK, NY 11042 . 858-581-1160 FEE . AMOUNT BUILDING PERMIT FEE ($2000+) $757.35 BUILDING PLAN CHECK FEE (BLDG) . $530.14 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL . $89.00 FIRE A-2 & A-3 Occupancies - TI $628.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $55.00 5B1473 GREEN BUILDING STATE STANDARDS FEE . $6.00 STRONG MOTION-COMMERCIAL . $38.33. Total Fees: $ 2,103.82 Total Payments To Date : $ 2,103.82 Balance Due: $0.00 -I Please take NOTICE that approval of yourproject includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees /exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar tothis, or as to which the statute of limitation has previously otherwise expired. Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov (City of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION . B-2 Plan Check __________ Est. Value 1$! 3 .61 FM 23 PC Deposit Date 3 Job Address ISL'O ITIOYYoY kOoCI Suite: I Q' APN: 1 5-14 1600 Tenant Name: YO5rA. ' CT/Project#: Lot #: Occupancy: 4* )1'--3 Construction Type: V -1) Fire Sprinklers: c9s /no Air Conditioning: yes /no BRIEF DESCRIPTION OF WORK: J1129o 5eil eno.v+ Improy,evd/ eL'Y S7f)Ckofl a... .5O60 G+tJA to - LI Addition/New: New SF and Use, New SF and Use, Deck SF, _________ Patio Cover SF (not including flatwork) Tenant Improvement: 2 1'1 e4 3 SF, Existing Use Proposed Use 4o.d6 SF, Existing Use rroposea use LI Pool/Spa: SF Additional Gas or Electrical Features? LI Solar: KW, _Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes / No 0 Plumbing/Mechanical/Electrical Only: 0 Other: APPLICANT (PRIMARY) PROPERTY OWNER Name: 1v'.r çt.rvn Name:_ Address: 'CziX M515 964 -oh, Address: City: C'-"fr'_11,4o State: GO....Zip: q14 10, City: Phone: il)A'F _51t Phone: Email: _1tvvi C%r'P1_('oW) Email: _ ¶'ke1i %fl(tSI c,wh.. O' jO (4 Zip: Q' CtW\ DESIGN PROFESSIONAL Name: tht j\ffJtI t1e\1) 1 co ( d I ofto Address: Vib3 1e cvuwe City: 2A.wO COfr*YYr'State: M Zip: Phone: L404) qtj-11 Email: J {t.jtO (7.f C01 (AJW\ Architect State License: CONTRACTOR BUSINESS Name: At LII'D 4..i/AS(, f/-&±- Address: 6I0 4u 614'O (f. 2/0 City: Di4t7 State:Cf Zip: Phone: /. i/4O Email: 7.o€1t04 a 27AY State License: 7"47 Bus. License: &.O/ZZØZ4L (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/she 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/she 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 1$500}). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Buildingccarlsbadca.gov B-2 Page 1 of 2 Rev. 06/18 (OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: O I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compeisation insurance carrier and policy number are: Insurance C9mpapy Name: mqf, cOf/( 7?L /If FLP §E Policy No. 967m 1QJJ/6 Expiration Date: ///'of/AWN O 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 be come subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONTRACTOR SIGNATURE: ,S?Ig f?i4I/j DATE: (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that! am exempt from Contractor's License Law for the following reason: O 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). O 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). O I 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. 0 Yes 0 No 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 / address / 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 / address / phone / type of work): OWNER SIGNATURE: DAGENT DATE: CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: Lender's Address: ONLY COMPLETE THE FOLLOWING 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? 0 Yes 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes 0 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. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I 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 ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5'O' deep and demolition or construction of structures over 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 permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at anytime after the work is commenced for a period of 180 da s (Sectio 06.4. Uniform Building Code). APPLICANT SIGNATURE:4 DATE: 3I2 J?119 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIding@ycarIsbadca.gov B-2 Page 2 of 2 Rev. 06/18 Permit Type: BLDG-Commercial Application Date: 03/28/2019 Owner: P K I NORTH COUNTY PLAZA LP Work Class: Tenant Improvement Issue Date: 05/21/2019 Subdivision: PARCEL MAP NO 15975 Status: Closed - Finaled Expiration Date: 05/04/2020 Address: 1850 Marron Rd, 106 Carlsbad, CA 92008 lVR Number: 17938 Scheduled Actual Date Start Date Inspection Type Inspection No. In Status. Primary Inspector Reinspection Complete 1012812019 10/2812019 BLDG-Final 10888-2019 Failed Michael Collins Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Accessibility not compliant No 10/30/2019 10/30/2019 BLDG-Final 109204-2019 Partial Pass Michael Collins Reinspection Incomplete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Accessibility not compliant No• BLDG-Building Deficiency See card for pick up. Ok to stock & train Yes 11/0512019 11105/2019 BLDG-Final 109630-2019 Passed Michael Collins Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Accessibility not compliant No BLDG-Building Deficiency 11/05/19 Yes BLDG-Building Deficiency See card for pick up. Ok to stock & train Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final • Yes BLDG-Electrical Final Yes 1110612019 BLDG-Fire Final 106404-2019 Scheduled Felix Salcedo Incomplete Checklist Item • COMMENTS Passed FIRE- Building Final • No November 06, 20119 • Page 3 of 3 Permit Type: BLDG-Commercial Application Date: 03/28/2019 Owner: ç P K I NORTH COUNTY PLAZA LP Work Class: Tenant Improvement Issue Date: 05/21/2019 Subdivision: PARCEL MAP NO 15975 Status: Closed - Finaled ExpirationDate: 05/04/2020 Address 1850 Marron Rd, 106 IVR Number: 17938 Carlsbad, CA 92008 r Actual Scheduled Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical - Yes BLDG-44 Yes Rough-Ducts-Dampers 0910912019 09/0912019 BLDG-17 Interior 103417-2019 Passed Paul Burnette Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 1010212019 10102/2019 BLDG-86T-Bar, 1061107-2019 Cancelled Peter Dreibelbis Reinspection Complete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 10/18/2019 10/1812019 BLDG-85 T-Bar, 108157-2019 Passed Paul Burnette Ceiling Grids, . Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG44 Yes Rough-Ducts-Dampers Complete BLDG-Final 107986-2019 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 November 06, 2019 Page 2 of 3 Permit Type: BLDG-Commercial Application Date: 03/28/2019 Owner: P K I NORTH COUNTY PLAZA LP Work Class: Tenant Improvement Issue Date: 05/21/2019 Subdivision: PARCEL MAP NO 15975 Status: Closed - Finaled Expiration Date:' 05/04/2020 Address: 1850 Marron Rd, 106 Carlsbad, CA 92008 IVR Number: 17938 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 06/1012019 06/1012019 BLDG-21 094179-2019 Passed Paul Burnette Complete Underground/Underf loor Plumbing Checklist Item COMMENTS -' Passed BLDG-Building Deficiency . Yes 06/28/2019 06/28/2019 BLDG-24 096031-2019 Passed Paul York Complete Rough!Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/19/2019 0711912019 BLDG-44 098077-2019 Partial Pass Michael Collins 'Reinspection Incomplete Rough/Ducts/Dampe . rs Checklist Item COMMENTS Passed BLDG-Building Deficiency Prelim HVAC duct sealing. Need revised as Yes built plan for changes made. 08/26/2019 08126/2019 BLDG-84 Rough 101946-2019 Cancelled Paul Burnette Reinspection Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 . . No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical I No BLDG-44 . No Rough-Ducts-Dampers 08/27/2019 08/2712019 BLDG-84 Rough 102066-2019 Cancelled Paul Burnette Reinspection Complete Combo(14,24,34,44) Checklist Item COMMENTS . Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding . (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical • No BLDG-44 • No Rough-Ducts-Dampers • • 09/04/2019 09I04/2019 BLDG-84 Rough 102885.2019 • Passed Peter Dreibelbis . Complete COmbo(14,24,34,44) November 06, 2019 • Page 1 of 3 RECORD COPY CBC20I9-0140 \I CITY OF CARLSBAD iNSPECTION RECORD 1850 MAR R O N R D #106 YOGA SIX: 294 F Ti. (SUiTES 1068 08- RETAIL TO Building' Division YOGA STUDIO1 iJ INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB 19 CALL BEFORE _0P!!! FOR NEXT WORK DAY INSPECTION. 1563011600 II FOR LJILDING INSPECTION CALL: 760-602-2725 1 3/28/2019 OR GO TO: AND CLICK ON C B C20 19-01.40 RequESt Inspection DATE:'' I/I4 pieasecaii -1c 760-602-8560, email to • •irIsjbad93_._roV or bring in a Copy of this card to: 1635 1 -arauay AV the day of For inspection times or to speak to an Inspector call 760-602-2700 between 7:30am-8:00am _T IT IS REQUIRED PRIOR TO ANY CONSTRUCTION, Date nsp YES NO IF MARKED YES", STORM WATER PRECON MEETING REQUIRED 760-602-2725 Allow 24 hours. PRIOR TO REQUESTING BUILDING FINAL IF MARKED YES', APPROVAL REQUIRED Fire Prevention 760-6024660 AlloW 48 hours PlanningJt.andscape 760-944-8463 Allow 48 hours CM&I (Engineering lnspectionsj 763&389I Call before 2 pm I Type of Inspection Type of Inspection Date Inspector IIINi. 111111111141P1611111 ALM Date #11 FOUATI0N ___________ #31 0 ELECTRIC UNDERGROUND 0 UFER #12 REINFORCED STEEL #34 ROUGH ELECTRIC/ EV CHARGER #66 MASONRY PRE GROUT #33 0 ELEC SERVICE #320TEMPORARY 0 GROLT0 WALL DRAINS #3S PHOTO VOLTAIC #10 TILT PA&ELS ___________ #38SIGNS #11POURSTRIPS BLDG-FINAL #11COLUMII1FOOTINGS .Date #41 UNDERGROUND DUCTS &PIPING #14 SUBFRJJIIEOFLOOR OCEILING #15ROOF SHEATHING #440DUCT&PLENUM0REF.PIPING #13 EXT.SHEARPANELS #43 HEAT-AIR COND. SYSTEMS #16INSUIrI0N BLDG-FINAL EXJERICR LATH , I) Date #17INTER16Il LATH & DRYWALL L7 s/7 ' 17 #81 UNDERGROUND (11,12,zi,31) BLDG-FINA. . #82 DRYINALL,EXT LATH, GAS TES (17,18,23) Date Inspector #83ROOF SKEATING, EXT SHEAR (13,15) #22 _ 0 SEWER & BL/CO 0PL/CO , #84 _FRAME ROUGH COMBO (14,2434144) f' #21UNDER'3ROLjNDDWASTE owm / __________ #85T-Bar(14,24,34,44) _- ...i:.i#2 4 aTOPQUTj 0 WASTE. __DR BLDG. FINAL OCCUPANCY _11 nd Notes RPAN..... PIPING IT/ STEEL.-'. IT/WIRING LBOND FENE/ ALARMS Date U HNAL FIXED EC11 1-IALD EXTINGUISHING SYSTEM MEDICAL GAS PRESSURETEST MEDICAL GAS FINAL DATE: APR. 22, 2019 JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2019-0140 EsGil A SAFEbuilttompany SET: II APPLICANT U JURIS. PROJECT ADDRESS: 1850 MARRON ROAD PROJECT NAME: YOGA SIX - T.I. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. 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. fl EsGil staff did advise the applicant that the plan check has been completed. Person contacted: TIM SEAI14N Date contacted: (by_.) Mail Telephone Fax In Person III REMARKS: By: AL! SADRE, S.E. EsGil 4/18 Telephone #: 619-993-8846 Email: timcchampionpermits.com Enclosures: 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 I • EsGil A SAFEbuiLtCompany DATE: APR. 1i,2019 Ll APPLICANT U JURIS. JURISDICTION: CARLSBAD PLAN CHECK#.: çBC2019-0140 SET:I PROJECT ADDRESS: 1850 MARRON ROAD PROJECT NAME: YOGA SIX - T.I. LI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. LII The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. E 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. LI 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: Eli 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: TIM SEAMAN Telephone #: 619-993-8846 Date contacted: (by: ) Email: timchampionpermits.com Mail Telephone Fax In Person LI REMARKS: By: ALl SADRE, S.E. Enclosures: EsGil 04/01 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD CBC20 19-0 140 APR. 11, 2019 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2019-0140 PROJECT ADDRESS: 1850 MARRON ROAD CONSTRUCTION = V-B; SPRINKLERS = YES; STORIES = ONE; HEIGHT = NO CHANGE; T. I. AREA = 3033; OCCUPANCY = B DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL: 04/01 APR. 11, 2019 REVIEWED BY: ALl SADRE. S.E. FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. GENERAL 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: 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. Bring TWO 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. 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? U Yes U No CARLSBAD CBC2019-0140 APR. 11,2019 PLANS Sheet A8.3 is labeled as A8.4 in the submitted package. Please note on the plans that this space qualifies as a B occupancy since each room has an occupant load of less than 50. "Otherwise, provide one-hour rated fire barriers between this space and adjacent spaces A versus MIB, etc. Non- separated uses can only be used, if you are able to justify ALL the areas in the entire building including their occupancy classifications. Table 508.4 & Section 508.4.2. Add the windows either on a window schedule to be added or to the sidelight as a part of the doors into each room (studio). This window shall be tempered as well. Sec. 2406.4. The grab bar is not permitted above the shower seat, as shown on Sheet A6.1. Sec. 11B-608.3.2. See Elevations 16-B & F. The plan view is fine. The shower operable parts shall be within 19" & 27" from the wall. The dimensions as shown on Elevations 16-B & F are not pointed to the correct location. Sec. 11 B-608.5. MISCELLANEOUS Please see attached for P/M/E items. 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 ALl SADRE, S.E. at EsGil. Thank you. CARLSBAD CBC20 19-0140 APR. 11, 2019 PLUMBING AND MECHANICAL COMMENTS PLAN REVIEW NUMBER: cbc2019-0140 SET: I PLAN REVIEWER: Connor Reuss PLUMBING (2016 CALIFORNIA PLUMBING CODE) Provide a plumbing material schedule on the plans describing the following systems: Potable water piping, the drain, waste, and vent piping, gas piping, and the roof drains. Please review the prosed vent sizing for the entire building. For each drainage piping system connected to the public sewer that is vented by one or more vent pipes, the combination of the cross-sectional area of all vents that terminate through the roof cannot be less than the cross-sectional area of the largest waste pipe in the drainage system (in this case 4" waste pipe). Note: The cross- sectional area of a 4" diameter waste pipe is 12.57". The cross-sectional area of 3" diameter vent pipe is 7.07". CMC 904.1 Cleanouts are required to be installed above all urinals. Please address. CPC 707.4 On sheet P3.0, keynote #6 for the trap primers is not used within the plumbing floor plans. Please address. All water supply systems that have quick closing valves installed therein (washing machines, flush valve fixtures, etc.) shall have devices installed as close to the fixtures as possible to control the effects of water hammer. Please detail. CPC 609.10 All domestic hot water piping to have the following minimum insulation installed: 1/2 pipe (1/2" insulation); W pipe (1" insulation); 1"-1 1/2" pipe (1 1/2" insulation). CPC 609.11 & ES 150.00) For gas sizing calculations, typically Carlsbad uses 7" w.c. (CPC Table 1216.2(1)) for gas pressure. Please provide documentation upon next submittal from the city or gas company specifying that 8" w.c. (CPC Table 1216.2(2)) can be used for calculations as .the provided gas pressure. In water heater detail on sheet P2.0, please show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. CPC 507.2 MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) Please provide smoke detection in the supply air duct of any "air-moving system" (equal to or greater than 2,000 cfm) to shut-off the equipment for smoke control. CMC Section 608.1 CARLSBAD CBC20 19-0140 APR. 11, 2019 An "air-moving system" is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Connor Reuss at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Morteza Beheshti ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) Please complete the electrical design such as (disconnect and conduit/wire sizing) for roof plan, electric dryer receptacle NEMA rating and electric water heater. Electric water heaters (if provided) require GFI protection. There is no local light control for toilet rooms. See energy comments as well. ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) Please provide lighting vacancy sensor for the bathroom facilities. The toilet room compartments within the bathrooms should be visible to the sensors so they do not shut off when only the toilets are occupied. Occupancy controls are required to shut off all lighting in: Offices 250 square feet or smaller, multipurpose rooms of less than 1,000 square feet, conference rooms. ES 130.1(c)5. All exterior lighting must be controlled by a photocell and an automatic scheduling control device. EM 130.2(c). Note: If you have any questions regarding this Electrical and Energy plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. CARLSBAD CBC20 19-0140 APR. 11,2019 (DO NOT PAY — THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2019-0140 PREPARED BY: ALl SADRE, S.E. DATE: APR. 11, 2019 BUILDING ADDRESS: 1850 MARRON ROAD BUILDING OCCUPANCY: B/V-B; SPR. BUILDING AREA Valuation PORTION (Sq. Ft.) Multiplier T.I. 3033 Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE _____ __________ 136,878 Jurisdiction Code CB By Ordinance 10Q7 I IRC RniIr4inr. Drmit Foo I W I 1997 UBC Plan Check Fee V Type of Review: El Complete Review o Structural Only Repetitive Fee I Repeats O Other Hourly EsGil Fee $462.021 Comments: Sheet 1 of 1 '.4, DUNHAM 5KI mechanical + electrical consulting engineering April 12, 2019 Morteza Beheshti EsGil 9320 Chesapeake Dr. Suite 208 San Diego, CA 92123 Comm. No.: 0419995-227 Project: Yoga Six - San Diego, CA Re: Plan Check # CBC2019-0140 Dear Mr. Ma: In response to your letter dated April 11, 2019, we have adjusted our design to reflect changes as a result of the comments from your department as listed below. Electrical (2016 California Electrical Code): Comment 20: Please complete the electrical design such as (disconnect and conduit/wire sizing) for roof plan, electrical dryer receptacle NEMA rating and electric water heater. Response: Roof top equipment and water heater disconnect and conduit/wire sizing is indicated on the "Mechanical Equipment Schedule" shown on sheet E3.0. NEMA configuration of the dryer receptacle has been added to the plans. Comment 21: Electric water heaters (if provided) require GFI protection. Response: GFI protection has been added at the circuit breaker. Comment 22: There is no local light control in the toilet rooms. See energy comments as well. Response: The restrooms have been revised to show ceiling mounted occupancy sensors with manual wall control. Energy (2016 California Building Energy Standards): Comment 23: Please provide lighting vacancy sensor for the bathroom facilities. The toilet room compartments within the bathrooms should be visible to the sensors so they do not shut off when the toilets are occupied. Response: Additional wall mounted vacancy sensors have been add in the toilet stalls to control lights in the stalls. Comment 24: Occupancy controls are required to shut off all lighting in: Offices 250 square feet or smaller, multipurpose rooms of less than 1,000 square feet, conference rooms. ES 130.1(c)5. Response: Occupancy controls have been added to the office. Comment 25: All exterior lighting must be controlled by a photocell and an automatic scheduling control device. Dunham Associates of Minnesota, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402- 1540 phone 612.465.7550 fax 612.465.7551 web dunhameng.com Response: Other than the exterior building sign there is no exterior lighting as part of our scope. The sign is currently designed to be connected to an astronomic time clock. A photocell has been added for additional control of the sign. Regards, Cullen Murtaugh Electrical Designer lmqh.~ . DUNHAM Mi mechanical + electrical consulting engineering 4-11-19 Connor Reuss EsGill 9320 Chesapeake Drive, Suite 208 San Diego, CA 92123 City of Carlsbad Building Department Plan Review Comm. No.: 0419995-227 Project: Yoga Six at 1850 MarronRd, Carlsbad, CA 92008 Re: Building Department Project Number: CBC2019-0140 In reference to the above mentioned mechanical and plumbing plan review comments completed on the above referenced project on April 11, 2019, we offer the following responses: Plumbing Plan Check Review Comments Comment #11: Provide a plumbing material schedule on the plans describing the following systems: Potable water piping, the drain, waste, and vent piping, gas piping, and the roof drains. Response: A piping material legend has been added to sheet P1.0. Since this project is a tenant fit-up design with the existing roof drainage system, the piping material legend will not include roof drains. Comment #12: Please review the prosed vent sizing for the entire building. For each drainage piping system connected to the public sewer that is vented by one or more vent pipes, the combination of the cross-sectional area of all vents that terminate through the roof cannot be less than the cross- sectional area of the largest waste pipe in the drainage system (in this case 4" waste pipe). Note: The cross- sectional area of a 4" diameter waste pipe is 12.57". The cross-sectional area of 3" diameter vent pipe is 7.07". CMC 904.1 Response: Refer to the revised Sanitary Waste & Vent Riser Diagram on Sheet P4.0 sowing a 4" vent up through the roof. Comment #13: Cleanouts are required to be installed above all urinals. Please address. CPC 707.4. Response: Refer to the revised Sanitary Waste & Vent Riser Diagram on Sheet P4.0 sowing a cleanout above the urinal. Comment *14: On sheet P3.0, keynote #6 for trap primers is not used within the plumbing floor plans. Please address. Response: The trap primer key note #6 has been added to the plumbing floor plan. Comment #15: All water supply systems that have a quick closing valves installed therein (washing machines, flush valve fixtures, etc.) shall have devices installed as close to the fixtures as Dunham Associates of Minnesota, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402- 1540 phone 612.465.7550 fax 612.465.7551 web dunhameng.com possible to control the effects of water hammer. Please detail. CPC 609.10. Response: Refer to added water hammer arrestors located on the Cold and Hot Water Isometric Diagram on Sheet P5.0. Comment #16: All domestic hot water piping to have the following minimum insulation installed: 34" pipe (1/2" insulation) ; 34" pipe (1" insulation); l"-1 34" pipe (1 34" insulation) . CPC 609.11 & ES 150.0(j) Response: Refer to the clouded domestic hot water piping insulation notes added to Sheet P5.0. Comment #17: For gas sizing calculations, typically Carlsbad uses 7" w.c. (CPC Table 1216.2(1)) for gas pressure. Please provide documentation upon next submittal from the city or gas company specifying that 8" w.c. (CPC Table 1216.2(2)) can be used for calculations as the provided gas pressure. Response: Refer to the revised gas pipe sizing/service notes on Sheet P3.0 for 7" w.c. gas pressure. Comment #18: In water heater detail on sheet P2.0, please show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. CPC 507.2 Response: Refer to the revised Water Heater Detail on Sheet P2.0. Mechanical Plan Check Review Comments Comment #19: Please provide smoke detection in the supply air duct of any "air-moving system" (equal to or greater than 2,000 cfm) to shut-off the equipment for smoke control. CMC Section 608.1. An "air-moving system" is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space. Response: Refer to the clouded supply air duct smoke detector notes on Sheet M3.0 and Key Note #26 for RTU-1 (2000 CFM) on Sheet M5.0. Note: ERV-1 (800 CFM) & GF-1(800 CFM) only serve the hot yoga room. RTU-2 (960 CFM) only serves a dedicated yoga room. n Regards, Dan Sjostrand Mechanical Designer PH: 612-465-7689 SAN DIEGO REGIONAL I OFFICE USE ONLY HAZARDOUS MATERIALS RECORDID#___________________ PLAN CHECK #____________________________________ OCCC QUESTIONNAIRE BP DATE I I Business Name Business Contact po 1Soi bore Telephone#ktr S 7 -ç j g ic (s'3) Project AJdress i5V City I'1'ktYfcii IO IQ COIIS bo) Sta3 Zip Code eA 01 00 8 I APN# I is ot -I (COO Mailing Address City L5 vQco.c) 10 city State Zip Code I Plan File# Project Contact ctv' Applicant E-mail Telephone # Se,' (Lj'j) 39(i The following questions represent the facility's activities, NOT the specific project d'stription. PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for projects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. Flammable Solids 8. Unstable Reactives 12. Radioactives If the answer to any of the Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: YES NO (for new construction or remodeling projects) 0 19, Is your business listed on the reverse side of this form? (check all that apply). 