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2525 EL CAMINO REAL; 217; CBC2018-0471; Permit
• Polk (:City Carlsbad Commercial Permit Print Date: 09/23/2019 Permit No: CBC2018-0471 Job Address: 2525 El Camino Real, 217 Permit Type: BLDG-Commercial Work Class: Tenant Improvement . Status: Closed - Finaled Parcel No: 1563020900 Lot #: Applied: 08/17/2018 Valuation: $149,373.76 Reference 4: Issued: 03/15/2019 Occupancy Group: Construction Type: Permit Finaled: U Dwelling Units: Bathrooms: Inspector: Bedrooms: Orig. Plan Check U: Final Plan Check U: Inspection: 9/23/2019 12:06:09PM Project Title: Description: PLUCK UNITED: 2,308 SF RETAIL TO RESTAURANT TI Applicant: Owner: Contractor: SAM MARVIN R P I CARLSBAD LP DICKINSON CAMERON CONSTRUCTION CO 1114 Avenue Of The Americas, Floor 45 6184 Innovation Way 702-489-3525 New York, NY 10036-7700 Carlsbad, CA 92009-1728 214-660-5232 x215232 760-438-9114 BUILDING PERMIT FEE ($2000+) $803.50 BUILDING PLAN CHECK FEE (BLDG) $562.45 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $89.00 FIRE A-2 & A-3 Occupancies - TI . . $628.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) . $136.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $55.00 PUBLIC FACILITIES FEES - outside CFD • $5,228.08 S81473 GREEN BUILDING STATE STANDARDS FEE $6.00 STRONG MOTION-COMMERCIAL . $41.82 Total Fees: $7,549.85 Total Payments To Date: - $7,549.85 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 ITHE APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: EJPLANNING EJENGINEERING OBUILDING EJFIRE EJHEALTH HAZMATIAPCO Building Permit Application Plan Check NoOP'2...Ol441 Est. Value I City of 1635 Faraday Ave., Carlsbad CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Carlsbad email: Plan Ck.Deposlt buildingcarlsbadca.gov Date 'e') -Jyj www.carlsbadca.gov JOB ADDRESS The Shoppes at Carlsbad, 2525 El Camino Real, SUITE#I'SP TI M IJ ( —248A. APN - - - CT/PROJECT C LOT C PHASE C # OF UNITS C BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE 0CC. GROUP Pluck United Inc. IILB M DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Tenant Finish for a fast food chicken sales and dining. Work includes a Dining area of 882 s.f., Kitchen/Office area of 1,208 s.f. (food prep and counter service), and Restrooms (M & F)! Janitor Closet area of 218 s.f. 2)3O iOtCd UJ-t EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING I FIRE SPRINKLERS Empty Tenant Space Restaurant 620 YESI:Jif. NO YES NOE YESNOE APPLICANT NAME Primary Contact Sam Marvin .'ROPERTY OWNER NAME RPI CARLSBAD, L.P. ADDRESS ADDRESS 440 S. Rampart Blvd, #120 The Shoppes at Carlsbad, 2525 El Camino Real, CITY STATE ZIP CITY STATE ZIP Las Vegas NV 89145 Carlsbad CA 32008 PHONE FAX PHONE FAX 702-489-3525 858-361-8506 EMAIL EMAIL sjmarvinthegoatllc.com Linda.Nquyen(brookfieldpropertiesretail.com DESIGN PROFESSIONAL Global Restaurant Design, Corp. CONTRACTOR BUS. NAME Dickinson Cameron Construction. Inc ADDRESS 2426 TownSgate Rd., Ste. 1000 ADDRESS 6184 Innovation Way CITY STATE ZIP CITY STATE ZIP Westlake Village CA 91361 Carlsbad CA 92009 PHONE FAX PHONE FAX 06-7778 (818) 7015-7778-7- (818) 706-7701 760-438-9114 760-438-9149 EMAIL EMAIL kamrvna(qrdcorp.com chris(dickinsoncameron.com STATE LIC. C STATE LIC.# CLASS CU'! BUS. LIC.# John Araue I C7175 690239 1 B BLNR1216719 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law fChapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). I 00amwoo. I Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. z have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. Travelers Policy No. UB6K08698A Expiration Date wig is section need not be completed if the permit is for one hundred dollars ($100) or less. Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to sec w ere mpensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), In addition to the cost of compensati , dama s p ad for in Section 3706 of the Labor code, interest and attorney's fees. CONTRACTOR SIGNATUR 0 AGENT DATE 3 (! i I ® oQQlB €O1?O®W I hereby affirm that lam exempt fmm Contractor's License Law for the following reason: 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 loan 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). [J I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Cede: 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). [J lam exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. DYes llNo 2.1 (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): 5.1 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): PROPERTY OWNER SIGNATURE []AGENT DATE 0G1J'@ ?)OO O@(?O®() (®(D 69009013000@017963111 O)OO@ PEDMOV6 ®c7 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? Ci Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of 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. €®OC?OZ) ()®O&!)@ I hereby affirm that there is construction tending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name - Lender's Address NOW lcordfythatlhave read the application and diatethatthe above information is corrediandthatthe Information on the planets accureta I agieethcomplywtth all CityordInanand State acre$aWbebniIdingconat,uctIoft I ereby 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' deep and demolition orconstoiction of structures over 3stories to height EXPIRATION: Every pennitissuedbythe8ul eproonsofthis Code shailexplrebyfi tion and become nuliand velditthe building or work authorized by such pemtitis not commenced withto 180 days from the date of such permit or e bulkS' rwvrt authorized by such permit is suspended or abandoned at any alter the work is commenced fora period of 180 days (Section 106A.4 Uniform Building Code). APPLICANT'SSIGNATUR _ DATE 0'j?0-//fT ~V I -. Permit Type: BLDG-Commercial Application Date: 08/17/2018 Owner: R P1 CARLSBAD LP Work Class: Tenant Improvement Issue Date: 03/15/2019 Subdivision: CARLSBAD TCT#76-18 Status: Closed - Finaled Expiration Date: 03/09/2020 Address: 2525 El Camino Real , 217 Carlsbad, CA 92008-1208 IVR Number: 13269 Scheduled Actual Inspection Type inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency - Need Fire Dept. approval & complete No mechanical installation BLDG-14 6/27/19, Yes Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical Yes BLDG-44 . Yes Rough-Ducts-Dampers 08/23/2019 08123/2019 BLDG-24 101770-2019 Partial Pass Paul York Relnspaction Incomplete Rough/Topout Checklist Item - COMMENTS Passed BLDG-Building Deficiency - . No 0812912019 08129/2019 BLDG-44 102524-2019 Partial Pass Michael Collins Reinspection Incomplete RoughlDuctslDampe rs Checklist Item COMMENTS - Passed - BLDG-Building Deficiency See card for pick up. Need Fire sign off for Yes duct detectors 09111/2019 09/11/2019 BLDG-Final 103680-2019 Partial Pass Michael Collins Reinspection Incomplete Inspection Checklist Item COMMENTS - Passed BLDG-Building Deficiency See card, Ok to stock & train. Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Electrical Final Seecard for pick up. . Yes 09123/2019 09/2312019 BLDG-Final 104970.2019 Passed Michael Collins Complete Inspection Checklist Item . COMMENTS Passed BLDG-Building Deficiency See card, Ok to stock & train. ' Yes BLDG-Building Deficiency No exterior seating, gate or railing installed Yes at final inspection. BLDG-Plumbing Final . Yes BLDG-Plumbing Final . - Yes BLDG-Mechanical Final . Yes BLDG-Mechanical Final . . Yes BLDG-Electrical Final See card for pick up. Yes BLDG-Electrical Final GFCI, T-24 k Yes BLDG-Fire Final . 102978.2019 -Scheduled Felix Salcedo Incomplete Checklist Item COMMENTS Passed FIRE- Building Final No September 23, 2019 Page 4 of 4 Permit Type: BLDG-Commercial Application Date: 08/17/2018 Owner: R P I CARLSBAD LP Work Class: Tenant Improvement Issue Date: 03/15/2019 Subdivision: CARLSBAD TCT#76-18 Status: Closed - Finaled Expiration Date: 03/09/2020 Address: 2525 El Camino Real , 217 Carlsbad, CA 92008-1208 IVRNumber: 13269 Scheduled Actual Date - Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency No superintendent on site. Yes BLDG-Building Deficiency Completion of grease duct smoke test. Yes BLDG-Building Deficiency Prelim HVAC duct sealing Yes BLDG-Building Deficiency Prelim upper grease duct smoke test. Yes 0610612019 0610612019 BLDG-23 094146.2019 Passed Michael Collins GaslTestlRepalrs Checklist Item COMMENTS . Passed BLDG-Building Deficiency Partial at cookllne Yes BLDG-Building Deficiency Completion of 24 hour clock. See card. Yes BLDG-Building Deficiency Start 24 hour clock . Yes BLDG-Building Deficiency GMR emailed to SOGE . Yes BLDG-24 094147-2019 Passed Michael Collins RoughlTopout Checklist Item . COMMENTS Passed BLDG-Building Deficiency Underfloor waste & completion of top out. Yes BLDG-44 093955-2019 Passed Michael Collins RoughlDuctslDampe rs Complete Complete Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency 0611212019 0611212019 BLDG-85 T-Bar, 094440-2019 Ceiling Grids, Overhead Checklist Item BLDG-Building Deficiency 0611912019 0611912019 BLDG-34 Rough 096045.2019 Electrical Checklist Item BLDG-Building Deficiency 0612712019 0612712019 BLDG46 T-Bar, 095816-2019 Ceiling Grids, Overhead Face layer grease duct Yes Prelim upper grease duct smoke test. Yes Prelim HVAC duct sealing Yes No superintendent on site. Yes Completion of grease duct smoke test. Yes Failed Michael Collins Reinspection . Complete COMMENTS Passed Need Fire adept approval & complete -No mechanical installation Passed Michael Collins Complete COMMENTS Passed EMR emailed to SDGE Yes Passed Michael Collins Complete September 23, 2019 Page 3 of 4 Permit Type: BLDG-Commercial Application Date: 08/17/2018 Owner: R P I CARLSBAD LP Work Class: Tenant Improvement, Issue Date: 03/15/2019 Subdivision: CARLSBAD TCT#76-18 Status: Closed - Findled Expiration Date: 03/09/2020 Address: 2525 El Camino Real , 217 Carlsbad, CA 92008-1208 lVR Number: 13269 Scheduled Actual Inspection Type inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date - 05/20/2019 06/20/2019 BLDG-11 092487.2019 Passed Michael Collins Foundation/Ftg/Pier s(Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Storefront curb steel Yes 0512112019 06121/2019 BLDG-84 Rough 092633.2019 Partial Pass Michael Collins Reinspection Combo(14,24,34,44) Checklist item COMMENTS Passed BLDG-Building Deficiency Walls only, pending approval of revised Yes plans BLDG-14 . Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDf3-44 Yes Rough-Ducts-Dampers 0512412019 05/2412019 BLDG47 Interior 092848.2019 Partial Pass Michael Collins Reinspection Lath/Drywall Checklist item .. COMMENTS Passed BLDG-Building Deficiency Partial wall drywall at Qookline side only. Yes BLDG-Building Deficiency Walls only. Yes BLDG-44 092854-2019 Partial Pass Michael Collins Reinspection Rough/ouctslDampe rs Checklist Item COMMENTS Passed Complete Incomplete Incomplete Incomplete BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency 0512912019 05129/2019 BLDG-44 093219.2019 Rough/DuctslDampe rs No superintendent on site. Prelim upper grease duct smoke test. Prelim HVAC duct sealing Partial Pass Michael Collins No Yes Yes Reinspection Incomplete Passed Checklist Item - COMMENTS BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency 05/31/2019 05131/2019 BLDG-44 093355-2019 Rough/Ducts/Damps rs Completion of grease duct stroke test. Yes Prelim upper grease duct smoke test. Yes No superintendent on site. No Prelim HVAC duct sealing , Yes Partial Pass Paul York Reinspection Incomplete September 23, 2019 . Page 2 of 4 Permit Type: BLDG-Commercial Application Date: 08/1712018 Owner: R P I CARLSBAD LP Work Class: Tenant Improvement Issue Date: 03/15/2019 Subdivision: CARLSBAD TCT#76-18 Status: Closed - Finaled Expiration Date: 03/09/2020 Address: 2525 El Camino Real 217 Carlsbad, CA 92008-1208 IVR Number: 13269 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 0411112019 0411112019 BLDG-23 088642.2019 Partial Pass Michael Collins Reinspection Incomplete GaslTestlRepairs Checklist Item COMMENTS . Passed BLDG-Building Deficiency Start 24 hour clock Yes 0411212019 0411212019 BLDG-23 088789.2019 Partial Pass Michael Collins Reinspection Incomplete Gas/Test/Repairs Checklist Item COMMENTS Passed BLDG-Building Deficiency Start 24 hour clock Yes BLDG-Building Deficiency Completion or 24 hour clock. See card. Yes 0411612019 0411612019 BLDG-17 Interior 089075.2019 Partial Pass Paul Burnette Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 0411712019 0411712019 BLDG-23 089221-2019 Partial Pass Michael Collins Reinspection Incomplete GaslTest!Repairs Checklist Item COMMENTS Passed. BLDG-Building Deficiency Completion of 24 hour clock. See card. Yes BLDG-Building Deficiency Start 24 hour dock Yes BLDG-Building Deficiency Partial at cookline Yes 0411912019 0411912019 BLDG-44 089462.2019 Cancelled Paul Burnette Reinspection Complete RoughlDuctslDampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency No 0412212019 0412212019 BLDG-44 089535.2019 Failed Michael Collins Reinspection Complete RoughlDuctslDampe re Checklist Item COMMENTS . Passed BLDG-Building Deficiency No superintendent on site. No 0511012019 0511012019 BLDG-44 091527-2019 Partial Pass Michael Collins Reinspection Incomplete RoughlDuctslOampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency No superintendent on site. No BLDG-Building Deficiency Prelim HVAC duct sealing Yes 0511512019 0511612019 BLDG-17 Interior 091869.2019 Partial Pass Michael Collins Reinspection incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial wall drywall at Cookline side only. . Yes September 23, 2019 . - Page 1 of 4 CITY OF CBC20I8-0471 CARLSBAD INSPECTION RECORD 2525 EL CAMINO REAL #217 Building Division U ED 2.308 SF RETAIL. TO RESTAURANT TI I INSPECTION RECORD CARD WITH APPROVED R EL,O PLANS MUST BE KEPT ON THE JOB RD copy 21 CALL BEFORE 3:00 pm FOR NEXT WORK DAY INSPECTION 1563020900 21 FOR BUILDING INSPECTION CALL: 760-602-2725 6/19/2019 OR GO TO: www.Cartsbadca.aov/Buildlnq AND CLICK ON "Request Inspection" DATE: CBC20I8-0471 If "YES" ar please 760-602-8560, is checked below that Division's approval Is required prior to req_uestlig a Final Building call the applicable divisions at the phone numbers provided below. After all required email to or bring In a COPY of this card 1ip0c1oi ini:j o :o'çJcr .o in -jo,z0i on.! 760-802-2 (00 bnv:eii :ZiOai REQUIRED PRIOR Inspection. to: 1635 -:00ntn 'F approvals If you have are signed Faraday Ave., .:o Jy of .r'i q any questions off- fax to Carlsbad. you in'pceUon. FLIP - IF MARKED 7YES", APPROVAL REQUIRED PRIOR TO REQUESTING BUILDING FINAL ** ........ COPY OF CARD REOUIRED IFire 1Prevention 1006T' Allowj::Ihours IIbefore 'a.. CM&I lEngineering Inspections) 760-438-3891 Call Tvoe of Insoection Type of Inspection #11 FOUNDATION Date Inspector #31 13 ELECTRIC DUFER Date Inspector #12 REINFORCED STEEL #34 ROIJH ELECTRIC / EV CHARGER #66 MASONRYPREGROUT #33A,,1"ELEC SERVICE #32DTEMPORARY ___ Ml 0 GROUT 0 WALL DRAINS #35 PHOTOVOLTAIC #10 TILT PANELS #38 SIGNS #11 POUR STRIPS BLDG. FINAL #11 COLUMN FOOTINGS #41 UNDJBGROUND DUCTS & PIPING Date , Inspector #14 SIJBFRAME 0 FLOOR 0 CEILING #15 ROOFSHEATHING #44DUCT& PLENUM 0 REF. PIPING ôL,Ith./t .4z. #13 EXT. SHEAR PANELS #43 HEAT-AIR COND. SYSTEMS #16 INSULATION BLDG-FINAL #18 EXTERIOR LATH rri•)lt•JIFi.J(SIU [.) Date Inspector #17 INTERIOR LATH & DRYWALL #81 UNDERGROUND (11,12,21.31) BLDG-FINAL #82 DRYWALL,EXT LATH, GAS TES (17,18,23) Date Inspector #83 ROOF SH EATING, EXT SHEAR (13,15) #84 FRAME ROUGH COMBO (14,24,34,44) 06/24 / ( MC. #22 0 SEWER & BI/CO 0 PL/CO #21 UNDERGROUN9.27 0 WTR ) 610161 M Ivt,, 1 #85 T-Bar (14,24,34,44) ofD(j (S MX. #24 TOP OUT 4'WASTE W1R iobfiS BLDG. FINAL OCCUPANCY #27 TUB&ISHOWER PAN I1 Date Inspector #23 TEST 0 GAS PIPING .I2AS D 119 j'II41. A/S UNDERGROUND VISUAL #25 WATER HEATER A/S UNDERGROUND HYDRO #28 SOLAR WATER A/S UNDERGROUND FLUSH BLDG-FINAL A/S OVERHEAD VISUAL G/icefic Pj_.d WWI Date Inspector A/S OVERHEAD HYDROSTATIC #51 POOL EXCAV/STEEL #52 PLUMBING A/S FINAL F/A ROUGH-IN 7f// 7fJ/I #53 ELEC / CONDUIT/ WIRING F/A FINAL #54 EQUIPOTENTIAL BOND #55 PREPLASTER / FENCE/ ALARMS #57 GUNITE ____________ FIXED EXTINGUISHING SYSTEM ROUGH-INS FIXED EXTING SYSTEM HYDROSTATIC TEST FIXED EXTINGUISHING SYSTEM FINAL 1f 1.1/19 BLDG- FINAL ____________ MEDICAL GAS PRESSURETEST MEDICAL GAS FINAL SEE BACK FOR SPECIAL NOTES REV 61.8 4 . V/ 0 A SAFEbuiIt Company DATE: 11/28/2018 U APPLICANT JURIS. JURISDICTION: Carlsbad PLAN CHECK #.: CBC2018-0471 SET: II PROJECT ADDRESS: 2525 El Camino Real #218A PROJECT NAME: Pluck Tenant Improvement 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. El The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. El 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: Sam Marvin El 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: Sam Marvin Telephone #: 702-489-3525 Dat c ed: (I I211I9'(b_?) Email: sjmarvin@thegoatllc.com all Telephon~-ax In Person LIRE . By: Jason Pasiut Enclosures: EsGil 11/20/2018 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBC2018-047 1 11128/2018 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 clarify / update the following sheets / notes: The door schedule is missing from sheet A-071 as referenced in general note 8 on sheet A-Ol 0. There is no indication of a door or window schedule on sheet A-Oil. Please also note the following: Sheet A70 is missing from the plans. Sheets SI.1 and SDI are missing from the plans. K sheets are not signed by person in responsible charge. Sheet K-6.1 is not in the sheet index. Sheet K-10.6 is missing from the plans. Sheet K-12 is not in the sheet index. MECHANICAL! ELECTRICAL! PLUMBING 5. Hot water recirculating loop systems requirements: Detail the following: a) The installation of an air release valve on the inlet side of the recirculation pump, within 4' of the pump. Carlsbad CBC2018-047 1 11/28/2018 A check valve is required between the recirculating pump and the water heating equipment to prevent the hot water from flowing backwards through the recirculation loop. A check valve is required on the cold water supply line between the hot water system and the next closest tee on the cold water supply line. (See CPC 608.3 for expansion tank requirements.) No response was received for this comment 6. Deep-fat flyers shall be installed with not less than a 16" space between the fryer and surface flames from adjacent cooking equipment CIVIC 515.1.1.3. No response was received for this comment Where a steel or tempered glass baffle plate is installed not less than 8 inches (203 mm) in height between the fryer and surface flames of the adjacent appliance, the requirement for a 16" space shall not apply. No response was received for this comment Note on the plans, "Deep-fat fryers shall be equipped with a separate high- limit control in addition to the adjustable operating control (thermostat) to shut off fuel or energy where the fat temperature reaches 475°F (246°C) at I inch below the surface". No response was received for this comment. . WALK IN COOLER 10. Provide the manufacturer standard plans and installation instructions/listing information for the cooler walls and refrigeration- equipment being proposed. CIVIC 935. Show electrical loads and show that the equipment meets UL 471 and 427. Show connection details for corners and roof including fasteners. Show foam thickness and flame-spread information. No response was received for this comment Carlsbad CBC2018-0471 11/28/2018 Refrigerated Spaces that are less than 3,000 square feet shall meet the requirements of the Appliance Efficiency Regulations for walk-in coolers or freezers contained in the Appliance Efficiency Regulations (California Code of Regulations, Title 20, Sections 1601 through 1608). Note on the plans whether this installation meets these requirements. CEC 120.6 (a) No response was received for this comment. Refrigeration systems shall be protected by a pressure-relief device or other approved means to safely relieve pressure due to fire or abnormal conditions. Show on the plans the proposal for pressure relief. CMCI 112.1. No response was received for this comment. - . 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: 0 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. EsGilV A SAFEbuittCompany DATE: 8/28/2018 JURISDICTION: Carlsbad PLAN CHECK #.: CBC2018-0471 SET: I PROJECT ADDRESS: 2525 El Camino RealWISW, 111 PROJECT NAME: Pluck Tenant Improvement O APPLICANT o JURIS. LI 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. Lii 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. LII 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: Sam Marvin 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: Sam Marvin Telephone#: 702-489-3525 Date contacted: ''t (bye,) Email: sjmarvin@thegoatllc.com Mail elephone Fax In Person LI REMARKS: By: Jason Pasiut Enclosures: EsGil 8/20/2018 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 CarlIbad CBC20 18-0471 8/2812018 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK #.: CBC2018-0471 OCCUPANCY: A-2 TYPE OF CONSTRUCTION: I-A ALLOWABLE FLOOR AREA: within SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 8/17/2018 DATE INITIAL PLAN REVIEW COMPLETED: 8/28/2018 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Restaurant ACTUAL AREA: 2,308sf STORIES: 2 HEIGHT: unchanged OCCUPANT LOAD: 69 DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/20/2018 PLAN REVIEWER: Jason Pasiut 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 for 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 CBC2018-0471 8128/2018 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring 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 clarify / update the following sheets / notes: Sheets A-002 and A-003 are illegible. Please clarify. Sheets S-I and S-2 are in the plans twice. C. Add sheet E-7-9 to the sheet index. The door schedule is missing from sheet A-071 as referenced in general note 8 on sheet A-01 0. Sheet A-004 is missing as referenced in keynote C on sheet A-0I 0. There are two notes cut off on sheet S-I in the middle of the page. 2. Please show the proposal for the storefront system connection to structure at top, bottom, and sides. 3. Please provide notes on the plans to show the suspended ceilings in Seismic Design Categories 0, E & F comply with ASCE 7-10 Section 13.5.6.2.2 as follows: All ceilings shall use a Heavy-Duty T-bar grid system. The width of the perimeter supporting closure angle shall be not less than 2 inches. In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. tarisbad CBC2018-0471 8128/2018 The other end in each horizontal direction shall have a %" clearance from the wall and shall rest upon and be free to slide on a closure angle or a listed assembly. Ceiling areas over 1,000 ft.2 must have horizontal restraint wires (typically restraint would consist of four 12 gauge wires splayed 900 to each other and sloped 450 to the horizontal, spaced 12" o.c.). Ceiling areas over 2500 ft.2 must have seismic separation joints or full height partitions. Ceilings without rigid bracing must have 2" oversize trim rings for sprinklers and other ceiling penetrations. . MECHANICAL I ELECTRICAL I PLUMBING 4. Please add the condensate cleanout plug to detail on sheet P-1.2. 5. Hot water recirculating loop systems requirements: Detail the following: The installation of an air release valve on the inlet side of the recirculation pump, within 4' of the pump. A check valve is required between the recirculating pump and the water heating equipment to prevent the hot water from flowing backwards through the recirculation loop. A check valve is required on the cold water supply line between the hot water system and the next closest tee on the cold water supply line. (See CPC 608.3 for expansion tank requirements.) 6. Deep-fat fryers shall be installed with not less than a 16" space between the fryer and surface flames from adjacent cooking equipment. CIVIC 515.1.1.3. 7. Where a steel or tempered glass baffle plate is installed not less than 8 inches (203 mm) in height between the fryer and surface flames of the adjacent appliance, the requirement for a 16" space shall not apply. 8. Note on the plans, "Deep-fat fryers shall be equipped with a separate high-limit control in addition to the adjustable operating control (thermostat) to shut off fuel or energy where the fat temperature reaches 475° F (246°C) at I inch below the surface". 9. Please clarify the electric panel schedules and load calculations. The load calculation connected KVA do not match for panels 1 LP and 2LP . WALK IN COOLER 10. Provide the manufacturer standard plans and installation instructions/listing information for the cooler walls and refrigeration equipment being proposed. CIVIC 935. "Carlsbad CBC2018-0471 8/28/2018 Show electrical loads and show that the equipment meets UL 471 and 427. Show connection details for corners and roof including fasteners. Show foam thickness and flame-spread information. Refrigerated Spaces that are less than 3,000 square feet shall meet the requirements of the Appliance Efficiency Regulations for walk-in coolers or freezers contained in the Appliance Efficiency Regulations (California Code of Regulations, Title 20, Sections 1601 through 1608). Note on the plans whether this installation meets these requirements. CEC 120.6 (a) Please note or show that all electrical penetrations into the cooler shall be sealed per section 300-7 of the NEC. Refrigeration systems shall be protected by a pressure-relief device or other approved means to safely relieve pressure due to fire or abnormal conditions. Show on the plans the proposal for pressure relief. CMCI 112.1. 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. Carlbad CBC2018-0471 8/28/2018 [DO NOT PAY— THIS IS NOT ANINVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBC2018-0471 PREPARED BY: Jason Pasiut DATE: 8/28/2018 BUILDING ADDRESS: 2525 El Camino Real #218A BUILDING OCCUPANCY: A-2 [BUILDING [PORTION II AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. [ VALUE ($) Estimated value on application 149,373 Air Conditioning Fire Sprinklers TOTAL VALUE 149,373 Jurisdiction Code Icb I By Ordinance 1997 UBC Building Permit Fee v 1997 UBC Plan Check Fee Type of Review. L1 Complete Review 0 Repetitive Fee 0 Other I Repeats El Hourly EsGil Fee 0 Structural Only I $490.171 Comments: Sheet of 1 Carlsbad CBC2018-0471 8/28/2018 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBC2018-047.1 PREPARED BY: Jason Pasiut DATE: 8/28/2018 '22\i BUILDING ADDRESS: 2525 El Camino Real #21-SA BUILDING OCCUPANCY: A-2 BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Estimated value on application 149,373 Air Conditioning Fire Sprinklers TOTAL-VALUE 149,373 Jurisdiction Code I co By Ordinance 1997 UBC Building Permit Fee v 1997 UBC Plan Check Fee v Type of Review. EJ Complete Review 0 Structural Only 611 fl PPfl1HuQ F 0 Other ;iiPts Hourly Hr. @ * EsGil Fee I $490.171 Comments: Sheet 1 of 1 CITY OF CARLSBAD BUILDING DIVISION BY: WELLS L. HOLMES, S.E. PROJECT ENGINEER STRUCTURAL CALCULATIONS for PLUCK RESTAURANT - TENANT IMPROVEMENT at Carlsbad, CA for MARKATECK, LLC RECEIVED NOV 162018 PROJECT #: U2924-001-181 DATE: August 8, 2018 DATE REVISED: October 24, 2018 DESIGNED BY WLH; CHECKED BY RTA NOTE: The calculations presented in this package are intended for a single use at the location indicated above, for the client listed above. These calculations shall not be reproduced, reused, "card filed", sold to a third party, or altered in any way without the written authorization of Vector Structural Engineering, LLC and Markateck, LLC. 9138 s. State St., Suite 101 / Sandy, UT 84070 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com CAX Igaft 00311 VECTOR E In I flEER S PROJECT NO.: U2924-001-181 PROJECT: Pluck Restaurant - Tenant Design Criteria: General: SUBJECT: CRITERIA Code: Structural design is based upon the California Building Code, 2016 Edition (2015 IBC) Risk Category: II Wind Criteria: Not applicable, all work to be performed is in the interior of the building. Exhaust Hoods: Loads as indicated in equipment drawings, prepared by others. Interior Walls& Partitions: Interior walls are subjected to not less than 5 psf horizontal load. Seismic Criteria: Analysis Procedure: ASCE 7-10, Equivalent Lateral Force Procedure Site Class: D Seismic Importance Factor, l: 1.0 Mapped Spectral Response Accelerations: Ss= 1.114 S1 = 0.429 5D5 = 0.783 SDI = 0.449 Seismic Design Category: D General Notes: The contractor shall verify dimensions, conditions and elevations before starting work. The engineer shall be notified immediately if any discrepancies are found. The typical notes and details shall apply in all cases unless specifically detailed elsewhere. Where no detail is shown, the construction shall be as shown for other similar work and as required by the building code. These calculations are limited to the structural members shown in these calculations only. The contractor shall be responsible for compliance with local construction safety orders. Approval of shop drawings by the architect or structural engineer shall not be construed as accepting this responsibility. All structural framing members shall be adequately shored and braced during erection and until full lateral and vertical support is provided by adjoining members. Page ECTOR :: NO. U2924.001481 DATE 8/1/2018 EnGInEERS Pluck T.I. SUBJECT SHEET OF DESIGNED 'WLH CHECKED www.vectorse.com Table Notes 5 pounds per square foot (psf), 7.5 psf, and 10 psf loads have NOT been reduced for strength or deflection checks: full lateral load is applied. Limiting heights are based on properly fastened sheathing on both flanges over the full height of the stud. Limiting heights are based on steel properties only (non-composite). Web crippling check based on 1 inch end bearing. Where limiting heights are followed by "e", web stiffeners are required. Allowable moment is the lesser of Mai and Mad. Stud distortional buckling based on an assumed K = 0. Fy Spacing 5 psf 75 psf 10 psf Section (ksi) (in) oc 1/120 1/240 1/360 1/120 1/240 1/360 1/120 1/240 1/360 12 9•Q• 78' 68' T4 6'8' 5'lO' We 6'11 We 1625125.18 33 16 7'9' 6'W 61' 64' 61' 5'4 56' 50' 410' 24 64' 6'l' We 5'2' 52' 46' 46' 46' 43' 12 113' 8111, 7'1s' 98' 7117 6'lO' We 71' 63' 162S125-27 33 16 10'3' 5'? Ti' 5'4 71' 63' 73' 65' 56' 24 84' 7'1- 63' 810' 63' 5'S' 911' 58' 4'III 12 118' 9'3' 81' 10'? 