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2502 EL CAMINO REAL; ; CBC2019-0275; Permit
Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: 2502 El Camino Real BLDG-Commercial 1670305000 $765,089.50 A3 Work Class: Lot #: Reference #: Construction Type: # Dwelling Units:. Bathrooms: Bedrooms: Orig. Plan Check #: Plan Check #: (ht of Carlsbad Commercial Permit Print Date:' 11/18/2019 Permit No: CBC2019-0275 Tenant Improvement Status: Closed - Finaled Applied: 06/05/2019 Issued: 08/12/2019 VB Permit Finaled: Inspector: MCoII Final Inspection: 11/18/2019 11:35:24A Project Title: Description: PLANET FITNESS: 16,450 SF TI FITNESS TO FITNESS Owner: CARLSBAD PLAZA LIMITED GEOFF REESLUND Po Box 8700 Hughes Investments NEWPORT BEACH, CA 92658 949-759-9531 x24 Contractor: FLYNN CONSTRUCTION OF CALIFORNIA INC 600 Penn Ave Pittsburgh, PA 15222-3205 412-735-4616 BUILDING PERMIT FEE ($2000+) $2,835.00 BUILDING PLAN CHECK FEE (BLDG) $1,984.50 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $242.00 FIRE A-2 & A-3 Occupancies - TI $628.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION $175.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $104.00 5B1473 GREEN BUILDING STATE STANDARDS FEE $31.00 STRONG MOTION-COMMERCIAL $214.23 Total Fees: $6,213.73 Total Payments To Date: $6,213.73 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar, application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. . 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov BRIEF DESCRIPTION OF WORK: Name: City: Name: Address: CCityof Carlsbad COMMERCIAL' BUILDING PERMIT APPLICATION B-2 Plan Check Est. Value PC Deposit Date Job Address 2 FL Ce-*vi; Ag &A Suite: APN: Tenant Name: 'PLOAjJ - rJ '5 CT/Project #: Lot #:________ Occupancy: Construction Type: T Fire Sprinklers: j / no Air Conditioning: / no O Addition/New:. New SF and Use, New SF and Use, Deck SF, Patio Cover SF (not including flatwork) XTenant Improvement: It izL450 SF, Existing Use -rP25 Proposed Use SF, Existing Use Proposed Use O Pool/Spa: SF Additional Gas or Electrical Features? D Solar: KW, Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes / No El Plumbing/Mechanical/Electrical Only: 0 Other: APPLICANT (PRIMARY) PROPERTY OWNER Name:'TlijAl Address: Z! ' City: Phone: 414q.. Email: LS o" DESIGN PROFESSIONAL Name: D..*i' c Address: 'S4 34- City: ltlO!!fovl( State:t Zip: et45 Phone: Z c,Lg O7?3 Email: (4flO (( YP1(W'flJJ COW1 Architect State License: C - 1'1( P5 (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 ($500)). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIdingtcarlsbadca.gov B-2 Page 1 of Rev. 06/18 (OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: 0 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. have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for teperfor1nance of the work for which this permit is issued. / My workers' compensation insurance carrier and policy number are: Insur ce Compa y Name: ¼CY1t ' mP r"r l 1 J.) ( ('J Policy No. V's.1 C ti'-> ) $(7 Expiration Date: /_CJ 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to 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: DAGENT DATE: ./2 /ii (OPTION 6 ): OWNER-BUILDER DECLARATION: I hereby affirm that lam 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 dd 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: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. Dyes 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 I address / phone / contractors' license number): S. 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 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 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 days (Section 106.4.4 Uniform Buildinode). APPLICANT SIG DATE: 5/21/19 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@CarIsbadca.gOv B-2 Page 2 Of 2 Rev. 06/18 Permit Type: BLDG-Commercial Application Date: 06/05/2019 Owner: CARLSBAD PLAZA LIMITED Work Class: Tenant Improvement Issue Date: 08/12/2019 Subdivision: Status: Closed - Finaled Expiration Date: 05/05/2020 Address: 2502 El Camino Real IVR Number: 19556 Carlsbad, CA 92008-1201 Scheduled Actual •Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency TCO granted, ok to occupy. See card for . Yes minor pick up. BLDG-Building Deficiency • Tanning and enhancement booths Ok per Yes PB. BLDG-Building Deficiency Not ready, need Fire Dept sign off. No BLDG-Plumbing Final Yes BLDG-Electrical Final • Yes NOTES Created By TEXT Created Date Michael Collins Tanning and enhancement booths Ok per PB. 11/18/2019 BLDG-Fire Final 104172-2019 Scheduled Felix Salcedo Incomplete Checklist Item • COMMENTS Passed FIRE- Building Final No November 18, 2019 . Page 4of4 Permit Type: BLDG-Commercial Application Date: 06/05/2019 Owner: CARLSBAD PLAZA LIMITED Work Class: Tenant Improvement . Issue Date: 08/12/2019 Subdivision: Status: Closed - Finaled Expiration Date: 05/05/2020 Address: 2502 El Camino Real Carlsbad, CA 92008-1201 IVR Number: 19556 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 10130/2019 10/3012019 BLDG-Final 109331-2019 Failed Michael Collins Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready, need Fire Dept sign off. No 10/31/2019 10/3112019 BLDG-34 Rough 109389-2019 Partial Pass Michael Collins Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-44 109388-2019 Partial Pass Michael Collins Reinspection Incomplete RoughlDuctslDampe N Chicklist Item COMMENTS Passed BLDG-Building Deficiency Partial prelim duct sealing. See card. Yes BLDG-Building Deficiency Prelim duct sealing at Rm 111 B-F, 115 A-B Yes BLDG-Final 109387-2019 Failed Michael Collins Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready, need Fire Dept sign off. No 11105/2019 11I05/2019 BLDG-44 109786-2019 Partial Pass Michael Collins Reinspection Incomplete Rough!Ducts/Dampe I'S Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial prelim duct sealing. See card. Need Yes 20 amp breaker for RTLJ -7 BLDG-Building Deficiency Prelim duct sealing at Rm 111 B-F, 115 A-B Yes BLDG-Building Deficiency Roof top equipment & service receptacles Yes Ok 11/07/2019 11/07/2019 BLDG-Final 110133-2019 Partial Pass Michael Collins Reinspection Incomplete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency TCO granted, Ok to occupy. See card for Yes minor pick up. BLDG-Building Deficiency Not ready, need Fire Dept sign off. No 11/18/2019 11118/2019 BLDG-Final 111158-2019 Passed Michael Collins Complete Inspection November 18, 2019 Page 3 of 4 Permit Type: BLDG-Commercial Application Date: 06/05/2019 Owner: CARLSBAD PLAZA LIMITED Work Class: Tenant Improvement Issue Date: 08/12/2019 Subdivision:. Status: Closed - Finaled Expiration Date: 05/05/2020 Address: 2502 El Camino Real Carlsbad, CA 92008-1201 IVR Number: 19556 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete • Checklist Item COMMENTS Passed BLDG-14 Partial at walls in Men's and women's Yes Frame-Steel-Bolting-Welding restrooms. Add supports to DW\f at 4 foot. (Decks) Check slope of vent line in men's restroom. Add shot pin anchors to bottom track in framing. BLDG-34 Rough Electrical Yes 09/04/2019 0910412019 BLDG-84 Rough 102924-2019 Partial Pass Chris Renfro Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-14 . Partial at walls in Men's and women's Yes Frame-Steel-Bolting-Welding restrooms. Add supports to DW at 4 foot. (Decks) Check slope of vent line inmen's restroom. Add shot pin anchors to bottom track in framing. Above Corrections completed. BLDG-34 Rough Electrical . Yes 09/06/2019 09106/2019 BLDG-Il Interior 103284-2019 Partial Pass Chris Renfro Reinspection Incomplete LathlDrywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Inspection of locker rooms, pony walls and Yes remaining drywall. Pending are both restrooms 09/13/2019 09/1312019 BLDG-17 Interior 103998-2019 Passed Michael Collins Complete Lath/Drywall Checklist Item - COMMENTS Passed BLDG-Building Deficiency Showers at locker rooms only Yes BLDG-Building Deficiency Inspection of locker rooms, pony walls and ' Yes remaining drywall. Pending are both -' restrooms 09/23/2019 09/23/2019 BLDG-85 T-Bär, 104982-2019 Failed Michael Collins Reinspection Complete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency . Not ready • No 10/03/2019 10/03/2019 BLDG-23 I06413-2019 Passed Michael-Collins Complete Gas/Test/Repairs Checklist Item COMMENTS Passed BLDG-Building Deficiency Gas test Ok. See card. GMR emailed to Yes SDGE 10104/2019 10/04/2019 BLDG-85T-Bar, 106520.2019 Passed Paul York Complete Ceiling Grids, . Overhead . Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready . Yes November 18, 2019 Page 20f4 Permit Type: BLDG-Commercial Application Date: 06/05/2019 Owner: CARLSBAD PLAZA LIMITED Work Class: Tenant Improvement Issue Date: 08/12/2019 Subdivision: Status: Closed - Finaled Expiration Date: 05/05/2020 Address: 2502 El Camino Real Carlsbad, CA 92008-1201 IVR Number: 19556 ( Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 08I1912019 0811912019 BLDG-81 101185-2019 Passed Michael Collins Complete Underground Combo(11,12,21,31) Checklist Item COMMENTS Passed BLDG-21 Waste to POC for Restrooms/Locker Rms Yes Underground-Underfloor Plumbing BLDG-31 Conduit only at Treadmill! Stair steppers Yes Underground-Conduit Wiring BLDG-84 Rough 101186-2019 Partial Pass Michael Collins Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-14 Partial at walls only, Rm lii BF, 114, No - Frame-Steel-Bolting-Welding ii 5A-B (Decks) BLDG-34 Rough Electrical No 08126/2019 08/26/2019 BLDG-17 Interior 101964-2019 Partial Pass Michael Collins Reinspection incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Walls only at Rm iii B-F, 114,115 A&B. Yes East side demising wall. Reinspection Incomplete Passed Yes Reinspection incomplete Passed Yes Yes . Reinspection • Incomplete BLDG-44 101963-2019 Partial Pass Michael Collins RoughlDuctslDampe rs Checklist Item COMMENTS BLDG-Building Deficiency Partial prelim duct sealing. See card. 08/3012019 0813012019 BLDG-17 Interior 102608-2019 Partial Pass Michael Collins Lath/Drywall Checklist Item COMMENTS BLDG-Building Deficiency Wall at Line 2 & D-F BLDG-Building Deficiency Walls only at Rm lii B-F, 114, 115A&B, East side demising wall. BLDG-44 102607-2019 Partial Pass Michael Collins RoughlDuctslDampe N Checklist Item COMMENTS Passed BLDG-Building Deficienóy Prelim duct sealing at Rm Iii B-F, 115 A-B Yes BLDG-Building Deficiency Partial prelim duct sealing. See card. Yes 09103/2019 09/0312019 BLDG-84 Rough 102808-2019 Partial Pass Chris Renfro Reinspeétion Incomplete Combo(14,24,34,44) • . •.\ November 18, 2019 . • Page 1 of 4 CITY OF CARLSBAD INSPECTION RECORE Building Division 0 INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB CALL BEFORE 3:00 pm FOR NEXT WORK DAY INSPECTION IJ FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: wwwCarlsbadca.aov/Building AND CLICK ON "Request Inspection" CBC2019-0275 2502 EL CAMINO REAL PLANET FITNESS: 16.450 SF TI FITNESS TO FITNESS 167 3G5O 4 I') CBC20I 9-0275 'Y..Yii YIM If "YES" is checked below that Division's approval is required prior to requesting a Final Building the Inspection. If you have any questions please call 760-602-8560, applicable divisions at the phone numbers provided below. After all required email to bldginspections@carlsbadca.gov or bring in a COPY of this card to: 1635 approvals are signed Faraday Ave., off- fax to Carlsbad. For Inspection times or to speak to an Inspector call 760-6Q2-2700 between 7:30am-8:00am the day of your inspection. cm IF MARKED"YES", IT IS REQUIRED PRIOR TO ANY CONSTRUCTION • .x- T - IF MARKED-YES-, APPROVAL REQUIRED PRIOR TO REQUESTING BUILDING FINAL COPY OF CARD REOUIRIED Fire Prevention 760-602-4660 Allow 48 hours _MfflIIMMI 1'f;f;'1 1IITtT7'4.J Type of Inspection Type of Inspection i:lUJ I.]I(e #11 FOUNDATION Date 1 Inspector .. - . #31 LECTRIC UNDERGROUND 0 UFER Date Inspector M. #12 REINFORCED STEEL #34 ROUGH ELECTRIC/ EV CHARGER #66 MASONRY PRE GROUT #33 0 ELEC SERVICE #320TEMPORARY 0 GROUT 0 WALL DRAINS #35 PHOTOVOLTAIC #10 TILT PANELS #38 SIGNS #11 POUR STRIPS BLDG- FINAL #11 COLUMN FOOTINGS #14 SUBFRAME 0 FLOOR 0 CEILING #41 UNDERGROUND DUCTS & PIPING Date Inspector #15 ROOFSHEATHING #44 0 DUCT& PLENUM 0 REF. PIPING #13 EXT. SHEAR PANELS #43 HEAT-AIR COND. SYSTEMS #16 INSULATION #18 EXTERIOR LATH ! #17 INTERIOR LATH & DRYWALL BLDG-FINAL 091 II L' tvir'' #81 UNDERGROUND (11,12,21,31) Date Inspector BLDG-FINAL #82 DRYWALL,EXT LATH, GAS TES (17,18,23) #22 0 SEWER & BL/CO 0 PL/CO Date Inspector #83 ROOF SHEATING, EXT SHEAR (13,15) #84 FRAME ROUGH COMBO (14,24,34,44) 0-5/0,51 19 #21 UNDERGROUNU1ASTE 0 WIR 1.9 14< #85 T-Bar(14,24,34,44) - '&'iI /9 f - #24 TOP OUT 0 WASTE 0 WIR BLDG- FINAL OCCUPANCY 1(1 j t If 0M #27 TUBA SHOWER PAN I;1 Date Inspector #23 GASTEST OGASPIPING t'1O3 19 (Q A/S UNDERGROUND VISUAL #25 WATER HEATER . ttO1 (i M A/S UNDERGROUND HYDRO #28 SOLAR WATER A/S UNDERGROUND FLUSH BLDG-FINAL A/S OVERHEAD VISUAL [.IiJL. #51 POOL EXCAV/ STEEL Date Inspector A/S OVERHEAD HYDROSTATIC A/S FINAL tofLV1f( #52 PLUMBING F/AROUGH-IN f.,./(ci #53 ELEC/ CONDUIT/ WIRING F/A FINAL #54 EQUIPOTENTIAL BOND FIXED EXTINGUISHING SYSTEM ROUGH-IN #55 PREPLASTER / FENCE! ALARMS FIXED EXTING SYSTEM HYDROSTATIC TEST #57 GUNITE FIXED EXTINGUISHING SYSTEM FINAL BLDG. FINAL MEDICAL GAS PRESSURETEST MEDICAL GAS FINAL REV 6!18 SEE BACK FOR SPECIAL NOTES DATE: 8/1/2019 JURISDICTION: cCarlsbad 1 PLAN CHECK #.: CBC2019-0275 EsGil' A SAFEbulif Company APPLICANT JURIS. SET: III slip sheets PROJECT ADDRESS: 2502 El Camino Real PROJECT NAME: Planet Fitness Tenant Improvement 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. LII EsGil staff did advise the applicant that the plan check has been completed. Person contacted: / Telephone #: Date contacted: / (by:91\) Email Mail Telephone Fax In Person LII REMARKS: By: Jason Pasiut Enclosures: EsGil 7/30/2019 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGilV0 A SAFEbuitCCompany DATE: 7/23/2019 JURISDICTION: Carlsbad PLAN CHECK #.: fB0I9:0275 SZ[jI PROJECT ADDRESS: 2502 El Camino Real PROJECT NAME: Plane! Fitness Tenant Improvement U APPLICANT U JURIS. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's 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: Tom O'Connor LII 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: Tom O'Connor Telephone #: 412-735-4616 Date contacted: (by: ) Email: jcogley©flynn-construction.com ronnied42(äqmail .com Mail Telephone Fax In Person F-] REMARKS: By: Jason Pasiut Enclosures: EsGil 7/18/2019 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBC2019-0275 7/23/2019 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. 