0 'n- Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 -Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? 0 DV.... Will your business store or handle carcinogens/reproductive toxins in any quantity? 0 -. Will your business use an existing or install an underground storage tank? 0 '6-. Will your business store or handle Regulated Substances (CalARP)? 0 -0.. Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 E Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). CalARP Exempt Date Initials CaIARP Required Date Initials CalARP Complete Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcdcomp(sdcounty.ca.gov (858) 586-2650). [*No stamp required if Qi Yes and Q3 Yes and Q446 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except - those with more than one building* on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. (Excludes garages & small outbuildings.] YES NO 0 Is-- Will the project disturb 160 square feet or more of existing building materials? 0 EILWill any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 0 C' (ANSWER ONLY IF QUESTION I or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 0 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. 0 Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdapcd.org/info/facts/permits.pdf) for typical equipment requiring an APCD permit. 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school boundary Briefly describe business activities: Briefly describe proposed project: j >i2°)o'- S 47Jo ìô kr Ivwa4-/fiiftrA/ &*h€ at'fu I de re under penalty of the best of my knowledge and belief t and correct. / 1 Name of Owner or Authzed Agent Signature of Owner or Authorized Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:_____________________________________________________________________ BY: DATE: / I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD' APCD COUNTY-HMD APCD COUNTY-HMD APCD *A stamp in this box only exempts businesses from Completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division ELECTRONICS 29— Automated Soldering 42— Electronic Component Mfg FOOD 12— Fish Canneries 12— Smoke Houses 50— Coffee Roasters 35— Bulk Flour & Powered Sugar Storage SOLVENT USE 28—Vapor & Cold Degreasing 30— Solvent & Extract Driers 31 - Dry Cleaning 35— Bulk Dry Chemicals Storage 55— Chrome Electroplating Tanks COATINGS & ORGANIC SOLVENTS Coating & Painting 37— Plasma Arc & Ceramic Deposition Spray Booths 38— Paint, Stain & Ink Mfg 27— Printing 27— Polyester Resin/Fiberglass Operations METALS Metal Melting Devices Oil Quenching & Salt Baths 32— Hot Dip Galvanizing 39— Precious Metals Refining ORGANIC COMPOUND MARKETING (GASOLINE, ETC) 25— Gasoline & Alcohol Bulk Plants & Terminals Intermediate Refuelers Gasoline & Alcohol Fuel Dispensing OTHER 01 - Abrasive Blasting Equipment 03—Asphalt Roofing Kettles & Tankers 46— Reverse Osmosis Membrane Mfg 51 - Aqueous Waste Neutralization 11—Tire Buffers 17— Brake Debonders 23— Bulk Grain & Dry Chemical Transfer & Storage 45— Rubber Mixers 21 -Waste Disposal & Reclamation Units 36— Grinding Booths & Rooms 40— Asphalt Pavement Heaters 43— Ceramic Slip Casting 41 - Perlite Processing 40— Cooling Towers - Registration Only 91 - Fumigation Operations 56— WWTP (1 million gal/day or larger) & Pump Station LIST OF BUSINESSES WHICH REQUIRE REVIEW AND APPROVAL FROM THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISION Check all that apply: AUTOMOTIVE Battery Manufacturing/Recycling Boat Yard Car Wash Dealership Maintenance/Painting Machine Shop Painting Radiator Shop Rental Yard Equipment Repair/Preventive Maintenance Spray Booth Transportation Services Wrecking/Recycling CHEMICAL HANDLING Agricultural supplier/distributor El Chemical Manufacturer Chemical Supplier/Distributor Coatings/Adhesive Compressed Gas Supplier/Distributor Dry Cleaning Fiberglass/Resin Application Gas Station Industrial Laundry Laboratory Laboratory Supplier/Distributor Oil and Fuel Bulk Supply Pesticide Operator/Distributor CHEMICAL HANDLING Photographic Processing Pool Supplies/Maintenance Printing/Blue Printing Road Coatings Swimming Pool Toxic Gas Handler Toxic Gas Manufacturer METAL WORKING Anodizing Chemical Milling/Etching Finish-Coating/Painting Flame Spraying Foundry Machine Shop-Drilling/Lathes/Mills Metal Plating Metal Prepping/Chemical Coating Precious Metal Recovery Sand Blasting/Grinding Steel Fabricator Wrought Iron Manufacturing AEROSPACE Aerospace Industry Aircraft Maintenance Aircraft Manufacturing OTHERS AND MISCELLANEOUS Asphalt Plant Biotechnology/Research Chiropractic Office Co-Generation Plant Dental Clinic/Office Dialysis Center Emergency Generator Frozen Food Processing Facility Hazardous Waste Hauler Hospital/Convalescent Home Laboratory/Biological Lab Medical Clinic/Office Nitrous Oxide (NO.) Control System Pharmaceuticals Public Utility Refrigeration System Rock Quarry Ship Repair/Construction Telecommunications Cell Site Veterinary Clinic/Hospital Wood/Furniture Manufacturing/Refinishing ELECTRONICS Electronic Assembly/Sub-Assembly Electronic Components Manufacturing Printed Circuit Board Manufacturing NOTE: THE ABOVE LIST INCLUDES BUSINESSES, WHICH TYPICALLY USE, STORE, HANDLE, AND DISPOSE OF HAZARDOUS SUBSTANCES. ANY BUSINESS NOT INCLUDED ON THIS LIST, WHICH HANDLES, USES OR DISPOSES OF HAZARDOUS SUBSTANCES MAY STILL REQUIRE HAZARDOUS MATERIALS DIVISION (HMD) REVIEW OF BUSINESS PLANS. FOR MORE INFORMATION CALL (858) 505-6880. LIST OF AIR POLLUTION CONTROL DISTRICT PERMIT CATEGORIES Businesses, which include any of the following operations or equipment, will require clearance from the Air Pollution Control District. CHEMICAL 47— Organic Gas Sterilizers 32— Acid Chemical Milling 33—Can & Coil Manufacturing 44— Evaporators, Dryers & Stills Processing Organic Materials 24— Dry Chemical Mixing & Detergent Spray Towers COMBUSTION 34— Piston Internal - Combustion Engines Boilers & Heaters (1 million BTU/hr or larger) Incinerators & Crematories Burn Out Ovens Core Ovens 20— Gas Turbines, and Turbine Test Cells & Stands 48— Landfill and/or Digester Gas Flares ROCK AND MINERAL Hot Asphalt Batch Plants Rock Drills Screening Operations Sand Rock & Aggregate Plants Concrete Batch, CTB, Concrete Mixers, Mixers & Silos 10— Brick Manufacturing NOTE: OTHER EQUIPMENT NOT LISTED HERE THAT IS CAPABLE OF EMITTING AIR CONTAMINANTS MAY REQUIRE AN AIR POLLUTION CONTROL DISTRICT PERMIT. IF THERE ARE ANY QUESTIONS, CONTACT THE AIR POLLUTION CONTROL DISTRICT AT (858) 586-2600. HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division (bty of Carlsbad Print Date: 11/06/2019 Permit No: PREV2019-0123 1850 Marron Rd, 106 BLDG-Permit Revision 1563011600 $ 0.00 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group # Dwelling Units: Bedrooms: Project Title Description: Work Class: Commercial Permit Revi5 Status: Closed- Finaled Lot #: Applied: 06/20/2019 Reference #: . Issued: 07/08/2019 ConstructiOn Type Permit 11/06/2019 Finaled: Bathrooms: Inspector: PBurn Orig. Plan Check #: CBC2019-0140 Final Plan Check #: Inspection: YOGA SIX: FLIP THE ORIENTATION OF THE TWO PRACTICE ROOMS Applicant: Owner: Contractor: TIM SEAMAN P K I NORTH COUNTY PLAZA LP ELLIS CONTRACTING INC 3333 New Hyde Park Rd Kimco Realty Corp,. 