81' 71' 81? T4 6'S' 162S125-30 33 16 10'7' 8'5' 74' 811' 74' 6'S' 79' 88' 51 IT 24 81? 74' 6'S' 73' 65' 57' We 510' SI' 12 12'O' 9'6' We 10'6' We 73' 96' TT 6'7' 162S125.33 33 16 1811' 8'S' 7'?' 86' 77' 87' 83' 611' 60' 24 9'S' 7'?' 67' 7'lO' 617' 89' 69' 60' 83' 12 118' 10'6' 92' 9'?' 92' 8'I' 83' 83' 74' 250S125-18 33 16 10' 2' 9'?' 84' 8' 3' 83' 7' 4' 72' 72' 68' 24 83' 83' 74' 69' 69' 85' 5 10'e 5 10'e Fire 12 157' 12'4' 10'iO' 129' 1010' 915' 110' 9'iO' 87' 250S125.27 33 16 138' 113' 910' 110' 910' 8'T 9'7' 811' 710' 24 11'0' 9'lO' 8'?' 90' 8'?' 76' ?'IO' 710' 610' 12 16'? 12'9' ii,? 137' 112" 89' 1110' 10'? 810' 250S125-30 33 16 145' 117' io'2 1110' 10'? 8'lO' 10'3' 9'2' 81' 24 11' IT 182' 810' 9 8' 810' 79' We 81' 70' 12 167' 13'? 116' 146' 116' 191' 12'S' 106' 9'2' 250S125.33 33 16 151' 120' 10'6' 12'S' 100' 72' 110' 96' We 24 138' 10'6' 92' 10'4' 92' 8'O' 811' 84' 73' 12 181' 144' 126' 1510' 126' 1011' 14'4' 11'5' 911, 250S125.43 33 16 165' 13's' il'S' 144' Il'S' 9ll' 130' 10'4' 90' 24 144' 115' 911' 124' 911' 8'8' 108' 9'O' 7'l? 12 139' 13'9' 12'? 113' 113' 10'?' 99' 9'9' 9'?' 3505125-18 33 IS 11* Ill 1111' 110' 919' 99' 9'?' 8'S'e 8'S'e 8'5'e 24 919' 89' 9'?' TI?e 7'll'e T11'e Sire 61111e Sire 12 186' 161' 14'O' 15'? 140' 12'3' 13'l' 12'9' ii'? 350S125-27 33 16 16' 0' 14'?' 12' 9' IT 1' 12' 9' 11,11 11,4' 11'4' 10'? 24 131' 179' 11'11 10'S' 10'S' 9'9' 93' 93' 810' 12 1911, 16'i' 14'S' 183' 146' 128' 141' 13'2' 116' 350S125-30 33 16 173' is Cr 13' 2' 141' 132" 116' 132' 11' 11' 10'5* 24 141' 13'? 116' 116' 116' 10'O' 9I1, WI1, 9'? 12 215' 17'? 14'ill 176" 14'll' 131' 152' 13'?' 1110' 350S125-33 33 16 187" 15'?' 13'?' 152' 137' 1110' 13'2' 12'4' 10'9' 24 152' 13'?' 1110' 12'S' 1110' 104' 10'9' 10'g' 95' 12 236' IS'S' 16'3' 20'S' 16'r 143' IF 5' 1410' 1311' 3505125-43 33 16 214' 16'Il' 1410' iS'5' 1410' 12'ill 160' 135' 119' 24 185' 14'lO' 1311' 15'? 12'll' 11'4' 13's' 11'9' 10'3' 12 251' 19'Ill 178' 2111' 179' 152' 19'll' 1510' 13'10' 350S125-54 50 16 22lO' 18'? 15'iO' 1911' 1510' 1310' 151' 144' 177' 24 1911' 15'lO' 1310' 17'S' 1310' 12'l' I5'lO' 177" 110' 12 2610' 214' 15'?' 23's' IS'?' 183' 21'4' 16'lI' 14'9' 350S12548 50 16 24'5' 19'4' 1611' 21'4' 1611' 149' 194' 154' 135' 24 21'4' 1611' 149' 18'?' 149' 1711' 16'll' 135' 119' 12 14's' 140' 136' 116' 116' 1011' 9'll'e 91 We 9li'e 3623125-18 33 16 12'? 12'2' 114' 9 We 9' We 9 We 8' 7'e 8' Te 8' ?'e 24 9ll'e 9'll'e 91II'e S'l'e 8, Ile 8'l'e TO'e TO'e TO'e 12 1510' 166' 14'S' 15'S' 145' 12'7' 134' 131' Ill 362S125-27 33 16 16'4' 15'O' 131' 134' 131' ill 11'i' 11,7' 10'S' 24 134' 131' 11'S' 1011, 101? 100' 85' 95' 91' 12 20'3' ITO' 1410' 167' 1410' 13'O' We 13'6' Ill 10, 362S125.30 33 16 177' 196' 136' we 136' 1110' 12'S' 173' 10's' 24 144' 136' 11'10' il'S' li'S' 10'4' 10'2' 10'2" we 12 2111' 17'?' 154' 1710' 15'4' 135' 15'6' 140' 122' 362S125-33 33 16 1811' 160' 140' 156' 14'O' 122' 13'S' 12'S' 11'l' 24 156' 140' 122' 12'S' 172' 10'S' IV IV 1011, 9'S' 12 242' 192' 169' 211' 169' 146' 1810' 15'3' 134' 362S125.43 33 16 2111' 175' 153' 1810' 153' 134' 164' 13'10' 12'? 24 1810' 153' 134' 154' 13'4' II'?' 134' 121' 10'?' 12 2516' 266' 1711' 22'?' 1711' 15'S' 206' 16'3' 142' 362S125-54 50 16 23'S' 18'?' 16'3' 206' 16'? 142' IS'?' 149' 1211' 24 20'6' 16'? 142' 1711' 142' 12'S' 16'3' 1711' 11'3' 12 27'7- 2111' 19'2' 24'I' 182' 16'9' 2111' 17'S' 152' 362S12518 50 16 251' 19ll' 17'S' 2111' 17'S' 15'? IF Ill 1510' 1210' 24 211? ITS' IS'2' 19'? 152' 13'3' 17'S' 171O' 12'? Web-height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads, web stiffeners required at ends, Copyright 0 2011 by the Steel Stud Manufacturers Association Fy Spacing 5 isf 7.5 psI 10 psf Section (ksi) (in) oc 1/120 1/240 1/360 1/120 1/240 1/360 1/120 1/240 1/360 12 14'9"e 14'9'e 13'6'e 121"e 12'l"e 11'g"e 10'5"e 10'5"e 10'5"e 400S125-18' 33 16 12'lO'e 1710e 173"e 1Q'5"e lO'5'e 10'S'e 9'l"e 91'e 9'1"e 24 10' 5"e 10' we 10" We 8' We 8' 6"e 8' 6'a 7' 5"e 1' 5'e 1' 5'e 12 19'11" 17'lO" 15'?" 163" 157" 137" 141" 141" 124" 400S125-27 33 16 173" 16'2' 14'2" 141" 141" 124" 12"2" 12"2" 113" 24 141' 14'1" (IT ) 11'6" 116" 109" 9'W wit 12 215" 18'S" 161, 17'6' 181" 14'0" 152" 14'T 129" 400S125-30 33 16 186" 16'8" 14'7" 152' 14'7" 179" 131" 13'? 117" 24 152" - 14'7' 129" 12"4" 12'4" 112' 10'8" 108" 10'l" 12 232" 19'O" 16'7' 1811' 16'7" 146' 164" 151" 13'2' 400S125-33 33 16 20'O' 173" IS'1' 164" 15'l" 13'2" 142" 139' 17O" 24 16'4 15"1" 13'2" 134' 13'? i!'6' !1'7" 117" 10'6" 12 261' 20'g" 18'l" 2719" 181" 1910' 19P Ill 16"5" 14"4" 400S12543 33 16 239" 18'lO' 185' 19'l? 165" 14"4" 17'3" 1411' 131' 24 19' Ii" IF 5" WV 163" W4' 127" 14' 1" IT I' I1'5" 12 2711' 272' 184' 245" 194" 16"11" 222" 17'?" 15'4" 400S125-54 50 16 25'4 20"2' 17'7" 272 1717" 154" 20'2" 180' 1311" 24 222' 17'?" 124" 19'4" 15'4" 135" 17'7" 13'11" 122" 12 2910' 208" 261" 20'8' 181" 238" 18'10' 195" 400S125-68 50 16 27' 2" 21'r 1610, 23' 8" 18'lO" 1615, 21'r 171" 14'11' 24 23'8 1810" 16'5' 208' 16'5" 14'4" 18'lO" 1411' 13'O 12 24' 10'e 24' 4"e 21' 3"e 20' 4'e 20'4'e 18' 7"e 17' 7'e 17' 7'e 16" 10'e 600S125-27' 33 16 21'6'e 21"6"e 19'4'e ,,17'7'e 17'7e 16'lO'e 15'3"e 15'3"e 15"3'e 24 1717"e 17'7'e (ii9"e 14'4"e 14'4"e 14"4"e 12'5"e 12'S"e 12'S"e 12 2610' 25'2' 220" 2111' 2111" 19'3" 18'll" 18'Ill 176' 600S125-30 33 16 233' 2211" 20'O' 1811' 18'll" 176" 16'5" 165" 16lO" 24 1811' 18'Ill 17'6" 156' 15'6" 15'3" 13'5e 13'S'e 175'e 12 290" 26'? 2210' 238" 27lO" 1811" 286' 20'6" 181" 600S125-33 33 16 252" 20'9'" 206" 20'6" 18'1" 17'9" 179" 16'6' 24 20'6" 206" 181' 169" 16'9" 15'!O' - 146" 146" 14'5" 12 356" 28'9' 25'1" 290" 251" 21* 11' 251" 2210" 181? 600S125.43 33 16 389" 261" 2210" 251" 2210" 19'II* 219" 20'9" 18'l" 24 251" 2210" 1811' 20'6" 19'11" Ills, 179" 17'9' 1810' 12 NW 30' 9" 26' 10" 33' 10" 26' 10" 23' 6' 309' 24'Y 21'4' 600S125-54 50 16 353" 27' 11' 24'S' 309' 24'5' 214" 27"11" 222' 17S' 24 389" 249" 214' 2810' 21"4 18'8' 24"1" !9'S' 1611' 12 41'?" 330' 28' 10' 364" 2810" 25' 2' Vol 26' 2' 2210' 600S125-68 50 16 37'g' 390" 26'2' 33'O' 26'2 2210" 300" 239" 209" 24 330' 26' 2 2710' 28' 10' 2210" 20' 0' WT 20' 9' 18' 2' 12 4011" 361" 316" 335" 31'6" 276' 2811" 288' 250' 800S125-43 33 16 355" 379' 28'6' 2811" 28'B" no, 201" 251" 22"9" 24 2811" 28'8" 25'O' 238' 238" 21'1O' 206' 20'6" 1010" 12 4810" 389" 3310" 428" 33'lO" 297' 389" 309" 2610" 800S125-54 50 16 444' 35'2 30'9' 389' 30'9' 26'iO' 341" 2711' 245" 24 38'9" 309" 26'1O' 321" 26'lO" 236' 2710" 245" 214" 12 5210" 41' 11' 36' 8' 46' 2' 36' 8" 320" 41'11* 334" 291" 8005125.68 50 16 480" 381" 374" 4111" 334" 281" 381" 303" 26'S' 24 41'11' 334" 29'l" 368" 291" 25'5" 333" 265" 231' 'Web-height to thickness ratio exceeds 200. Web stiffeners are required at all suppo,t points and concentrated loads. "e" web stiffeners required at ends. See Table Notes on page 14. Copyright @2011 by the Steel Stud Manufacturers Association J Page ECTOR JOB NO. U2924-0O1-181 DATE 8/2/2018 E PROJECT Pluck T.1. SUBJECT SHEET OF DESIGNED WLH CHECKED I - psf4dead-104d, ElLlNQ--J S&1WI WATER 01-ST c ro f IJfjf vto -DE gyp 2-733--c U:ve- _YX SUAWl f N ."T ee:l:vtgjoi-sts s 1ocd-ovt - A T L t - -. 'Of... 4 SAC : - 4: Lbek1L U+ RT 1!64~.ox, 0, 5 will -- n Dr +f } --- : - - - - -: JfrtIL i HEATER/TRANccORMEppIAyEQpsICL IA'dd'( Pesigvt flttttftt±ttftffl live load olst- 7it=5Tl4sixTTr1 = 2000 wel ttoFworkersovpltForvwsoo fjfttttt pft-i4-1 = 1ff - H - I i.. I - - - L c * - l f:t: lbs/2 47 -------------- -f-:- - _:_ J ThL 14-FHtH L -4 El www.vectorse.com 15 psf1Dead ILoad and TIP4.1psf iz1Load T L1360 Live Load Deflection L1480 Live Load Deflection Fy Single Span Double Span Single Span Double Span Section (ksi) Spacing (in) on center Spacing (in) on center Spacing (in) on center Spacing (in) on center 12 16 24 12 16 24 12 16 24 12 16 24 600S162-33 33 6'9"e 5 We 4' 7"e 5' 9"e 4' 8'e 3'4"e 6'9"e 5'10'e 4' 7"e 5 9"e 4'8"e 3'4"e 600S200-33 33 7'2"e 6'2"e 47"e 511"e4'9e 3'4"e 7'2"e 6'2"e 4'7"e 5'll"e 4'9"e 3'4"e 600S162-43 33 8' 4"e 7' 2"e 5 10"e 8'1"e 6' 9"e 5'2"e 8' 4"e 7' 2"e 5'10"e 8'1"e 6'9"e 5' 2"e 600S200-43 33 8'7"e 7'5"e 6'1"e 8'2"e 6'10"e 5'3"e 8'7"e 7'5"e 6'l"e 8'2"e 6'10"e 5'3"e 600S250-43 33 89"e7'7"e _6'3"e 8'4"e 7'0"e 5'4"e 8'9"e ire 6'3"e 8'4"e 7'0"e 5'4"e 600S162-54 50 10'O" 91" 7'10"e 111" 95" 74" 9'1. 83" 7'3"e 10'2" 93" 74" 600S200-54 50 1016" 9'7" 8'1"e 112" 95" 74" 97" 8'8" 7'7"e 1019" 9'5 74" 600S250-54 50 - 110" 100"e 8'3"e 11'5" 98" 76" 10'0" 91" lire 11'3" 98" 76" 600S162-68 50 109" 99" 86" 12'O" 1011" 811" 9'9" 810" 79" 1011" 9'11" 8'8" 600S200-68 50 113" 103" 811" 12'8 116" 93" 103" 94" 82" 11'6" 105" 92" 600S250-60 50 ill 10" 1099" 1'!i"5" 91" 109" 99" 121" 1011" 91" 600S162-97 50 11'11" 10'10" 95" 13'4" 121" 107" 1010" 9'10" 12'1" 110" 97" 600S200-97 50 126" 114" 911" 141" 12'9" 11'2" 114" 104" 90" 129" 117" 102" 600S250-97 50 132" 11,11" 105" 14'9" 13'S" 119" 1111" 1010" 96" 135" 122" 108" 600S162-118 50 12'7" ii'5" 1010" 141" 1210" 11'2" 115" 104" 911" 12'10" 1118" 10'2" 600S200418 50 13'3" 120" 106" 1410" 13'6" 1110" 120" 1011" 97" 13'6" 12'3" 1019" 600S250-118 50 1311" 12'8" 11'1" 158" 142" 125" 128" 11'6" 1010" 142" 12'11" 800S162-33 33 6'9"e 5111e 3'5"e 5'0"e 3'11"e 2'8"e 6'9"e 5'1"e 3'5"e 5'0"e 3'll"e 2'8"e 800S200-33 33 6'9"e 5'1"e 3'5"e 5'1"e 3'11"e 2'8"e 6'9"e 5'l"e 3'5"e 6l"e 3'll"e 2* 8"a 800S162-43 33 9'4"e 8'1"e 6'i"e 8'4"e 6'iO"e 5'1"e 9'4"e 8'l"e 6'7"e 8'4"e 6' 10e 5'1"e 800S200-43 33 10'0"e 8'8"e 7'1"e 9'0"e 7'4"e 5'4e 10'01e 8'8"e 7'1*e 9'0"e 7'4"e 5'4"e 800S250-43 33 10'3"e 8'11"e 7'3"e 9'0"e 74"e 5'4"e 10'3"e 8'11"e 7'3"e 9'0"e 7'4"e 5'4"e 800S162-54 50 12'6"e 10'10"e 8'10"e 123" 10'4" 81" Il'S" 10'4"e 8'10"e - 123" -- - 10'4" - 81" -- 800S200-54 50 13'2"e ii'l"e 9'5"e 134" 11'2" 8'7"e 12'O" 10'li"e 9'5"e 134" 112" 8'7"e 800S250-54 SO 138e 11'10"e 9're 13. 5" - 113" 8'8"e 126"e 114"e - 9'8"e 135" 113" 8'8"e 800S162-68 SO 136" 124" 10'4"e 14'8" 12'8" 10,1" 124" 112" 9'9"e 1310" 12' 10'? 800S200-68 50 14' 2" 12'11* 11'3"e 1511" 14'0" 11'3" 12'11' 118" 10' 3"e 14' 5" 13'2* 11'3" 800S250-68 50 1410" 13'S" 11'4"e 16'0" 13'lO" 11'O" 13'5" 123" 10'8"e 15'l" 139" 1110" 800S162-97 50 13'8" 1111" 1611" 15'4" 12'8" 13'8" 12'5" 10, 10" 154" 13'll" 122" 800S200-97 50 15'9" 144" 126" 17'8" 161" 14'l" 14'4" 130" 114" 16'l" 14'i" 12'9" 800S250-97 50 166" 150" 131" 18'6" 1610" 148" 150" 137" It* it" 16'10" 15'3" 13'4" 800S162418 50 15'11" 14'5" 127" 1710" 16'3" 142" 14'5" 132" 116" 163" 14'9" 1211" 800S200-118 50 16'8" 152" 133" 1819" 170" 14'Ill 152" 139" 12'0" 170" 15'6" 13'6" 8008250-118 50 17'6" 15'10" 13'10" 19'7" 17* 10" 15'7" 15'10" 145" 12'7" 17* 10" 162" 142" 1000S162-43 33 10'4"e a, We 6'0"e 8'l"e 6'5"e 4'6"e 10'4"e 8'11"e 6'0"e 8'1"e 6'5"e 4'6"e 1000S200-43 33 11'2"e 81111e 6'0"e 8'3"e 6'6"e 4'7"e 11'2"e 8'11"e 6* We 8'3"e 6'6"e 4'7"e 1000S250-43 33 - 111"e 8'11"e 6'0"e 8'5"e 6'7"e 4'i"e 11'6"e 8'1l"e 6'0"e 8'5"e 6'7"e 4'l"e 1000S162-54 50 13'10"e 12'0"e 9- 10'e-- 1210" 10'7" 7'll" 13're 12'Oe 9'lO"e - 12'lO" 107" Ti? 1000S200-54 50 14'll"e 12'11"e 10'6"e 13'3" 1010" 8'O"e 14'2"e 12'10"e 10'6"e 133" to* 10, 8'0"e 1000S250-54 50 1S'4"e 13'3e 10'10"e 13'8" 112" 8'2"e 14'11"e 13'3"e 10'10"e 138" 11'2" 8'2"e 1000S162-68 50 162" 14'2"e 11'7"e 16'5" 142" 112" 149" 135" 11'l"e 165" 142" 11'2" 1000S200-68 50 16'11" 15'2"e 12'5"e 17'6" 14'10" 118" 15'S" 14'0"e 12'2"e 17'3" 1410" Il'S" 1000S250-68 SO 17'B" 15'7"e 12'9"e 180" 15'7" 12'4"e 161" 14'7"e 12'9"e 180" 157" 12'4"e 1000S162-97 50 18'l" 16'5" 144" 20'4" 182" 165" 14'1l" 131" 186" 169" Will 1000S200-97 50 18, 11" 172" 15'0" 21'3" 19'3" 158" 172" 157" 13'8" 19'3" 176" 154" 1000S250-97 50 198" 17'11" - 158" - 221" 20' 1" 1611" 1711" - 163" 14'2" - - 20'1* 13 1511" 1000S162-118 50 192" 175" 15'3" 216" 19'7" 167" 175" 1510" 1310" 197" 179" 15'6" 1000S200-118 50 20'1" 18'3* 1511" 22'6' 20'5" 178" 18'3* 16'7" 14'S" 20-5- 18'7" 16'3" 1000S250.118 50 20'll" 190" 167" 23'5" 214" 187" 19'O" 173" 1S'l" 214" 19'4" 16'11" "a" web stIffeners required at ends. Web stiffenets required atintenorsupports for double span conditions. See Table Notes on page 42. Allowable Ceiling Spans - Deflection Limit L/240 13 ' psf Lateral Support of Compression Flange Lateral Support of Compression Flange Lateral Support of Compression Flange F Section Unsupported Midspan Unsupported Midspan Unsupported Midspan (k) Joist Spacing (in) o.c. Joist Spacing (in) o.c. Joist Spacing (in) o.c. Joist Spacing (in) o.c. Joist Spacing (in) o.c. Joist Spacing (in) o.c. • 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 162S125-18 33 7' 3" 67' 5' 10" 8'S" 7' 8" 67' 65" 510" 51" TV 6'?' 5'9' 50' 45" 39' 5"?' 