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Home My WebLink About1915 CALLE BARCELONA; 130; CB142882; Permit03-18-2015 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: Building Inspection Request Line (760) 602-2725 CBI42882 Job Adciress: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 1915 CALLE BARCELONA CBADSt: 130 Tl 2550120400 $227,820.00 Sub Type: COMM Lot #: 0 Construction Type: 5B Reference # Status: ISSUED Applied: 10/24/2014 Entered By: LSM Plan Approved: Issued: Inspect Area Plan ClTeci<#: 03/18/2015 03/18/2015 SUR LA TABLE- 5,259 SF Tl TO AN EXISTING RETAIL STORE TO INCLUDE DEMO, NEW PARTITIONS, NEW KITCHEN, NEW PLUMBING,LIGHTING,MECH Applicant: RON JACKSON 8678 SKY RIM DR LAKESIDE CA 92040 619-885-4458 Owner: T-C FORUM AT CARLSBAD LLC C/O TiAA-CREF 4675 MACARTHUR CT #1100 NEWPORT BEACH CA 92660 Building Permit $1,077.90 Meter Size Add'l Building Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00 Plan Checl< $754.53 Meter Fee $0.00 Add'l Building Permit Fee $33.77 SDCWA Fee $0.00 Plan Clieck Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $63.79 PFF (3105540) $0.00 Parl< Fee $0.00 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $103.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $261.00 Otfier Building Fee $0.00 MECHANICAL TOTAL $72.31 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'l Pot. Water Con. Fee $0.00 Redev Parl<ing Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $8.00 HMP Fee ?? Fire Expedidted Plan Review $0.00 Green Bldg Standards Plan Chk ?? TOTAL PERMIT FEES $2,374.30 Total Fees: $2,374.30 Total Payments To Date: $2,374.30 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively refen-ed to as "fees/exactions." You have 90 days from the date this pemiit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Govemment Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accorciance 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 vou have previously been oiven a NOTICE similar to this, or as to which the statute of limitations has previouslv othenA/ise expired. Ccityof Carlsbad Plan Check No. CBi Lj Q^-^ Est. Value e^t? Plan Ck. Deposit ^5'^-Hi Date/o/g c///<-/ JOBADDRESS CT/PR0JECT# LOT# DESCRIPTION OF WORK: (ncfaida Square Fset of Afected «rea(«i # OF UNrrs # BEDROOMS SUdH/SPMEf/UNIT* # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC. GROUP EXISTINO USE 7 PROPOSED USE I GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE YES • # NO ilr^ AIR CONDITIONING YES BKNO • FIRESPRINKLERS YES itr^oa APPLICANT NAME PROPERTYOWNER CITY " , STAlt TziP ~ ADDRESa^ ^ I CITY. " V STATE ADDRESS PHONBT FAX CITY - / STATE ZIP PHONE ^ FAX ^ ^ SMAIC DESION PROFESSIONAL ADDRESS BUS. NAME ADDRESS •/ .^ly^U CITY PHONE ' STATE HONE Mil FAX ZIP CITY. STATE OA PHONE FAX ZIP EtVIAIL STATE UC.# CITY BUS. LIC.# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicantfor such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Lew (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he Is exempt therefrom, and ttie t>asis for ttie alleged exemption. Any violation of Section 7031.5 tiy any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). X, WORKERS' COMPENSATION Woricere' Compensatton DadanOon: / hertby affirm under penalty of petjuty one of the following dedar^'ions: O I Iiave ami wUI maintain a ceilllicateof consent to s•l^insura for woitceis'compensation as provided by Se^ 3700 of the Labor Code, for tlw peifomianoecf the wori( fbr wlvch tliis pennit is issued. (3 I have and wHI maintain woikers' compensation, as required by Section 3700 of the Labor Code, for the perfonnance of the wort< for which this pemiit is issued. My worlters' compensation insurance carrier and policy number are: Insurance Co. S-f-^-Utf l^'^^^J Policy No. I'^l K'O ( 7 ~,;>-<^/6^ Expiration Date '7/31// V / This sectkin need not be completed if the pennit is for one hundred dollars ($tOO) or less. CD Cartiiicateof ExeR^lion: I certify that in the perfonnance of the wortc for whk;h this pennit is issued, I shan Califbrnia. WARNING: Failure to secure woriiere' compensation coverage Is unlawful, and shall subject an employer to criminal pmaHlet and dvil flnes up to one hundred thousand dollars ((i100,000). In addWon to ttie cost of compansatton, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. CONTRACTOR SIGNATUR AGENT DATE OWNER-BUItDER DECLARATION / hereby affirm that I am exeinpt from Confractor's LiMnse Law for the following reason: n 1, as owner of the property or my employees with wages as their sole compensation, will do the woii< and ttie stmcture is not intended or offered for sate (Sec. 7044, Business and Professions Code: The Contractor's Ucense Law does not apply to an owner of property who builds or improves thereon, and who does such woiti himself or through his own employees, provided that such improvements are not intended or offered fbr 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 Ibr the purpose of sale). a I, as owner of the property, am exclusiVBly contracting with licensed contractors to constmct ttie project (Sec. 7044, Business and Professions Code: Tfie Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contiacts for such projects with contractorfs) licensed pursuant to the Contractor's License Law). • I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide ttie m^ labor and materials for constmction of the proposed property improvement. • Yes O No 2.1 (have / have not) signed an application for a building pennit fbr the proposed work. 3.1 have contracted with ttie following person (finn) to provide ttie proposed construction (include name address / phone / contractors' license number): 4.1 plan to provide portions of ttie wori(, but I have hired ttie fbllowing person to coordinate, supen/ise and provide the maior worit (include name / address / phone / contt'actors' license number): 5.1 will piovide some of ttie wottt, but I have contracted (hired) ttie following persons to provide the woilt i^ ^PROPEOTY OWNER SIGNATUR! AGENT DATf COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is ttie applicant or future building occupant required to submit a business Jlrf^tely hazanjous materials legisttation fbrm or risk management and preventton program under SecSons 25505,25533 or 25534 of ttie Presley-Tanner Hazardous Substance Account Act? DYes y»N°^ Is ttie appteant or future building occupant required to obtain a pennit fronHlnrSir pollutton conttol disttict or ajf^a!i1)ymanagement district? Is ttie facility to be constructed wittiin 1,000 feet of ttie outer boundaiy of a school site? ^es f 'Spilo J IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE iSSUEDVBllsrrHE APPLICANT HAS HET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ^•1 ^IVyiUlli *Mtl\ CONSTRUCTiONLENDING AGENCY I tiereby affiim that there is a constmction lending agency for the perfonnance of the work this pennit is issued (Sec. 3097 (i) Civil Code). Lendei's Name Lendei's Address APPLICANT CERTIFICATION I oeitliy that I have read the applkiatlon and state thatthe above infomtallon is conect and tha^ I heretjy aulhoiize representatm of the City of Carisbad to enter upon the abcK« n^ AGAINST ALL LIABILITIES, JUDGMEhfTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CtTY IN CONSEQUENCE OF THE GRANTING OF THIS PERMfT. OSIHA: An'OSHA peimit is leqiiired fbr excav^nns over S'O'deep and denwiitlcn or co^^ EXPIIRATK3N: Eveiy pemiit issued tiy the Building Official under the provisions cf ^ 180 days fiom the dale of such pemiit or if the bulding or work ai^horized by such pem^ ^APPLICANT'S SIGNATURE DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email buildinq(5)oarlsbaclca.qov or Mail the completBd form to City of Caristiad, Building Division 1635 Faraday Avenue, Carisbad, Califomia 92008. CO#:(Ofnce Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS OTY