4010 Morena Blvd, Ste 210 619-993-8846 100 . . San Diego, CA 92117-5234 NEW HYDE PARK, NY 11042 858-581-1160 FEE AMOUNT BUILDING PLAN CHECK REVISION ADMIN FEE $35.00 MANUAL BUILDING PLAN CHECK FEE . $300.00 Total Fees: $ 335.00 Total Payments To Date : $ 335.00 Balance Due: $0.00 Building Division. 1635 Faraday Avenue, Carlsbad CA 92008-73141 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov PLAN CHECK REVISION OR Development Services (City of DEFERRED SUBMITTAL Building Division 760-602-2719 Carlsbad, APPLICATION 1635 Faraday Avenue B-I 5 www.carlsbadca.gov Original Plan Check Number - Plan Revision Number &RU zo 01 an Project Address 0 General Scope of Revision/Deferred Submittal: j cc . 'k o' 4' A LN\s. -YV.I€ tk v-k,1 \ CONTACT INFORMATION: Narne' e-r.. Phone Address (pv O'\/ f1k Fax_____________________ ON Zio________ -- I- Email Address \ "'- \O ' Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: Plans E Calculations Soils Energy Other 2. Describe revisions in detail 3. List page(s) where each revision is shown ic\ ç Jo. 4. Does this revision, in any way, alter the exterior of the project? Yes No Does this revision add ANY new floor area(s)? Yes Does thisrevision affec any fire related iss es? LI Yes Is this a complete set , / 'es E) Signature Date 1635 Faraday Avenue, CA 92008 ' Ph: 760-602-2719 Fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov 1 0 103 - EsGil A SAFEbuRtCompany DATE: JULY 01, 2019 0/APPLICANT - JURIS. JURISDICTION: CARLSBAD) / PLAN CHECK #.: CBC2019-0140 (REV. _1) - PREV2019-0123 - SET: I PROJECT ADDRESS: 1850 MARRON ROAD PROJECT NAME: YOGA SIX - T.I. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. 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 inform'ation. 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: TIM SEAMAN Date contacted: (by:Aj) Mail Telephone Fax In Person Telephone #: 619-993-8846 Email: timchampion permits. com REMARKS: Plan revisions due to field changes. All disciplines are impacted. Replacement sets are summited for review & approval. By: ALl SADRE, S.E. Enclosures: EsGil 6/22 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 C3RLSBAD CBC2019-0140 (REV. _1) - PREV2019-0123 JULY 019 2019 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2019-0140 (REV. _1) - PREV2019-0123 PREPARED BY: ALl SADRE, S.E. DATE: JULY 019 2019 BUILDING ADDRESS: 1850 MARRON ROAD BUILDING OCCUPANCY: B/V-B; SPR. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Plan revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code ICB TBy Ordinance 11997 usc Building Permit Fee L] 11997 UBC Plan check Fee [i Type of Review: r Complete Review r: Structural Only r Repetitive Fee FERepeats p. * Based on hourly rate r Other Hourly EsGil Fee IF IF 21 Hrs. @* L $120.00I I $240.001 Comments: Sheet 1 of 1 4rc ity of Carlsbad Print Date: 11/06/2019 Permit No: PREV2019-0190 1850 Marron Rd, 106 BLDG-Permit Revision 1563011600 $ 0.00 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Description: Work Class: Commercial Permit Revis Status: Closed - Finaled Lot #:. Applied: 09/24/2019 Reference #: Issued: 10/17/2019 Construction Type Permit 11/06/2019 Finaled: Bathrooms: Inspector: PBurn Orig. Plan Check #: CBC2019-0140 Final Plan Check #: Inspection: YOGA SIX: STRUCTURAL & MECHANICAL EQUIPMENT CHANGES Applicant: Owner: Contractor: TIM SEAMAN P K I NORTH COUNTY PLAZA LP ELLIS CONTRACTING INC 3333 New Hyde Park Rd Kimco Realty Corp. 4010 Morena Blvd, Ste 210 619-993-8846 100 San Diego, CA 92117-5234 NEW HYDE PARK, NY 11042 858-581-1160 FEE AMOUNT BUILDING PLAN CHECK REVISION ADMIN FEE $35.00 MANUAL BLDG PLAN CHECK FEE $525.00 TotaFFees: $ 560.00 Total Payments To Date: $ 560.00 Balance Due: $0.00 Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1760-602-8560 f I www.carlsbadca.gov (City of Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Original Plan Check Number 654Q8 '1- 0) L/O Plan Revision Number rR-iô t O(O Project Address /50 Vl'l4R 4. 51-re 164 6- tog General Scope of Revision/Deferred Submittal: E6utPA1EATi WST I fUT- 1- f(L,€ ML.'TL' Fr-i ,,J&- CONTAG INFORMATION: Name 78 It, Phone - Fax '1 Address_/C flZDWU,% 4LiIP 57_ City 44'' Zip Email Address 'I4i L- e W.'5 vi,JZ. W— Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: Plans E- Calculations Soils LI Energy Other "f 'I) 2. Describe revisions in detail 3. List page(s) where each revision is shown c) &f KTV (d av) IJ€,& ffiftARIOICAL. 006Tb9 a? 3-0 Vi'?x? VIECIA AAA!~AL 9L/cj1J' __________ In/p .' F00- i) W 199V.F 3.0 Q&v'p ELEd A'-(' dP L. .° IOO Does this revision, in any way, alter the exterior of the project? LI Yes2-No Does this revision add ANY new floor area(s)? LI Yes EjiNo Does this revision affect any fire related issues? LI Yes EK'No Is this a complete set? LI Yes iNo / / €Signature_4?LLI /2P4L—_ Date (2 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602-2719 E: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov EsGil A SAFEbui1tCompany DATE: OCT. 011, 2019 O APPLICANT o JURIS. JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2019-0140 (REV.-2) - PREV2019-0190_ SET: I PROJECT ADDRESS: 1850 MARRON ROAD PROJECT NAME: YOGA SIX — T.I. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. 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. EJ 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. LI EsGil staff did advise the applicant that the plan check has been completed. contacted: TIM SEAMAN Telephone #: 619-993-8846 ' Datbntacted: ty-'-t (by2) Email: timchampionperm its. com Mail)Telephone Fax In Person RERKS: Plan revisions include new HVAC units on the roof. Certain updated mechanical & electrical sheets i1ñg with new structural plans and calculations are resubmitted for review & approval. By: ALl SADRE, S.E. Enclosures: EsGil 9/26 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2019- 0140 (REV.-2) - PREV2019-0190 PREPARED BY: ALl SADRE, S.E. DATE: OCT. 019 2019 BUILDING ADDRESS: 1850 MARRON ROAD BUILDING OCCUPANCY: B/V-B; SPR. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Plan revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code JCB 1 By Ordinance 11997 UBC Building Permit Fee Iz_J 11997 IJBC Plan Check Fee Type of Review: r Complete Review r r Other FE Repetitive Fee . Repeats _ Hourly EsGil Fee p p P * Based on hourly rate I- Structural Only 3.51 Hrs. @* $120.00l I $420.001 Comments: Sheet 1 of 1 )6yoGASIX Architectural Corporation REVISION 1: PLANNING CORRECTIONS To: City of Carlsbad Date: 10.11.2019 Project Nbr. #: PREV20I9-0190 do Plan Checker: Job No.: A2066 Alyssa Barman Project: YOGA SIX - CARLSBAD BDR-Structural 1850 Marron RD, Suite# 106 & 108 (760) 602-2709 Carlsbad, CA 92008 Subject: Planning Review Comments The following is a Response to Plan Check dated 10/08/2019. All comments have been indicated on the plans with a Delta 2 Revision, dated 10/11/2019. All other items and conditions remain unchanged. RESPONSE TO CORRECTIVE ACTION: PLAN REQUIREMENTS: 1. PLEASE UPDATE PLANS TO DECLAR A MAXIMUM HEIGHT OF ROOF MOUNTED EQUIPMENT AND SCREENING THAT COMPLETELY SCREENS PROPOSED ROOF MOUNTED EQUIPMENT - PROVIDE LINE OF SITE DRAWINGS OR AN ELEVATION SECTION SHOWING SCREENING OF ROOF MOUNTED EQUIPMENT FROM VIEW FROM A HEIGHT OF FIVE FEET FROM THE CLOSEST BUILDING WALL ON ANY NEIGHBORING LOT. PROVIDE SECTIONS FOR VIEWS TO THE NORTH AND SOUTH AS WELL AS TO THE EAST AND WEST. ADD DIMENSIONAL MEASUREMENTS TO YOUR RESUBMITTAL TO SHOW THE HEIGHT OF FIVE FEET FROM THE CLOSEST BUILDING WALL ON ANY NEIGHBORING LOT. SEE ATTACHED EXAMPLE RESPONSE: See added new sheet A3.2 END OF CORRECTIONS Page 1 SAN DIEGO. CA - REVISION 1: P.C. CORRECTION 9483 Haven Avenue, Suite 100 West Coast I Central I East Coast 909.259.99711 P Rancho Cucamonga, CA 91730 www.AmorArch.com 909.944.8409 1 F ISSUED BY: (E)±170-10" I-- SI.