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. PLANS Plans are generally unclear from an apparent printing error. Please correct this so the plans last the entire project. Please update the following sheets I notes: a) Sheet A1.0 has call outs for elevations I details on sheets A4.0 - A4.3. These sheets are missing. Please clarify. There is still a call out for detail I on sheet A4.3 at the vestibule. Al.0. ACCESSIBILITY FOR REMODELS, ADDITIONS, AND REPAIRS Detail on the plans the following elements of the existing path of travel that are required to comply with the 2016 accessibility standards: 5. Existing primary path of travel to the building or facility entrance, including: c) Show the location of detectable warnings at hazardous vehicle areas. 11 B-705.1.2.5. Carlsbad CBC20 19-0275 7/23/2019 Detectable warnings are required at the transition from sidewalk to access aisle. 7. Existing accessible parking reflectorized identification including the "van accessible", "250 fine", and "unauthorized vehicle parking" signs per 11 B- 502.6, 11 B-502.6.2, 11 B-502.8.2. Provide a general note with details of all three required signs. Existing accessible parking surface identification. I I B-502.6.4.1. Existing access isle "NO PARKING" identification per 11 B-502.3.3 Provide the address and phone number for the location to reclaim towed vehicles. 11 B-502.8.2. These are not clearly shown. All of these elements are required to be complaint along the path of travel to the entrance. ACCESSIBLE DRESSING ROOM Elevation reference note 14 for the shower bench is called out in the dressing rooms. Please correct this. MECHANICAL I ELECTRICAL I PLUMBING 19. A readily accessible electrical disconnecting means shall be shown within sight of the equipment. CMC 303.8.5. This was not clearly shown. Please clarify the disconnect locations a the new equipment. END OF REVIEW 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. 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: IJ Yes U No Carlsbad CBC20 19-0275 7/23/2019 The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92.123; 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 Jason Pasiut at Esgil. Thank you. EsGil A sAFEbulirCompany DATE: 6/19/2019 JURISDICTION: Carlsbad U APPLICANT U JURIS. PLAN CHECK #.: PROJECT ADDRESS: 2502 El Camino Real PROJECT NAME: Planel Fitness Tenant Improvement The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. F-1 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: Tom O'Connor 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: Tom O'Connor Telephone #: 412-735-4616 Date contacted: (by: ) Email: jcogley©flynn-construction.com Mail Telephone Fax In Person LII REMARKS: By: Jason Pasiut Enclosures: EsGil 6/10/2019 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBC20 19-0275 6/19/2019 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK #.: CBC2019-0275 JURISDICTION: Carlsbad OCCUPANCY: A-3 USE: Fitness Facility TYPE OF CONSTRUCTION: V-B ACTUAL AREA: 16,450sf ALLOWABLE FLOOR AREA: STORIES: 1 HEIGHT: unchanged SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 6/5/2019 DATE INITIAL PLAN REVIEW COMPLETED: 6/19/2019 OCCUPANT LOAD: 324 DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/10/2019 PLAN REVIEWER: Jason Pasiut FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2016 CBC, which adopts the 2015 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad CBC2019-0275 6/19/2019 [DO NOT PAY— THIS IS NOTAN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBC2019-0275 PREPARED BY: Jason Pasiut DATE: 6/19/2019 BUILDING ADDRESS: 2502 El Camino Real BUILDING OCCUPANCY: A-3 BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI 16450 46.51 765,090 Air Conditioning Fire Sprinklers TOTAL VALUE 765,090 Jurisdiction Code 1cb By Ordinance 1997 UBC Building Permit Fee LU 1997 UBC Plan Check Fee LU Type of Review: P Complete Review r Structural Only I Repetitive Fee FEI Repeats r r Other r Hourly EsGil Fee p. I $1,729.511 Comments: Sheet I of 1 Carlsbad CBC20 19-0275 6/19/2019 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. . PLANS Please update the following sheets / notes: a) Sheet A1.0 has call outs for elevations / details on sheets A4.0 - A4.3. These sheets are missing. Please clarify. Each sheet of the plans must be signed by the person responsible for their preparation, even if there are no structural changes. California State Law. The energy documents require the signature of the responsible designer and document author. The Architects expiration date is unclear. Please clarify. . ACCESSIBILITY FOR REMODELS, ADDITIONS, AND REPAIRS The following disabled access items are taken from the 2016 edition of California Building Code. Per Section 1.9.1.2, all privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. Where existing elements or spaces are altered, each altered element or space shall comply with applicable requirements of Division 2, including CBC section 11 B-202.4. CBC section 11 B-202.4 states that when alterations or additions are made to existing buildings, an accessible path of travel to the specific area of alteration shall be provided. See exceptions to 11 B-202.4. Detail on the plans the following elements of the existing path of travel that are required to comply with the 2016 accessibility standards: Carlsbad CBC20 19-0275 6/19/2019 5. Existing primary path of travel to the building or facility entrance, including: Show the proposed accessible parking dimensions, slope, and cross-slope in compliance with CBC 11 B-502. Show the existing access aisle dimensions, slope, and cross slope in compliance with 11 B-502.3. Show the location of detectable warnings at hazardous vehicle areas. 1113- 705.1.2.5. Show the proposed curb ramp (if any) 48" minimum width, 48" x 48" turning space at the bottom, landing length of 48" at the top, slope and cross-slope in compliance with CBC 11 B-406. Show the existing ramp (if any) slope, cross-slope, 48" minimum width, 60" x 60" landing at the top, 72" long landing at the bottom, compliant changes in direction (60" x 72") in compliance with CBC 11 B-405. Show the existing stair (if any) width, riser and tread dimensions, contrasting stipes, handrail height, gripping surfaces and top/bottom extensions in compliance with CBC 11 B-504 and 505. Show that the walking surface from the access aisle to the building entrance complies with slope, cross slope, changes in level and clear width provisions of 11 B-403. Show the existing accessible entrance door threshold, door hardware, door width, and maneuvering clearances on either side of the door in compliance with CBC 11 B-206.4. Proposed drinking fountains shall be shown to comply with the accessibility features of 11 B-602 and 11 B-211.2. a) The alcove is not complaint with 11 B-602.9. The fountains need to sit completely within the wing walls. Please revise. Existing accessible parking refiectorized identification including the "van accessible", "250 fine", and "unauthorized vehicle parking" signs per 11 B-502.6, 116-502.6.2, 11 B-502.8.2. Existing accessible parking surface identification. 11 B-502.6.4.1. Existing access isle "NO PARKING" identification per 11 B-502.3.3 C) Provide the address and phone number for the location to reclaim towed vehicles. 11 B-502.8.2. Carlsbad CBC20 19-0275 6/19/2019 8. Show the location of proposed tactile exit signs per CBC 1013.4 and 11 B-703.4.2. 9. Show the occupant load sign within the general seating area near the main exit. CBC 1004.3. 10. Show directional signs at the following locations when the means of egress are not accessible. 