STATE ZIP CnY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANTS BUS. UC. No. DEUVERY OPTIONS a PICK UP: • CONTACT (Listed above) • OCCUPANT (Usted abovs) • CONTRACTOR (On Pg. 1) a IVIAIL TO: • CONTACT (Listed above) • OCCUPANT (Listed above) o CONTRACTOR (On Pg. 1) D MAIL/FAX TO OTHER: • ASSOCIATED CB# • NO CHANGE IN USE/NO CONSTRUCTION • CHANGE OF USE/NO CONSTRUCTION • ASSOCIATED CB# • NO CHANGE IN USE/NO CONSTRUCTION • CHANGE OF USE/NO CONSTRUCTION >ff$'APPLICANT'S SIGNATURE DATE Inspection List Permit*: CB142882 Type: Tl COMM Date Inspection Item 06/04/2015 89 Final Combo 06/04/2015 89 Final Combo 06/03/2015 89 Final Combo 05/14/2015 89 Final Combo 05/11/2015 44 Rough/Ducts/Dampers 05/06/2015 43 AirCond/Fumace Set 04/28/2015 14 Frame/Steel/Bolting/Weldin 04/10/2015 21 Underground/Under Floor 04/10/2015 23 Gas/Test/Repairs 04/10/2015 24 Rough/Topout 04/01/2015 31 Underground/Conduit-Wirin 04/01/2015 34 Rough Electric 03/31/2015 21 Underground/Under Floor 03/31/2015 43 AirCond/Furnace Set 03/31/2015 49 Final Mechanical Inspector PB PB PB PB PB PB PY PY PY PB PB PB SP SP Act Rl AP CA NR PA PA PA AP AP AP PA PA PA AP Fl SUR LA TABLE- 5,259 SF Tl TO AN EXISTING RETAIL STORE TO INCLUD Comments AM PLEASE/ COF/SUR LA TABLE Friday, June 05, 2015 Page 1 of 1 iwwNri>„^ INSPECTION RECORD •*C<i»i»o c#^ihfi mmi *»•#*.. , V, »<M> luei-Dw^. f«,i,rf .• t»r,>i / / / / ^ n , .«, .xr,. ^, r>«»»«.^. nt IHiilWI •—•••II •1E iPBW nm*!' #11 W'iiHfttiHniifiBi iM flAllt »WN •M TBTl'lllililMliti 4^; ^ ^1 -„.....—. CALIFORNIA DR'Vi'^Lic^Rii EXP 06/24/2018 END NONE LN APLAND FN STEPHEN ANDREW 15152 CAMBRIA AVE FONTANA, CA 92339 OOB 06/24/1964 R-NONE I 06241964 SEX M HAIR BR^ EYES (SflN HOT 6"-01" WGT 240 Ib .... i ~DD0B/2V2OOM12IWCCFD'1l :r-(M/i«20i3 ••• - "•''Sty?.'• ' - y.- ••'•v/>v' ACI Concrete Field Testing Technician Grade I STEPHEN A APLAND Certification ID #01289475 Expires on: 03/29/2019 QQI m Certification Vprifv ;it rhprLAri nro EsGil Corporation I^^^^j^ftne^^fj^jMUitH govemmetitfor (BuiCtfing Safety DATE: 12/19/2014 • APPLICANT • JURIS. JURISDICTION: Carlsbad • PLAN REVIEWER PLAN CHECK NO.: SET: II PROJECT ADDRESS: 1915 Calle Barcelona Suite 130 PROJECT NAME: Sur La Table TI • FILE XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: IXI EsGil Corporation staff did not advise the applicant that the plan check has been completed. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mail Telephone Fax In Person • REMARKS: By: John Le Vey Enclosures: EsGil Corporation • GA • EJ • MB • PC 12/11/2014 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 EsGil Corporation In Partnership witH government for <BuiC£ing Safety DATE: 11/06/2014 • APPLICANT .a<JURIS. JURISDICTION: Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 14-2882 SET: I PROJECT ADDRESS: 1915 Calle Barcelona Suite 130 PROJECT NAME: Sur La Table TI I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. XI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Ron Jackson Telephone #: 619-885-4458 (J) (byV^j^ Email: ron@sunshinepermitservice.com Date contacted: I ^ Mail Telephone Fax In Person • REMARKS: By: John Le Vey Enclosures: EsGil Corporation • GA • EJ • MB • PC 10/28/2014 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 Carlsbad 14-2882 11/06/2014 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: CB14-2822 JURISDICTION: Carlsbad OCCUPANCY: M USE: retail TYPE OF CONSTRUCTION: VB ACTUAL AREA: 5259 ALLOWABLE FLOOR AREA: OK STORIES: 1 HEIGHT: unknown SPRINKLERS?: Yes OCCUPANT LOAD: 176 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 10/24/2014 DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/28/2014 DATE INITIAL PLAN REVIEW COMPLETED: 11/06/2014 PLAN REVIEWER: John Le Vey FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2013 CBC, which adopts the 2012 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 2012 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copv) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when vou submit the revised plans. Carlsbad 14-2882 11/06/2014 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: CB14-2822 PREPARED BY: John Le Vey DATE: 11/06/2014 BUILDING ADDRESS: 1915 Calle Barcelona Suite 130 BUILDING OCCUPANCY: M BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Tl 5259 227,820 Air Conditioning Fire Sprinklers TOTAL VALUE 227,820 Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance • $1,080.46 Plan Check Fee by Ordinance Type of Review: D Repetitive Fee ^ Repeats • Complete Review • Other J—j Hourly EsGil Fee • Structural Only Hr. @ $702.30 $605.06 Comments: In addition to the above fee, an additional fee of $86.00 is due (1 hours ( $86.00/hr.) forthe CalGreen review. Sheet 1 of 1 macvalue.doc + Carlsbad 14-2882 11/06/2014 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 Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 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 Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation 1. For gas piping under slabs that serve kitchen island cooktops, see Policy 91-46 for special sleeve and clean-out requirements. Per the CPC section 1210.3 the fittings and the chase must be NFPA approved 2. Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). 3. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural support of the 2500# rooftop make up unit. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 4. Please provide the UL listing and manufacturer's installation information for all new equipment to be installed. Show all electrical requirements, plumbing requirements, exhaust or mechanical requirements, operational weight, anchorage and seismic restraints if required etc. Section 107.2. 5. Please show exit sign's on the floor plan, and to have 90 minute battery backup, they are not shown on the ceiling plan 6. Please provide emergency egress lighting per the CBC section 1006.3.1 show on the floor plan 7. Please provide the listing for the new Fabric awnings 8. Please provide the door hardware on the sheet for the doors it states see manual for hardware please provide 9. Please show door 101 on the door schedule 10. Where a pair of doors is utilized, at least one of the doors shall provide a clear, unobstructed opening width of 32 inches, per Section 11 B-404.2.2. Carlsbad 14-2882 11/06/2014 11. Please detail the requirements for the drinking fountain on the plans per the CBC section 11B-602 12. Please provide the ICC listing approval numbers for all partition walls, and soffits 13. Please provide a detail for the new window in the kitchen A8.20 # 6 detail is not correct 14. Please correct the details on the sheet A2.10 it appears several are not correct for the section views 15. Please show the location for the detail on sheet A9.31 #2 16. Kitchen Hood Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II • Provide the UL listing card showing the exhaust sizing requirements used for the hoods. • Provide exhaust sizing calculations for kitchen hoods. UMC 508.4 • Show the required replacement air for each kitchen hood. Include an air balance schedule. The exhaust and make-up air systems shall be connected by an electrical interlocking switch. UMC 511.3 • Clearly show the material used to construct the hood and exhaust duct. UMC Section 508.1.1 • A fire damper is required at the connection of the supply air outlet to the shell of the hood assembly. Include the damper location and access panel required on the plans. UMC 508.5 & 510.3 • Provide grease duct air velocity calculations. (Maximum 2,500 fpm) UMC 511.2. • Provide a section detail for the hood showing the relative dimensioned locations for the hood, ceiling, and overhead construction framing ofthe floor or ceiling . Be sure to describe the construction materials (combustible, limited combustible, or non-combustible) used adjacent to the hood and duct. UMC 507.2 The duct