4' 10" - 3' 11" 162S125-27 33 8'7" 711" 711" 98' 810' 78" 78" TI' 63" 8'S" 78" 68" 61" 56" 49" 6'6' 5"11' 52' 162S125-30 33 910 83 74 I0'O 91 7' It" Vol7'4 61 89' 7'11 6111 65 510 50 69 6'l 5'4 162S125-33 33 9'S" 8' 8' 78" 10'4 95" 82" We 7'S" 610" 90' 82' 72" - 68" 61" - We 70" 64" 5'6" 162S137-27 33 911" 92" 60" 191" 92' 80" 810" 80" lIT 810" 80" - - 70" 6'to* 62" 95" viol 67 5'5• 162S137-3033 10'4" 9'6"8'3" 10'S" 96" 83" 91" 83" 73" 91" 83" 73" TO, 65" 5'?' TO, 65" 5'?' 162S137-33 33 169" 99" 817" 10`9" 99' 8'?' 95" 87' 7'S" 95" 87" 16' 73" 6'T 99" 73" 6'?" - 5'9" 250S125-18 33 6'5 79" 611" Il'?" !0'6" 9'? T6" 611" 62' 1011" 91" 8" -r 60" 56" 4'lO'e T5 6131e 920 250S125-27 33 9'8' 811" 8'O' 13'5 122' 10'7" 88" 80" 7'2 11'8" 10'?' 93" TO" 66' 59' 90" 8'2' 6'iO" 2505125-30 33 161" 9'3 W31 1310' 12"?' 1011" 90" 8' 3" 7'S' 121" IV it" 9'?' 7' 3" 68" 60" We 8'5" 73" 250S125-33 33 166" 9'r 8'?' 14'3" 130" 114" 94" 87' 18" 12'S" 114" 911" 76" 61 It" 62' g'r 89" 7'?' 250S125-43 33 119" 1610" 9'?' 196" 141" 124" 10'S" 97' 8'6" 137" 124" 10'9" We T8" 610' 10'S" 9'6' 8'4" 250S137-27 33 110" 162' 92" 140" 179' 111" 910" 92' 8'2" 123' - lit 99' 80" 15" 68' 96" 8'?' T6" 250S137-30 33 115" 196' 95" 145" 132' 116" 192" 95" 85' 128" 11'6" 160" 83' 7'S" 610" 99" 810' 79" 250S137-33 33 11- 10- lily, it" 99' IN II" 13'?' 1110" 10'?" 99' 8'9" 171' II' 10" 104" 8'?' 7' It, 71' 10'i" 92' 80" 250Si3743 33 133" - 12'T 10' 10" 163" 149" 1711" 119" 10'to, 9'?" - 142" 1211" 11' 3" 9'S" 88" 79" IV ill 911' 8'e" 250S162-33 33 136" 12" 5' 11'2" 158" IN 3" 12'S" 121" 112' 100" 138' 125" 1610" 910" 91' 911 10'?" 9'?' We 250S162.43 33 150" 139' 123" IT 11 15'S" 13'S" 134" 173" 1611" 14'It" 136" 1110' 109' 911" 810" 116" 185" 9'2' 350S125-18 33 92' 8'S" 75" 126" 11'5' 9'Ill 8'3" 7'S" 68' 110' Will - 8'5"e 6'! 6Il"e 517e 8'2"e T2'e 6'O'e 350S125-27 33 107" 99" 89" 1411" 139" 123" 95" 89' 19" 13'4' 123' 10'?" 7'?' TI" 6'4" 104" 93" 79" 3505125-30 33 10, It" 1011 90 155 142' 129 99 90 8`11 139 129 Ill? TIV T3 66 10111 99 83 350S125-33 33 114' 105" - 94" 160" 149" 132' 101" 9'4• We I4'3' 132" 119" 82' Ti' 89" ill 104" 810" 350S125-43 33 127" 117" 184" 17'?' 163" 146" 112' 104" 92' 198" 14'S' 1211" 90" 83" 7'S' 12'?' 116' 101" 350S137-27 33 - 11,11" 110" 911" iTO" 199" 141" 10'8' 911" 811" 15"3' 141" 124" 88" 81" 7'3" 11"11" 107" 8'iI"e 3505137-30 33 124" il'S' 193' IT 163" 14'?' 110' 103' 9'2' 199' 147' I2'lO" 90" We T6" 126" 11'3" 96" 3506137-33 33 129" 1110" 10'?" 182" 169" 151" 115" IV 9'S" 163' 151" I3'4' 93" 8'?" 7'S' 130" 11'9" 100" 350S137.43 33 142" 13'O' 11"7" 1910" 184" 16'S" 127' 117" 104" 179' 165" 147" 10'2' We 8'5" 142' 121? 11'3" 350S162-33 33 14'6" 13'S' 121" 203" 18'S" 161" 130" 121" 10'lO' 179' 151" 14'l' 101" 910' 8'lO" 13'S" 125" 1010" 350S162-43 33 160' 149" 132" 221" 200' ITS" 143' 122' 119" 193" ITS" I5'3' 116' 10'8" 9'?" 1411" 13'S" 11"10' 362S125'18 33 9"3" 8'i'Ti" 128" 11'?" 100' We Ti" 6'9" III" 1O'O' 8'6"e 6'?" 6'O"e 94"e 8'3"e 7'4'e 6'l"e 362S125-27 33 108' 910" 810" 190" 1311" 124" 9'6" 810' T10" 135' 12'4" 109' !8 TI" 65' 10'S" We Tll" 362S125-30 33 110' 1(y2' 91" - iS'S" INN' 1210" 910" 91" 8' 2' 1711' 1210' 114" Vol 7' 4" 6'?' 110" 911" 8'S' 362S125-33 33 Ill 5 10'?" 95 162' 1410 133 103 95 85 145" 133 1110 83 T8 6 10 ill 71 106 90 362S125-43 33 128" 118" 195" 1?"9" 16'S" 148" 113" 10'S' 93" 1010" 148" I3'O' 91" We 7'S' 129" 118" 102' 3625137-27 33 120" 112' 100" 1T2' 1911" 143" 1010' 100' 90" ITS, 143" 126' 89" 82' T4' 121" 109" 9'!"e 362S137-30 33 125" 116" 104" 178" iS'S" 148" 117 104" 93' 1510" 148" 120" 91" 8'S" T6' 128" Ill 9'8" 362S137-33 33 1711' 1111" 108" 184" 1611" 152' 11'6" 108" 9'?' 165" 152' 136" We 88" 79" 132" 1111" 102' 3625137-43 33 143" 132' 118" 200" 186" 167' 128' 1118' 10'5 IT 11' 157" 149' 103' 9'S' 8'S" 145" 132' 11'S" 362Si62-33 33 148" l37" 122 2010' 1811" 16'S' 132' 122' IV It* 182" IS'S" 145' 108" 91? 811" 141" 129" 11"2" 382S162.43 33 152" 14'lI" 13'4 228" 20'?' 180' 14'S" 134' It'11" 1910" 180' 109' 118" 109" 9'S" 154" 1311" 122" 4006125-18 33 9'6"e 8'9"e 7'lO"e 13'O"a 11'll"e 105'a 8'S'e ?'Ire 6'II'e 11'S'e 10'5"e 8'll"e S'9'e 6'2'e 5'6"e 8'i'e 7'8'e S'S"e 400S125-21 33 1011' 101" 01" IS'S" 143" 129" 919' 91" 81" 13'IO" 129" 112' TII" T4" 67" 1010" 99' 83" 400S125-30 33 114" 10'S' 94" 160" 149" 132' 101" We We 143" 132' 119" 8'2' Ti' 69" 115" 104" 89' 4006125-33 33 119" ¶010" 9'8' 16'7" 153' 138' 10'S' 9'8' 8'8" 149" 138" 122' 8'S" Tb' TO" 1111" 10'1I" We 400S125-43 33 130" 120' 108' 183" - 1610' 150" 11'7" 108" - 9'S' IS'3' 150" 13'S" We 8'?' TB" 131" 120" 10'?' 400S137-27 33 124" 115' 1O'3" 1T7' 194" 148" 11'1' 103' 92' 1510' 148' 120" 90' We 76" 127' - 11"3" 9'S'e 400S137-30 33 129' 1110" 1(y7' 182' 16"10" 151" II'S" 10'?' 9'S' IS'4 151" 135" 93" 8'?' 79" 131" it, 1W 101" 400S137-33 33 13' 3" 123' 1911" ter ire 15'?' it, to, IV it, 9' to, 16' 10" 157" IT it, 9'?' 811" 80' 13'?' 124' 10' 8' 4006137-43 33 14'?' 13'S" 120 20'?" 190" 170" 130" 120' 109' 184" 170" 152' -10, S" - We 8'S" 1410' 13'?" It, IV 400S152-33 33 iS'S" 1211' 126' 21'S" 1910' 179" 13'S' 126" 112' 193" 179" 15'?" 1011" 102" 01" 152' 139" 119" 400S162.43 33 iS'?" 15'3" 138" 234" 21'?' 104" 149' 138" 122" 2011" 194" 1611" 1111" 110' 911" 16'S" 150' 131" 60OSI25-27 33 12'S"e it, re 1O'4"e IT It's I6'6"a 14'g'e 11'2'e 10'4'e 9'4"e lS'O'e 14'9"e 13'2"e 77e 8'S"e 7'7'e I2'lI'e 11"10"e 10'4"e 600S125-30 33 179' 1110" 1O'8" 18'S" 171" 153" 11'S" 108" 97" 15"?' 15'3 128' 95" 89' Tb" 13'4" 124" 10'l1 500S125-33 33 ITT 123' 11,0" 1811" 17"?' IF 10' 11' 10' ll'O' 910' 170" 1510" IN? 9' 8" 91? Fl* - MW 129' II'S" 600S12543 33 14'S" 13'4" 1111" 20'S" 190" IT 1211" Ill it* 108' 184" iTO' 153" 1015' 98" - 8'S" 150" 1311" 12'S" 500S137-21 33 I4'O'e 13'O'e 11'9"e 20'2"e 18'8"e I69"e 12"7'e 11'9"e 10'6'e 18'l'e IS'9"e IS'O'e 10'4"e 9'?'e 8'T'e I4'8"e 13'7'e 1110' 600S137-30 33 14'S" 134" 120" 2010' 193" lT3" 130' 120" 1010" 188' 173" 176' 10'?" 910" 810" 152' 140" - I2"S"e 6005137-33 33 14'll" 139' 125' 21'S" 1910' 17, 1V 134" 125' 112" 193" IT 1V 160' 1011" 102" 92' IS'S' 14"S" 1211"i 6005137-43 33 163' 160, 13'S" 231" 21'S" 193' 14'S" 13'S" 12' 0" 20' 9' 193" 114' 119' 10' 11" 9110 16' II" 159" IN 2' 600S15233 33 16'11 158' IN 11 245 228 205 C152 141 128') 220 205 185 125 117" 10'S 180 168 149'e 600S162-43 - 33 18'S" iTO" 153" 264" 24'4" 2111" 108' 153" 138' 1 228" 2111" 19'9" 135" 12'S' 112' 194" IT Ill 150' * Loads that exceed the 10 psf limit for non-structural members require the use of structural material with G-60 or similar coating. *e* web stiffeners required at ends. See Table Notes and figures on page 51. © 2011 by the Steel Stud Manufacturers Association )YECTOR C fl 0 I fl C C R 3 Job No. U2924-001-181 Date: 8/1/18 Project: Pluck T.I. Page 8 Designed: WLH Checked: KGS Seismic Forces per ASCE 7-10 Section 13.3: Seismic Coefficient: 1.0 5DS := .783 I 1.5 I:=1.0 Z = 9.5 (ft) Hood Height h:=24 (ft) Roof Height W:=550 (Ibs) Hood Weight p := 0.4.aP.SDS .(1+2..).w=2o5.755 (Ibs) Horizontal Seismic Load RP h 'p Hood to be braced to adjacent stud wall, see stud calculations (following sheets) N:=6 Number of hood hanger rods T:=-=91.667 (lbs/hanger rod) - 1/2" dia. rods okay by N observation Concentrated loads imparted on existing roof beams considered negligable (<100 Ibs) i:. .........::I..y.• L. •. .. m Page 10 Company : VECTOR STRUCTURAL ENGINEERING Aug 2, 2018 I RISA Designer : WLH 11:02 AM Job Number : U2924-001-181 Checked By:_____ ANEMETSCHEKCOMPANY Model Name : Pluck T.I. (Global) Model Settings Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (in "2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration (ft/sec"2) 32.2 Wall Mesh Size (in) 24 Eigensolution Convergence Tol. (1.E-) 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 14th(360-10): ASD Adjust Stiffness? Yes(Iterative) RlSAConnection Code AlSC 14th(360-10): ASD Cold Formed Steel Code AISI S100-16: ASD Wood Code AWC NDS-15: ASD Wood Temperature <1 OOF Concrete Code ACI 318-14 Masonry Code TMS 402-16: ASD Aluminum Code AA ADM 1-15: ASD - Building AISC 14th(360-10): ASD Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method Exact Integration Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Mm % Steel for Column 1 Max % Steel for Column 18 rA RISA-30 Version 16.0.5 [NA ... \...\... \ENG\Hood Studs.r3d] Page 1 Designer : WLH 111RISA Company : VECTOR STRUCTURAL ENGINEERING Job Number : U2924-001-181 ANEMETSCHEK COMPANY Model Name : Pluck T.I. Page 11 Aug 2, 2018 11:02 AM Checked By:_____ (Global) Model Settings, Continued Seismic Code ASCE 7-10 Seismic Base Elevation (ft) Not Entered Add Base Weight? Yes CtX .02 CtZ .02 I X (sec) Not Entered T Z (sec) Not Entered R 3 AZ 3 Ct Exp. X .75 Ct Exp. Z .75 SD1 1 SOS 1 Si 1 TL (sec) 5 Risk Cat I or II Drift Cat Other )mZ 1 OmX dZ 4 CdX 4 Rho Rho Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A [in2] lyy [in4J lzz [in4] J [in4J I 1 IHood Stud I 800S162-54 I Column I None IA653 SS Gr ... I Typical I .67 I .195 I 5.74 I .000715 I Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules I 1 I Ml I Ni I N2 I I I Hood Stud lColumn I None 1A653 SS... I Typical Member Point Loads (BLC 3: Seismic) Member Label Direction Magnitude[k.k-ft] Location(tt.%J I 1 I Ml I X I .105 I 10 Member Distributed Loads (BLC 1 : Dead) Member Label Direction Start Magnitude[klft.F.ksfl End Magnitude[k/tt.F.ksfj Start Location[ft.%] End Location[ft.% Ml I Y I -.025 I -.025 I 0 I 0 Member Distributed Loads (BLC 2: Live) Member Label Direction Start Magnitude[k/ft.F.ksfJ End Magnitude[k/ft.F.ksfj Start Location[ft.%1 End Location[ft.%J F-1 I Mi I X I .007 I .007 I 0 I 0 Basic Load Cases DI f, +..., V V (r,ih, 7 Zruih, mint Pnint flitrihiitprl Ar1Ma urfacA(P U U RISA-3D Version 16.0.5 [NA ... \ ... \ ... \ENG\Hood Studs.r3d] Page 2 Page 12 Designer : WLH 11:02 AM 111RISA Job Company : VECTOR STRUCTURAL ENGINEERING Aug 2,2018 Number : U2924-001-181 Checked By:_____ ANEMETSCHEK COMPANY Model Name : Pluck T.I. Load Combinations Joint Reactions LC Joint Label X Iki V Iki Z Iki MX Fk-ftl MY lk-ftl MZ Fk-ftl j 1 Ni -.084 .657 1 0 , 1 10 2 1 N2 -.084 0 0 0 0 0 3 1 Totals: -.168 .657 0 4 1 COG (ft): X:0 Y:12 Z:0 - Member Section Forces LC Member Label See Axiairkl v z Sheariki Torauelk-ftl v-v MomentFk-ftl z-z MomentFk-ftl j. 1 Ml 1 .657 - .084 - 0 - - 0 - 0 2 2 .493 .042 0 0 0 -.378 3 .329 0 0 0 0 -.504 4 4 .164 -.042 0 0 0 -.378 5 0 -.084 0 0 0 0 Member AISI S100-16: ASD Cold Formed Steel Code Checks LC Member Shape UC Max Loc[ttj Shear U... Loc[ft] Dir Pn/Om[kl Tn/Om[kl MnyylO... Mnzz/O ... Vnyl... Vnz/... Cb Egn I 1 Ii I Ml 1800S162-541 .777 I 1 I .038 I 0 lyl .851 1 20.06 I .38 1 2.192 12.2313.0381 1 IH1.2-1 I RISA-30 Version 16.0.5 [NA ... \...\... \ENG\Hood Studs.r3d] Page 3 Title Block Line 1 Project Title: Page 13 You can change this area Engineer: using the Settings menu item Project ID: and then using the Printing & Project Descr: Title Block selection. Title Block Line 6 - Printed: 24 OCT 2018, 4:35PM Steel Beam File N2SLM8Y2tu2AKA5BUIlNVX1ENGPIuCk.eC6 Software coovriaht ENERCALC. INC. 1983-2018. Build:10.18.10.10 Description: RTU Support CODE REFERENCES Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: IBC 2018 F MãtiriaI Properties Analysis Method: Allowable Strength Design Fy : Steel Yield: 50.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E: Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending L3-112x3-112x5116 Span = 7.50 ft 1AuièLiIs Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Load(s) for Span Number I Point Load: D = 0.250 k @ 2.50 ft Point Load: D = 0.250 k @ 5.0 ft Maximum bending stress Hatio. = Section used for this span Ma: Applied Mn I Omega: 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 0.187:1 13-1/2x3-1/2x5/16 0.676 k-ft 3.622 k-ft +D+H 3.750ft Span # 1 0.000 in Ratio = 0.000 in Ratio = 0.099 in Ratio = 0.000 in Ratio = urn snear stress iiatio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0<360 0 <360 908 >=180 0 <180 L3-1/2x3-1/2x5/16 0.2770 k 19.680 k +D+H 0.000 ft Span #1 [Maximum Forces &TStresses for Load Combinations 1 Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx MnxlOmega Cb Rm Va Max Vnx VnxlOmega +D+H Dsgn. L = 7.50 ft 1 0.187 0.014 0.68 0.68 6.05 3.62 1.00 1.00 0.28 32.87 19.68 +D+L+H Dsgn. L= 7.50 ft 1 0.187 0.014 0.68 ' 0.68 6.05 3.62 1.00 1.00 0.28 32.87 19.68 +D+Lr+H Dsgn.L = 7.50 ft 1 0.187 0.014 0.68 0.68 6.05 3.62 1.00 1.00 0.28 32.87 19.68 +D+S+H Dsgn. L= 7.50 ft 1 0.187 0.014 0.68 0.68 6.05 3.62 1.00 1.00 0.28 32.87 19.68 +D+0.750Lr+0.750L+H Dsgn. L= 7.50 ft 1 0.187 0.014 0.68 0.68 6.05 3.62 1.00 1.00 0.28 32.87 19.68 +D+0.750L+0.750S+H Dsgn. L = 7.50 ft 1 0.187 0.014 0.68 0.68 6.05 3.62 1.00 1.00 0.28 32.87 19.68 +D+0.60W+H Dsgn. L= 7.50 ft 1 0.187 0.014 0.68 0.68 6.05 3.62 1.00 1.00 0.28 32.87 19.68 +D+0.70E+H Dsgn.L = 7.50 ft 1 0.187 0.014 0.68 0.68 6.05 3.62 1.00 1.00 0.28 32.87 19.68 +D+0.750Lr+0.750L+0.450W+H Dsgn. L= 7.50 ft 1 0.187 0.014 0.68 0.68 6.05 3.62 1.00 1.00 0.28 32.87 19.68 +D+0.750L+0.7505+0.450W+H Dsgn.L = 7.50 ft 1 0.187 0.014 0.68 0.68 6.05 3.62 1.00 1.00 0.28 32.87 19.68 TitTe Block Line 1, Project Title: You can change this area Engineer: Page 14 using the Settings menu item Project ID: and then using the Printing & Project Descr: Title Block selection. Title Block Line 6 . Printed: 24 OCT 2018, 4:35PM Steel Beam File N:2SW8Y-2\U2AKA5-B%UllNVX-TtENGPluck.ec6. Software copyiight ENERCAIC, INC. 1983-2018, Build:10.18.10.10 . I Lic. # : KW-06004714 Licensee : VECTOR STRUCTURAL ENGINEERS Description: RTU Support Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx MnxlOmega Cb Rm Va Max Vnx VnxlOmega +D+0.750L+0.7505+0.5250E+H Dsgn. L = 7.50 ft 1 0.187 0.014 0.68 0.68 6.05 3.62 1.00 1.00 0.28 32.87 19.68 +0.60D+0.60W+0.60H Dsgn. L= 7.50 ft 1 0.112 0.008 0.41 0.41 6.05 3.62 1.00 1.00 0.17 32.87 19.68 +0.600+0.70E+0.60H Dsgn. L = 7.50 ft 1 0.112 0.008 0.41 0.41 6.05 3.62 1.00 1.00 0.17 32.87 19.68 EOiillMaximum Deflections 1 Load Combination Span Max. Defi Location in Span Load Combination Max. "+ Defi Location in Span D Only 1 0.0991 3.771 0.0000 0.000 rviiiI Reactions 1 Suport notation: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.277 0.277 Overall MINimum 0.166 0.166 +D+H 0.277 0.277 +D+L+H 0.277 0.277 +D+Lr+H 0.277 0.277 +D+5+H 0.277 0.277 +D+0.750Lr+0.750L+H 0.277 ' 0.277 +D+0.750L+0.750S+H 0.277 0.277 +D+0.60W+H 0.277 0.277 +D+0.70E+H 0.277 0.277 +D+0.750Lr+0.750L+0.450W+H 0.277 0.277 +D+0.750L+0.750S+0.450W+H 0.277 0.277 +D+0.750L+0.7505+0.5250E+H 0.277 0.277 +0.60D+0.60W+0.60H 0.166 0.166 +0.60D+0.70E+0.60H 0.166 . 