- (E)±67-11 Architectural Corporation 0 8492 HAVEN AVENUE. SUITE 100 0 RANCHO CUCAMONGACA9I130 0) P. 909.259.9911) F. 909.244.8409 cm WESTc QUIT IcENTRALI EAST COAST Q U) CLIENT () )6 YOGASIX C-) 1850 MARRON ROAD w SUITE 1080108 I CAALOAD.CA0= 0 PETER BARBARESI Z PHONE: (323)573-1975 < pbamA5I@yoIga J 0 CONSULTANT z 00 >- I— Cl) w z —J I- I CD U) - 00 NO N z KEYNOTES 0 (E) MECHANICAL ROOFTOP UNIT. SERVER ADjACENTTENANT 9-IC (B (N) ROOFTOP UNIT. SEE MECHANICAL DRAWINGS. (0) PARAPET WALL City of Carlsbad Building Division OCT 17 2ojq SCALE SIGHT LINE STUDY (S. EAST AND N. WEST) 1/41O 2 REVISIONS - (E) LANDSCAPE II PARKING LOT 500-10.11 PLAJOIINOCOARECTTONS 0 SETBACK (E) ±43'.O" . I- (E) 170.5" I-w U) z DATE 2019-10-11 PROJECT NUMBER 02008 SHEET NUMBER SCALE 132 tj , 114 =.4r . 4 3 DESIGNS. DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SIGHT LINE STUDY (E. NORTH AND W. SOUTH) #a an 2XURJ5 CRUEICRSEI 6 0 CR 4 6 S POST........_E #1 4XE011- _0101E S ex 0111111101- FRESSINIE 120M20 TIATSE_CCRE LEDOEFIS 201W P1W 3) 2020U 6111 IUI020CD 6*220601120 W 6920116910 0012011CR 614911.0601020150112011206810 CR 20961 FUMH 111110€ 6920 CF lIE 69206961. 1201110 INtL SE 00209 20)00.5 MU 19201. 00150CR 10120 1491190 CU20IJE 0€IE N. 220.0.1 CF lIE 000 5010 UnION. ALL 9(4112814911. SE 002020111549.019. 7) LAD PCRSEL WI UT 1W CF 20 CF 6120€ CR2020 FOR INS1)2020 P06206.1110 HUAS UCRL SE lIE 81W IDIOTH AS lIE I6ISE20 FOUION MU 12051W UMEIOR AS lIE 6120€. IIIISIEIN ALL LASS U PLAOL WIT 2020 69201. SE 206920 FOR 911.10510209206 ON 0000. 0) NO 61201CR 5691)5 ALLOWED 69 AM 70 SE SCI1 0) ALL IEUI. 020201050 694911. SE 1110011011 512060-lW. ALL CCI2010ON IN 069(201 OlIN 1W 12020 U 81201. SE 11111011 061W20 0202010651162060120 an 20)8120 FOR 201JI1WC69I20tCSE 69201. SE HQ1- ON120 FOR *6)49*150 CR 12006 SUMNO-lE 10)6 0CRZ 69 00611€. 20 WIlE 12 1520 FOR 820620 $120. 20flS. I) 0€ 2020L 0696200661201. VOW #11.0650506969 MU 2090020 AT lIE .1066111. MU 2011. SE NSBE FOR COIUNONS CF ALL OCUC MU UATHU*IS. 116112010 THOSE 69202020 UT II20ICSE. MW 01020119020 MU/CR WXeIOIU 820. SE CROUOHT 10 lIE 1110(1106 OF THE 156111001 MU 8110100201.090620 11610111110 FAMMMUM OR CCIUI11JCNON. 00120.5819066 ON 0201120 #20)Y AT 111.11W OOMIXu10. ALL 2020492 MU 12011512056*11. SE 20 U *600201100 OlIN LOOML, 5)7120*65 MU APPLICABLE PU OF THE 2013OF THE OK UnION 1120 COI6ISIOUS U 2020 UT 120691969. A JIY 6981001CR. AIVOICAIED UT MU 200201901011W MUITSET MU 69*21190 020ROCRI1. SMALL, SE 201mw UT lIE 06)20.0020 OF ALL 8120% al!~ECSON 20CIIIS AS WELL AS 20206.120120061561201. SE 50(110 THE 51101012011.2065011. 1990 0061201CR 811010111191.20*6905 MU 8120)20915 11€ 15202052010111W. 111200112020120120. 11EV 00 NOT 161100511W 2020 CF CCIWIUJCNOIL lIE CONIRCOTOR 82011. P2020 ALL 208120 HEOESSW 10 P5011W lIE $110101120. 20209. MU 0120206915692020500001109.612020002061201. WIT WIT 1201201020010.81902090 1CR CC*15TUIOIWN 5620IT 20910 FOR lIE 202661.202061 FOR THE 61516691669. FO 2010126€. FIM20I0. 5105W I50R. 8120061 MU 2040 FOR 20120 MU 051 P0126. 20.0€ 006111901CR 814911. 8111200€ MU 20T lIE 20 MU 2056911. SE 5011W 202020190 FOR ALL CCIUIUJONON 2065.209005.202020.201)20 MU 20O20 02010110N 205100€ 61)5 010€ 12011001200€ UnItER UnIL WIT U691*E lIE I0N CF THE 15695 1120 201105 611W ULY 2020011011€ MU T920. 06120310 120T 11€ 06920120.0€ CR5205 DO NOT 11111012050.5W COILmON. ALL ATUM20IT. 020201101€. F7210201 DC. 10 CE PROPEW 20)20 U CCIICE OlIN 520120*6120. MU lIE 0696201CR U .r,E FCR 201090 MU 115061110 11CR. - -L. A WIllY 120 2051020 69.151W W.61 P51 CR1502 L 5206 01512020 110 WIl 20620 C 0. 20120 200020? 06208 I a -1.0 69520206991.20.20111! 2020-1.10 U 9(20206991.20.201-6920620-01W =42101110 6W 69-1151 69-1.20 (169.20(12032020202000201. 206202020-0.207 Ut 20-20(12020W 2020200020. 201-20620-0*6 - 1) ALL WOOD SI I.- City of Car d Building Di* T oci i7 2C'9 oJ FRAMING PLAN RE to le NOTE: ((1 rIFxxp& C 85663 21 - - - - DENOTE NEW 1 3/4"x5 1/2' LVI. PER DETML 2/SI0I ulcROU.i (LVI.) LUMBER SHALL CONFUf56 TO NL1I-199 GRADE 1.9E. 9/3O/2j JiJ OF CAL - I SH!ET: JOB NAME: HVAC UNIT SUPPORT I SCALE: AS NOTED I YOGA 6 09-03-2019 I SIOO MOUR GROUP I 1850 Marron Rd. STE 106 & 108 DRAWN: OK I ENGINEERING + DESIGN I Carlsbad, Ca. 92008 I 6593R1VER0A1.EST.SANDIEG0cA.92120 I PROJECTNO.: EL1901 I PH. +01 819.727.4800 I c'ceVeQo(c,. 6196 (N) 400 WITH 'U410' HANGERS EA. END 1 3/4"x5 1/2" LVL 1 3/4"x5 1/2" LVL - \—(E)4x16 S.S. EA. SIDE W/ (2)-16d W/ (2)-16d TYP. COMMON WIRE NAILS COMMON WIRE NAILS AT 6" O.C. AT 6" O.C. STAGGER C _ (E)_4x16_PURUN D < F 10 \ OVA 4x6 2x4 2Z Z:©ICURB#3 I 4x6 2x4 CE) 4x16 PURUN 'U410' EA. EN 'LSTA2 .rYP. C i 'U24' SCAM - /12 FRAMING SECTION EN gciza , - CURB AND ATTACHMENT 'LSTA2 PER MANUF. SHIM 4" MAX. L. CURB—#2-1 2x4 4x6 T jI HNGR. ol lo CURB #1 • (E) d6PURUN coxC'1 t 'U410' EA. EN 1/4" DIA. LAG SCREW 5 EA. SIDE OF CURB #1 1 EA. CORNER OF CURB #2 4 EA. SIDE OF CURB #3 BLK'G PER PLAN ENLARGED FRAMING PLAN. (1) EZ2 ST - WALL.1 - /12 FRAMING SECTION 3 r - r-r I of 20 6593 Riverdale St. MOUR GROUP San Diego, CA 92120 ENGINEERING + DESIGN 619•727•4800 Structural Calculations for HVAC UNIT SUPPORT AT YOGA 6 1850 Marron Rd. Ste. 106 & 108 Carlsbad, Ca. Prepared for: Ellis Contracting 4010 Morena Blvd., Suite 21 San Diego, Ca. 92117 Date: September 3rd, 2019 D Project Number: EL1901 FRO4.10 0110 T- 2 of 20 TABLE OF CONTENT ITEM Li 921441 Framing Key Plan 3 Framing Analysis 4 Curb Connection Analysis 18 Seismic Criteria 19 WO 4 of 20 MOUR GROUP ENGINEERING + DESIGN 6593 Riverdale Street San Diego, CA 92120 IS 619-727-4800 Joe SHEET NO.___________________________ OF______________________ CALCULATED BY______________________ DATE___________________ HEK BY. DATE I 9345879 1 9315878123448711 131 987*73315879 33481711234 9 879173 - - 2çzc ~ - - - - Ar i /83I Q/.10 "4 - ...............................................:L ........: - S/q 4 s4I Lj i I'oo -- ts - I .. _ VL 1/> iIs-. ts- 24.v. i6 . .7 ,4 .. . . -- ,...;....... ... . . -, -- T . .. !_. . ... . .. - . - 24 U . ioa2s(s 8f_71 13; ¶18+ 'ilBo4C7-6,SIY ,q41 I 5 M6 '2.-SD64 - - T - - * - -- * - - $ - - - - I &'usod4 i.e:•?'b.i j 0 FCCUCT7 5 of 20 MOUR GROUP ENGINEERING + DESIGN 6593 Riverdale Street San Diego, CA 92120 Fj Is 619-727-4800 oe SHEET NO. OF__________________ CALCULATED BY DATE__________________ CHECKED BY______________ DATE___________ SCALE S 3 70 I 3 3 5 3 0 7 I I P 7 5 5 1 7 I I 3 3 4 5 5 7 9.9 P 3 a S a 7 5 I P 3 'L — . - .2 b COT I IP **G2 AND G4 OK BY INSPECTION DUE TO LOADS BEING LESS THAN GI AND G3 ;••• . .---i . . . ._ :. .. ..................................................................................................................................................................................... • . . - .. .... .,. ........... .: . .. .... a . :-•--.....-- -. : . --- ..................• . . . .-.. . . . . . ... .... . . . 7 . -•:-- :. .:.... .....................................-...- -.... .. .1 . ..... _ . - :. ... I -•---••! - ._ .,. ... . .3 I ........; .J L - . .......... . , ._.... - - .._ '- .. ,.- . .. ..-.. .. ..: .. .......................P.....................-. ........... I. • ...:,.......... -, ... : ... . .. . . -_ ___ .• , . . ........... . • .• . . .-• -.•. .-. ..• ........3 ..._ .. 4 o PROT7 6 of 20 Project Title: Engineer: Project ID: Project Descr: WoodIBeam Software copyright ENERCALC, INC. 1983-2019, Build:10.19.1.27 . Lic. # KW-06012170 Licensee Mour Group Engineering + Design, Inc., KW-06012170 DESCRIPTIO Ji CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-16 Material Properties Analysis MethoAllowable Stress Design Fb + 2,100.0 psi E: Modulus of Elasti Load CombinatiASCE 7-16 Fb - 2,100.0 psi Ebend- xx 1,800.0ksi Fc - PrIl 1,600.0 psi Eminbend - x 1,800.0 ksi Wood Species 1985 Doug Fir Fc - Perp 625.0 psi Wood Grade Select Structural Fv 95.0 psi Ft 1,200.0 psi Density 34.0 pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling 3.50 X 15.250 Span = 26.