routing shall be as direct as practical to the exterior of the building. UMC 510.1.2 Provide construction details for the fire rated grease duct enclosure. Note: Clearance distances from the grease duct to the enclosure inside face is not less than 6" (non-combustible) and 18" (combustible). UMC Sections 510.7 & 510.7.2.3. The State Fire Marshall does not adopt this design. A single story non-rated building does not require an enclosure (shaft) protection for the grease duct installation above the ceiling. It does, however, mandate minimum clearance distances from the duct to combustible, limited. Carlsbad 14-2882 11/06/2014 or non-combustible materials. Detail compliance with UMC 507.2 on the plans. Note: The State Fire Marshall does not recognize this design. • A duct shaft is required in all multistory buildings and in 1 story buildings with rated roof/ceiling assemblies. Provide a shaft design complying with UMC 510.7.2 and 510.7.3 on the plans. • The duct shaft size exceeds the buiiding framing spacing. Revise the duct and shaft size or detail the modifications necessary to the building framing. • Detail the slope (1/4"/foot/minimum) on the horizontal grease duct back towards the hood. UMC 510.1.4. • Show the required cleanouts for the grease duct: At changes in direction and • Horizontal ducts require at least one 20 X 20" opening for personnel entry. • Vertical ducts require an access at the top or, if personnel entry is not possible, a cleanout at each floor level. • Detail the kitchen hood duct termination clearances as per UMC 510.8. • A complete kitchen hood system plan review will be done when the complete hood system plans, details, and calculations are provided. 17. Please provide compliance for the three compartment sink per the CPC section 100.1 the trap must be centrally located 18. Please correct the island vent per the CPC section 909.0 19. Please show compliance for the hydro mechanical grease trap per the CPC section 1014.2. venting and the flow control must be readily assessable and visible 20. Please show the required clean outs in the kitchen per 707.0 of the CPC 21. Please show the venting for all fixtures on sheet M1.01 22. Please provide the developed length for the gas line to the most remote fixture 23. Please provide a service sink or laundry tray per the CPC section 422.1 24. Show P&T valve on water heater and detail drain line route from P&T valve to the exterior. 25. Please provide the required GFCI receptacles per the CEC section 210.8 B 26. Please remove the return air from the kitchen per the CMC section 314.3 #5 27. When new rooms or spaces are constructed and the existing mechanical system is not to be altered other than relocation of existing duct work; please note or show mechanical ventilation will be provided capable of supplying the minimum rate of outside air required per minute per occupant as shown in Table 4-1 ofthe UMC. Advisory Note : When alterations, structural repairs or additions are made to an existing building, that building, or portion ofthe building affected, is required to comply with all of the following requirements, per Section 11 B-202.4: • The area of specific alteration, repair or addition must comply as "new" construction. Carlsbad 14-2882 11/06/2014 • A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. • The path of travel shall include the existing parking. • Please address the following comments that are the result of the alterations. 28. Show on the site plan the complying disabled accessible path of travel from the disabled accessible parking spaces to the primary entrance of the tenant space. Please provide detailed plans ofthe path of travel, indicate slope and width, any pedestrian ramps, curb ramps, walks, handrails, provide dimensioned parking stall details etc. 29. Counter Sales and service counters shall have a portion of the counter which is at least 36" in length with a maximum height of 34 inches. Section 11 B-904.4.1. 30. Show, or note, that there is a level floor or landing on each side of all doors. The floor or landing is to be <V'i lower than the doonway threshold, per Section 11B- 404.2.5. 31. Show or note that the lower 10" of all doors comply with Section 11 B-404.2.10, as follows: a) To be smooth and uninterrupted, to allow the door to be opened by a wheelchair footrest, without creating a trap or hazardous condition. b) Narrow frame doors may use a 10" high smooth panel on the push side of the door. 32. Show that the minimum strike edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 11 B-404.2.4: a) >24" at exterior conditions. b) >18" at interior conditions. Door into the storage c) >12" on the push side, if the door has both a latch and a closer. d) Where a door is located in a recess or alcove where the distance from the face of the wall to the face of the door is greater than 8 inches, the above clearances shall apply. Section 11 B-404.2.4.3. the doors to the kitchen 33. Show a level area, or landing, per Section 11 B-404.2.4: a) >60" in the direction of door swing. b) >48" in the direction opposite the door swing (or 44" if doors don't have latches or closers). 34. Show or note that the proposed general sales, display and office areas are accessible, as follows: a) Checkstands shall comply with the following: i) Where regular checkstands are provided, the number of accessible checkstands shall be as follows, per table 11B-227.2: Carlsbad 14-2882 11/06/2014 a) >1 but ^4 regular total = 1 accessible. b) >5 but ^8 regular total = 2 accessible. c) >9 but ^15 regular total = 3 accessible. d) >15 regular total = 3, + an additional 20%, accessible. e) Accessible checkstands shall provide a clear check-out aisle width of 36" with an adjoining counter <38" above finished floor. 35, Revise plans to clearly show that accessible seating is provided and noted as follows, per Section 11B-221.2: The California Building Standards Commission (BSC) has adopted the Green Building Standards Code which became effective January 1, 2011, and must be enforced by the local building official. The Green Building Standards apply to nonresidential additions or tenant improvements throughout California. These standards applv to nonresidential additions of 1,000 sa. ft. or larger or alterations (tenant improvements) with a value of $200.000 or more. CGC Section 301.3. Provide a sheet on the plans labeled "Green Building Code Requirements" and include the following notes as applicable. 1. Light pollution reduction. Note on the plans that exterior light pollution must comply with CGC section 5.106.8. 2. Waste management. Note on the plans that the contractor must submit to the Engineering Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.408.1.1. 3. Recycling. Note on the plans that a minimum of 50% of construction waste is to be recycled. CGC 5.408.1. Documentation shall be provided to the enforcing agency which demonstrates compliance. CGC Section 5.408.1.4. 4. Documentation. Note on the plans that a building "Systems Manual" as listed in CGC Section 5.410.2.5 shall be delivered to the building owner or representative and the facilities operator. Further, note on the plans that the "Systems Manual" shall contain the required features listed in CGC Section 5.410.2.5.1. 5. Pollutant control. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.504.3. 6. Pollutant control. Note on the plans that VOC's must comply with the limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.504.4. Carlsbad 14-2882 11/06/2014 7. Pollutant control. Note on the plans that mechanically ventilated buildings shall provide regularly occupied areas with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters shall be installed priorto occupancy. CGC Section 5.504.5.3. 