0.166 O Only 0.277 0.277 • Lr Only LOnly S Only WOnly E Only HOnly ECTOR E n I flEE RS UTAH OFFICES Draper Layton St. George Project Number: U2924.001.181 October 24, 2018 RECEIVED Thornton Tomasetti Attn.: Sean Norvile 925 Fort Stockton Drive Suite 200 San Diego, CA 92103 NOV 16 2018 CITY OF CARLSBAD BUILDING DIVISION REFERENCE: The Shoppes at Carlsbad - Pluck Tenant Structural Drawing Review Project No. S16012.42 Dear Mr. Norville: The following is a written response to the plans check letter dated August 15, 2018 the above referenced project. Our responses are limited to structural concerns only. GENERAL STRUCTURAL REVIEW COMMENTS ONLY COMMENT 1: Si - Add stamp and signature of EOR Response: Revised plans will be stamped and signed. FOUNDATION / CEILING FRAMING PLAN Note Pluck tenant space is located at upper level on existing concrete pan-joist system, not on grade. Text on stud wall callout appears to be truncated. See plan markup for clarification. Correct SD-i value on Note A. 12. See plan markup for clarification. Indicate location and maximum weight of transformer and water heater. Refer to notes P and Q on A-050 for clarification. Indicate maximum weight of new hoods. Response: Details have been revised to reflect metal deck/concrete topping floor condition. Truncated text has been corrected. Seismic coefficients have been corrected. Equipment weights and locations are now noted. - ROOF FRAMING PLAN Indicate location and maximum weight of all new HVAC equipment on roof framing plan. EF-1 is not currently shown on plan - coordinate with mechanical. Response: See revised roof framing plan for HVAC equipment and weights. COMMENT 2: S2 - Add stamp and signature of EOR Tat t ~- I r - Detail 17 indicates existing slab-on-grade. Not Pluck tenant space is located at upper level on existing concrete pan-joist system. Response: Drawings will be stamped and signed. Details have been modified to reflect concrete pan system. We hope this meets your needs. If you have any questions or require additional information, please contact us at your convenience. Sincerely, VECTOR STRUCTURAL ENGINEERING, LLC OCT 2 4 2018 Wells L. Holmes, S.E. Project Engineer - ELISE ROTHSCHILD Director RE1EVED MAR 152019 'Countp of .'an ]Biepp) c .cARLscERT DEPARTMENT OF ENVIRONMENTAL HEALTIUI ."',%G D IVI ntnt Director I FOOD AND HOUSING DIVISION P.O. BOX 129261, SAN DIEGO, CA 92112-9261 Phone: (858) 505-6659 FAX: (858) 5054824 1(800) 253.9933 www.sdcdeh.org PLAN APPROVAL SHEET DBA: Pluck (The Shoppes at Carlsbad) DATE: 12126/2018 SITE: 2525 El Camino Real-Space 218A, Carlsbad, CA 92008 PC #: 2018-FFPP-010105 BUSINESS OWNER: Sam Marvin Plans are approved contingent upon the following: 1) Department of Environmental Health (DEft) stamped plans shall be maintained at the jobsite and available for review at the time of the inspection. 2) Changes to equipment layout, menu, or application must be submitted for approval. Changes made without approval will make the plan approval null and void. 3) Obtain local Building Department and all applicable agencies permits and approvals PRIOR TO FINAL INSPECTION AND APPROVAL TO OPERATE BY THIS DEPARTMENT. 4) All food and utensil-related equipment shall be certified to applicable sanitation standards by an ANSI accredited testing agency. 5) 5-10 business days before completion of 600/6-80% of construction, call (858) 505-6660 to schedule a mid- inspection. In lieu of a plumbing inspection by DEft: Floor sinks shall be installed /3 exposed and equipped with an appropriate grill cover if no access is provided for cleaning. Drain lines shall slope ¼" per foot to gravity, shall not exceed 15' in length and shall terminate a minimum of 1" above the floor sink with a legal air gap. Drain lines shall not intersect walkways or door ways. No condensate drainage of any kind can drain to the mop sink. The entire floor surface must be sloped to the floor drains approximately 1/8 inch per foot or a four feet diameter depression that slopes 1:50 (approximately ¼ inch per foot). Conduits of all types shall be installed within walls as practicable. When otherwise installed, they shall be mounted or enclosed in a chase so as to facilitate cleaning. 6) Owners and/or operators must pass an approved and accredited Food Safety Certification course. Proof of successful completion of this course is to be furnished at the final inspection. 7) At the time when the final inspection is requested, the facility shall have all utilities operational and all refrigeration shall have an ambient air temperature of 38'F or below and shall be equipped with a thermometer accurate to +1- 27 in the warmest section of the unit. All equipment is to be in place and functional. 8) Seal all cracks, gaps and crevices in counters, cabinets, around metal flashing, sink backsplashes, around pipes and conduits with silicone sealant. 9) AN AIR BALANCE REPORT IS REQUIRED IF THE FACILITY HAS VENTILATION HOODS. 10) ANY FOOD PROCESSING AREAS MUST BE COMPLETELY ENCLOSED. OPERABLE WINDOWS, MOVEABLE WALL PANELS. GARAGE ROLL-UP DOORS, OR OTHER MEANS OF RENDERING FOOD PROCESSING AREAS NOT FULLY ENCLOSED ARE NOT APPROVED. 11) Be advised. aonllcable jurisdiction requirements that result in changes to anroved nlans may require revisions to the Department of Environmental Health plans. Plans reviewed by Muriel.GaIsim@SDCOUNTY.CA.GOV. EMAIL fluesdcountv.ca.aov AT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE INSPECTIONS. A FINAL INSPECTION MUST BE CONDUCTED AND AN ENVIRONMENTAL HEALTH PERMIT SHALL BE ISSUED PRIOR TO OPENING AND OPERATING THIS "Environmental and public health through leadership, partnership and science" 4ityof Carlsbad Print Date: 09/24/2019 Permit No: PREV2019-0099 2525 El Camino Real, 217 BLDGPermit Revision 1563020900 $ 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: 05/28/2019 Reference #: Issued: 06/19/2019 Construction Type Permit 09/24/2019 Finaled: Bathrooms: Inspector: Orig. Plan Check #: CBC2018-0471 Final Plan Check #: Inspection: PLUCK UNITED: RESTROOM LAYOUT REVISED Applicant: Owner: Contractor: SAM MARVIN R P I CARLSBAD LP DICKINSON CAMERON CONSTRUCTION CO 1114 Avenue Of The Americas, Floor 45 6184 Innovation Way 702-489-3525 . New York, NY 10036-7700 Carlsbad, CA 92009-1728 214-660-5232 x215232 760-438-9114 FEE AMOUNT BUILDING PLAN CHECK REVISION ADMIN FEE $35.00 MANUAL BUILDING PLAN CHECK FEE $112.50 Total Fees: $ 147.50 Total Payments To Date: $ 147.50 Balance Due: $0.00 Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2706 1760-602-8560 f I www.carlsbadca.gov PLAN CHECK REVISION OR Development Services ccity of DEFERRED SUBMITTAL Building Division Carlsbad APPLICATION 1635 Faraday Avenue 760-602-2719 B-I 5 www.carlsbadca.gov M Original Plan Check Number c3c0I'- OH 1 Plan Revision Number PRE)JO I10011 Project Address 2-52S & c4,-iwo fZAL_ General Scope of Revision/Deferred Submittal: Duck- fA~-f c/1( DuE 7 go ii.u6 SfM 1441PAA P0#'1J'A16 CONTAG INFORMATION: Name fJ*ur r-1,C7Cf Phone 6I4- 2 —363 Fax Address 4/14, /"#ou*i' wdy City ee Zip 91292T Email Address U.4417 OFt,AtI4ME2o.A/ COM Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: ins LI Calculations fl Soils LI Energy LI Other 2. Describe revisions in detail 3. List page(s) where each revision is shown P€A)f j4-i)__Pi'u j'fIi-h_ 4'7Ae Does this revision, in any way, alter the exterior of the project? LI Yes F1Jo Does this revision add ANY new floor area(s)? fl Yes Does this revision affect any fire related issues? LI Yes Is this a complete set? IJ Yes —--No eSignature Date S-2 oig 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov EsGilV/0 A SAFEbulittompany DATE: 6/13/2019 0I4'PLICANT URIS. JURISDICTION: Carlsbad PLAN CHECK #.: CBC2018-0471.rev SET: I PROJECT ADDRESS: 2525 El Camino Real PROJECT NAME: Pluck Revision The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. El 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. LI EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) ail: Mail Telephone Fax n REMARKS: PREV20I9-0099 slip sheets. By: Jason Pasiut Enclosures: EsGil 5/29/2019 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Complete Review Ti Structural Only Jurisdiction Code I #NFA I? UBC Bu ilding !!! H I! Plan Check Fee H Type of Review: r lid Cafisbad CBC2018-0471.rev 6/13/2019 (DO NOT PAY— THIS IS NOT AN INVOICE) VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBC2018-0471.rev PREPARED BY: Jason Pasiut DATE: 6/13/2019 BUILDING ADDRESS: 2525 El Camino Real BUILDING OCCUPANCY: A-2 BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI revision hourly review Air Conditioning Fire Sprinklers TOTAL VALUE I Repetitive Fee LLJ Repeats V V * Based on hourly rate r Other Hourly 11Hr.@* EsGil Fee $90.00 V I $90.001 Comments: Sheet 1 of 1 May 5, 2019 Carlsbad Permit # CBC20180471 Pluck 2525 El Camino Real, Ste 218A Carlsbad, CA 92008-1204 Delta 4 Drawing Revisions Sheet TS; No revisions, just noted the delta in the Issue Block. RECEIVED MM 2 S 2019 CI-Ty OF CARLSBAD BUILDING DIVISION Sheet A-01 0; Revised Restroom layout to provide wall hung Water Closets due to a steel beam below the floor, move lavatory 18" from wall per ADA requirement. Added notes for countertop supports. Added detail call out for storefront to exterior wall detail. Revised countertop location per revised Kitchen equipment layout. Sheet A-01 1; Revised Restroom layout. Sheet A-Oi 2; Revised Restroom layout. Revised countertop location per revised Kitchen equipment layout. Sheet A-01 3; Revised Restroom layout. Revised countertop location per revised Kitchen equipment layout. Sheet A-020; Revised Restroom layout. Revised ceiling at front counter location. Revised duct location to match mechanical plans. Sheet A-040; Revised Restroom layout and elevations to provide wall hung Water Closets due to a steel beam below the floor and move lavatory 18" from wall per ADA requirement. Sheet A-070; Added details for closure between storefront and exterior wall due to field conditions. Sheet A-071; Added dimension from floor to top of frame. Sheet A-072; Added color forquarry tile, grout and sealer to floor finish F-2. Revised Finish schedule for BOH sealed concrete. Add ramped threshold to hardware set 3. Revised Door 209 from 3'-O" door to 2'-8" door in Door and Hardware Schedule. 0 End of Comments ?9tV?A,4W1A1 ENGINEERING GROUPJNC. Mechanical I Electrical I Plumbing DATE: April 25, 2019 TO: Dickinson Cameron ATTENTION:, Umit Ciftci FROM: CR0 Engineering PROJECT: Pluck Tenant Improvement - 2525 El Camino Real #218A Delta #4 Revisions Write-Up - Plumbing: Mechanical: Sheet M2.0 Relocated a diffuser above the service counter to match new RCP. Deleted side wall diffuser above the service counter and added ceiling diffuser to match new RCP. Revised Note #11 & #13. Plumbing: Sheet P1.0 Revised verbiage of water heater spec location. Revised water closet [WC-1] specifications in plumbing fixture schedule by switching from flush tank toilets to wall-hung flush valve toilets and included back-to-back horizontal outlet carrier. Sheet P2.0 Revised waste and vent design in Men and Women restrooms due to existing structural conditions. Revised plan notes and sizing as needed. Sheet P3.0 Revised water pipe sizes due to the switch from a flush tank to flush valve system. Revised notes as needed. Revised water sizing calculations. Revised location of water heater/expansion tank/recirculating pump. Revised routing of water piping associated with water heater and general area. Revised water heater note. 18652 Florida St • SuitelOO• Huntington Beach • CA • 92648 Phone: 714-847-7100 • E-mail: info@croeg.com • Fax: 714-841-6000 Sheet P4.0 Revised location of water heater. Revised gas pipe routing. Revised routing of water heater flues. Added water heater flue note. 18652 Florida St • Suite 100• Huntington Beach • CA • 92648 Phone: 714-847-7100 • E-mail: conrad@croeg.com Fax: 714-841-6000 YE ECTOR flOIflEERS Project Number: U2924-001-181 April 23, 2019 Markateck, LLC Attn.: Mark Colloton 312 McHenry St. Las Vegas, NV 89144 REFERENCE: Pluck Restaurant - Tenant Improvement Delta 4 Revisions Dear Mark, Per your request, we have revised the drawings and calculations for the above noted project and clouded and labeled the revisions "Delta 4" on the revised drawings. Please be advised of the following revisions: Sheet Si: The location of the transformer and water heater has changed. Supporting ceiling joists have been modified at the relocated areas. Sheet Si: Minor shifts in wall locations per updated architectural plans are included. Not all of these shifts are clouded on the plans since they are inconsequential to the structural design. Sheet Si: One hood has been removed from the structural plans. Sheet S2: Detail 1 has been revised to reflect an alternate stud size. Sheet S2: Details 5, 10, 13 and 14 have been updated to utilize Unistrut hardware in lieu of field-welded hot- rolled steel members for the bracing of the partition walls. Sheet S2: Detail 16 has been revised with alternate supporting members and connections per request of the contractor. Sheet S2: Detail 18 has been added for ceiling joist attachment to demising wall. The recommendations above are provided based upon our review of calculations and drawings generated from information the client provided. A representative from Vector has not visited the construction site. No observation was made of the structural integrity, materials used or quality of work of any portion of the structure. We hope this meets your needs. If you have any further questions regarding this matter, please call this office at your convenience. Best Regards, VECTOR STRUCTUR ERING, LLC MAY 08 2019 Wells L. Holmes, SE Project Engineer 651 W. Galena Park Blvd, Ste 101 I Draper, UT 84020 1T (801) 990-1775 I F (801) 990-1776/ www.vectorse.com YE ECTOR. nGI STRUCTURAL CALCULATIONS for PLUCK RESTAURANT - TENANT IMPROVEMENT at Carlsbad, CA for MARKATECK, LLC ESSloN. ip (7 }11L s..62o'7/\1 4/23/19 VALID WET SIGNATURE IN RED BY: WELLS L. HOLMES, S.E. PROJECT ENGINEER PROJECT #: U2924-001-181 DATE: August 8, 2018 DATE REVISED: April 22, 2019 DESIGNED BY WLH; CHECKED BY RTA NOTE: The calculations presented in this package are intended for a single use at the location indicated above, for the client listed above. These calculations shall not be reproduced, reused, "card filed", sold to a third party, or altered in any way without the written authorization of Vector