1009.10 a) At exits serving accessible spaces but not providing an accessible means of egress. . LOCKER ROOM 11. A bench complying with the provisions of section 11 B-903 shall be provided within the dressing/fitting room. 11 B-803.4 The bench shall be 48" long and 20" minimum to 24" maximum deep. The bench shall be 17" minimum to 19" maximum above the finish floor. The bench shall be affixed to the wall or floor and shall withstand a vertical or horizontal force of 250 pounds. 12. A clear floor or ground space in compliance with 11 B-305 shall be provided at the end of the bench parallel to the short axis of the bench. . ACCESSIBLE DRESSING ROOM 13. A circular or t-shaped turning space complying with Section 11 B-304 shall be provided within the room. 11 B-803.2. 14. A bench complying with the provisions of section 11 B-903 shall be provided within the dressing/fitting room. 11 B-803.4 The bench shall be 48" long and 20" minimum to 24" maximum deep. The bench shall be 17" minimum to 19" maximum above the finish floor. The bench shall be affixed to the wall or floor and shall withstand a vertical or horizontal force of 250 pounds. 15. A clear floor or ground space in compliance with 11 B-305 shall be provided at the end of the bench parallel to the short axis of the bench. 16. Mirrors shall be installed with the bottom edge of the reflecting surface 20 inches (508 mm) maximum above the finish floor or ground. Mirrors shall be full length with a reflective surface 18 inches (457 mm) wide minimum by 54 inches (1372 Carlsbad CBC20 19-0275 6/19/2019 mm) high minimum and shall be mounted in a position affording a view to a person on the bench as well as to a person in a standing position. 11 B-803.6 . MECHANICAL I ELECTRICAL I PLUMBING Show on the plans how the installation of new mechanical equipment on the roof will meet the seismic design requirements of ASCE 13.2.1 general design, 13.4 anchorage, and applicable section of 13.6 unless exempted by 13.1.4. Show on the plans that the existing structural framing is sufficient to support the weight of the new RTU being installed. CMC 303.8. A readily accessible electrical disconnecting means shall be shown within sight of the equipment. CMC 303.8.5. Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6) Demising wall insulation: The insulation installed at demising walls of non- residential buildings shall have an R-13 value. ES 110.8(f) Hot water piping is required to be insulated as follows: 1" pipe size or less: 1" thick insulation, larger pipe sizes require 1 1/2" thick insulation. See Table 120.3- A. Instantaneous water heaters (rating greater than 2 kW) shall have isolation valves and hose bibs installed on both the cold-water supply and hot water supply piping. ES 110.3 . END OF REVIEW 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. 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: El Yes 0 No 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 Jason Pasiut at Esgil. Thank you. Peter A. Leptuch, P.E. 100 W. Oak St. #200 Denton, Texas 76201 940-735-5127 2019-07-24 City of Carlsbad RE: Planet Fitness 2502 El Camino Real RCEIv JUL 2 6 2019 ur0 cAL Carlsbad, CA 92008 Plan C 2019275 In response to your review comments for the above-mentioned project, we have made the following corrections to the construction documents with written explanation below. ELECTRICAL: Comment 19. A readily accessible electrical disconnecting means shall be shown within sight of the equipment. CIVIC 303.8.5. Response: Please refer to sheet E1.0. All rtus are shown with an electrical disconnect drawn on the plan. Please also refer to keynotes 20 and 21 for disconnect sizes. All roof mounted fans are also shown with disconnects at the units on sheet E1.0. If you have any questions regarding the above, please do not hesitate to call. Thank you, PerA.Leptuch, P.E. Engineering and Consulting DATE: 7/23/2019 JURISDICTION: Carlsbad PLAN CHECK #.: CBC2019-0275 SET: II PROJECT ADDRESS: 2502 El Camino Real PROJECT NAME: Planel Fitness Tenant Improvement 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: Tom O'Connor 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: Tom O'Connor Telephone #: 412-735-4616 Date contacted: (by: ) Email: jcogIeyflynn-construction.com ronnied42qmaiI .com Mail Telephone Fax In Person LI REMARKS: By: Jason Pasiut Enclosures: EsGil 7/18/2019 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items - are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. 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. PLANS Plans are generally unclear from an apparent printing error. Please correct this so the plans last the entire project Please update the following sheets I notes: a) Sheet A1.0 has call outs for elevations I details on sheets A4.0 - A4.3. These sheets are missing. Please clarify. There is still a call out for detail I on sheet A4.3 at the vestibule. A1.0. Please see revised sheet A1.0 for new detail call-out. 21A4.2. ACCESSIBILITY FOR REMODELS, ADDITIONS, AND REPAIRS Detail on the plans the following elements of the existing path of travel that are required to comply with the 2016 accessibility standards: 5. Existing primary path of travel to the building or facility entrance, including: c) Show the location of detectable warnings at hazardous vehicle areas. 11 B-705.1.2.6. Please see revised sheet ASI .0 Detectable warnings are required at the transition from sidewalk to access aisle. 7. Existing accessible parking reflectorized identification including the "van accessible", "250 fine", and "unauthorized vehicle parking" signs per 11 13- 502.6, 11 B-502.6.2, 11 B-502.8.2. Provide a general note with details of all three required signs. Please see revised sheet notes ASI .0. Existing accessible parking surface identification. 11 B-502.6.4.1. Existing access isle "NO PARKING" identification per 11 B-502.3.3 Provide the address and phone number for the location to reclaim towed vehicles. 11 B-502.8.2. These are. not clearly shown. All of these elements are required to be complaint along the path of travel to the entrance. ACCESSIBLE DRESSING ROOM Elevation reference note 14 for the shower bench is called out in the dressing rooms. Please correct this. Please note that there are 2 sets of reference notes on sheet A1.1. Floor plan and elevation reference notes. Note #14 refers to the ADA shower bench on the elevations. There is a separate note #14 for the enlarged floor plan. MECHANICAL I ELECTRICAL I PLUMBING 19. A readily accessible electrical disconnecting means shall be shown within sight of the equipment CMC 303.8.5. Please attached plan revision letter. This was not clearly shown. Please clarify the disconnect locations at the new equipment. END OF REVIEW 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. 