8. Pollutant control. Note on the plans that where outdoor areas are provided for smoking, such areas are prohibited within 25' of building entries, windows and outdoor air intakes. Signage shall be posted to inform occupants of the prohibitions. CGC Section 5.504.7. 9. Environmental comfort. Note on the plans that wall and floor assemblies separating tenant spaces (and tenant spaces from public spaces) shall have an STC of at least 40. CGC Section 5.507.4.3. 10. Environmental comfort. Wall and roof assemblies exposed to noise sources shall have an STC rating of at least 50, with exterior windows having a minimum STC of 40 in the following locations, per CGC Section 5.507.4.1: a) Within the 65 CNEL noise contour of a freeway, railroad or industrial source, as determined by the jurisdiction's Noise Element ofthe General Plan. b) Within the 65 CNEL noise contour of an airport. c) Note on the plans whether or not this addition or tenant improvement is located within the areas listed above. 11. 12. Outdoor air quality. Note on the plans that installations of HVAC, refrigeration and fire suppression systems will not contain CFC's or Halons, per CGC 5.508.1. Water reduction. Show on the plans the following maximum fixture flow rates from Table 5.303.2.3 and Section 5.303.3, as shown below. Revise general notes, plumbing plans, etc. to match. CGC 5.303. For additions or alterations, this only applies to new fixtures. MAXIMUM FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE Showerheads 2 gpm @ 80 psi Lavatory faucets- nonresidential 0.5 gpm @60 psi Kitchen faucets 1.8 gpm @ 60 psi Metering faucets 0.2 gallons/cycle Water closets 1.28 gallons/flush Urinals 0.5 gallons/flush Carlsbad 14-2882 11/06/2014 13. Outdoor water use. Note on the plans that a water budget shall be developed for landscape irrigation use that conforms to the local water efficient landscape ordinance. Where no local ordinance exists, show compliance with the California Department of Water Resources Model Water Efficient Landscape Ordinance. See Sections 492.5 through 492.9, 492.10 and 492.11 ofthe State ordinance at http://www.water.ca.qov/wateruseefficiencv/docs/WaterOrdSec492.cfm . 14. Outdoor water use. Note on the plans that for new water service (or additions/alterations with > 1,000 square feet of cumulative landscaped area), separate submeters or metering devices shall be installed for outdoor potable water use. Also, irrigation controllers and sensors shall be installed. CGC Sections 5.304.2 and 5.304.3. To speed up the review process, 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 brieflv describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: • Yes • No The jurisdiction has contracted with Esgil Corporation 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 John Le Vey at Esgil Corporation. Thank you. PLAN CHECK PLAN CHECK Community & Economic CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 vi^w/w.carlsbadca.gov DATE: 10/27/14 PROJECT NAME: THE FORUM PLAN CHECK NO: 1 SET#: ADDRESS: 1915 CALLE BARCELONA VALUATION: $227,820 ^, PROJECT ID: CB 14 2882 APN: 255-012-04 / This plan check review is complete and has been APPROVED by the ENGINEERING Division. By: KATHLEEN LAWRENCE 10/27/14 A Final Inspection by the Division Is required Yes / No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: RON@SUNSHINEPERMITSERVICE.COIVI You may a/so have corrections from one or more of the divisions Usted below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 Chris.Sexton@carlsbadca.gov / Kathleen Lawrence ^ 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Gregorv.Rvan@carisbadca.gov Gina Huiz Gina.Ruiz@carlsbadca.fiov Linda.Ontiveros@carisbadca.gov Cvnthia.Wong@carisbadca.gov Dominic.Fierj@carisbadca.gov Remarks: NOADDTL ENG FEES- CITY OF CARLSBAD PLANNING DIVISION PLANCHECK APPROVAL P-28 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www/.carlsbadca.eov DATE: 12/9/14 PROJECTNAME: T.l. PROJECTID: PLAN CHECK NO: CB142882 SET#: ADDRESS: 1915 CALLE BARCELONA ^ This plan check review is complete and has been APPROVED by the PLANNING Division. By: GINA RUIZ A Final Inspection by the PLANNING Division is required • Yes ^ No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. • This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: R0N@SUNSHINEPERIVilTSERVICE.COM For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carisbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carisbadca.gov Q Greg Ryan 760-602-4663 Gregorv.Rvan@carisbadca.gov X Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov j 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov 1 1 Cindy Wong 760-602-4662 Cvnthia.Wong@carisbadca.gov Chris Garcia 760-602-4622 Chris.Garcia@carlsbadca.gov • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Plan Check No. CB142882 Address 1915 CALLE BARCELONA Date 12/9/14 Review # 2 Planner GINA RUIZ Phone (760) 602- 4675 Type of Project & Use: TJ. Zoning: P-C General Plan: R/O/RIVIH Facilities Management Zone: 23 CFD (m/out) # 1 Date of participation; 12/11/1998 Remaining net dev acres:. (For non-residential development: Type of land use created by this permit: ) REVIEW #: 12 3 Legend: ^ Item Complete • Item Incomplete - Needs your action lEl • • Environmental Review Required: YES • NO ^ TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: lEI • • Discretionary Action Required: YES • NO IEI TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: • n Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES El NO Q CA Coastal Commission Authority? YES Q NO Kl If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): T.l. EXEMPT • • Habitat Management Plan Data Entry Completed? YES • NO ^ If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) • Q Inclusionary Housing Fee required: YES • NO IEI (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) • • Housing Tracking Form (form P-20) completed: YES • NO • N/A ^ p-28 Page 2 of 3 07/11 Site Plan: S • • City Council Policy 44 - Neighborhood Architectural Design Guidelines Kl • • 1. Applicability: YES • NO Kl S • • 2. Project complies: YES • NOO • • Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required Shown Required Shown. Required Shown Required Shown Required Shown • • 2. Accessory structure setbacks: Front: Required Interior Side: Required Street Side; Required. Rear: Required. Structure separation: Required. Shown Shown Shown. Shown. Shown • • 3. Lot Coverage: Required. Shown • Kl • 4. Scrooninq of Equipment: Required YES Shown SECTIONS NOT SHOWN 13 n D 5. Parking: Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown • Kl • Additional Commonts #1. PLEASE SHOW HOW THE NEW ROOF MOUNTED EQUIPMENT WILL BE SCREENED FROM VIEW FROM ADJACENT PROPERTIES/STREETS WITHIN 500 FEET. AN EXAMPLE HAS BEEN ATTACHED FOR YOUR REFERENCE. ALONG WITH THE POLICY FOR ROOF MOUNTED SCREENING. #2. PLEASE STATE ON SHEETS A3.10 & A9.40 THAT "SIGNAGE IS NOT A PART OF THIS PERMIT^ PERMITS FROM PLANNING AND BUILDING WILL BE OBTAINED SEPARATELY." -S\GH PLANCHECK NO. 2: PARAPET SHOWN ON SHEET A3.10 AND NOTES ADDED TO SHEETS A3.10 & A9.40 OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER GINA RUIZ DATE 12/9/14 P-28 Page 3 of 3 07/11 ^ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL •s^'PP r ^^^^ty & Economic , iJ^ Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 11-5-14 PROJECT NAME: Sur La Table PROJECT ID: PLAN CHECK NO: CB142882 SET#: 1 ADDRESS: 1915 Caile Barcelona APN: • This plan check review is complete and has been APPROVED by the Fire Division. By: D. Fieri A Final Inspection by the Fire Division is required Kl Yes • No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Vou may also have corrections from one or more of the divisions Usted below. Approval from these divisions may be required prior to the Issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 76O€02-2750 . ji."; FIRE PREVENTION 760^02-4665 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.Sov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Q Greg Ryan 760-602-4663 Gregory.Rvan@carlsbadca.gov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Q Cindy Wong 760-602-4662 Cvnthia.Wonfi@carlsbadca.gov • • X Dominic Fieri 760-602-4664 Dominic.Fleri@carlsbadca.gov Remarks: Carlsbad Fire Department BLDG. DEPT COPY Plan Review Requirements Category: TI, COMM Date ofReport: 11-05-2014 RON JACKSON Reviewed by: Name: Address: 8678 SKY RIM DR LAKESIDE CA 92040 Permit #: CBI42882 Job Name: SUR LA TABLE- 5,259 SF TI TO Job Address: 1915 CALLE BARCELONA CBAD St: 130 INCOMPfcSiTE TheGef^^5^(^uhave submJtted^^b^eview is indbni^lht^ At this timeVthisNffice cannJ adSB(^atel^ conohiita revie^to det&hqme compliance whhthe appl^able coS^and/or standards^lease rS|^iew carefui^^il commems^acBed. Please%<^^mit\jje necessiJs^plan\and/or speS^ations\with chahges "c\uded", to this omSiQfbr review OT^pmroval. Cond: CON0007813 [MET] THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 11/05/2014 By: df Action: AP ARMOUR UNSDERFER ENGINEERING INC., P.S. 555 116th Ave. NE, Suite. 