Structural Engineering, LLC and Markateck, LLC. 9138 s. State St., Suite 101 I Sandy, UT 84070 / T (801)990-1775 / F (801) 990-1776 I www.vectorse.com VECTOR E fl a I flEERS PROJECT NO.: U2924-001-181 PROJECT: Design Criteria: General: SUBJECT: CRITERIA Code: Structural design is based upon the California Building Code, 2016 Edition (2015 IBC) Risk Category: II Wind Criteria: Not applicable, all work to be performed is in the interior of the building. Exhaust Hoods: Loads as indicated in equipment drawings, prepared by others. Interior Walls & Partitions: Interior walls are subjected to not less than 5 psI horizontal load. Seismic Criteria: Analysis Procedure: ASCE 7-10, Equivalent Lateral Force Procedure Site Class: 0 Seismic Importance Factor, l: 1.0 Mapped Spectral Response Accelerations: S1.114 S1=0.429 SOS = 0.783 S01 = 0.449 Seismic Design Category: D General Notes: The contractor shall verify dimensions, conditions and elevations before starting work. The engineer shall be notified immediately if any discrepancies are found. The typical notes and details shall apply in all cases unless specifically detailed elsewhere. Where no detail is shown, the construction shall be as shown for other similar work and as required by the building code. These calculations are limited to the structural members shown in these calculations only. The contractor shall be responsible for compliance with local construction safety orders. Approval of shop drawings by the architect or structural engineer shall not be construed as accepting this responsibility. All structural framing members shall be adequately shored and braced during erection and until full lateral and vertical support is provided by adjoining members. Page 2 JOB NO. U2924-001-181 DATE 8/1/2018 PROJECT PluckT.I. SUBJECT SHEET OF DESIGNED 'WLH CHECKED UUIURR•I•UU U U IaUUllWUUUUIuIUU1Iu:::H:::: IlIUlUISUNUM W1UF,,,!,,I1llll*Ml•llUUl•lllll IIIIUUIIII•UIUI••SU I •uul I F U u•ulu 991 I U • 11 •• uuuu•u••uu•uu.uumuu•u R..UII11UikWmU.ull0l••uR•..ul,am",I•••u U UI II ::::i:: u•u UI II u•NOISOME-uuu••uumu•uuuu•u•u UUU*IIlUUUUU •• UI U lUll mumu I UIUIIIIUUNUU• :::::n::::: .uuu.....0 ..••..u.u•......•....•um. II I•UU•U U Ill UIUIU ISIIl•IU• uI • I i U I IUUUUUUI IUUUIUNII IllUlUll .UUU • • ' •••Il•l AIJll!I :::::: .u•• # . lull SIll ' ::u:::: I•U ' ::::. UUIUU umIu m•u•uu :::n lUll u.. u..i uw .uui U u. uiLiUUUuluu.usllUuulumllluuuuIlulul IIUHUHH •••u•••u UIUI•UU Ulifli Ull u IUlUU uaiuu•u•u••u•uuuuuuu Ii•IUIUUUlllUUUlIIllUUUI•U•IUII•U uuuuuuuumumu ::::::: U011H 1H1U0H UIIUUIS IUUUUI••UIIIIUUUIIIIIIUIIIIUIIUUU !U! III! UUUUUU UIUIUU••U•UU UUUIIUUUUUUUII!UUUUUUUU!UII•UUUIUIU! IIAuIilIIIHUUUUB. IIIINI•IUIuIIIUIII•IUIUIUUIIIIIUUII•UIIUIUUIUII•UUIUII www.vectorse.com Table Notes 5 pounds per square foot (psf), 7.5 psf, and 10 psf loads have NOT been reduced for strength or deflection checks: full lateral load is applied. Limiting heights are based on properly fastened sheathing on both flanges over the full height of the stud. Limiting heights are based on steel properties only (non-composite). Web crippling check based on 1 inch end bearing. Where limiting heights are followed by "e", web stiffeners are required. Allowable moment is the lesser of Mai and Mad. Stud distortional buckling based on an assumed K = 0. Fy Spacing 5 psf 7.5 psf 10 psf Section (ksi) (in) oc L1120 1/240 1/360 1/120 1/240 1/360 1/120 1/240 1/360 12 90' 7'8' 6'8' 74' 68' 510' 64' 61' 54' 162S125-18 33 16 79' 61? 61' 6'4 61" 54' 56" 56' 410' - 24 64' 6? 54' 92' 52' 48' 46' 46' 43' 12 113' 81? 710' 9'8' 7'IO 610' 84" TI' 63' I62S125-27 33 16 I0'3' 8'2' 71' 8'4' ril 93' 73' 6'5' 58' - 24 -V4 _ TV FT_ 6'lO' 63' 55' - 511' 58' 411' 12 118" 93' 81' 10'? 81' Ti' 81? T4' 65' I62S125-30 33 16 10 7' 815, 74 Fill 74' 6 5' 7' 9' 6' 8' Fir - 24 811'T4' 65' 7'? 65' 57' - 6'4 -10" - 51' 12 12'O' 96' 8'4' 10'6' 84' 73' 96' 77' (77' 162S125-33 33 16 1011' 88' 77' 9'6' 77' 6'?' 83' 6'll, 60' 24 96' 7'?' VT` 7'iO' 6'?' 5' 9' 69' &W 53' 12 I1'& 1(76" 92' 9?" 2' 8 9 3' 81' 83' 83' 74' 250S125-18 33 16 102' 9'?' 8'4 83' T4' T2 72' 68' 24 8'? 83' 74' 69' 69' 6'5' 6 W -10'e 5'10'e 12 IS'?' 174' 1010' 12'S' 10'lO' 95' 110' 9'lO' 8'r 250S125.27 33 16 13'6' 113' 9'lO' 1I'0' 910' 8'T 97' 811' 710' 24 110' 910 87' 9'O' 8'?' 76' 710'7'IV` 610' 12 I6'i' 179' I1'2' 13'?" 112' (79' 1110' I0'2' 810' 250S125.30 33 16 145' 11'?' 10'? 1110' 10'2' 610' 10'3' 92' 8'? - 24 1110' 102' 810' 98' 810' -- 79' 84" - 8'? - TO" 12 16'?' 13'2' 11' 6' 146' 116' 10'? 126' 10'S' 9'2" 250S125-33 33 16 151' 170' 106' 12'8' lOT 9'? 110' 96' 8'4' - 24 128' 1(76'92' 1(74' 9'2 80' 811' 8'4' 73' 12 181' 144' 126' 1510' 126' IV 11" - 14'4 ---5' -- - Will 250S12543 33 16 16'5' 130' 115' 14'4 115' 911. 130' 104' 90' 24 144' il'S' 911' 12'4' 911' 88' 108' 9'O' 711' 12 13'9' 139' 121' 11'3' 113' 1(77' 99' 99' or 350S12518 33 16 1111' 1111, 110' 9'9' 99' 9'T 8'5'e 87s 8'S'e 24 - 99' 9'9' 9'?' 711's 711's 711's 6'll'e - 6' Il'e 611's 12 186' 1(71' 140' 151' 14'O' 12'? 131' 12'9' 11,1' 350S125-27 33 16 1(70' 14'?" 129' 131' 129' I1'1' 1I'4' We 1(71' 24 - - 13'l' 179' - 111' - I018' 10'8' (79' - 93'93' 810' 12 1911' 167' 146' 163' 146' 178' 141' 132' 116' 350S125.30 33 16 173' 160' 132' 141' 132' 11'6' 12'2' 111 11" 165' 24 - 141' 172' 116' il'S' 116' 10'O' 911' - 911, - 91" 12 215' 171' 1411' 176' 1411' 131' 15'? 13'?" Ill 1V 350S125.33 33 16 187' 167' 13'?" 152' 13'?' I1'IO' 132' 12'4' 10'9' 24 - 152' 13'?" ---10' 175' 1110' -- 1(74' - 169' - 10'9 - 12 23'6' 18'8' 163' 206' 162' 143' 185' 1410' 12'll' 350S125.43 33 16 21'4' IF II' 14' 10' Ivy 1410' 1211' 160, ITT 11,9' 24 185' 1410' 1211' 151" 1711" 11'4' 13'O' 11'9' 1(73' 12 251' 1611" 1T5' 2111' 17'S' - 152' I9'll' 1510' 13'10' 350S125.54 50 16 22'10' 1(71' 1(710' 1911' 1510' 1710' 1(71' 144" izr 24 1911' 15'lO'1310' 175' - 1310' - 121' - - 1610' 12'?' - 110' 12 2610' 214' 18'?' 23'5' 187' 163' 21'4 16'il' I4'9' 350S12518 50 16 245" 194' 1611' 21'4' 1611' 149' 1(74" 154' 135' 24 214' 161? 149' 18'?' 149' 1211' 16'il' 13'S' 119' 12 140' 140' 126' 116' III IO'Ill 9'll'e 9111e 9' li's 362s125.I8 33 16 122' 122' 114' 9 We 9' 11'e 9 We 8' re 8' Te 8' 7"e 24 TWO 9111e 9'lI'e - 8'I's 81's - 8'?e -- 7'O'e TO's 7'O'e 12 1810' 166' 145' iS'S' 14'S' 12'?' 134' 131" ill 51 362S125-27 33 16 164' 151O' 131' 134' 131' Ill ii'?' 117 10'S' 24 134' 171' 11'5' 1(711, 1011' - 1010' - (75' 9'5' (71' 12 - 20' 3' 170' 14' 10' 16'?' 14' 10' , 13' 0' 144' IT 6' 11'lO' 362S125-30 33 16 I?'?' IS'S' 136' 14'4 13'6' 1110' 12'S' 173' We 24 14'4'_13'S' 1I'lO' 11'S" 118' - 10'4' 10'2' - -- 10'2' 74 12 2111' 17'?' 164' 1710' 1514' 135' 156' 14'O' 122' 362S125.33 33 16 1811' 160' 14'0' 156' 140" 12'2' 13'S' 12'8' 11'1' 24 156' 140' QEd 128' 122' 10'a' 1011" 1(711' - 98' 12 242' 192' 1(79' 211' 169' 148" 1810' 153'13!4* 362S125.43 33 16 2111' 175' 1513' 1610' 1513' 134' 164' 1310' 121' 24 18'lO' 15'3' 134' 1(74' 134' 11'?' 134' 12'? 10'?' 12 2(710' 2(76' 1711" 22'?" 1711' 158' 206' 163' I4'Z' 362S125-54 50 16 23'S' 18'?' 163' 20'S' 163" 142' 18'?' 149' 1711' 24 20'6' 163' 142' 1711' 142" 125' 16'3' 1211' 11'3 12 271' 21* 11' 192' 24'1' 192' 169" 2111' ITS' 1(72' 362S125.68 50 16 25'? 1(711' 175' 2111' ITS' 15'2' 19111' 1(710' 13'lO' 24 2111' 175' 15'? 19'2' 15'2' 13'3' ITS, 1310' 121' Web-height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. web stiffeners required at ends. © 2011 by the Steel Stud Manufacturers Association • Fy Spacing 5 psi 7.5 psf 10 psi Section • (ksc) (in) oc 1/120 11240 11360 11120 11240 11360 11120 1/240 1/360 12 14'9'e 14'9"e 13'6'e 17l'e 12'l'e 11'9'e 10'5"e 10'5"e 10'5"e 400S125-18' 33 16 12'ire 12lO'e 12'3'e 10'5"e 10'S"e 10'5"e 9'i's 9' ?e 91 V - 24 IW518 10'5'e 10'5'e 8'6"e 8'S'e 8'G"e 7'S'e 7'T's 7'S"e 12 191? 1710' 15'?' 103" 15'?' 13"?" 141' 14? 174" 4005125-27 33 16 173' 102" 142" 14? 14? 12'4" 122' 12'2' 113" 24 14l, 14l, 12'4' 1116' Il'S" 1019' Will 911" 910" - 12 21'S' 15'S" 16? 176" 16? 140" 152" 14'?" 179' 400S125-30 33 16 18'6' 168" 16"?' 152' 14'?' 12'9' 13? 131, I1'7" 24 iS'S' 147" 179' 174' 174' 112' 10'8" 10'8" 10'l" 12 237 19'O" 16'r IV II* 16'?' 146" INC IS'I" 13'2" 400S125-33 33 16 20'0" 173" 15'? 104' 15'? 132' 142' 139" 12'O" - 24 164" 161" 132' 134" 13'2' 116" 11'?" 11'?' 106" 12 261" 209" 181" 2710" 181" 1510" 19'Ill 165" 14'4" 400S125.43 33 16 23 9" 18' 10" Iry IF II" 16 5' WC 173" 14'11' 131' - 24 19'11" 1615' 14'4' 163' I4'4" 12'?" 14'? 131" Il'S" 12 27'11" 222" 194" 24'5' 19'4' I6'il" 222' iT?" INC 400S125-54 50 16 254" 292" 17'?' 222' 177' INC 20'2' 166" 13'11' - 24 ?2'2" 17'?" INC 194' INC 135" 17'?' 1311" 12"2' 12 2910' 23'8" 20'8' 26'l' 20'8' 181" 238" 1810" 165" 400512568 50 16 272" 21'6' 1910" 238" 1810" 195' 21'S" 171' 14'ill 24 23'8" IF 10' 16'5" 208' 165' 144" 18' 10' 14'Ill 130' 12 24'10'e 24'4"e 21"3'e 20'4"e 20'4"e 18'7'e 17'7"e 17'7'e 16"10'e 600S125-27' 33 16 21'S'e 21'6"e 174"e 17'7'e 17'7"e 16'lO"e 15'3'e 15'3'e 163"e 24 17'7'e 177'e 14'4'e 14'4"e 14'4"e 12'S"e 12'5"e 12"5"e 12 2610' 252' 22'O 2111" 2111" 193' 1811' 1811" 6005125-30 33 16 233' 22"11' 290' 1811" 1811' irS' 16'S' 16'S' IS'lO' 24 18' II" if 11" 176" 156' 15'S' Ivy 13' S"e 13' 5"e 13' 5"e 12 26'2' 22'10" 238" 22"10' 1911' 20'S" 20'S' 191" 600S125-33 33 16 252' 239' 20'9' 206" 20'S' 181' 179" 179" 16'S' - 24 206' 206" 18'I" 169' 169' 15'lO' 146" 14'S' W51- 12 356' 287 251" 290" 251" 2111' 251" 2710' 1911' 600S125.43 33 16 309' 201' 2710" 251' 22'10' 1911' 219' 209' 18'l' 24 2210' 19'Ill - 20'6' Will 17'S" 179" 179' 1910' 12 389' 399" 2610' 3310' 26'lO" 236' 30'9" 24'S' 214' 600S125.54 50 16 353' 2711" 24'S" 309" 24'5' 214' 2711" 222' 195" 24 309" 245" 214' 2010' 214' 188" 241" 1915" 1611" 12 41'?" 33' 0' 28' 10' we 28' 10" 252" 330' 26' 2" 2210" 600S12568 50 16 379" 300" 26' 2" 330" 26' 2'" 2210' 300" 239' 20' 9" 24 330' 202" 2210" 2010" 2210" 200' 262' 209" 192' 12 4011" 361" 31'6' 335" 31'S" 27'S" 2811" 28'8' 290" 800S125-43 33 16 355" 379" 28'8' 2911' 28'8' 250" 251" 251' 229" 24 28' 11' 28' 8' 25' 0' 238" 23' 8' 21,10' 20'S" 20'S' 1010" 12 4810" 389' 33'lO" 428" 33'lO" 297' 389" 309' 2610' 800S12554 50 15 444" 35' 2" 30' 9' 38' 9' 30' 9" 26 10" 341" 2711" 24'S' - 24 NV 30' 9" 26' 10' 321" 26' 10" 23'S' 27' !0" 24'S' 21',r 12 5210" 41'11' 36'8' 402' 36'8" 320' 4111" 334' 291" 800S12568 50 16 480" 381" 33'4' 41* 11" 334' 291" 381" 303' 26'S" 24 4111" 334" 29'l" 308' 291' 25'S' 333" 26'S' 23-1- I Web-height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. web stiffeners required at ends. See Table Notes on page 14. @2011 by the Steel Stud Manufacturers Association Page 5 ECTOR EflSIflEE RS JOB NO. U2924-001-181 DATE 8/2/2018 PROJECT Pluck T.I. SUBJECT SHEET OF DESIGNED WLH CHECKED ••u*uuuuu.Uuuu••uuu•muuuumuiuuuuuu•uuuauuuuurnu.uuuu : urn mm - U • - -, • - . - urn. - -- -- - •••u• mmiii -- - • ma i uim.iui.iiuuimiiii.s uuuu..u.a..mu.ui..rna.m uuuumu•mamuurn..mi.muuuu mauuuamaamumuauuauau .uu mu. ••U••u••••ua••••••••u•••u•u .••.• a a...... . u....••• •••••••• um.aauaumuu .hL.... a. .• am u.u•...um....rnaua.a.a.u.maummu.ua u.••• - . '.. ' EEIi•ikii::::::::::o:h:: ::::: -" - ' • E2Zi......u......a.a..u... . mu uu mu uuumuua.ma.uuuuuuuuuuuuuuuuuuuuurn U.... • ii - . . rtrtia..a. ua...a.mu...0 mm. uuuuul.uuulumuallm.uuuaumuuuuuu. uluma uuumu iru•ui..uuau....um... i1iiIIIiI:HHi:::::::n:::: m .........ma.. uma•uuumuum mu.. mu.... I...... ••uullmuurnauumu•uuuuuuuu•miumu uu••a.ua. uuu•uuum•ium ....•.m.....u•. ..•.ua....ua...u. uurnmauu . ..•u.u.a. i.ua.i.....i......m.u...ui....u.imuu.u.uma IIIH HIHhIIIIH!Hi!H Ia. mum ma.. www.vectorse.com 15 psf DeadIILoad Tand TIfr4.1psf Live Load T L1360 Live Load Deflection 1.1480 Live Load Deflection Section Fy (ksl) Single Span Spacing (in) on center Double Span Spacing (in) on center Single Span Spacing (in) on center Double Span Spacing (in) on center 12 16 24 12 16 24 12 16 24 12 16 24 600S162-33 33 6'9"e 5'10"e 4'7"e 5'9"e 4'8"e 3'4"e 6'9"e 5'10"e 4'7"e 5'9"e 4'8"e 3'4"e 600S200-33 33 7' 2"e 8'4"e 6' 2"e 7'2"e 4 7"e 5'10"e 5' We 8'i'e 4'9"e 6'9"e 3' 4"e 5'2"e 7' 2"e 44'e 6'2"e 7'2"e 4'7 "e 5- We 5' 11"e 8' ---6'9e5'2"e 4'9"e 3 4"e 600S162-43 33 600S200-43 33 8'7"e 7'5"e 6' 1"e 8'2"e 6' 10"e 5'3"e 8' 7"e 7'5"e 6'1"e 8'2"e 6' We 53"e 600S250-43 33 8'9"e 7' 7"e 6' 3"e 8'4"e 11'l" 7' 0"e 95" 5' 4"e 74" 8' 9"e 91" 7'7"e 8'3" 6'3"e 7'3"e 8'4"e 102" 7'0'e 93" 5'4"e 74" 600S162-54 50 100" 9.1.7'lO"e 600S200-54 50 106' 9'7" 8'1"e 112" 95" 7'4" 97" 8'8" 7'7"e 10'9" 95" 74' 600S250-54 50 .11' 0" 109' 10'0"e 9'9" 8'3'9 8'6" 115" 120" 918" 1011" 76" 8'll" 1010" 99" Will 810" 7' We 79" 11' 3" 10'll" 98" 9'll" 7' 6" 88" 600S162-68 50 600S200-68 50 113" 10'3" 811" 128" 11'6" 93" 10'3" 94" 82" 11'6" 10'5" 92' 600S250-68 50 11'10" 1O'9" 95" 13'3" 115" 91" 109" 1010" 9'9" 910" 121" 121" 10'11" 11'O' Will 97" 600S162-97 50 11'11" 1010" 915" 134" 121" 107" 600S200-97 50 126" 11'4" 911" 14'l" 12'9" 11'2" 11'4" 104' 90" 12'9" 11'7" 10'2" 600S250-97 50 13'2" 1111" 1015" 149" 13'5 119" 11,11" 10'10" 96' 13'5" 12'2" 108" 600S162-118 50 12,7' 1 F5' 100" 14' 1' 12'10' 112" 115" 10'4" 911. 12'10" 118" 102" 600S200418 50 13'3' 120' 1016" 14! 10' 13'6" 1110' 120' 10'll" 97" 13'6' 123" 10'9" 600S250-118 50 1311" 128" 111" 158" 14'2 12'S" 128" 11'6" 1010" 142" 12'11" 11'3" 800S162-33 33 6'9"e 5'1"e 3'5"e 5'0"e 3'll'e 2'8"e 6'9"e 51 V 3'5"e 5'0"e 3'll"e 2'8"e 800S200-33 33 6'9"e 9'4'e 5'l"e 811"e 3'5"e 6're — 5'1"e 8'4"e 3'll"e 6- 10e 2'8"e 5'l"e 6'9"e 5'l"e 3'5"e 5'l"e 8'4'e 3'll"e 6'10"e5'1'e 2'8"e 800S162-43 33 9'4"e 8'l"e 6'7"e 800S200-43 33 10' 0"e 8'8'e 7'1"e 9' We 7'4e 5'4'9 10'0"e 8' 8"e 7'1"e 9' 0"e 7'4"e 5'4"e 800S250-43 33 10'3'e 12' 6"e 8'11'e 10' 10"e 7'3"e 8' 10"e 9'0"e 12' 3" 7'4"e 104" 5'4"e 8' 1" 10'3'e 8'll"e 7'3"e 9'0"e 12' 3" 7'4'e 10'4" 5'4"e 8.1. 