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: U Yes U No 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 Jason Pasiut at Esgil. Thank you. •. DAVID SANSOTTA Registered Professional Engineer In Partners with STRUCTURAL EDGE ENGINEERING, PLLC structural ,IFr1I..t L-A 1661 LEA LA ENGINEERING STRUCTURAL EDGE ENGINEERING, PLLC PLANET FITNESS REMODEL CARLSBAD, CA SE PROJECT NO: SE19-276 11 PREPARED FOR: FOR: RON DOEBL CBC20I9-0275 CODE: 2016 CBC /20 2502 EL CAMINO REAL PLANET FITNESS: 16,450 SF TI FITNESS TO FITNESS DATE: JULY 15, 201 1670305000 5509 N. Glenwood St. Garden City, ID 8371 7/16/2019 CBC20I 9-0275 'Project Name: PF Carlsbad, CA SE Project No.: SE19-276 Date: 7/15/2019 By: KCS —)i structural ENGINEERING I PROJECT INFORMATION I Location: Planet Fitness Address: 2502 El Camino Carlsbad, CA 92008 Building Code: 2015 IBC SE Job No.: SE19-276 Designer: IDavidSansotta KCS Engineer of Record: TABLE OF CONTENTS DESIGN LOADS 2 - 3 RTU FRAMING 4 - 14 RTU ANCHORAGE 15 - NEW WALL OPENINGS 16 - 21 5509 N. Glenwood St. Garden City, ID 83714 1 0: 208.501.2289 1 www.structuraIedge.com 1 'Project Name: PF Carlsbad, CA SE Project No.: SE19-276 Date: 7/15/2019 By: KCS _)i structural E N G I N E E R I N G I DESIGN LOADS I ROOF DEAD LOAD (WOL) Roofing: 2.0 PSF Insulation: 2.0 PSF Decking: 2.5 PSF Joists: 2.0 PSF Girders: 2.0 PSF MEP: 2.0 PSF Misc.: 2.5 PSF Total: 15.0 PSF WIND MWFRS (Ult) ROOF LIVE LOAD (WLr) IFlat or Pitched I 20,0 PSFI SNOW LOAD (WSL) Ground Snow Load, Pg: 0.0 PSF Flat Roof Snow Load, Pf: 0.0 PSF Exposure Factor, Ce: 1.0 Importance Factor, l: 1.0 Thermal Factor, C: 1.0 COMP & CLADDING (Ult) Design Wind Speed: 115 MPH EAF: 1.00 Exposure Category: C RF: 0.88 Risk Category: II Kzt: 1.00 Building Ht (ft): 20 Ptable. End Wall: -51.4 PSF 1.29 End Roof: -64.4 PSF Kzt: 1.00 Int Wall: -28.0 PSF Ps30: End: 21.0 PSF Int Roof: -41.0 PSF Interior: 13.9 PSF End Wall: -45.1 PSF End: Interior: 27.1 PSF 17.9 PSF End Roof: -56.5 PSF Int Wall: -24.6 PSF Int Roof: -36.0 PSF SEISMIC (Ult) Risk Category: II Importance Factor, 1e 1.0 Mapped Acceleration Parameters 1.102 g S: 0.425 g Site Class: D Design Acceleration Parameters SDS: 0.778 g SD1: 0.446 g Design Category D R: 16.5 Cs: 10.1197 PARAPET EAF: 1.00 RF: 0.88 Kzt: 1.00 Pos Wall: Ptable: Neg Wall: Neg Rf Edg 28.0 PSF -28.0 PSF -64.4 PSF Case 1: 81.3 PSF Case 2: 49.3 PSF Use the larger: I 81.3 PSF 5509 N. Glenwood St. Garden City, ID 83714 1 0: 208.501.2289 1 www.structuraIedge.com 2 CtTC Hazards by Location -- National Forest Temecula - Island 0 tal 33 ft , Cleveland ista Naionalorest Anza-Bo Carlsbad , Dese gIe San Di Jj data e&apeRtcl Search Information Address: 2502 El Camino Real, Carlsbad, CA 92008, USA Coordinates: 33.1803863, -117.3255628 Elevation: 33 ft Timestamp: 2019-07-14114:13:40.836Z Hazard Type: Seismic Reference ASCE7-1 0 Document: Risk Category: II Site Class: 0 MCER Horizontal Response Spectrum Sa(g) 1.00 0.80 0.60 0.40 0.20 0.00 0 2 4 6 8 Basic Parameters Name Value Description Ss 1.102 MCER ground motion (period=0.25) 51 0.425 MCER ground motion (period=1.0s) SMS 1.167 Site-modified spectral acceleration value 5MI 0.669 Site-modified spectral acceleration value 5DS 0.778 Numeric seismic design value at 0.2s SA Sol 0.446 Numeric seismic design value at 1.0s SA "Additional Information Name Value Description SOC D Seismic design category Fa 1.059 Site amplification factor at 0.2s F1, 1.575 Site amplification factor at 1.0s 2 4 6 8 Period (s) tl Design Horizontal Response Spectrum Saw 0.60 0.40 0.20 0.00 Period (s) 0 CR5 0.969 Coefficient of risk (0.2s) CR1 1.02 Coefficient of risk (1.0s) PGA 0.426 MCE6 peak ground acceleration FPGA 1.074 Site amplification factor at PGA PGAM 0.458 Site modified peak ground acceleration TL 8 Long-period transition period (s) SsRT 1.102 Probabilistic risk-targeted ground motion (0.2s) SsUH 1.137 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value (0.2s) Si RT 0.425 Probabilistic risk-targeted ground motion (1.0s) Si UH 0.416 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) S1 0.6 Factored deterministic acceleration value (i.os) PGAd 0.513 Factored deterministic acceleration value (PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report 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. ATC does 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 report 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 latitude/longitude location in the report. 4 Project Name: PF Carlsbad, CA ______structural SE Project No.: SE 19-276 __ lI_1p_ pi r Date: 7/15/2019 J WSJ bid By: KCS ENGINEERING I RTU FRAMING I ROOF LOADS WDL = 15.0 PSF WLr = 20.0 PSF W 1 = 0.0 PSF ROOF TOP UNITS + CURB WEIGHTS No. Existing New Size Weight Size Weight 1 - 01b - 01b 2 - 01b - 01b 3 - 01b - 01b 4 - 01b - 0 l 5 - 01b - 01b 6 - Olb - Olb 7 - 01b 5.0 Ton 1015 lb 8 - 01b 5.0 Ton 1015 lb 9 - Olb - Olb 10 - Olb - Olb Note: All existing roof top unit weights shall be field verified. Any discrepancies shall be brought to the immediate attention of the Architect and Structural Engineer and new units shall not be placed until further approval is provided. 5509 N. Glenwood St. Garden City, ID 83714 1 0: 208.501.2289 1 www.structuraledge.com Project Name: PF Carlsbad, CA SE Project No.: 5E19-276 Date: 7/15/2019 By: KCS structural pprupq 16-A NO I WJ Na ENGINEERING I RTU FRAMING I RTU: 7 Member: 1purlin ITrib Width: 18.0 ft I ISpan: 124.0 ft I existing = 0 lb Location = 12.00 ft No. Supports = 2 1015 lb Location = 12.00 ft No. Supports= 2 (E) Moment = 20160 lb-ft 20160 lb-ft (E)Shear= 33601b (N) Moment = 23205 lb-ft 23205 lb-ft (N)Shear= 36141b Moment Increase = 15.10% Shear Increase = 17.55% Per 2015 IEBC, section 1103 (At mid-span) (At RTU support) (At mid-span) (At RTU support) >5% JAdd new framing >5. Add new framing Existing framing not adequate to support new unit RTU: 7 (At mid-span) (At RTU support) (At mid-span) (At RTU support) Member: Girder Trib Width: 20.0 ft Span: 39.0 ft Pexisting = 0 lb Location = 15.00 ft No. Supports = 2 New = 1015 lb Location = 15.00 ft No. Supports= 2 (E) Moment = 133088 lb-ft 126000 lb-ft (E) Shear 136501b (N) Moment = 136894 lb-ft 130685 lb-ft (N)Shear= 139621b Moment Increase = 2.86% 1 <5% OK Shear Increase = 2.29% 1 <5% OK Per 2015 IEBC, section 1103 Existing framing adeauate to sunort new unit 5509 N. Glenwood St. Garden City, ID 83714 1 0: 208.501.2289 1 www.structuraledge.com 6 = 0.6731 3.5x11.875 = 2,356.90 psi = 3,500.00 psi +D+Lr+H = 12.000ft = Span #1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs = 0.208:1 3.5x11.875 = 74.05 psi = 356.25 psi +D+Lr+H = 0.000 ft = Span #1 0.614 in Ratio= 468 >=360 0.000 in Ratio= 0<360 1.594 in Ratio= 180>=180 0.000 in Ratio= 0<180 Wood Beam Software copyriqht ENERCALC, INC. 1983-2018, Build:10.18.12.30 Description: New Beam at New RTU 1 CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb + 2,800.0 psi E: Modulus of Elasticity Load Combination ASCE 7-10 Fb - 2,800.0 psi Ebend- xx 2,000.0 ksi Fc - Pill 3,000.0 psi Eminbend - xx 1,036.83 ksi Wood Species : Boise Cascade Fc - Perp 750.0 psi Wood Grade : Versa Lam 2.0 2800 West Fv 285.0 psi Ft 1,950.0 psi Density 41.760pc1 Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(1.p15) 3.5x11.875 Span = 24.0 ft [Applied Lds 1 Service loads entered. Load Factors will be applied for calculations. Uniform Load: 0 = 0.0150, Lr = 0.020 ksl, Tributary Width = 4.0 ft Point Load: D = 1.015 k @ 12.0 ft. (RTU) Maximum Bending Stress Ratio Section used for this span - fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection [Maximum Forces &Stresses for Load Cibinations I Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd C FN C i Cr Cm C t C L M lb Fb V iv F'v +D+H 0.00 0.00 0.00 0.00 Length =24.olt 1 0.602 0.165 0.90 1.000 1.00 1.00 1.00 1.00 1.00 10.41 1,517.34 2520.00 1.17 42.20 256.50 +D+L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.542 0.148 1.00 1.000 1.00 1.00 1.00 1.00 1.00 10.41 1,517.34 2800.00 1.17 42.20 285.00 +D+Lr+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.673 0.208 1.25 1.000 1.00 1.00. 