118 Bellevue,WA 98004(425)614-0949 Fax (425) 614-0950 STRUCTURAL CALCULATIONS FOR: Sur La Table Forum at Carlsbad, Carlsbad, CA 92009 Client: hi it 0 SKB Architects 2333 Third Avenue Client Address By Brian Unsderfer, S.E., SECB Kit Chan AUE No. Date 14353 12/3/2014 Objective: STRUCTURAL CALCULATIONS FOR: Sur La Table Forum at Carlsbad, Carlsbad, CA Fixture Anchorage & Roof Top Unit Support TOPIC: PAGES: Seismic Design Criteria Wall Supported Shelving Metro Free Standing Shelving Anchorage Verification Roof Top Units Support Existing GLB Verification Pgl Pg2-Pg7 Pg8-Pgll Pg 12-Pg29 Pg30-Pg32 Pg33-Pg 36 Armour Unsderfer Eng Inc., P.S., 555 116th Ave. NE, Suite 118, Bellevue, WA 98004 (425)614-0949 Project: Sur La Table ' ' ... ^ Pg- No: Index -1 Address: Forum at Carlsbad, Carlsbad, CA ^^n/u Client: SKB Architects ' • • . . Job No.: 14353 IBC Seismic Non-Structural Systems IBC 2012 Risk Category: II Standard-Occupancy Building Fa = 1.03 Sms = 1.207 Ss= 1.168 hn= 15 ft Fv = 1.55 Smi = 0.698 Sl= 0.450 Ct = 0.02 Ie= 1.00 SDC: D Sds= Sdl= 0.804 0.465 Site Class = D Zipcode: | t^509 Seismic Variables from USGS Seismic Variables from User Input Max Loc Max Ss= 1.1684 33.11,-117.32 Ss = 0.0000 Sl= 0.4503 33.09,-117.31 Sl = 0.0000 PGA= 0.4756 33.09,-117.31 Min Loc Ss= 1.0140 33.09,-117.22 Sl= 0.3943 33.09,-117.22 PGA= 0.3871 33.09,-117.22 |See ASCE 13.3 Non Structn Zip A15. Cabinets - Pemianent Floor-Supported Storage Cabinets over 6 ft tall. Including Contents Ap= 1.0 Rp = 2.5 iio = 2.5 Fp = Fp max = Fp min = z= 10.00 ft h= 15.00 ft 0.30 • Wp 1.29 *Wp 0.24 * Wp Ip= 1.0 0.300 Wp tVith Overstrength factor: \Fp= 0.751 *fVp] MECl. Air-Side HVAC, Fans, AirHandleis, Air Conditioning Units, Cabinet Heaters, Air Distribution Boxes, and Other Mechanical Components Constructed of Sheet Metal Framing Ap Rp no 2.5 6.0 2.5 Fp = Fp max = Fp min = z = h = 0.40 * Wp 1.29 *Wp 0.24 * Wp 15.00 ft 15.00 ft Ip = 1.0 I Fp= 0.402 *\Vp] With Overstrength factor: I Fp = 1.005 * fVp"] A26. Other Flexible Components - Limited Deforaiability Elements and Attachments Ap = 2.5 z = 15.00 ft Ip= 1.0 Ap=-z = 15.00 ft Ip= 1.0 Rp = 2.5 h = 15.00 ft Rp=-h = 15.00 ft no = 2.5 no= - Fp = 0.97 * Wp 1 Fp= 0.965 *Wp| Fp = #VALUE! * Wp 1 Fp= #VALUE! *Wp| Fp max = 1.29 • Wp Fp max = 1.29 * Wp Fp min = 0.24 * Wp fVith Overstrength factor: Fp min = 0.24 * Wp With Overstrength factor: \Fp = 2.413 I Fp = WALUE! * i Armour Unsderfer Eng Inc., P.S., Job Number Project: Sur La Table Pg. No: 1 Address: Forum at Carlsbad, Carlsbad, CA Date: 12/1/14 Client: SKB Architects Job No.: 14353 , Forces per RMI Section 2 Shelf 971-SB Shelving braced by existing wall Sds= R= 0.804 6.5 Cs= Sds/R= 0.124 Min Cs=0.044* Sds= 0.035 MinCs=0.5*Sl/R= 0.035 forSl>0.6 Use Cs= Ip= V= Cs*Ip*Ws= 0.124 1.00 0.12 *Ws CASE TOP SHELF LOADED AT 100% CASE ALL SHELF LOADED AT 67% 971-SB Weight (Ib) CG (vert) (in) 971-SB Weight (lb) CG (vert) (in) Shelf Weight: 90.0 72.0 Shelf Weight: 90.0 72.0 Component #1: 20.0 108.0 Component #1: 13.4 108.0 Component #2: 20.0 96.0 Component #2: 13.4 96.0 Component #3: 20.0 84.0 Component #3: 13.4 84.0 Component #4: 20.0 72.0 Component #4: 13.4 72.0 Component #5: 20.0 60.0 Component #5: 13.4 60.0 Component #6: 20.0 48.0 Component #6: 13.4 48.0 Component #7: 20.0 36.0 Component #7: 13.4 36.0 Component #8: 20.0 24.0 Component #8: 13.4 24.0 Component #9: 20.0 12.0 Component #9: 13.4 12.0 Component #10: 0.0 0.0 Component #10: 0.0 0.0 Component #11: 0.0 0.0 Component #11: 0.0 0.0 Component #12: 0.0 0.0 Component #12: 0.0 0.0 Misc: 15.0 72.0 Misc: 15.0 72.0 Overall Weight = 285.0 lb Overall Weight = 225.6 lb Height = 120.0 in Height = 120.0 in Depth = 18.0 in Depth = 18.0 in Width = 42.0 in Width = 42.0 in CG (vert) = 64.4 in CG (vert) = 65.6 in w= v= 285.0 lb 0.12 *Ws 35.27 lb <-t 64.4 in -> 18.9 lb W= 225.6 lb V= 0.12 *Ws 27.92 lb ^ 120.0 in ^<^'^ 16.3 lb A' 65.6 in V 15.3 lb 120.0 in 12.7 lb Armour Unsderfer Eng, 555 116th Ave NE, Suite 118, Bellevue, WA 98004 (425) 614-0949 Project: Sur La Tabie Pg. No: z Adciress: Forum at Carlsbad, Carlsbad, CA Date: 10/3/14 Client: SKB Architects Job No.: 14353 Shelving braced by existing wall Sds= 0.804 R= 6.5 Cs= Sds/R= 0.124 Min Cs=0.044* Sds= 0.035 Min Cs=0.5*Sl/R= 0.035 forSl>0.6 Use Cs= 0.124 Ip= 1.00 V= Cs*Ip*Ws= 0.12 *Ws CASE TOP SHELF LOADED AT 100% CASE ALL SHELF LOADED AT 67% 971.SB-KC&KS Weight (lb) CG (vert) (in) 971-SB-KC&KS Weight (lb) CG (vert) (in) ShelfWeight 90.0 72.0 ShelfWeight: 90.0 72.0 Component #1 10.0 108.0 Component #1: 6.7 108.0 Component #2 10.0 96.0 Component #2: 6.7 96.0 Component #3 10.0 84.0 Component #3: 6.7 84.0 Component #4 10.0 72.0 Component #4: 6.7 72.0 Component #5 10.0 60.0 Component #5: 6.7 60.0 Component #6 10.0 48.0 Component #6: 6.7 48.0 Component #7 10.0 36.0 Component #7: 6.7 36.0 Component #8 10.0 24.0 Component #8: 6.7 24.0 Component #9 10.0 12.0 Component #9: 6.7 12.0 Component #10 0.0 0.0 Component #10: 0.0 0.0 Component #11 0.0 0.0 Component #11: 0.0 0.0 Component #12. 0.0 0.0 Component #12: 0.0 0.0 Misc: 15.0 72.0 Misc: 15.0 72.0 Overall Weight = 195.0 lb Overall Weight = 165.3 lb Height = 120.0 in Height = 120.0 in Depth = 18.0 in Depth = 18.0 in Width = 42.0 in Width = 42.0 in CG (vert) = 66.5 in CG (vert) = 67.6 in w= v= 195.0 lb 0.12 *Ws 24.13 lb <- 0^ t 66.5 in -> 13.4 lb W= V= 165.3 lb 0.12 *Ws 20.46 lb ^ 120.0 in -> 10.8 lb 67.6 in 11.5 lb 120.0 in k'^ > 8.93 lb Armour Unsderfer Eng, 555 116th Ave NE, Suite 118, Bellevue, WA 98004 (425) 614-0949 Project: Sur La Table Pg. No: Address: Forum at Carlsbad, Carlsbad, CA Date: 10/3/14 Client: SKB Architects Job No.: 14353 Wall Mounted Equipment Shelf 971-SB Wall Supported 59.59 ft Force Perp. to Wall Seismic: Wp = V= Fp= Conn 1 & 2: & Conn 3 & 4: & CASE TOP SHELF LOADED AT 100% 0.75 ft M H # Fasteners T&B: # Fasteners E.S.: mm min e ^ 1.50 ft w 0.00 ft 10.00 ft (Anchors) Side Elevation 285 lb 0.12 *W 86 Ib 266 Ib (Tension/Compression) 71 lb (Vertical Shear, DL) -202 Ib (Tension/Compression) 71 lb (Vertical Shear, DL) 3.50 ft 3.50 ft (Anchors) Force Parallel to Wall Seismic: Wp = Fp = Conn 1, 2, 3, & 4: & & 285 lb 86 lb (ASD) 20 lb/Conn (T/C) 21 lb (Horiz Shear) 71 lb (Vertical Shear, DL) Worst Case Connections: Force Perp. to Wall T/C = V = V = 266 lb (ASD) 0 lb (ASD) Horiz 71 lb (ASD) Vert Design Forces at Top 3 - # 8 Screws w/1" backing T/C = 266 lb VaIlow= 258 1b OK Q V (Horiz) = 21 lb Tallow = 421 lb OK t/3 < V(Vert)= Olb Unity = 0.71 OK Powers SD2 3/8" Dia, 2" Effective Embedment (4" min slab) Design Forces at Base Powers SD2 3/8" Dia, 2" Effective Embedment (4" min slab) T/C= 371.9 Ib Vallow = 0.38 k OK V (Horiz) = 29.95 lb Tallow = 0.45 k OK V (Vert) = 0 lb Unity = 0.91 OK Armour Unsderfer Eng, 555 116th Ave NE, Suite 118, Bellevue, WA 