800S162-54 50 115' 10' 4'e 8' 10"e 800S200-54 50 13'2"e 11'7"e 9'5"e 134" 112" 8'7"e 120" 10'll'e 9'5"e 134" 112" 8'7"e 800S250-54 50 13'8"e 11'lO"e 9'8"e 135' 11'3" 8'8"e 126'e 11'4"e 9'8"e 13'S" 113' 8'8"e 800S162-68 50 13'6" 124" 10'4"e 148" 128' 101" 124' 112' 9'9"e 1310" 127" 10'l" 800S200-68 50 142" 12'11' 11'3"e 15'ill 140" 11'3" 1211" 118" 10'3"e 14'5" 13'2" 11'3" 800S250-68 50 14'10" 150" 135" 13'8" 11'4"e ill ill 160" 16'll" 13'lO" 154" 110" 12'8 13'S" 123" 10'8"e 151" 139" 11'O" 800S162-97 50 138' - 12'5" 10'10" - 15'4" 13'll" 12'2" - 800S200-97 50 159" 14'4" 12'6" 17'8" 161" Will 144" 130" 11'4" 161" 147" 12'9" 800S250-97 50 166" 15'11' 150' 14'5" 131" 127' 18'6" 17'lO" 1610" 163" 14'8" 14'2 150" 14'5" 137" 132" 1111" 11'6" 1610' 16'3" 153" 149" 13'4' 1211" 800S162-118 50 800S200418 50 16'8" 152" 13'3" 18'9" 17'0" 1411" 15'2 139' 12'0" 170" 156" 13'6" 800S250-118 50 176" 15'10" 1310' 1917" 17'lO 15'7" 1510" 145' 127" 1710" 16'2' 142" 1000S162-43 33 10'4"e 8'11"e 6'0"e 8'1"e 6'5"e 4'6"e 10'4"e 8'1l"e 6'0"e 81 V 6'5"e 4'6"e 1000S200-43 33 11'2"e 8'11"e 6'0"e 8'3"e 6'6"e 4'7"e 11'2"e B* We 6'0"e 8'3"e 6'6"e 4'7"e 1000S250-43 33 11'6"e 8'11"e 6'O"e 8'5"e 1210" 6'7"e 10'7" 4'7"e 711" 11'6"e 13'7"9 8'11"e IT 0"e 6'0"e 9' 10"e 8'5"e 6'7"e 4'7"e 1000S162-54 50 13' 10"e IT We 9' 10"e 12-10- 10'7" 711" 1000S200-54 50 14'11"e 12'1l"e 10'6"e 13'3" 10'10" 8'0"e 14'2"e 12'10"e 10'6"e 133" 1010' 8* We 1000S250-54 50 15'4"e 13'3"e 10' We 13'8" 11'2' 8'2"e 14'11'e 13'3"e 10'10"e 138" 16'5" 11'2" 142" - 8'2"e 112" -- 1000S162-68 50 162" 14'2"e 11'7"e 16'S" 142" 11'2" 14'9" 13'S" 11'7e 1000S200-68 50 1611" 15'2"e 12'5"e 17'6" 11V 10" 11'8" 155" 14'0"e 12'2"e 173" 14'10" 118" 1000S250-68 50 178" 15'7"e 12'9'e 18'0" 157" 12'4"e 16'l" 14'7"e 12'9"e 180" 15'7" 12'4'e 18' 1" 16'5" 14' 4" 20'4" 18'2" 149" 1000S162-97 50 16'5* 1411" Will 18'6* 16'9" Wall 1000S200-97 50 1811" 172" 150" 21'3" 19'3" 15'8' 17'2" 15'7" 13'8" 19'3" 17'6" 15'4" 1000S250-97 50 1918" 1711' 158" 221" 20'1' 1611" 711' 163" 142" 201' 183" 15'1l" 1000S162418 50 192" 17'S" 153" 216" 19'7' 16'7' 175" 1510' 13'lO" 197' 179' 156" 1000S200-118 50 201" 183" 15' 11' 22'6" 20'5" 17'8" 183" 16'7" 145" 20'S" 18'7 16'3" 1000S250-118 50 20'11" 190" 167" 23'5" 214" 18'7" 190" 73" 15'1" 214" 19'4" 1611" "e" web stiffeners required at ends. Web stiffeners required at interior suppoits for double span conditions. See Table Notes on page 42. Allowable Cei l in g lIb'is 4 psf 6 psf 13 psf * Lateral Support of Compression Flange Lateral Support of Compression Flange Lateral Support of Compression Flange Fy Section Unsupported Midspan Unsupported Midspan Unsupported Midspan (k) Joist Spacing (in) o.c. Joist Spacing (in) o.c. Joist Spacing (in) o.c. Joist Spacing (in) o.c. Joist Spacing (in) o.c. Joist Spacing (in) o.c. 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 162S125-18 33 7'3• 6'?' S'iO' 86' - 78" 6'?' 6'5 510' 51' 74" 6'?' 5'9' SO' 45' 3'9• 5'?" 4'1O' 311' 162S125-27 33 8'?' 7' 11' 71' 98' 810' 28' 78' 71' 63' 86' 78' 88' 61' 56" 49" 6'6' 511' 52' 162S125-30 33 9'0 8'3 74 IV ol Will i'll 80" 74 67 89 r IV 9 IV 65 510' 50' 09' 6'l 54 162S125-33 33 06' 88' 78' 104" 9'S' 8'2"814' --8" 6W 9'O' 8'? 7'? 60" Vi- We -4• -- 5'6' 162S137-27 33 91 IV 92' 80' 10,1' 92' - 80" 810' 80' 70' -- 8'1O - 80' 70' 6W 02' 55' 610' 6'2' 55' 162S13730 33 104 96 83 105 96 83 91 83 73 91 83" 73 70 65 57' TO 65 57 162S137-33 33 109' 919' 87' 109' 99' 7' 915'I 7' 7'S' 9'5" 8'?' 7'S" 6'?' ST -7'3• 6'?' 59' 250S125-18 - 33 8'5 T9• 6'W wr tO'S' 91' 76' 61? -- 62' 101' 91' 718' 60' 56' 410'. 75' 6'3'e 52. 250S125-27 33 9'8 8'll 8'O 13'S 12'2 10'7 88 80 72 118 107 93 7'O 66 59 - 9'Q 82' 610' 250S125-30 33 101 93 83 1310 12'7 I0'll 90 83 75 I2'l 1011 97' 73 68 60 94 85 73 250S125-33 33 106" 98 8'?' 143 130 11'4* 94 87' 78 12'6 114 9'll 76 011 62' 9 r 89' 77 250S125-43 33 119' 10'lO' 9'?' 15'6' 14'i' 12'4' I0'5 - 97' 86' 137" 12'4' 10'9' 8'4 78' 6'lO' 10'6' 9,6' - 84' 250613727 33 11 0' 10'2' 92' 140 12'S' Ill 910 92' 82' 12'3 III 9'9 80 7'S 68 96 87' 76 250S137-30 33 lily 10'S 95 145 132 lily 10'2' 95 85 128 lily 100 83 78 6 10 99 8 10 79 250613733 33 1110" 10' II 9 9 14 ii ITT' 1110 10'?' _9' 9 8 9' 13 1 1110 10 4 8 7' i'll 71 10' 1 917 - 8 0" 250S137-43 33 133' 12'2' 1010' 16'3' 14'9' - 1211' 119' 10'' 9'?' —142' 1211' 11.3' 9'S" 88' - - 79' 10W 91 IV 88' 250616233 33 136 12'S 11'r 198 143 12'S 12'l 11'r 100 138 12'S 1010 910 91 81 107 - 97' 85 250S162-43 33 15'O" 139' 12'3' 171' 15'S' 13'6' 134' 12'3' 1011' 1411' 136' 1110' 109' 9111' 810' 116' 105' 92" 350S125-I8 33 9'? 86' 76' 126' 115' 91? 8'? 76' -- 6'8' 11,0" 9W - 85'. 66' S'll'e - 5'--e 7'?". 6' 0'. 3506125-2733 - 107' 99' 8'S' 1411' 129' 12'3"9'5" 89" 79' 124" 123' 10'7' 77' '! 6'4" 10'4" 9'3' 29' 350S125-30 33 1911" 101' 90' IS'S' 14'? 126" 99' -- 90' 81' 13'9' 129' 112' 711' 73' 6'S'lO' 11' 99'8'3' 350S125-33 33 114' 105' 94' 15'O' 14' 9' 13'? 101' 94' 84" 143' 132' 119' 82' —7' 69' 115" lOT - 810' 3505125.43 33 12'?' 117' 104" 127' 163' 146" 112' - 104' 9'?' IS'! 146' 1211" 90" 8'? 75" 12"?' 116" 101' 350S137-27 33 Ill IV 110" 911' ITO' iS'S' 14'? 108" 91 Ill - 811" IS'3' 14'l' 12'4' 8'8' 8'? 73" 1111' 10'?' -1?e 350S137-30 33 124" 11'S' 103' 177' 163' 14'?' 110' 10'3' 9'?" 159' 14'?' 1210' 9'O' 84" 76' 126' - 113' 96' 350S137-33 33 12'S' 1110' 107' 182" 169' 151' 115' 10'-96' 163' 151' 134' 9'3' 8'?' 28' 130' 11'S' 100' 3505137.43 33 142' 130" - 11'?' 1910' 184' iS'S' 12'?' 11'?' - 10'4' 179' 16'S" 14'?' 10'? 94" 12'il' 113' 350S162-33 33 146' 13'S' 121' 293' 185' - -161' 13'O' 121' !0'iO" 179' 161' 141' 10'?' 910' 8'lO' 138' 12'S" 1010' 350S162-43 33 160' 149' 132' 221' 20'O' 176' 143' 132' 119' 193' 176" 153' 116' 10'8' 9'?' 1411' 136' 1119' 362S125-18 33 9,3" 8'?' 7'?' 12'B' Ii'?' 100' 84' _7'7" 6' 9' 111' 100" 8'6', 6'7 6'O'e _5'4"e 8'3'e 7'4'e 6'i'e 362S125-27 33 108 910 810 190 1311 124 96 810" - 7'lO 135 12'4 109" 78" 71 S'S 105 9,4 i'll 362S125-30 33 11'O' 102" 91' 156' 144' 1210' 916" 91' 82" 1311' 1210' 114" 80" 74' 67' 11,0' 9'11' - 8'S'_ 362S125-33 33 II' S' 107" 9'S' 162' 1410' 133' 10'? 95' 85' 14'S' 133' 1110' 83' 78' 610' -TO• 11'?' 106" - 90' 362S125-43 33 12'8" 118' 1015' 179' iS'S' 148' 113' 1015' 93' 1510' 148' 130' 91" 84' 26' 129' - lig' 102' 362S137-27 33 120' 11'2' 100' 172" 1S'lI' 143' 1010' 10'O' 90' 155' 143' 12'6' 89' 82' 74' 121" 10'9" 9'l"e 362S137-30 33 - 125' 116' 10'4' 178' 16'5' 148' 112" 10'4' 93' 1510' 148' 130' 91' 8'S' 7'S' 12'8' 11'S' 98' 362S137 33 33 1211 1111 108 lee 1611 15-2- Illy 10 8 07- 15 5 15 2 13 6' 94 8 8 79 IT Z' liii IV 2' 362S137-43 33 143" 13'? 118' 290' 186' 167' 12'B' - 118' 10'S' 1711' 167' 149' 10'? 9'S" - 86' - 14'S' 132' il'S' 362S162-33 33 148' 13'?' 122' 2010' 1811' iS'S' 132' 12'? 10'Il' 18'?' 166' 14'S' 19,8' 911' '11' 141' - 129' 11'2' 362S162-43 33 16'? 1411" 134' 228' 20'?' 180' 14'S' 124' 11'll' 1910' 180' 199' 118' 109" 98' 154' 1311' 122' 400S125-18 33 9'S'. 89" - 7'lO'e 130', 11'il', IO'5'e 8'6"e 7'lO'e 6'll'a 11618 10'S', 811'. 6'9"e &2'. 5'S'. 87', 7'8"e _6'S' 400S125-27 33 1011' 101' 91' 15'S' 143' 129' 9'S' 91' 81' 1310' 129' 112' 711' 74' 67' I0'lO 99' 400S125-30 33 II 4 10'S" 94 100" 149 13? 10 1 94 84 143 13? 11 9" 8? Ti' 09 11 5 104 89' 400S125-33 33 119' 1010' 98' 16'?' 15'3' 13'r 106' -- 98' -- 8'8' 14'S' 13'8' 12'? 8' 6' 710' - TO' ---142' 11'11' iO'il' 9' 4' 400S125-43 33 130" 120' 108' 183' 1610' 150' 11'?' 108' WS' 163' 150' 135' 94" 8'?' 78' 13'l' 0' 10'?" 400S137-27 33 124' II'S' 10'3' iT?' 164' 14'8' li'l' 103" 9'2' !S'iO' 14'6' 120' 90' 84' 76' 12'?' - 113' 96'. 4005137-30 33 129' 1110" 10'?' 18'2' 1S'iO' 151' il'S" 107' 9'S' 16' 4' 15'? - 13'S' 93' 8'?' - T9 13'l' 11'lO' I0'l' 4006137-33 33 13'3' 123' 10, IV 189' 174' 15' ill 10" 1011' 9'lO' 1510' 15'?' - 13'Ii' 9'?' - 8'ii' 80' 13'?' 124' - 108' 4006137-43 33 147' 126' 120' 20'?' I9' O' ITO' 170' 120' 109' 184" 170' 1512' 106' ST 88' - 1410' 127'11W 4006162-33 33 150' 1311' 126' 21'S' 1910" 179' 13'6' 126' 112' 19'3' 179' 15'7' 10'ii' 10'2" SI" - 15'2' 13' 9_1!'9' 400S162-43 33 16'?' 153' - 138' 234' 21'?' 19'4 149' - 13'8' - 12'2' 20' 11' 19'4' 1611' 1111' 11'0' 911' 16'S' 190' 131' 6o0S125-27 33 12'S', 11'6'e 104', 1711'. 16'S". 14'9'e 11'?. 10'4"e - 94'. 16'S'. 14'9'e 13'?. 9'2'e 8'S'. Ti', I2'il'e 1110'9 104'. 600S125-30 33 129' 1110' 108' 185' 121' iS'3' 116' 108" 9'r 167' 153' 13'8' 9'S' 89' 710' 1!4' 124' 10'li' 600S125-33 33 132' 123' 11'O' 1811' 177" 1510' 11'iO' 110' 910' 170' 1510' 14'? 98' 611' 8'!' 1310" 12'S' - 115' 600S125-43 33 146 1314 1111 20'S 190 170 1211 1111 108 184 ITO' 153 105" 98 88 150 1311 126 600S137-27 33 14'U's 13'O', IV9', 20,2', 18'8'e I6'9'e 12'?'. 11'S'e 10'S'. 18'!', 16'9'e - iS'O'e 1Q'4'e 9'7'e 8'7'e 14' 8'e 13'?', 1110' 600S137-30 33 14'S' - 134' - 120' 20'lO' 19'3' 173' 130' 120' 1010' 188' 173' iS'S' 10'?' 910' 810" 15'? 140' 125', 600S137-33 33 14'11' 129' 12'S' 21'S' 1910' 1710' 134' 12'S" ii'? 193' 1710' 160' 10,11' 10'2 92' 15'S' 146' 1211' 600S137-43 33 10,3' 150' 13'S' 23'l' 21'S' IS'? 14'S' 13'S' 120' 209' 103' - 174' 119' 1011" 9'iO' IS'll' - 15'S" 142' 600S162 33 33 1611 1S'8 141 245 278 205" C15'? 14 r 'l2'8 220' 20'S 185 12'S" 11 7 195 180 168 14 9e 600S162-43 33 18'S' 170' 153' 264' 24'4' 2111' 238' 2111' 199' 135' 12'S' 11'2' 194' 1711' 160" 166' IS'3" 138' Loads that exceed the 10 psf limit for non-structural members require the use of structural material with G-60 or similar coating. *e* web stiffeners required at ends, See Table Notes and figures on page 51, © 2011 by the Steel Stud Manufacturers Association y-y z-z Cm .6 .85 Lb 3.25 ft 12.75 ft KL/r 68.354 67.46 L Comp Flange 3.25 ft L-torque 12.75 ft A (D6.1.1) Not Used Fy 50ks1 PnIc 1.668 k Tn/ca 16.647 k Mny/n .17k-ft Mnz,t .746 k-ft Vny/.Q 2.822 k Vnz/n 2.848k Cb 1 A eff. (Fy) .351 in A2 A eff. (Fn) .543 jnA2 lyeff. .18 W4 Sy eff. (L) .436 jA3 Sy eff .(R) .149 W3 lz eff. 2.86 jA4 Sz eff. (T) .953 in A3 Sz eff. (B) .953 jA3 Beam: Ml Shape: 600S162-54 Material: A653 SS Gr50/1 Length: 12.75 ft I Joint: Ni J Joint: N2 LC 1: Total Load Code Check: 0.436 (bending) Report Based On 97 Sections .025 at 0 ft A k .001 at 8.234 ft Dy in -.026 at 3.32 ft .22 at 7.437 ft Vy k -.259 at 7.305 ft e8 Dz in Vz k .321 at 7.437 ft T k-ft Mz ppp1A1iuup k-ft My k-ft -.266 at 2.922 ft .046 at 0 ft fa ksi 4.038 at 7.437 ft ft ksi fc AAksi Ir -4.038 at 7.437 ft AISI 5100-12: ASD Code Check Max Bending Check 0.436 Max Shear Check 0.092 (y) Max Defi Ratio L/3421 Location 7.438 ft Location 7.305 ft Location 3.32 ft Equation C5.21-3 Span 1 Gov.ø Equation C3.1.2 dECTDR EnGInE ER B Job No. U2924-001-181 Date: 8/1/18 Project: Pluck Ti. Page 9 Designed: WLH Checked: KGS SeismiNrcor SD6r'ASCiE -VOWTce 7410,Se _______ on' 1' .3: i+t I 7T if F 17flil-fl- Sn DS TI t+O 'TT-Ti ight :T i jW:55O f(lbs) U. Hoothtobe. braced 4fF Hoodieightt to 1 stud t w 7-rPEHd41-TE I çp -' 1I4±4, 1 tTj i. r tj j 1 1: n-I :t r ±ij4 adjacent t 1 I' Ltf 1:j 1 f4fl1f{: flftit I N6[44.Nu1.aL CoiicertratedJoaas asLcn id&d ::ftt4H4 ftft4±riTflLTTt 4Wt1 .) k . j I I i.('lbs/hangeriod) 1 fWtT4d44ULLFffl tWftffl444htI44Ii' tiTTT ttL :t± rnPaiLedLonexisU AA D dhangftoIsLJ f 1- - 4 -1/2Ldia. L rL c :r rQfroolL4Li44If Ii rodsokayIbyL j H: -ff 41 - z _ 1 f1 FT1I 1 1 1fl i III ii 1 I T I EH1W jTj LI ` 9-i I - I I I 1i I Created with PTC Mathcad Express. See www.mathcad.com for more information. pi Page 11 Company : VECTOR STRUCTURAL ENGINEERING Aug 2, 2018 ODD : WLH 11:02 AM MOSA JDesigner ob Number : U2924-001-181 Checked By:_____ ANEMETSCHEI< COMPANY Model Name : Pluck T.I. (Global) Model Settings Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Increase Nailing Capacity.for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (in "2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration (ftlsec"2) 32.2 Wall Mesh Size (in) 24 Eigensolution Convergence Tol. ME-) 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 14th(360-10): ASD Adjust Stiffness? Yes(Iterative) RlSAConnection Code AISC 14th(360-10): ASD Cold Formed Steel Code - AISI S100-16: ASD Wood Code AWC NDS-15: ASD Wood Temperature <100F Concrete Code ACI 318-14 Masonry Code TMS 402-16: ASD Aluminum Code AA ADM 1-15: ASD - Building AISC 14th(360-10): ASD Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method Exact Integration Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Mm % Steel for Column 1 Max % Steel for Column 8 RISA-313 Version 16.0.5 [NA ... \...\... ENG\Hood Studs.r3d] Page 1 Page 12 Company : VECTOR STRUCTURAL ENGINEERING Aug 2, 2018 I R I SA Designer : WLH 11:02 AM Job Number : U2924-001-181 Checked By:_____ ANEMETSCKEK COMPANY Model Name : Pluck T.I. (Global) Model Settings, Continued Seismic Code ASCE 7-10 Seismic Base Elevation (ft) Not Entered Add Base Weight? Yes CtX .02 CtZ .02 T X (sec) Not Entered T Z (sec) Not Entered R 3 R 3 Ct Exp. X .75 Ct Exp. Z .75 Dl 1 DS 1 1 1 TL (sec) 5 Risk Cat I or II Drift Cat Other OmZ 1 OmX 1 CdZ 4 CdX 4 Rho 1 Rho 1 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A[in2] lyy [in4J lzz [in4] J [in4j I 1 I Hood Stud 1800S162-541 Column I None IA653 SS Gr ... I Typical I .67 I .195 I 5.74 I .000715 I Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules I 1 I Mi I Ni I N2 I I I Hood Stud IColumnI None 1A653 SS ... I Typical Member Point Loads (BLC 3: Seismic) Member Label Direction Magnitude[k.k-ft] Locationft.%1 I 1 I Ml I X I .105 I 10 Member Distributed Loads (BLC 1 : Dead) Member Label Direction StartMagnitude[klft.F.ksfi End Magnitude[k/ft.F.ksfStart Location[ft.%] End Location[ft.%J Iii Ml I Y I -.025 I -.025 I 0 0 Member Distributed Loads (BLC 2: Live) Member Label Direction StattMagnitude[k/ft.F.ksfj End Magnitude[klft.F.ksf] Start Location[ft.%] End Location[ft.% I 1 I Ml I X I .007 I .007 I 0 I 0 Basic Load Cases 151 1' N...4:.... e.. V V 7 Lnin+ Dn,n+ fliet.4h,itrl Ar1M ---=-- RISA-3D Version 16.0.5 [N:\. ..\. ..\.. .\ENG\Hood Studs.r3d] Page 2 Page 13 - Company : VECTOR STRUCTURAL ENGINEERING Aug 2, 2018 I RISA Designer : WLH 11:02 AM Job Number : U2924-001-181 Checked By:_____ ANEMETSCHEK COMPANY Model Name : Pluck T.I. Load Combinations Joint Reactions I .Inint I qhpl I rkl V Iki 7 rkl MI rk-ftl MV Fk-ftl M7 rk-ftl _L. 1 Ni -.084 .657 . 1 N2 -.084 0 0 0 0 0 3 1 Totals: -.168 .657 0 .....4_. 1 COG (ft): X: 0 Y: 12 Z: 0 Member Section Forces I ( Momhor I ohal ov' AviIFk1 u Qhawriel , hrk1 T,,rn,.ø1kft1 ui MnmøntFk4tl , Mnmnffkft1 ...L 1 Mi 1 .657 .084 o 0 - -- 0 - 0 2 .493 .042 0 0 0 -.378 3 .329 0 0 0 0 -.504 4 4 .164 -.042 0 0 0 -.378 5 0 -.084 0 0 0 0 Member AISI S100-16: ASD Cold Formed Steel Code Checks LC Member Shape UC Max Loc[ft] Shear U... Loc[ft] Dir Pn/Om[klTn/Om[kl MnyylO... Mnzz/O ... Vny/... Vnz/... Cb Egn I 1 Ii I 'M1 I800S162-541 .777 I 1 I .038 1 0 lyl .851 120.06 I .38 12.192 12.2313.0381 1 IH1.2-1 I RISA-3D Version 16.0.5 [NA ... \ ... \ ... \ENG\Hood Studs.r3d] Page 3 1 (City of Carlsbad NONRESIDENTIAL GREEN BUILDING CODE STANDARDS MANDATORY MEASURES CERTIFICATION CHECKLIST B-52 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov LThiIform, signed and completed, and all receipts for the recycled materials shall b Tsubmitted to the Building Inspector prior to Final Inspection. Site Development Mandatory 5.106.1 Storm water pollution prevention plan. For projects of one acre or less, develop a Storm Water Pollution Prevention Plan (SWPPP) that has been designed specific to its site, conforming to (X) the State Storm water NPDES Construction Permit or local ordinance, whichever is stricter, as is required for projects over one acre. The plan should cover prevention of soil loss by storm water run-off and/or wind erosion, of sedimentation and/or of dust/particulate matter air pollution. 