1.00 1.00 1.00 16.17 2,356.90 3500.00 2.05 74.05 356.25 +D+5+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =24.oft 1 0.471 0.129 1.15 1.000 1.00 1.00 1.00 1.00 1.00 10.41 1,517.34 3220.00 1.17 42.20 327.75 +D+0.750Lr+0.750L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.613 0.186 1.25 1.000 1.00 1.00 1.00 1.00 1.00 14.73 2,147.01 3500.00 1.83 66.09 356.25 +D+0.750L+0.7505+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Wood Beam File = T:tSE ProjectstRon Doebler2019 ProjectsSE19.276 PF Carlsbad, CACalcs1enercalc.ec6. Software cowiaht ENERCAIC. INC. 1983.2018. Build:10.18.12.30 Description: New Beam at New RTU 7 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C C FN C i Cr Cm C I C L M fb Fb V Iv Fv Length =24.oft 1 0.471 0.129 1.15 1.000 1.00 1.00 1.00 1.00 1.00 10.41 1,517.34 3220.00 1.17 42.20 327.75 +D+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =24.Oft 1 0.339 0.093 1.60 1.000 1.00 1.00 1.00 1.00 1.00 10.41 1,517.34 4480.00 1.17 42.20 456.00 +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =24.01t 1 0.339 0.093 1.60 1.000 1.00 1.00 1.00 1.00 1.00 10.41 1,517.34 4480.00 1.17 42.20 456.00 +D+0.750Lr+0.7501+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =24.oft 1 0.419 0.145 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.73 2,147.01 4480.00 1.83 66.09 456.00 +D+0.750L+0.750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =24.Olit 1 0.339 0.093 1.60 1.000 1.00 1.00 1.00 1.00 1.00 10.41 1,517.34 4480.00 1.11 42.20 456.00 +D+0.7501+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =24.olt 1 0.339 0.093 1.60 1.000 1.00 1.00 1.00 1.00 1.00 10.41 1517.34 4480.00 1.17 42.20 456.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =24.0ft 1 0.203 0.056 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.25 910.40 4480.00 0.70 25.32 456.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =24.oft 1 0.203 0.056 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.25 910.40 4480.00 0.70 25.32 456.00 Overall Maximum Deflections Load Combination Span Max. Defi Location in Span Load Combination Max. Defi Location in Span +D+Lr+H 1 1.5941 12.088 0.0000 0.000 [VrticaI Reactions I Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.188 2.188 Overall MINimum 0.960 0.960 +D+H 1.228 1.228 +D+L+H 1.228 1.228 +D+Lr+H 2.188 2.188 +D+S+H 1.228 1.228 +D+0.750Lr+0.750L+H 1.948 1.948 +D+0.7501+0.750S+H 1.228 1.228 +D+0.60W+H 1.228 1.228 +D+0.70E+H 1.228 1.228 +D+0.750Lr+0.750L+0.450W+H 1.948 1.948 +D+0.750L+0.7505+0.450W+H 1.228 1.228 +D+0.750L+0.750S+0.5250E+H 1.228 1.228 +0.60D+0.60W+0.60H 0.737 0.737 +0.60D+0.70E+0.60H 0.737 0.737 D Only 1.228 1.228 Lr Only 0.960 0.960 I Only S Only WOnly EOnly H Only 8 -Project Name: PF Carlsbad, CA SE Project No.: SE19-276 Date: 7/15/2019 By: KCS _)i structural 16-A WJ WJ Will ENGINEERING I RTU FRAMING I RTU: 8 Member: IPurlin ITrib Width: 18.0 ft I Span: 27.0 ft Pexisting = 0 lb Location = 15.00 ft No. Supports = 2 New = 1015 lb Location = 15.00 ft No. Supports = 2 (E) Moment = 25515 lb-ft 25200 lb-ft (E)Shear= 37801b (N) Moment = 28560 lb-ft 28583 lb-ft (N)Shear= 40061b Moment Increase = 12.03% Shear Increase = 5.97% Per 2015 IEBC, section 1103 Existing framing not adequate to su RTU: 8 Member: Girder Trib Width: 27.0 ft Span: 35.0 ft Pexisting = 0 lb Location = 15.00 ft No. Supports= 2 1015 lb Location = 15.00 ft No. Supports = 2 (E) Moment = 144703 lb-ft 141750 lb-ft (E) Shear = 165381b (N) Moment = 148509 lb-ft 146100 lb-ft (N)Shear= 168281b Moment Increase = 2.63% Shear Increase = 1.75% Per 2015 IEBC, section 1103 Existing framing adequate to suppc (At mid-span) (At RTU support) (At mid-span) (At RTU support) >5% JAdd new framing > 5% lAdd new framing new unit (At mid-span) (At RTU support) (At mid-span) (At RTU support) <5% <5% new unit 5509 N. Glenwood St. Garden City, ID 83714 1 0: 208.501.2289 1 www.structuratedge.com = 0.591:1 3.5x14 = 2,032.10psi = 3,440.56 psi - +D+Lr+H = 12.0221t = Span #1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs = 0.198:1 3.5x14 = 70.47 psi = 356.25 psi +D+Lr+H = 0.000 ft Span #1 0.601 in Ratio = 538 >=360 0.000 in Ratio= 0<360 1.496 in Ratio = 216>=180 0.000 in Ratio= 0<180 Wood Beam File = T:t_SE ProjecistRon Doeblert2019 Projec1sSE19-216 PF Carlsbad, CACaIcstenercalc.ec6 Software copyright ENERCAIC, INC. 1983-2018, Build:10.18.12.30 Description: New Beam at New RTU 8 [CobE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Analysis Method: Allowable Stress Design Fb + 2,800.0 psi E: Modulus of Elasticity Load Combination ASCE 7-10 Fb - 2,800.0 psi Ebend- xx 2,000.0 ksi Fc - PrIl 3,000.0 psi Eminbend- xx 1,036.83 ksi Wood Species : Boise Cascade Fc - Perp 750.0 psi Wood Grade : Versa Lam 2.0 2800 West Fv 285.0 psi Ft 1,950.0 psi Density 41.760pc1 Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(1 .p15) 3.5x14 Span =27.Olt I LA7ppliedl Liids Service loads entered. Load Factors will be applied for calculations. Uniform Load: D = 0.0150, Lr = 0.020 ksf, Tributary Width = 4.0 ft Point Load: 0 = 1.015 k @ 12.0 It, (RTU) Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection TMãiimum Forces &Stresses for Load Cbiions Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span!! M V Cd C FN C i Cr Cm C t CL M lb Fb V Iv F'v +D+H 0.00 0.00 0.00 0.00 Length = 26.901 ft 1 0.515 0.156 0.90 0.983 1.00 1.00 1.00 1.00 1.00 12.16 1,276.14 2477.21 1.31 40.07 256.50 Length = 0.09854 ft 1 0.005 0.156 0.90 0.983 1.00 1.00 1.00 1.00 1.00 - 0.12 13.01 2477.21 1.20 40.07 256.50 +D+L+H 0.983 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.901 ft 1 0.464 0.141 1.00 0.983 1.00 1.00 1.00 1.00 1.00 12.16 1,276.14 2752.45 1.31 40.07 285.00 Length = 0.09854 ft 1 0.005 0.141 1.00 0.983 1.00 1.00 1.00 1.00 1.00 0.12 13.01 2752.45 1.20 40.07 285.00 +D+Lr+H 0.983 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.901 ft 1 0.591 0.198 1.25 0.983 1.00 1.00 1.00 1.00 1.00 19.36 2,032.10 3440.56 2.30 70.47 356.25 Length =O.09854ft 1 0.007 0.198 1.25 0.983 1.00 1.00 1.00 1.00 1.00 0.23 24.14 3440.56 2.19 70.47 356.25 +D+S+H 0.983 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.901 ft 1 0.403 0.122 1.15 0.983 1.00 1.00 1.00 1.00 1.00 12.16 1,276.14 3165.32 1.31 40.07 327.75 10 Wood Beam File T:tSE ProjecistRon Doeb?ert2019 ProjeclstSE19-276 PF Carlsbad, CACalcs1enercalc.ec6 1 Software copyright ENERCALC, INC. 1983.2018, Build:10.18.12.30 Description: New Beam at New RTU 8 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C C FN C i Cr Cm C t CL M lb Fb V Iv Fv Length = 0.09854 ft 1 0.004 0.122 1.15 0.983 1.00 1.00 1.00 1.00 1.00 0.12 13.01 3165.32 1.20 40.07 327.75 +D+0.150Lr+0.750L+H 0.983 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.901 ft 1 0.536 0.176 1.25 0.983 1.00 1.00 1.00 1.00 1.00 17.56 1,843.11 3440.56 2.05 62.87 356.25 Length = 0.09854 ft 1 0.006 0.176 1.25 0.983 1.00 1.00 1.00 1.00 1.00 0.20 21.36 3440.56 1.94 62.87 356.25 +D+0.750L+0.7505+H 0.983 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.901 It 1 0.403 0.122 1.15 0.983 1.00 1.00 1.00 1.00 1.00 12.16 1,276.14 3165.32 1.31 40.07 327.75 Length =O.098541t 1 0.004 0.122 1.15 0.983 1.00 1.00 1.00 1.00 1.00 0.12 13.01 3165.32 1.20 40.07 327.75 +D+0.60W+H 0.983 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.901 It 1 0.290 0.088 1.60 0.983 1.00 1.00 1.00 1.00 1.00 12.16 1,276.14 4403.92 1.31 40.07 456.00 Length = 0.09854 ft 1 0.003 . 