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number I Uniform Load: D = 0.120, Lr = 0.160 k/ft. Extent = 0.0 -->> 9.080 ft, Tributary Width = 1.0 ft PointLoad: D=0.510k@9.080ft Uniform Load: D =0.120, Lr = 0.160 k/ft. Extent = 12.0 -->> 26.0 ft.. Tributary Width = 1.0 ft Uniform Load: D =0.120, Lr = 0.080 k/ft. Extent = 9.080 -->> 12.0 ft. Tributary Width = 1.0 ft Point Load : D=0.510k@12.Oft = •0.890:1 3.50 X 15.250 = 105.73 psi = 118.75 psi +D+Lr+H = 0.000 ft = Span #1 Maximum Bending Stress Ratio = 0.942 1 Maximum Shear Stress Ratio Section used for this span 3.50 X 15.250 Section used for this span fb : Actual = 2,475.05 psi fv : Actual FB : Allowable = 2,625.00 psi Fv : Allowable Load Combination +D+Lr+H Load Combination Location of maximum on span = 12.051 ft Location of maximum on span Span # where maximum occurs = Span # I Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.813 in Ratio = 383 >=360 Max Upward Transient Deflection 0.000 in Ratio = 0<360 Max Downward Total Deflection 1.806 in Ratio = 172<180 Max Upward Total Deflection 0.000 in Ratio = 0<180 7 of 20 Project Title: Engineer: Project ID: Project Descr: WoodIBeam Software copyright ENERCALC, INC. 1983-2019, Build:10.19.1.27 . Lie. # : KW-06012170 Licensee Mour Group Engineering + Design, Inc., KW-06012170 ESCRIPTIO Ji E 0 2.47 523 139 1015 1132 1528 1124 20.40 2295 2553 ance(Ft) I +D+H I +D+L+N I +D+L'+H I +D++H I +041DLu+0.7SDL+K I +D+D.601+K I +D+D.1SIIL'+D15DW+H I +D+D.1DS+D.4IW+H I +11.6D+D.6DW+.6H I 0+.1E+.600 I 040J01,+0.1D+D3lDE+F I +.60D+D.7E+K 2,41 5,113 139 10.15 1212 1528 1124 20.40 22,95 353 MM (ft) I +D+H I +D+L+K I +D+L'+H I +D+5+H I +D+.1SD1'+.7fiL+H I +D+.7L+.1SS+H I +D+.60W+H I +D+.15L'+DASDl1+N I +D+D.15D5+.45W+N I 46D+D.6DW+D.611 I 00.70E+D.6011 I 041DL+D.7SDS+3lS+ I 4611ID+D.7OE+H 8 of 20 Project Title: Engineer: Project ID: Project Descr: WoodI :r.i Softwam copyright ENERCALC, INC. 1983-2019, Build: 10.19.1.27 Lic. # KW-06012170 Licensee Mour Group Engineering + Design, Inc., KW-06012170 DESCRIPTIO Ji Mi 53 1S9 1015 12J2 1528 Ii84 MAO RA 25.53 Diance (it) I +D+H I +D+L+H I +D+Li+K I +D+c+H I +D+O.ThDL'+.7[+H I +D+.1SDL+D.1SDS+H 1040+11 I +D+D.7SDL'+.4S'W+K I +D+.1SDS+D.45'W+H I +D.6D+.6DW+.6H I 041E+.61111 I +D+U.1SL+D.1SDS+D3l5'E+P I+D.6DD+D.ThE+H IDOIy hOly 2 LOnly ISOnly IWOily IEO.ly HOily 9 of 20 Project Title: Engineer: Project ID: Project Descr: I W9od Beam Software copyright ENERCALC. INC. 1983-2019, Build:10.19.1.27 . I DESCRIPTIO J2 CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-16 Material Properties Analysis MethoAllowable Stress Design Fb + 2,100.0 psi E: Modulus of Elasti Load CombinatiSCE 7-16 Fb - 2,100.0 psi Ebend-xx 1,800.Oksi Fc - Prll 1,600.0 psi Eminbend - x 1,800.0ksi Wood Species 1985 Doug Fir Fc - Perp 625.0 psi Wood Grade Select Structural Fv 95.0 psi Ft 1,200.0 psi Density 34.0 pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling 4x16 Span =26.oft 'I Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load: 0 = 0.120, Lr = 0.160 k/ft. Extent = 0.0 -->> 9.080 ft, Tributary Width= 1.0 ft Point Load: D = 0.3150 k @9.080 ft Uniform Load: 0 = 0.120, Lr = 0.160 k/ft. Extent = 12.0 —>> 26.0 ft, Tributary Width = 1.0 ft Uniform Load: D = 0.120, Lr = 0.080 k/ft, Extent = 9.080 —>> 12.0 ft. Tributary Width = 1.0 ft Point Load: D = 0.3150k @ 12.0 ft Maximum Bending Stress Ratio = 0.869t I Maximum Shear Stress Ratio = 0.835 :1 Section used for this span 4x16 Section used for this span 4x16 fb : Actual = 2,281 .72p5i fv : Actual = 99.21 psi FB : Allowable = 2,625.00 psi Fv : Allowable = 118.75 psi Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span = 12.431 ft Location of maximum on span = 0.000 ft Span # where maximum occurs = Span # I Span # where maximum occurs = Span # I Maximum Deflection Max Downward Transient Deflection 0.813 in Ratio = 383 >360 Max Upward Transient Deflection 0.000 in Ratio = 0<360 Max Downward Total Deflection 1.681 in Ratio = 185>=180 Max Upward Total Deflection 0.000 in Ratio = 0<180 10 of 20 Project Title: Engineer: Project ID: Project Descr: Wood•Beam Software copyright ENERCALC. INC. 1983-2019, Build:10.19.1.27 Lic. # : KW.06012170 Licensee Mour Group Engineering + Design, Inc., K-06012170 DIESCRIPTIO 241 53 139 1O15 1222 1528 94 284 22,95 ance(ft) I +D+H I +D+L+K I +D+Lu+K I +D+S+H I +D+D.1Mu+D.7iL+H I +D+D.7SL+D.1Sf+H +D+D.6DW+Il I +D+D,7SLI+D,4c'W+K I +D+.1SDS+.4SW+K 1460400.6011 I 047E46011 I 0+.7sM+.1c+OslDE+ I +0.60D+.1E+K 241 53 139 1015 1212 1528 114 2049 22I95 2553 aie (ft) I +D+ I +D+L+K I +D+L'+II I +D+S+H I +D+D.i5DL'+.75M+H I +0+0.1DL+D.7SD5+ I +D+D.6W+ I sD+D.1DL'+0AIDW+H I +D+.1SD+.4S'W+K I 46D+D.6W+D.6II I 0+11JE+O.60 I 0415DL+b.1SS43lS+F I +0.6D+D.ThE+K 11 of 20 Project Title: Engineer: Project ID: Project Descr: A1TT I :fl I Software copyright ENERCALC, INC. 1983-2019, Build:10.19.1.27 Lic. # : KW-06012170 Licensee : Mour Group Engineering + Design, Inc. K-0601217 DESCRIPTIO J2 241 5O3 1S9 lOdS +D+H I +D+L+H I +D+L'+ I +D+0.6W+H I +D+D.1SLu+DADW+H I +D+D.1SS+D.4SW+H I 46D+D.ThE+ff I Holy LiOnly IEOIy IKOily 12J2 1528 D&ance (ft) I+D+S+H I 1184 2048 225 2533 I +D+.15L'+D.1SDL+K I +D+D.7SDL+.1SDS+H I +D+D.1DE+.6011 I 0415DL+.15DS+.SSE+F IOIly IWOnly 12 of 20 Project Title: Engineer: Project ID: Project Descr: Wood Beam Software copynght ENERCALC, INC. 1983-2019, Build:10.19.1.27 . I DESCRIPTIO GI CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 Material ProDerties Analysis MethoAllowable Stress Design Fb + 2,400.0 psi E: Modulus of Elasti Load CombinatASCE 7-10 Fb - 1,850.0 psi Ebend- xx 1,800.0ksi Fc - PrIl 1,650.0 psi Eminbend - x 950.0 ksi Wood Species DF/DF Fc - Perp 650.0 psi Ebend- yy 1,600.0ksi Wood Grade 24F - V4 Fv 265.0 psi Eminbend - y 850.0 ksi Ft 1,100.0 psi Density 31.210pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling 5.125x25.5 Span = 35.170 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: 0 = 0.450, Lr = 0.3050, Tributary Width = 1.0 ft Point Load: 0 = 0.3750k @1.170 ft Point Load: D = 0.6050k @9.170 ft Point Load: D = 0.40k @5.170 ft Maximum Bending Stress Ratio = 0.9811 1 Maximum Shear Stress Ratio = 0.433:1 Section used for this span 5.125x25.5 Section used for this span 5.125x25.5 tb : Actual = 2,609.83 psi fv : Actual = 143.50 psi FB : Allowable = 2,642.35 psi Fv : Allowable = 331.25 psi Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span = 17.328ft Location of maximum on span = 0.000 ft Span # where maximum occurs = Span # I Span # where maximum occurs = Span # I Maximum Deflection Max Downward Transient Deflection 0.829 in Ratio = 509 >=360 Max Upward Transient Deflection 0.000 in Ratio = 0<360 Max Downward Total Deflection 2.130 in Ratio = 198>=180 Max Upward Total Deflection 0.000 in Ratio = 0<180 13 of 20 Project Title: Engineer: Project ID: Project Descr: WoodIBeam i Lic. # KW-060112170 Licensee : Mour Group Engineering + Design, Inc., KW-06012170 ESCRIPTIO Gi A" IL I C I E 0 334 I+D+ I+D+L+H U +D+.6DW+ll I +D+0.fl'E+H 40D+.75E+L60 ii 6.80 1027 1323 1120 1119 24.13 2150 3126 3453 ant) +D+Lu+II I +D+S+H I +D+D.7S01.4.791.4 I +D+JSDL+D.15OS+H +D+0.1DL'+D.Th0L+O.4SD1+H I +D+D.1DL+D.1E'+D.45W+K I 0+0.1sDL+D.8Dc+D3zD+K 1 0.611040+111.6011 334 6.80 1027 1323 1120 2W 242 2150 31.86 3453 ae (ft) +D+K I +D+L+N I +D+L'+K I +D+S+K I +D+O.7SDLu+.7DL+K I +D+D.1SDL+D.flf+K I +0+00+11 I +D+U.7E+K I 441SDL'+D.1DL+.4W+N I +D+b.7 L+D.1 +.4W+H I I +D.6D+D.6W+.6DK 0.60D+D.ThE+.6011 14 of 20 Project Title: Engineer: Project ID: Project Descr: WoodI -1*li I Lic. # KW-06012170 Licensee Mour Group Engineering + Design, Inc., K-06012170 DESCRIPTIO Gi 334 6A 1021 13.73 1720 ZOM 242 DR 315 3453 Distance (ft) I +D+H I +D+L+H I +D+L'+H I +D+S+H I +D+D.1SLi+.7DL+H I +0+0.701.41SDS+ I +D+.60W+H I +D+.1DE+N I +D+o.7s01.