98004 (425) 614-0949 Project: 5™ La Table Pg. Klo: A, Address: Forum at Carlsbad, Carlsbad, CA Date: 10/3/14 Client: SKB Architects Job No.: 14353 Wall .Mounted Equipment Shelf 971-SB Wall Supported 59.59 ft Force Perp. to Wall Seismic: Wp = V= Fp = Conn 1 & 2: & Conn 3 & 4: & CASE ALL SHELF LOADED AT 67% 0.75 ft N H _ # Fasteners T&B: 2 # Fasteners E.S.: 2 Conn 1 & Conn Conn 3 & Conn 4 Conn 1 Conn 2 Conn 3 Conn 4 Side Elevation ^ 1.50 ft Front Elevation 10.00 ft 10.00 ft (Anchors) 226 Ib 0.12 *W 68 lb 210 lb (Tension/Compression) 56 Ib (Vertical Shear, DL) -160 lb (Tension/Compression) 56 lb (Vertical Shear, DL) 3.50 ft 3.50 ft (Anchors) Force Parallel to Wall Seismic: Wp = Fp = Conn 1,2, 3, & 4: & 226 lb 68 lb (ASD) 16 lb/Conn (T/C) 17 lb (Horiz Shear) 56 Ib (Vertical Shear, DL) Worst Case Connections: Force Perp. to Wall T/C \ 210 lb (ASD) 0 lb (ASD) Horiz 56 lb (ASD) Vert Design Forces at Top 2 - # 8 Screws w/1" backing T/C= 210 1b Vallow = 172 lb OK Q V (Horiz) = 19 1b Tallow = 281 lb OK < V (Vert) = 0 lb Unity = 0.86 OK Powers SD2 3/8" Dia, 2" Effective Embedment (4" min slab) Design Forces at Base Powers SD2 3/8" Dia, 2" Effective Embedment (4" min slab) LRFD T/C = 294.4 Ib V (Horiz) = 30 lb V (Vert) = 0 lb Vallow = 0.38 k OK Tallow = 0.45 k OK Unity = 0.74 OK Armour Unsderfer Eng, 555 116th Ave NE, Suite 118, Bellevue, WA 98004 (425) 614-0949 Project: Sur LaTaEle Pg. Klo: 5> Address: Forum at Carlsbad, Carlsbad, CA Date: 10/3/14 Client: SKB Architects Job No.: 14353 Wall Mounted Equipment Shelf 971-SB-KC&KS Wall Supported 66.46 ft Force Perp. to Wall Seismic: Wp = V= Fp= Conn 1 & 2: & Conn 3 & 4: & CASE TOP SHELF LOADED AT 100% 0.75 ft N H # Fasteners T&B: 2 # Fasteners E.S.: 2 Side Elevation ^ 1.50 ft w Front Elevation 10.00 ft 10.00 ft (Anchors) 195 lb 0.19 *W 59 lb 202 lb (Tension/Compression) 49 lb (Vertical Shear, DL) -158 lb (Tension/Compression) 49 lb (Vertical Shear, DL) 3.50 ft 3.50 ft (Anchors) Force Parallel to Wall Seismic: Wp = Fp = Conn 1,2,3,&4: & & 195 lb 59 Ib (ASD) 14 lb/Conn (T/C) 15 lb (Horiz Shear) 49 lb (Vertical Shear, DL) Worst Case Connections: Force Perp. to Wall T/C = V = V = 202 lb (ASD) 0 lb (ASD) Horiz 49 lb (ASD) Vert Design Forces at Top 2 - # 8 Screws w/1" backing T/C = 202 lb Vallow = 172 lb OK Q V (Horiz) = 19 1b Tallow = 281 lb OK c/3 < V (Vert) = 0 lb Unity = 0.83 OK Powers SD2 3/8" Dia, 2" Effective Embedment (4" min slab) Design Forces at Base Powers SD2 3/8" Dia, 2" Effective Embedment (4" min slab) LRFD T/C = 282.7 Ib V (Horiz) = 30 lb V (Vert) = 0 lb Vallow = 0.38 k OK Tallow = 0.45 k OK Unity = 0.71 OK Armour Unsderfer Eng, 555 116th Ave NE, Suite 118, Bellevue, WA 98004 (425)614-0949 Sur La Table Project: Address: Client: Forum at Carlsbad, Carlsbad, CA SKB Architects Pg- No: ^ Date: 10/3/14 Job No.: 14353 Wall.Mounted Equipment Shelf 97 l-S-KC&KS Wall Supported 66.46 ft Force Perp. to Wall Seismic: Wp = V= Fp = Conn I & 2: & Conn 3 & 4: & CASE ALL SHELF LOADED AT 67% 0.75 ft N •! # Fasteners T&B: 2 # Fasteners E.S.: 2 Conn 2 Side Elevation Front Elevation Conn 4 10.00 ft 10.00 ft (Anchors) 1.50 ft 165 lb 0.19 *W 50 lb 171 lb (Tension/Compression) 41 lb (Vertical Shear, DL) -134 lb (Tension/Compression) 41 Ib (Vertical Shear, DL) 3.50 ft 3.50 ft (Anchors) Force Parallel to Wall Seismic: Wp = Fp = Conn I,2,3,&4: & & 165 lb 50 lb (ASD) 12 lb/Conn (T/C) 12 lb (Horiz Shear) 41 lb (Vertical Shear, DL) Worst Case Connections: Force Perp. to Wall T/C V V 171 lb (ASD) 0 lb (ASD) Horiz 41 Ib (ASD) Vert Design Forces at Top 2 - # 8 Screws w7 1" backing T/C= 171 Ib Vallow = 172 lb OK Q V (Horiz) = 19 lb Tallow = 281 lb OK c/3 < V (Vert) = 0 lb Unity = 0.72 OK Powers SD2 3/8" Dia, 2" Effective Embedment (4" min slab) Design Forces at Base Powers SD2 3/8" Dia, 2" Effective Embedment (4" min slab) Q fe -J T/C = 239.6 Ib V (Horiz) = 30 lb V (Vert) = 0 lb Vallow = 0J8 k OK Tallow = 0.45 k OK Unity = 0.61 OK Armour Unsderfer Eng, 555 116th Ave NE, Suite 118, Bellevue, WA 98004 (425)614-0949 Project: Sur La Table Address: Forum at Carlsbad, Carlsbad, CA Client: SKB Architects Pg. No: 7 Date: 10/3/14 Job No.: 14353 Free Standing Shelves 1848 & 1842 Tall 2.00 ft 0.75 ft 6.02 ft Force Parallel to Front Seismic: Elev. Wp = Horiz: Fp = Vert: Fp = 4.00 ft (Shelf) 3.00 ft (Anchors) 1845 lb 676 Ib (ASD) 300 lb (ASD) 1.50 ft(ShelO 2.00 ft (Anchors) Interior Pressure: Area = F = 29.50 ft^2 148 Ib(ASD) Mo= 4291 Ib-ft Mr= 830 Ib-ft Mr/Mo = 0.19 Need Uplift Anchor Mo = Mr = Mr/Mo = 544 Ib-ft 830 Ib-ft 1.53 OK LRFD: Force Parallel to Side Elev. Uplift: Shear: Seismic: Wp = Horiz: Fp = Vert: Fp = 2381 lb 473 lb/side Load Governs See Hilti Output 1845 lb 676 lb (ASD) 300 Ib (ASD) LRFD: Uplift: Shear: 87 lb 118 Ib/side Interior Pressure: Area = F = 11.06 ft^2 55 lb (ASD) Mo = 4667 Ib-ft Mr= 2214 Ib-ft Mr/Mo = 0.47 Need Uplift Anchor Mo Mr Mr/Mo • 204 Ib-ft 2214 Ib-ft 10.85 OK LRFD: Uplift: Shear: 1071 lb 473 Ib/side LRFD: Uplift: Shear: -929 Ib 44 Ib/side Connection Design: Short Side: Long Side: # Conn/Side: 4 # Conn/Side: 4 T= 0.60 k T= 0.27 k V = 0.08 k V = 0.08 k (2) Powers SDl 3/8" Dia, 2" Eff. Embed. (3 3/4" O.C.) (4" min slab) Vallow = 0.90 k OK Tallow = 0.83 k OK Unity = 0.80 OK Armour Unsderfer Eng Inc., P.S., 555 116th Ave. NE, Suite 118, Bellevue, WA 98004 (206) 614-0949 Project: Sur La Table Pg. No: 6 Address: Forum at Carisbad, Carisbad, CA Date: 10/3/14 Client: SKB Architects Job No.: 14353 Check base plate ductile failure governs over concrete break out Clip Bending: 1/4" Pl t= 0.125 in b= 2.75 in Zy= 0.0107 in'^a Fy= 38000 psi worst case Myield= 408.2 Ib-in Ratio of expected yield str/ minimum specified yield str, Ry= 1.4 Moment at Ductile Yielding= 571 Ib-in distance b/w anchor= 5 in Equivalent tensile force= 914 1b < anchorage Capacity, steel yeilding governs Appendix D D3.5.5 applies See Power Output Armour Unsderfer Eng Inc., P.S., 555 116th Ave. NE, Suite 118, Bellevue, WA 98004 (206) 614-0949 Project: Sur La Table Address: Forum at Ceirlsbad, Carlsbad, CA Client: SKB Architects Pg. No: <^ Date: 10/3/14 Job No.: 14353 Reduce design strength by 0.75 Anchors for 1848 D3.3.3 Tension Load= 509 # Goveming Cap= 1107 x 0.75 = 830 # Check unity= 0.613 OK Shear Load= 178 # Goveming Cap= 1262 x 0.75 = 947 # Check unity= 0.188 OK Combined Tension and Shear Loads 509 + 178 = 0.80 < 1.2 OK 830 947 Not Used Tension Load= 273 # Goveming Cap= 2149 x 0.75 = 1612 # Check unity= 0.169 OK Shear Load= 141 # Goveming Cap= 2314 x 0.75 = 1736 # Check unity= 0.081 OK Combined Tension and Shear Loads 273 + 141 = 0.25 < 1.2 OK 1612 1736 Armour Unsderfer Eng Inc., P.S., 555 116th Ave. NE, Suite 118, Bellevue, WA 98004 (206)614-0949 Project: Sur 1.3 Table Pg. No: 1^ Address: Fomm at Carlsbad, Carlsbad, CA Date: 10/3/14 Client: SKB Architects Job No.: 14353 Check existing Slab to distribute load fi'om racks Assume slab fc - 2500 psi ( assumed) modulus of mpture, 7*sqrt( fc')= 350 psi width= 1 in thicknessof slab, t= 4 in (assumed) S= 2.67 in^3 Bending Cap based on modulus of mpture, Mcap= 933 #-in Allowable bearing pressure= 500 psf load,p= 41.7 plf = 3.47 p/in Slab can distribute load upto length, sqrt(Mcap*2/p)= 23.2 in each side of the point load bearing area= 2150 sqin Point load cap of Slab= 7467 # Free Standing Shelves 1848 «fc 1842 Tall Total Down ward load( ASD) Rx fi-om OT= 1016 # Rx fi-on Vert Seismic= 75 # Rx fi-om DL= 461.3 # 1553 # OK Area required= 3.106 sqft distance from crack or joint= 11 in Free Standing Equipment 1848 & 1836 Low Total Dovra ward load( ASD) Rx from 0T= 763.4 # Rx fron Vert Seismic= 109 # RxfromDL= 672.5 # 1545 # OK Area required= 3.091 sqft distance from crack or joint= 11 in Free Standing Equipment 12x60 Static Total Down ward load( ASD) RxfromOT= 253.6 # Rx fron Vert Seismic= 45 # RxfromDL= 275 # 573 # OK Area required= 1.147 sqft Armour Unsderfer Eng Inc., P.S., 555 