0.088 1.60 0.983 1.00 1.00 1.00 1.00 1.00 0.12 13.01 4403.92 1.20 40.07 456.00 +D+0.70E+H 0.983 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.901 ft 1 0.290 0.088 1.60 0.983 1.00 1.00 1.00 1.00 1.00 12.16 1,276.14 4403.92 1.31 40.07 456.00 Length = 0.09854 ft 1 0.003 0.088 1.60 0.983 1.00 1.00 1.00 1.00 1.00 0.12 13.01 4403.92 1.20 40.07 456.00 +D+0.150Lr+0.150L+0.450W+H 0.983 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.901 It 1 0.419 0.138 1.60 0.983 1.00 1.00 1.00 1.00 1.00 17.56 1,843.11 4403.92 2.05 62.87 456.00 Length = 0.09854 ft 1 0.005 0.138 1.60 0.983 1.00 1.00 1.00 1.00 1.00 0.20 21.36 4403.92 1.94 62.87 456.00 +D+0.150L+0.750S+0.450W+H 0.983 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.901 ft 1 0.290 0.088 1.60 0.983 1.00 1.00 1.00 1.00 1.00 12.16 1,276.14 4403.92 1.31 40.07 456.00 Length =0.09854ft 1 0.003 0.088 1.60 0.983 1.00 1.00 1.00 1.00 1.00 0.12 13.01 4403.92 1.20 40.07 456.00 +D+0.750L+0.750S+0.5250E+H 0.983 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.901 ft 1 0.290 0.088 1.60 0.983 1.00 1.00 1.00 1.00 1.00 12.16 1,276.14 4403.92 1.31 40.07 456.00 Length =0.09854ft 1 0.003 0.088 1.60 0.983 1.00 1.00 1.00 1.00 1.00 0.12 13.01 4403.92 1.20 40.07 456.00 +0.600+0.60W+0.60H 0.983 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.901 ft 1 0.174 0.053 1.60 0.983 1.00 1.00 1.00 1.00 1.00 7.30 765.68 4403.92 0.79 24.04 456.00 Length = 0.09854 ft 1 0.002 0.053 1.60 0.983 1.00 1.00 1.00 1.00 1.00 0.07 7.81 4403.92 0.72 24.04 456.00 +0.60D+0.70E+0.60H 0.983 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.901 ft 1 0.174 0.053 1.60 0.983 1.00 1.00 1.00 1.00 1.00 7.30 765.68 4403.92 0.79 24.04 456.00 Length = 0.09854 It 1 0.002 0.053 1.60 0.983 1.00 1.00 1.00 1.00 1.00 0.07 7.81 4403.92 0.72 24.04 456.00 Overall Maximum Deflections Load Combination Span Max. fl-" Defi Location in Span Load Combination Max. Dell Location in Span +D+Lr+H 1 1.4960 13.401 0.0000 0.000 [VéiticiI Reactions Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.454 2.341 Overall MiNimum 1.080 1.080 +D+H 1.374 1.261 +D+L+H 1.374 1.261 +D+Lr+H 2.454 2.341 +D+S+H 1.374 1.261 +D+0.150Lr+0.750L+H 2.184 2.071 +D+0.750L+0.7505+H 1.374 1.261 +D+0.60W+H 1.374 1.261 +D+0.70E+H 1.374 1.261 +D+0.750Lr+0.7501+0.450W+H 2.184 2.071 +D+0.750L+0.1505+0.450W+H 1.374 1.261 +D+0.750L+0.7505+0.5250E+H 1.374 1.261 +0.60D+0.60W+0.60H 0.824 0.757 +0.60D+0.70E+0.60H 0.824 0.757 DOnly 1.374 1.261 LrOnly 1.080 1.080 LOnly S Only W Only E Only H Only 11 'Project Name: PF Carlsbad, CA )—i structural A SE Project No.: SE19-276 [_ rn .0 r_ Date: 7/15/2019 J WA 11111-Al By: KCS E N G I N E E R I N G I RTU ANCHORAGE I WIND LOADS (ULT) qh = 29.9 psf K= 0.98 K= 1.00 Kd = 0.90 V= 115 MPH GC, (horizontal) = 1.90 GC, (vertical) = 1.50 Fh = 56.7 psf Fv = 44.8 psf SEISMIC LOADS (ULT) a= 2.5 SDS= 0.778 z/h= 1 R= 6.0 l,= 1.0 F = 0.389 1/2" Lag CAPACITIES Vcap= I 3601b] Tcap= 250 113] RTU PROPERTIES AND LATERAL LOADS (LRFD) Unit WT (lb) I (in) W (in) H (in) Fh (I b) F,, (I b) F (I b) 1 2 3 4 5 6 7 1015 89 59 42 1472.8 1633.3 394.8 8 1015 j 89 1 59 42 1472.8 1633.3 394.8 RTU OVERTURNING AND UPLIFT LOADS (LRFD) Unit WIND SEISMIC 1/2" Lag Spacing (in) MOT (lb-ft) MRES (lb-ft) UPLIFT (lb) MOT (lb-ft) MRES (lb-ft) UPLIFT (lb) 1 2 3 4 5 6 7 4295.6 2245.7 776.8 1151.6 2245.7 0.0 37 in 8 4295.6 2245.7 776.8 1151.6 2245.7 0.0 37 in Provide 1/2" Lag screw at each corner and at 24" on center each side of unit 5509 N. Glenwood St. Garden City, ID 83714 1 o: 208.501.2289 1 www.structuraledge.com 12 THIS DRAWING PREPARED EXCLUSIVELY FOR BARLO INTERNATIONAL ant OesIi saft Updating: PWduatfoir. RECEIVED JUN 0 5 2019 CITY OF CARLSBAD BUILDING DIVISION planet fitness LI 1.0 A (1) SET OF LED FACE41T CHANNEL LETTERS 5/1 2.0 B 111 SET OF LED FACE-IT CHANNEL LETTERS 5/1 3.0 C (1) SET OF LED FACE-LIT CHANNEL LETTERS 5/1 COVER !!' I M ®= OSHA !1NJC& CITY : 74 iir 6•7 iir BARLO INTERNATIONAL I II!IANIIJNIII'tal I TUant Data. DBSISILLP Data: 0/0/00 Saft Data: Updating: Data: Ptodecllcn: Data. I 1 - c_I c i C003 =r mc Cox LAJ LLJ cc ca _ c_a - ig c_i cm JJJJIS I FL IIEMOVU N DISPOSE OF (I) OWING SET OF CHANNEL LETTERS. ANY PATCH PAINT AND REPAIR IS BY OThERS. MAN UFACTUSE N INSTALL (1) SET OF LED FACE-LIT / HALOIJT CHANNEL LETTERS/LOGO MOUNTED TO THE FACADE WITH SPACERS. LETTERS & LOGO ARE SELF.CONTAINTED. (UtlTLINII& JJIuwa 13G14jJJEjO11 I (jjflkT GEAR LOGO LETTERS FACE: 3118 7328 WHITE ACRYLIC FACE 3/18 7328 WHITE ACRYLIC 5111R DIGITALLY PRINTED GRAPHIC VINYL SEE COLOR SCHEDULE TRIM r BLACK TUII: V PTM PINS 2415C (MAGENTA) RUTURN2 V GLOSS BLACK BEA HESSIAN: V PTM PMS 2415C (MAGENTA) BAEI( SANDED CLEAR BACI& SANDED CLEAR RACEWAY: N/A RACEWAY: N/A IUDI1INATION: WHITE LED ILLUMINATION: WHITE LED ORACAL 8800 SERIES 422 MULBERRY" VINYL (PMS 2415C) AVERY UC900 A9113.T YELLOW VINYL (PMS 108C) DAVERY UC900 A9081.T BLACK C VINYL [FICEINAMEIP,LfANEjJF,ITNESSIC-AR ,OB-ADL]qC~(~ -1111114 1I I 11-11 1/4* ROM080 a mosi OF (1) EXISTING SET OF CHANNEL LETTERS. ANY PATCH PAINT AND REPAIR IS BY OTHERS. MAMIIFACIIIRE & INSTIlL (1) SET OF LED FACE-LIT I HALOIJT CHANNEL LETTERS/LOGO MOUNTED TO THE FACADE WITH SPACERS. LETTERS 8 LOGO ARE SELF.CONTAINTED. LQUAREEE!24_ - DUDE ALLUVAKEi 11162 £Q IT (APPROX. EXISTING) VAUIAIJUF REUJIIRID: 1/A SEAS LOGO WrENS FACE: 3/16 7328 WHITE ACRYLIC FACE: 3/16 7328 WHITE ACRYLIC WIYI DIGITALLY PRINTED GRAPHIC RM, SEE COLOR SCHEDULE TRIM: 1 BLACK TRIM: ? PTM PMS 2415C (MAGENTA) REIURMA 5 GLOSS BLACK BEA RETURNE: 5 PTM PMS 2415C (MAGENTA) B5C11 SANDED CLEAR RECItE: SANDED CLEAR R*CEIAY: N/A IIACEWAE: N/A IaU1INA11ON WHITE LED ILLUMINATION. WHITE LED E1I ORACAL 8800 SERIES 422 MULBERRY VINYL (PMS 2415C) [J AVERY UC900 A9113.T YELLOW VINYL (PMS 108C) DAVERY UCSOO A9081.T BLACK C VINYL BARLO % 7: F. W~.4 wilpor INTERNATIONAL CEea Date: DestgiiLP Date: 0/0/00 Sa Date: UpdatIng: Date: ProductIon: Date: 0.3 c —J a _ - MA C%l W =ca '102 0 I..I CO3 ct ron I I CID WE 13 ED a, I - Ig, ITEM E) SHEET 2.0 [0 Rl iLEtOiFLL'E -DUNG ELTIJ1/AH'AL'O1tJiJLGHAN N EIijJE[iTIERS III FL Ii (ILTEINAM BARLO 'rAl f T r-ui % S J j4 - ,.. . tat SI ØWEJIIITIM (Meat: Date: Destgn:LP Date: 0/0/00 - .. Sates: Date: & .tilLI_1L L 4. . EXISTING LEITERS ARE APPROXIMATELY 561 S 2540 3/1811 OVERALL I!11Ii1 REMOVES IIIOPOSE OF (1) EXISTING SET OF CHANNEL LETTERS. ANY PATCH PAINT cm cr- AND REPAIR IS BY OTHERS. — ac oli ca- MANUFACIIJOE S INSTALL (I) SET OF LED FACE-LIT / HALO4JT CHANNEL COD !9 LETTERS/LOGO MOUNTED TO THE FACADE WITH SPACERS. I.. LETTERS & LOGO ARE SELFCONTAINTEO. cc lilmomommm La.. cn TuiITl:rnR 11110 (ilL) k... GEAR LOGO LETTERS F50f 3/16 7328 WHITE ACRYLIC FACE 3/16- 7328 WHITE ACRYLIC VIIITL DIGITALLY PRINTED GRAPHIC VINYL SEE COLOR SCHEDULE co TRIM V BLACK TOIL V PTM PMS 2415C (MAGENTA)92, Lo REflIItII& V GLOSS BLACK BRA OETU000 5 PTM PMS 2415C (MAGENTA) BACIC SANDED CLEAR OACK& SANDED CLEAR RAIMAt N/A RACEWAY N/A ILLUMINATION: WHITE LED ILLUMINATION: WHITE LED ITEM 11 ON ORACAL 8800 SERIES 422 MULBERRY" VINYL (PMS 2415C) AVERY UC900 A9113-T YELLOW VINYL (PMS 1080 DAVERY UC900 A9081-T BLACK C VINYL SAN DIEGO REGIONAL I OFFICE USE ONLY . HAZARDOUS MATERIALS RECORD ID#_________________________________ IPLAN CHECK # QUESTIONNAIRE BP DATE I I Business Name 4 Business Contact ç.AeAi Telephone# () 74 094 Project Address NR £1 City COASQ StattA Zip Cody APN# Mailing Address \0 Ocxii1cLe City, statA Zip CO PlanPlan File# Project Contact Applicant E-mail T # elephqne 6 , ve1 j-as co ((oQ3 Y-t'-o5-fl The following questions represent the facility'i activities, NOT the specific project description. lN UFP.N I IVII'I I - flRLJIU'.JUO IVIP. I CINIAL-0 IJIvIIIJI; ..UrMrd' T I...L idicate by circling the item, whether your business will use, process, or store any must contact the Fire Protection Agency with jurisdiction prior to plan submittal. any of the items are 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 f 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 NP (for new construction or remodeling projects) 0 Is your business listed on the reverse side of this form? (check all that apply). 