+.75L+e.4ew+H I +D+D.1SDL+O.1S+D.45W+K I 041 L+.1D5+3Z5E+K I +.60D+D.6UW+D.6II I +.047DE+.61I I DOIly I LiOnly G LOnly I Solly I WOnly lEOnly IHOnly 15 of 20 Project Title: Engineer: Project ID: Project Descr: WoodI :r*i Lic. # KW-06012170 Licensee : Mour Group Engineering + Design, Inc., KW-06012170 DESCRIPTIO 3 CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis MethoAllowable Stress Design Fb + 2,400.0 psi E: Modulus of Elasfi Load CombinatiSCE 7-10 Fb - 2,400.0 psi Ebend- xx 1,800.Oksi Fc - PrIl 1,650.0 psi Eminbend - x 950.0 ksi Wood Species DF/DF Fc - Perp 650.0 psi Ebend- yy 1,600.0 ksi Wood Grade 24F - V8 Fv 265.0 psi Eminbend - y 850.0 ksi Ft 1,100.0psi Density 31.210pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling 0(9.06) Lr(5.36) D(0.45) Lr(0.305) 0(0.45) Lr(O.305) p p p p p 5.125x25.5 5.125x25.5 F Span = 25.0 ft Span = 4.830 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number I Uniform Load: 0 = 0.450, Lr = 0.3050, Tributary Width = 1.0 ft Load for Span Number 2 Uniform Load: D = 0.450, Lr = 0.3050, Tributary Width = 1.0 ft Point Load: D = 9.060, Lr = 5.360 k @4.830 ft ximum Bending Stress Ratio = 0.620 1 Maximum Shear Stress Ratio = 0.571 :1 Section used for this span 5.125x25.5 Section used for this span 5.125x25.5 fb : Actual = 1,695.04 psi fv Actual = 189.13 psi F13: Allowable = 2,734.09psi Fv : Allowable = 331.25 psi Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span = 25.000ft Location of maximum on span = 25.000 ft Span # where maximum occurs = Span # I Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.061 in Ratio = 1910>=360 Max Upward Transient Deflection -0.005 in Ratio = 61582 >=360 Max Downward Total Deflection 0.186 in Ratio = 622>=180 Max Upward Total Deflection -0.024 in Ratio = 12271 >=180 16 of 20 Project Title: Engineer: Project ID: Project Descr: Wood Beam - Software copyright1*I 1'll['hJ1 0119I 1iir[0II7 Lic. # KW-06012170 Licensee : Mour Group Engineering + Design, Inc., KW-06012170 ESCRIPTIO G3 E 0 239 533 866 11.59 14.53 11.46 2039 2332 2621 all t) 10+11 I+DfL+K I +D+L'+ I +D+5+H I 041L'+.1S'L+H I 04191,47SD+H 1040+11 I +D+D.1E+H I 047 L'+D.7 L+.4SW+H I 0+.1 L+.7S +.4DW+O I +D+.7S01.41S S+lEsK I 4D+D.6'W46I1 +.60D+.7E46II 239 533 OA 11.59 14.53 11.46 2039 2332 2621 2916 Man (it) l+D+U I+D+L+H • +D+L'+Il I +D+S+H I 047SDL'+D.7SL+ I +D+.1bL+D.1S+11 I +D+0.60W+Il I sD+D.ThE+N • 4+.191,147SDL+.4SDW+11 I 447SDL+D.75+b.45W+11 I 0+.1L41 +D.SlDE+H I +.60D+.6D+.6DK I +.60D+D.7DE4611 17 of 20 Project Title: Engineer: Project ID: Project Descr: 1T Software copyright ENERCALC, INC. 1983-2019, Build:10.19.127 . Lic. # KW-06012170 Licensee Mour Group Engineering + Design, Inc., KW-0601217 DESCRIPTIO 33 A NI 239 5J3 89 11S9 14S3 I7A5 2039 2332 16A5 2929 Man ft) 10+11 I +D+L+N I +D+L'+K I +D+5+H I +D+D.10L'+0.1DL+H I +D+D.7IL+D.1D+N +D+.6W+ I +D+.7DE+K I +D+D.7SDL'+b.7S0L+O.4W+H I +D+D.1S1+.1S +.4W+H I +D+O.7 L+.1D5+D3Z5E+H I +.60+11.60W+L6011 I +.611D+.1DE+.6011 I DOIy I L'Oly LORly I 50.!y I WOly lECily lllOaly 18 of 20 6593 Riverdale St. San Diego, CA 92120 1619)727-4800 Page_ of - MOUR GROUP ENGINEERING + DESIGN Client:Ellis EL1901 I Description: _MUA-1 I Curb Information Hcurb = 16.25 in (Height from support structure to top of curb) (Length of curb) wcurb = Lcurb =_133.1875_in 31 in (Width of curb) WGTcurb =_176 Lbs (Weight of curb) Unit Information WGlunit = 1541 Lbs (Weight of Unit) lbs (Maximum corner weight) Wtmin = 288.9375 lbs (Minimum corner weight) (Height of unit above curb) m Hc = Wtmax =_481.5625 21.759375 in (Height from top of curb to center of mass of unit) Hunit =_39.5625_in (Length of unit) Wunit = Lunit =_142.25_in 49.5 in (Width of unit) Seismic Loading 2016_CBC_12015_IBC1 (Site specific value) Fa = Ss =_1.123 1.051 (Interpolated from Table 11.4-1 ASCE 7-101 Sms=1.180 (Fa*Ss) Sds = 0.787 (2/3*Sms) 1P 1.0 Fpmax = 0.3933 Wp .4*ap*Sds*Wp*3/(Rp/Ip) FpmaxASD = 424 lbs (0.7Fpmax) FpmaxASo = 473 lbs -2016 (unit only) CBC 12015 IBCI (unit and curb) Wind Loading Assume Exposure Category C """ Kz = 0.9 (Table 29.3-1 ACSE 7-101 Kzt =1.0 NO topographic effects assumed for rooftop mounted units) Kd = 0.85 (Directionality factor Table 26.6-1 ASCE 7-101 V = 110 (Wind velocity, mph for Occupancy Cat II bldgs Exp. Cat C) GCrIhrjzl =1.9 (Refer pg. 309 ASCE 7-101 GCriverti =1 1.5 (Refer pg. 309 ASCE 7-101 qz 23.7 psf = 0.00256*Kz*Kzt*Kd*V2 (Eq. 29.3-1 ASCE 7-101 FhASDtrans = 1489 lbs =0.6*qz*GCr*Lunit*(Hunit+Hcurb) (Eq. 29.5-21 FhASDlong = 518 Lbs = 0.6*qz*GCr*Wu nit* (Hunit+Hcurb) FVeIIASO = 1043 lbs = 0.6*qz*GCr*Lunit*Wunit (Eq. 29.5-31 Connection of Curb to_ Supporting _Structure Roof Loading SEISMIC: (0.6-0.14SDS1D + 0.7E WIND: 0.60 + W Transverse:I UpLiftM = 1833 lbs ShearM = 745 lbs CompressionSElSMlC = 1533 lbs =tFpmaxAS0*(Hcm+Hcurbl+(1+0.14Sos)*(WGTUflt,FbI2)*wcurbJ/wcurb TensionSEISMIC = 692 lbs =CompsEIsMIc_(0.6_0.14505)*(WOlunit+curb) CompressionwlND = 1820 Lbs =[Fh tns so*(Hcm+Hcurb)+0.6*(WGTUnht,cUJ2)*wcurb_F,.Aso*wcurb/2]/wcurb TensionND = 1833Lbs=[Fh ,ranssso*(Hcm+Hcurb)_06*(WGT n.tcrJ2)*wcurb+Fyertso*wcurb/2)/wcurb CompressionsElSMlC = 1088 lbs =LFpmaxASD*(Hcm+Hcurb)+(1+0.14505)*(WGTunjt,curb/2)*Lcurbj/Lcurb TensionSEISMIC = 247 lbs =Comp5EISMIC-(0.6-0. 14S05)*(WGTunit+curb) CompressionND = 142 Lbs =(Fh irans so*(Hcm+HcuthI+0.6*(WGTunit.c /2)*Lcurb_Fvert so*Lcurb/21/Lcurb TensionWMfl = 154 Lbs =[Fh ,,An*IHcm+Hcurb)_0.6*(WGT,,_;,.....J2)*Lcurb+F.,.cn*Lcurb/2l/Lcurb Wood Attachment: Use 1/4" ip Lag screws w13_Min. Embed Transverse: TaLLjI_360 lbs # of Screws Reqd for Uplift = 6.16 VaLL0,=_176_lbs # of Bolts Required = 7 # of Screws Reqd for Shear = 2.50 Reqd Min Spacing =_20.9 in o.c. Use 1/4" cb lag screws 0 20.9 in o.c. along long side of curb w/ 3" Mm. Embed Longitudinal: # of Screws Reqd for Uplift = 0.8 # of Bolts Required = 1 # of Screws Reqd for Shear = 0.9 Reqd Min Spacing =_23.0 in o.c. Use 1/4" b lag screws 0 23 in o.c. along short side of curb w/ 3' Mm. Embed 297.5463 The Shoppes at 1 Carlsbad Mall V 913/2019 U.S. Seismic Design Maps 19 of 20 OSHPD 1850 Marron Rd, Carlsbad, CA 92008, USA Latitude, Longitude: 33.1772125, -117.33896909999999 Tree 9 r / ,ofcs Dollar erizon ~ - 10 AI~k Pearl Nils an / /Grove Park HoSp Olive - Goágie 1L Map data 02019 Google Date 9/3/2019,2:03:36 PM Design Code Reference Document ASCE7-10 Risk Category II Site Class D - Stiff Soil Type Value Description SS 1.123 MCER ground motion. (for 0.2 second period) S1 0.432 MCER ground motion. (for 1.0s period) SMS 1.18 Site-modified spectral acceleration value SMI 0.677 Site-modified spectral acceleration value SOS 0.787 Numeric seismic design value at 0.2 second SA S01 0.451 Numeric seismic design value at 1.0 second SA Type Value Description SDC D Seismic design category F8 1.051 Site amplification factor at 02 second F 1.568 Site amplification factor at 1.0 second PGA 0.439 MCEG peak ground acceleration FpGA 1.061 Site amplification factor at PGA PGAM 0.466 Site modified peak ground acceleration TL 8 Long-period transition period In seconds SsRT 1.123 Probabilistic risk-targeted ground motion. (0.2 second) SsUH 1.173 Factored uniform-hazard (2% probability of exceedance In 50 years) spectral acceleration SsD 1.5 Factored deterministic acceleration value. (02 second) SIRT 0.432 Probabilistic risk-targeted ground motion. (1.0 second) SIUH 0.428 Factored uniform-hazard (2% probability of exceedance In 50 years) spectral acceleration. SID 0.6 Factored deterministic acceleration value. (1.0 second) PGAd 0.55 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.957 Mapped value of the risk coefficient at short periods C 1 1.008 Mapped value of the risk coefficient at a period of 1 a https:l/seismicmaps.org 112 913/2019 U.S. Seismic Design Maps 20 of 20 MCER Response Spectrum 1.5 2.5 5.0 7.5 * Period, T (sec) - Sa(g) 2.5 - 5.0 7.5 Period, T(sec) - Sa(g) DISCLAIMER While the InlOrmatlon presented on this website is believed to be correct. a 1.03 EM and its sponsors and contributors assume no responsibility or liability for Its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC I OSHPD do not intend that the use of this Information replace the sound Judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals In interpreting and applying the results of the seismic data provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and Interpretation for the building site described by latltudellongitude location In the search results of this webstie. 1.0 PO 0.5 0.0 0.0 Design Response Spectrum 0.8 0.6 r 0.4 0.2 0.0 0.0 httpsl/seismicmaps.org 212