116th Ave. NE, Suite 118, Bellevue, WA 98004 (206)614-0949 Project: Sur La Table Pg. No: \0 Address: Fomm at Carlsbad, Carlsbad, CA Date: 10/3/14 Client: SKB Architects Job No.: 14353 PDA p Version: 2.1.5253.14177 I Company name: Armour Unsderfer Engr ' Project: SLT Carlsbad Project number: 14353 Date: 9/30/2014 Page: 1/6 PROJECT DATA: Company name: Armour Unsderfer Engr Project name: SLT Carlsbad Name of the project engineer: K Chan Topic: Fixture anchorage - Single Post Project description: Remarks: 1^ Input data and results must bs checked for agreement with the existing circumstances, the standards and guidelines and must tie checlced for plausibility. www.powers.com - Powers Fasteners (see website for regional contact info). PPA Po-'^^'s Design Assia' Company name: Armour Unsderfer Engr SLT Carlsbad 14353 Date: 9/30/2014 Page: 2/6 Version: 2.1.5253.14177 Project: Project number: Armour Unsderfer Engr SLT Carlsbad 14353 Date: 9/30/2014 Page: 2/6 GEOMETRY: 380 f LOAD ACTIONS: flbl- [ft-lbl M ay v.. X Design loads / actions Nu 380 Vux 170 Vuy 200 Mux 0 Muy 0 Muz 0 Eccentric profile ex = 0.00 inch; ey = 0.00 inch Input data and resuKs must be ctiecked for agreement with the existing circumstances. Ihe standards and guidelines and musl be checked for plausibility. www.powers.coni - Powers Fasteners (see website for regional contact info). PDA p Version: 2.1.5253.14177 I Company name: Armour Unsderfer Engr ' Project: SLT Carlsbad Project number: 14353 Date: 9/30/2014 Page: 3/6 SUMMARY: Selected anchor: Effective embedment depth: Approval: Basic principles design: Power-Stud+ SD2 - 3/8" (2.00); hnom 2-3/8", Grade 2 hef = 2.000 inch ESR-2502 (5/1/2012) Issued: 5/1/2012 Design method: Concrete: Load combination: Reinforcement: Stand-off: Seismic Loads: Resulting anchor forces / load distribution: ACI 318-08 (Appendix D) Normal weight concrete, cracked concrete, f 'c = 2500 psi taken from Section 9.2 none edge reinforcement or < #4 bar Condition B not existent No Anchor No. #1 #2 Maximum Tension load 190 Ib 190 Ib 190 Ib Shear load 131 Ib 131 ib 131 Ib Max. concrete compression strain: 0.00 %o Max. concrete compression stress: 0 psi Resulting tension force: 380 Ib Resulting compression force: 0 Ib Calculations: Design proof Tension load Shear load Interaction Demand 190 Ib 262 Ib Capacity 1407 Ib 3085 Ib status 0.14 < 1.0 0.09 < 1.0 0.18< 1.0 OK Anchor plate: Profile: Material: Length x wfidth: Actual plate thickness: Calculated plate thickness: none selected fyk = 36000 psi 7.00 inch x 2.50 inch 0.250 inch not calculated 14 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines and must be checlted for plausibility. www.powers.com - Powers Fasteners (see websKe for regional contact Info). PDAP Version: 2.1.5253.14177 ! Company name: Armour Unsderfer Engr ' Project: SLT Carlsbad Project number: 14353 Date: 9/30/2014 Page: 4/6 DESIGN PROOF TENSION LOADING: Steel strength: Nsa Nua Design proof: Concrete strength: hef kc Nb ANCO ANC ^>ec.N,x ifed.N ^c.H Cac Ca.min M^cp.N <t> * Ncbg Nua Design proof: Pullout / Bond strength: Np.cr 0*Npn Nua Design proof: = 6625 Ib = 4) * Nsa = 0-75 * 6625 Ib = 4969 lb = 190 Ib Nua / * Nsa) = 190 / 4969 Ib = 0.04 < 1.00 = 2.000 inch = 17.0 = kc * fc'0-5 * hef1-5 = 17.0 * 50.00 * 2.828 = 2404 Ib = 36.00 inch' = 66.00 inch' = 1.000 = 1.000 = 1.000 = 1.00 = 6.50 inch = 8.00 inch = 1.000 = <l> * (ANC ' ANCO) * tiJec,N,x * ^ec,N,y * Ved.N * Vc.N * Vcp.N * Nb = 0.65 * (66.00 / 36.00) * 1.000 * 1.000 * 1.000 * 1.00 * 1.000 * 2404 Ib = 2865 Ib = 380 ib Nua / * Ncbg) = 380 lb / 2865 Ib = 0.13 S 1.00 = 2165 Ib = O * (fc / 2500) ' n * Np,cr = 0.65 * (2500 / 2500) " 0.33 * 2165 = 1407 Ib = 190 Ib Nua / (* * Npn) = 190 lb / 1407 Ib = 0.14 < 1.00 Reference D.5.1 0.6.1.2 D.5.2.2 D.5.2.4 D.5.2.4 D.5.2.5 D.5.2.6 D.5.2.7 D.5.2.1 D.5.3.2 19 input data and results must be checked for agreemenl with the existing circumstances, the standards and guidelines and must be checked for plausibility. ivww.powers.cam - Powers Fasteners (see websHe for regional contact info). PDA Version: 2.1.5253.14177 I Company name: Armour Unsderfer Engr ' Project: SLT Carlsbad Project number: 14353 Date: 9/30/2014 Page: 5/6 DESIGN PROOF SHEAR LOADING: Steel strength (without lever arm): V = 31151b Vsa Vsa Vua Design proof: = O * Vsa = 0.65 * 31151b = 2025 lb = 131 Ib Vua / («t> * Vsa) = 131 lb / 2025 Ib = 0.06 < 1.00 Concrete breakout strength, direction y- le do Cal Vb AvcO Ave M^ed.V ^a.V iPcV U'h.V Vcb Vua Design proof: = 2.00 inch = 0.38 inch = 8.00 inch = 7*(le/clo)0-2*doO-5*fc'0.5*Cal''-5 = 7 * 1.398 * 0.612 * 50.000 * 22.63 = 6778 Ib = 288.00 inch' = 96.00 inch' = 1.000 = 2.000 = 1.000 1.732 = ^ * (Ave / Avco) * Ifed,V * ifa.V * Vc,V * iPh.V * Vb = 0.70 * (96.00/288.00) * 1.000 * 2.000 * 1.000 * 1.732 * 6778 Ib = 5479 Ib = 85 lb Vua / {<i> * Vcbg) = 85 lb / 5479 Ib = 0.02 < 1.00 Reference D.6.1 D.6.1.2 D.6.2 D.6.2,6 D.6.2.1C D.6.2.7 D.6.2.8 D.6.2.1 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines and must be checked for plausibility. iivww.powers.coni - Powers Fasteners (see webstte for regional contact info). PDA p Version: 2.1.5253.14177 [ Company name: Armour Unsderfer Engr ' Project: SLT Carlsbad Project number: 14353 Date: 9/30/2014 Page: 6/6 Pryout strength: hef kc Nb ANC ANCO ifecN.x Ca.min ifed.N H'cp.N 4Jc,N kcp <^ * Vcpg Vua Design proof: = 2.000 inch = 17.0 = kc * fc' 0-5 * hef 1-5 = 17.0 * 50.00 * 2.828 = 2404 lb = 66.00 inch' = 36.00 inch' = 1.000 = 1.000 = 8.00 inch = 1.000 = 1.000 = 1.000 = 1.0 = 0* (ANC /ANCO) * VecN.x * Vec.N.y * Ved.N* Vcp.N * Vc.N * Nb* kcp = 0.70 * (66.00 / 36.00) * 1.000 * 1.000 * 1.000 * 1.000 * 1.000 * 2404 Ib * 1.0 = 3085 Ib = 262 Ib Vua / (<f * Vcp) = 262 Ib / 3085 lb = 0.09 S 1.00 D.5.2.2 D.5.2.4 D.5.2.4 D.5.2.5 D.5.2.7 D.5.2.6 D.6.3.1 COMBINATION TENSION / SHEAR LOAD: Interaction: Design proof: (Ny / (O* Nn) + Vy / (O* Vn)) / 1.2 = (0.14 + 0.09)/1.2 = 0.18 < 1.0 Fastening ok! WARNINGS / REMARKS: n Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines and must be checked for plausibility. www.pawers.com - Powers Fasteners (see website for regional contact Info). PDA p Version: 2.1.5253.14177 I Company name: Armour Unsderfer Engr ' Project: SLT Carlsbad Project number: 14353 Date: 9/30/2014 Page: 1/6 PROJECT DATA: Company name: Armour Unsderfer Engr Project name: SLT Carlsbad Name of the project engineer: K Chan Topic: Fixture anchorage - Single Post Tall Metro Project description: Remarks: Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines and must be checked for plausibility. www.powers.com - Powers Fasteners (see website for regional contact info). PDA Powers Design Assist" Version: 2.1.5253.14177 Company name: Armour Unsderfer Engr Project: SLT Carlsbad Project number: 14353 Date: 9/30/2014 Page: 2/6 GEOMETRY: LOAD ACTIONS: Hb]. fft-lb] M iiy '5 ' '• ' X Design loads / actions Nu 1070 Vux 473 Vuy 200 Mux 0 Muy 0 Muz 0 Eccentric profile Bx = 0.00 inch; ey = 0.00 inch Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines and must be checked for plausibility. Mww.powers.com - Powers Fasteners (see website for regional contact Info). PDA Version: 2.1.5253.14177 I Company name: Armour Unsderfer Engr ' Project: SLT Carlsbad Project number: 14353 Date: 9/30/2014 Page: 3/6 SUMMARY: Selected anchor: Effective embedment depth: Approval: Basic principles design: Power-Stud+ SD2 - 3/8" (2.00); hnom 2-3/8", Grade 2 hef = 2.000 inch ESR-2502 (5/1/2012) Issued: 5/1/2012 Design method: Concrete: Load combination: Reinforcement: Stand-off: Seismic Loads: Resulting anchor forces / load distribution: ACI 318-08 (Appendix D) Normal weight concrete, cracked concrete, f'c = 2500 psi fallen from Section 9.2 none edge reinforcement or < #4 bar Condition B not existent No Max. concrete compression strain: Max. concrete compression stress: Resulting tension force: Resulting