0 Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 j Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 -I pounds and/or 200 cubic feet? 0 J 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 Will your business store or handle Regulated Substances (CalARP)? 0 Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 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). CaIARP Exempt Date Initials CalARP 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 apcdcompsdcounty.ca.gov (858) 586-2650). [*No stamp required if Qi Yes and Q3 Yes and Q4-Q6 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 NP 0 , Will the project disturb 160 square feet or more of existing building materials? 0 Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 0 0 (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. 0 121 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/oermits.pdf) for typical equipment requiring an APCD permit. 0 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: .-... Lf 1 owe,t- t;fvtei I declare under penalty of peurytto the best of my knowledge and belief t e ale herein are true and correct. / 05 / Name of Owner or Authorized Agent Signature WOMMor 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 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 0 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 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 C1 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 El Co-Generation Plant El Dental Clinic/Office Dialysis Ceiter Emergency Generator Frozen Food Processing Facility Hazardous Waste Hauler Hospital/Convalescent Home Laboratory/Biological Lab Medical Clinic/Office Nitrous Oxide (NOr) 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 35— Bulk Dry Chemicals Storage 55—Chrome Electroplating Tanks COATINGS & ORGANIC SOLVENTS 27— 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 25— Intermediate Refuelers 26— Gasoline & Alcohol Fuel Dispensing COMBUSTION ROCK AND MINERAL 34— Piston Internal - Combustion Engines 04— Hot Asphalt Batch Plants Boilers & Heaters (1 million BTU/hr or larger) 05— Rock Drills Incinerators & Crematories 06— Screening Operations Burn Out Ovens 07— Sand Rock & Aggregate Plants Core Ovens 08 Concrete Batch, CTB, Concrete Mixers, Mixers 20— Gas Turbines, and Turbine Test Cells & Stands & Silos 48— Landfill and/or Digester Gas Flares 10— Brick Manufacturing ELECTRONICS OTHER 29— Automated Soldering 01 -Abrasive Blasting Equipment 42 - Electronic Component Mfg 03— Asphalt Roofing Kettles & Tankers 46— Reverse Osmosis Membrane Mfg FOOD 51 - Aqueous Waste Neutralization 12— Fish Canneries 11—Tire Buffers 12—Smoke Houses 17— Brake Debonders 50— Coffee Roasters 23— Bulk Grain & Dry Chemical Transfer & Storage 35— Bulk Flour & Powered Sugar Storage 45— Rubber Mixers 21 - Waste Disposal & Reclamation Units SOLVENT USE 36— Grinding Booths & Rooms 28—Vapor & Cold Degreasing 40— Asphalt Pavement Heaters 30— Solvent & Extract Driers 43— Ceramic Slip Casting 31 - Dry Cleaning 41 - Perlite Processing 40— Cooling Towers - Registration Only 91 - Fumigation Operations 56— WWTP (1 million gal/day or larger) & Pump Station 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 (city of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov PURPOSE This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. Unless none of the requirements apply, the completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy- related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. .a If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. .4 Details on CAP ordinance requirements are available on the city's website. Application Information Project Name/Building Permit No.: ftu BP No.: Property Address/APN: 50a £ \ Cc CA Applicant Name/Co.: , Applicant Address: QC4e Oc,c CA Contact Phone: ( yfS) 144 Contact Email: 5kieo', Co ,N Contact information of person completing this checklist (if different than above): Name:~*V~ Contact Phone: Company name/address: Contact Email: Applicant Signature: 3'k Date: B-50 Page 1 of 3 Revised 04/19 City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For residential alterations and additions to existing buildings, contact the building counter for the building permit valuation. Building Permit Valuation (BPV) $ Construction Type Complete Section(s) Notes: L Residential New construction 1A O Alterations: 0 exempt BPV 2- $60,000 1A 1-2 family dwellings and townhouses with attached garages Electrical service panel upgrade 1A only Multi-family dwellings only where interior finishes are removed BPV ~ $200,000 1A and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed LI Nonresidential New construction 113 and 2 d Alterations 2 Ii. Electric Vehicle Charging LI Residential New construction and major alterations (or electric panel upgrade)* Please refer to Carlsbad Ordinance CS-349 when completing this section. 0 One and two-family residential dwelling or townhouse with attached garage: 0 One EVSE ready parking space required 0 Exception: 0 Multi-family residential: 0 Exception: Total Parking Spaces Proposed EVSE Spaces Capable Ready Installed Total Calculations: Total EVSE spaces =10 x Total Parking (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x.50 (rounded up to nearest whole number) EVSE other= Total EVSE spaces - EVSE Installed (EVSE other may be 'Capable, 'Ready or "Installed.") *Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation ~ $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation 2t $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. D Nonresidential new construction (includes hotels/motels) 0 Exception:_____________________________________ Total Parking Spaces Proposed EVSE Spaces Capable Ready Installed Total Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces 0-9 1 1 10-25 2 1 26-50 4 2 51-75 6 3 76-100 9 5 101-150 12 6 151-200 17 9 201 and over 10 percent of total 50 percent of Required EV Spaces Updated 4/12/2019 2 Cityó Carlsbad Climate Action Plan Consistency Checklist 2. efransportation Demand Management (TOM) I List each proposed nonresidential use and gross floor area (GFA) allocated to each use. Employee AOl/i 1000 square feet is selected from the table below. Use GFA Employee ADT for first 1,000 S.F. Employee ADT for each subsequent 11000 S.F. Total Employee ADT j h '15D Total I If total employee ADT is greater than or equal toJ0 empjpyADT, a TOM plan is required. TOM plan required: Yes 0 <NOY • Employee ADT Estimation for Various Commercial Uses ADT for first Emp ADTI Use 1,000 S.f 7sIsIs7M11 Office (a11)2 20 $ 13 Restaurant 11 11 Retai13 .8 4.5 Industrial 4 3.5 Manufacturing 4 3 Warehousing 4 1 i Unless otherwise noted; rates estimated from ITE Trip Generation Manual, 1OU7EditiOn 2 For all office uses, use SANDAG rate of 20 ADT/1 ,000 sf to calculate employee ADT Retail uses include shopping center, variety store, supermarket, -gyps, pharmacy, etc. Other commercial ues maybe subject to special consideration Sample calculations: Office: 20,450 sf 1. 20,450 sf/1000 x 20 = 409 Employee ADT Retail: 9,334 Sf 1. First l,000sf=8ADT 9,334 sf - 1,000 sf = 8,334 sf (8,334 sf/1,000 x 4.5) + 8 = 46 Employee ADT Li Updated 4/12/2019 3