5.106.4 Bicycle parking and changing rooms. Comply with Sections 5.106.4.1 and 5.106.4.2; or (x) meet local ordinance, whichever is stricter. 5.106.4.1 Short-Term bicycle parking. If the project is expected to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitor's entrance, readily visible to (X) passers-by, for 5 percent of visitor motorized vehicle parking capacity, with a minimum of one two- bike capacity rack. 5.106.4.2 Long Term bicycle parking. For buildings with over 10 tenant-occupants, provide secure bicycle parking for 5 percent of tenant-occupied motorized vehicle parking capacity, with a minimum (x) of one space. - 5.106.5.2 Designated parking. Provide designated parking for any combination of low emitting, fuel-efficient and carpool/van pool vehicles as shown in Table 5.106.5.3.1. (X) 5.106.8 Light pollution reduction. Comply with lighting power requirements in the California Energy Code and design interior lighting such that zero direct-beam illumination leaves the building (X) site. Meet or exceed exterior, light levels and uniformity ratios for lighting zones 1-4 as defined in Chapter 10 of the California Administrative Code, using the following strategies: Shield all exterior luminaries or use cutoff luminaries (X) Contain interior lighting within each source (X) Allow no more than .01 horizontal foot candle 15ft. beyond the site (x) Contain all exterior lighting within property boundaries (X) Exception: See part 2, Chapter 12, Section 1205.6 for campus lighting requirements for parking facilities and walkways. 5.106.10 Grading and paving. The site shall be planned and developed to keep surface water away from buildings. Construction plans shall indicate how site grading or drainage system will (X) manage all surface water flows. Water Efficiency and Conservation Indoor Water Use 5.303.1 Meters. Separate meters shall be installed for the uses described in Sections 503. 1.1 (X) through 503.1.3. 5303.1 .1 Buildings in excess of 50,000 square feet.' Separate sub-meters shall be installed as follows: For each individual leased, rented, or other tenant space within the building projected to (X) consume more than 100 gal/day. For spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory or beauty salon or barber shop projected to consume more than 100 gal/day. B-52 Page 1 of 5 Rev. 5/17 5.303.1.2 Excess consumption. Any building within a project or space within a building that is projected to consume more than 1,000 gal/day. (X) 5.303 Percent savings. A schedule of plumbing fixtures and fixture fittings that will reduce the overall use of potable water within the building by 20 percent shall be provided (Calculate (x) savings by Water Use Worksheets or utilize Table 5.303.2.3). 5.303.2.1 Multiple showerheads serving one shower. When single shower fixtures are served by more than one showerhead, the combined flow rate of all the showerheads shall not (x) exceed the maximum flow rates specified in the 20 percent reduction column contained in Table 5.303.2.3 or the shower shall be designed to allow only one showerhead to be in operation at a time. 5.303.6 Plumbing fixtures and fittings. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the requirements listed As applicable for each type in items listed in Table 5.303.6. Water closets (toilets) - flushometer type (x) Water closets (toilets) - tank type (X) Urinals (X) Public lavatory faucets (X) Public metering self-closing faucets (X) Residential bathroom lavatory sink faucets (X) Residential bathroom lavatory sinks (X) Residential showerheads (X) Single shower fixtures served by more than one showerhead (x) Outdoor Water Use 5.304.1 Water Budget. A water budget shall be developed for landscaping irrigation use. (X) 5.304.2 Outdoor potable water use. For new water service, separate meters or submeters shall be installed for indoor and outdoor potable water use for landscaped areas between 1,000 and 5,000 square feet. (x) 5.304.3 Irrigation design. In new nonresidential projects with between 1,000 and 2,500 square feet of landscaped area (the level at which the MLO applies), install irrigation controllers and sensors which include the following criteria and meet manufacturer's recommendations. 5.304.1.1 Irrigation controllers. Automatic irrigation system controllers installed at the time of final inspection shall comply with the following: Controllers shall be weather- or soil moisture-based controllers that automatically adjust irrigation in response to changes in plant's needs as weather conditions change. (x) Weather based controllers without integral rain sensors or communication systems that As applicable account for local rainfall shall have separate wired or wireless rain sensors which connects or (x) communicates with the controller(s). Soil moisture-based controllers are not required to have rain sensor input. Construction Waste Management Plan (x) 5.408.1 Construction waste diversion. Establish a construction waste management plan or meet local ordinance, whichever is more stringent. (x) 5.408.2 Construction waste management plan. Submit plan per this section to enforcement authority within the city. 5.408.1.4 Documentation. Provide documentation of the waste management plan (see form (x) B-59) that meets the requirements listed in Section 5.408.1.1 thru 5.408.1.3 and the plan is accessible to the enforcement authority. 5.408.3 Construction waste. Recycle and/or salvage for reuse a minimum of 50 percent of nonhazardous construction and demolition debris or meet local ordinance, whichever is more stringent. (x) Exceptions: Excavated soil and land-clearing debris Alternate waste reduction methods, developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. 5.408.3 Excavated soil and land clearing debris. 100 percent of trees. Stumps, rocks and B-52 Page 2 of 5 Rev. 5/17 associated vegetation and soils resulting primarily from land clearing shall be reused or I Building Maintenance and Operation I I 5.410.1 Recycling by occupants. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of nonhazardous materials (X) for recycling. 5.410.2 Commissioning. For new buildings 10,000 square feet and over, building (x) commissioning for all building systems covered by 124, Part 6, process systems and renewable energy systems shall be included in the design and construction processes of the building project. Commissioning requirements shall include items listed in Section 5.410.2. - 5.41 0.2.6 (X) 5.410.2.1 Owner's Project Requirements (OPR). Documented before the design phase of the project begins the OPR shall include items listed in Section 5.410.4. (X) 5.41 0.2.2 Basis of Design (BOD). A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project and updated periodically to cover the systems listed in Section 5.410.2.2. (X) 5.410.2.3 Commissioning plan. A commissioning plan describing how the project will be commissioned shall be started during the design phase of the building project and shall include items listed in Section 5.410.2.3. (x) 5.410.2.4 Functional performance testing shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the (x) approved plans and specifications. 5.410.2.5 Documentation and training. A Systems manual and systems operations training are required. (X) 5.410.2.5.1 Systems manual. The systems manual shall be delivered to the building owner or representative and facilities operator and shall include the items listed in Section 5.410.2.5.1. (X) 5.410.2.5.2 Systems operations training. The training of the appropriate maintenance staff for each equipment type and/or system shall include items listed in Section 5.410.2.5.2. (x) 5.410.2.6 Commissioning report. A complete report of commissioning process activities undertaken through the design, construction and reporting recommendations for post construction phases of the building project shall be completed and provided to the owner or representative. 5.410.4 Testing and adjusting. Testing and adjusting of systems shall be required for (X) buildings less than 10,000 square feet. 5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. (X) Systems to be included for testing and adjusting shall include, as applicable to the project, the systems listed in Section 5.410.3.2. (x) 5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with industry best practices and applicable national standards on each system. (X) 5.410.4.3 HVAC balancing. Before a new space-conditioned system serving a building or space is operated for normal use, the system should be balanced in accordance with the procedures defined by national standards listed in Section 5.410.3.3.1. (X) 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report (X) of testing signed by the individual responsible for performing those services. maintenance instructions and copies of guaranties/warranties for each system prior to final inspection. 5.410.4.5 Operation and maintenance manual. Provide the building owner with detailed operating and maintenance manual 5.410.4.5.1 Inspection and reports. Include a copy of all inspection verifications and reports required by the enforcing agency. B-52 Page 30f5 Rev. 5/17 1 Environmental Quality Fireplaces 5.503.1 Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace or a (X) sealed woodstove and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. As Applicable 5.503.1.1 Woodstoves. Woodstoves shall comply with US EPA Phase II emission limits. (X) Weather Resistance and Moisture Management 5.407.1 Weather protection. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1403.2 and California Energy Code Section 150, (x) manufacturer's installation instruction instructions or local ordinance, whichever is more stringent. 5.407.2 Moisture control. Employ moisture control measured by the following methods: 5.407.2.1 Sprinklers. Prevent irrigation spray on structures. (x) 5.407.2.2 Entries and openings. Design exterior entries and openings to prevent water intrusion (X) into buildings. Pollution Control 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation or during storage on the construction site and until final start up of the heating and cooling equipment, all duct and other related air distribution (X) component openings shall be covered with tape, plastic, sheet metal or other methods to reduce the amount of debris or duct which may collect in the system. 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with outside and return air prior to occupancy that provides at least a MERV of 8. 5.504.4 Finish material pollutant control. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.6 5.504.4.1 Adhesives, sealants, caulks. Adhesives and sealants used on the project shall meet the requirements of the following standards: (x)' Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits as shown in Tables 5.504.4.1 and 5.504.4.2. Aerosol adhesives and smaller unit sizes of adhesives and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. 5.504.4.3 Paint and coatings. Architectural paints and coatings shall comply with Table 5.504.4.3 5.504.4.3.1 Aerosol paints and coatings. Aerosol paints and coatings shall meet the Product- Weighted MIR limits for ROC in Section 94522 (a)(3) and other requirements, including prohibition on use of certain toxic compounds and ozone depleting substances (CCR, Title 17, Section 94520 et seq.). 5.504.4 Carpet systems. All carpet installed in the building interior shall meet the testing and product requirements of one of the standards listed in Section 5.504.4.4. 50504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label Program. 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 804.4.1. 5.504.4.5 Composite wood products. Hardwood, plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in Table 5.504.4. 5.504.4.5.2 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: Product certification and specifications Chain of custody certifications Other methods acceptable to the enforcing agency 5504.4.6 Resilient flooring systems. Comply with the VOC emission limits defined in the 2009 (x) CHPS criteria and listed on its Low-emitting Materials List (or product registry) or certified under the _FloorScore_ program _of the _Resilient _Floor Covering Institute. B-52 Page 4 of 5 Rev. 5/17 Indoor Moisture and Radon Control 5.505.1 Indoor moisture control. Buildings shall meet or exceed the provisions of the California Building Code, Title 24 Part 2, Sections 1203 (Ventilation) Chapter 14.1. (x) Air quality and Exhaust 5.506.1 Outside air delivery. For mechanically or naturally ventilated spaces in buildings, meet the (x) minimum requirements of Section 121 of the California Energy Code, CCR, Title 24, Part 6 and Chapter 4 of CCR, Title 8 or the applicable local code, whichever is more stringent. 5.506.2 Carbon DIOXIDE (CO2) monitoring. For buildings equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the (X) requirements of the latest edition of the California Energy Code, Title 24, Part 6, Section 120.1.(C) (4). Outdoor Air Quality 5.508.1 Ozone depletion and global warming reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2. As 5.508.1 CFCs. Install HVAC and refrigeration equipment that does not contain CFCs. applicable 5.508.1.2 Halons. Install fire suppression equipment that does not contain Halons. (X) (x) I, as the professional responsible for this project, certify that, to the best of my knowledge, the mandatory items listed on this form have been incorporated into the project in order to comply with Title 24, Part 11 of the 2016 California Green Building Standards. All receipts for recycled materials have been attached to this form. Project Address: , 52c L 6444AW 126AL #2/.- Plan Check Number: BIOI9 - Print Name: f/iL1/-#- c/17Cf Signed: License Number: i?0237 Date: 9 fio /v'i B-52 Page 5 of 5 Rev. 5/17