compression force: 0.00 %o 0 psi 1070 Ib Olb Calculations: Design proof Tension load Shear load Interaction Demand 1070 Ib 5141b Anchor No. #1 #2 #3 #4 Maximum Tension load 268 Ib 268 Ib 268 Ib 268 Ib 268 Ib Shear load 128 Ib 128 Ib 128 Ib 128 Ib 128 Ib Capacity 5252 Ib 5656 Ib Status 0.20 S 1.0 0.09 s 1.0 0.25 £ 1.0 OK Anchor plate: Profile: Material: Length x width: Actual plate thickness: Calculated plate thickness: none selected fyk = 36000 psi 7.00 inch x 7.00 inch 0.250 inch not calculated 20 Input data and resuHs must be checked for agreement with the existing circumstances, the standards and guidelines and must be checked for plausibility. Mnivw.powers.com - Powers Fasteners (see website for regional contact info). PDA p Version: 2.1.5253.14177 I Company name: Armour Unsderfer Engr ' Project: SLT Carlsbad Project number: 14353 Date: 9/30/2014 Page: 4/6 DESIGN PROOF TENSION LOADING: Steel strength: Nsa Nua Design proof: Concrete strength: hef kc Nb ANCO ANC iPed.N IfcN Cac Ca.min M^cp.N <D * N cbg N ua Design proof: Pullout / Bond strength: Np.cr Nua Design proof: = 6625 Ib = <J> * Nsa = 0.75 * 6625 ib = 4969 Ib = 268 Ib Nua / * Nsa) = 268 Ib / 4969 Ib = 0.05 < 1.00 = 2.000 inch = 17.0 = kc * fc' 0-5 * hef 1-5 = 17.0 * 50.00 * 2.828 = 2404 Ib = 36.00 inch^ = 121.00 inch^ = 1.000 = 1.000 = 1.000 = 1.00 = 6.50 inch = 8.00 inch = 1.000 = O * (ANC / ANCO) * l)Jec,N,x * fec.N.y * Ved.N * M^cN * Ifcp.N * Nb = 0.65 * (121.00 / 36.00) * 1.000 * 1.000 * 1.000 * 1.00 * 1.000 * 2404 Ib = 5252 Ib = 1070 Ib Nua / * Ncbg) = 1070 lb / 5252 lb = 0.20 < 1.00 = 2165 Ib = <t>*(fc/2500)'>n*Np,cr = 0.65 * (2500 / 2500) '0.33 * 2165 = 1407 Ib = 268 Ib Nua / * Npn) = 268 lb / 1407 Ib = 0.19 < 1.00 Reference D.5.1 D.5.1.2 D.5.2.2 D.5.2.4 D.5.2.4 D.5.2.5 D.5.2.6 D.5.2.7 D.5.2.1 D.5.3.2 2/ Input data and results must be checked for agreement with the existing circumstances, the standards ar>d guidelines and must be checked for plausibility. Hrww.powers.com - Powers Fasteners (see website for regional contact Info). PDA p Version: 2.1.5253.14177 I Company name: Armour Unsderfer Engr ' Project: SLT Carlsbad Project number: 14353 Date: 9/30/2014 Page: 5/6 DESIGN PROOF SHEAR LOADING: Steel strength (without lever arm): Vsa = 31161b 'I'* Vsa Vua Design proof: = CD * Vsa = 0.65 * 31151b = 2025 Ib = 128 lb Vua I (<t> * Vsa) = 128 lb / 2025 Ib = 0.06 < 1.00 Concrete breakout strength, direction y-: •a do Cal Vb AvcO Ave iPed.V ifa.V iCc.V iPh.V <t>* Vcbg Vua Design proof: = 2.00 inch = 0.38 inch = 8.00 inch = 7*(le/clo)0-2*doO-5*fc0.5*Cai1-5 = 7 * 1.398 * 0.612 * 50.000 * 22.63 = 6778 Ib = 288.00 inch^ = 116.00 inch^ = 1.000 = 2.000 = 1.000 = 1.000 1.732 = <t> * (Ave / AvcO) * yJed.V * t*'a,V * ll^ec.V * M^cV * iCh.V * Vb = 0.70 * (116.00 / 288.00) * 1.000 * 2.000 * 1.000 * 1.000 * 1.732 * 6778 lb = 6620 Ib = 237 Ib Vua / * Vcbg) = 237 Ib / 6620 lb = 0.04 < 1.00 Reference D.6.1 D.6.1.2 D.6.2 D.6.2.6 D.6.2.1C D.6.2.5 D.6.2.7 D.6.2.8 D.6.2.1 P2. Input data and resuKs must t>e checked for agreement with the existing circumstances, the standards and guidelines and must be checked tor plausibility. www.pawere.com - Powere Fastenere (see websKe for regional contact Info). PDA Version: 2.1.5253.14177 [ Company name: Armour Unsderfer Engr Project: SLT Carlsbad Project number: 14353 Date: 9/30/2014 Page: 6/6 Pryout strength: hef kc Nb ANC ANCO l|'ec,N,y Ca.min M^ed.N M^cp.N l|Jc,N kcp * * Vcpg Vua Design proof: = 2.000 inch = 17.0 = kc * fc' 0-5 * hef 1-5 = 17.0 * 50.00 * 2.828 = 2404 Ib D.5.2.2 = 121.00 inch^ = 36.00 inch^ = 1.000 D.5.2.4 = 1.000 D.5.2.4 = 8.00 inch = 1.000 D.5.2.5 = 1.000 D.5.2.7 = 1.000 D.5.2.6 = 1.0 D.6.3.1 = * * (ANC / ANCO) * iPec,N,x * IfecN.y * iPed.N * <Vcp,N * M^c.N * Nb * kcp = 0.70 * (121.00 / 36.00) * 1.000 * 1.000 * 1.000 * 1.000 * 1.000 * 2404 Ib * 1.0 = 5656 Ib = 514 Ib Vua / * Vcp) = 514 lb / 5656 lb = 0.09 < 1.00 COMBINATION TENSION / SHEAR LOAD: Interaction: Design proof: (Nu / (O * Np) + Vu / (4) * Vp)) / 1.2 = (0.20 + 0.09) / 1.2 = 0.25 < 1.0 Fastening ok! WARNINGS / REMARKS: Input data and resuHs must be checked for agreement with the existing circumstances, the standards and guidelines arvi must be checked for plausibility. Mnww.powers.com - Powers Fasteners (see webstte for regional contact Info). PDA Version: 2.1.5253.14177 I Company name: Armour Unsderfer Engr ' Project: SLT Carlsbad Project number: 14353 Date: 9/30/2014 Page: 1/6 PROJECT DATA: Company name: Armour Unsderfer Engr Project name: SLT Carlsbad Name of the project engineer: K Chan Topic: Fixture anchorage - Double Post Tall Metro Project description: Remarks: ^4^ Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines and must k>e checked for plausibility. ifww.powers.coin - Powers Fasteners (see website for regional contact info). PP/\ Powers Design Assist* Company name: Armour Unsderfer Engr Version: 2.1.5253.14177 Project: Project number: SLT uarlsbad 14353 Date: 9/30/2014 Page: 2/6 GEOMETRY: LOAD ACTIONS: Flbl. fft-lb] z Y Muy Design loads / actions Nu 2014 Vux 946 Vuy 200 Mux 0 Muy 0 Muz 0 Eccentric profile ex = 0.00 inch; ey = 0.00 inch Input data and results musl be checked for agreement with the existing circumstances, the standards and guidelines and must be checked for plausibility. 2^ www.powers.com - Powers Fasteners (see website for regional contact Info). PDA p Version: 2.1.5253.14177 I Company name: Armour Unsderfer Engr ' Project: SLT Carlsbad Project number: 14353 Date: 9/30/2014 Page: 3/6 SUMMARY: Selected anchor: Effective embedment depth: Approval: Basic principles design: Povi/er-Stud+ SD2 - 3/8" (2.00); hnom 2-3/8", Grade 2 hef = 2.000 inch ESR-2502 (5/1/2012) Issued: 5/1/2012 Design method: Concrete: Load combination: Reinforcement: Stand-off: Seismic Loads: Resulting anchor forces / load distribution: ACI 318-08 (Appendix D) Normal weight concrete, cracked concrete, f'c taken from Section 9.2 none edge reinforcement or < #4 bar Condition B not existent No 2500 psi Max. concrete compression strain: Max. concrete compression stress: Resulting tension force: Resulting compression force: 0.00 %o 0 psi 20141b Olb Calculations: Design proof Tension load Shear load Interaction Demand 2014 Ib 967 Ib Anchor No. Tension load Shear load #1 336 Ib 161 Ib #2 3361b 161 Ib #3 336 Ib 161 Ib #4 3361b 161 Ib #5 336 Ib 161 Ib #6 336 Ib 161 Ib Maximum 336 Ib 161 Ib Capacity 7640 Ib 8228 lb Status 0.26 < 1.0 0.12^ 1.0 0.32 s 1.0 OK Anchor plate: Profile: Material: Length x width: Actual plate thickness: Calculated plate thickness: none selected fyk = 36000 psi 12.00 inch X 7.00 inch 0.250 inch not calculated Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines and must be checked for plausibility. imw.powers.coin - Powers Fasteners (see websKe for regional contact info). PDAP Version: 2.1.5253.14177 I Company name: Armour Unsderfer Engr ' Project: SLT Carlsbad Project number: 14353 Date: 9/30/2014 Page: 4/6 DESIGN PROOF TENSION LOADING: Steel strength: Nsa O * Nsa Nua Design proof: Concrete strength: hef kc Nb ANCO ANC *fec,N,x M^ec.N.y Ifc.N Cac Ca.min iPcp.N <t> * Ncbg Nua Design proof: Pullout / Bond strength: Np,cr <f *Npn Nua Design proof: = 6625 Ib = O * Nsa = 0.75 * 6625 Ib = 4969 lb = 336 Ib Nua / * Nsa) = 336 Ib / 4969 Ib = 0.07 < 1.00 = 2.000 inch = 17.0 = kc * fc'0-5 * hef 1-5 = 17.0 * 50.00 * 2.828 = 2404 Ib = 36.00 inch^ = 176.00 inch^ = 1.000 = 1.000 = 1.000 = 1.00 = 6.50 inch = 8.00 inch = 1.000 = * * (ANC /ANCO) * >t"ec,N,x * Vec.N.y * <VeaM * Vc,N * Vcp.N * Nb = 0.65 * (176.00 / 36.00) * 1.000 * 1.000 * 1.000 * 1.00 * 1.000 * 2404 Ib = 7640 lb = 2014 Ib Nua / * Ncbg) = 2014 lb / 7640 lb = 0.26 S 1.00 = 2165 lb = <D * (fc / 2500) " n * Np,cr = 0.65 * (2500 / 2500) " 0-33 * 2165 = 1407 Ib = 336 lb Nua / (<!' * Npn) = 336 Ib / 1407 Ib = 0.24 < 1.00 Reference D.5.1 D.5.1.2 D.5.2.2 D.5.2.4 D.5.2.4 D.5.2.5 D.5.2.6 D.5.2.7 D.5.2.1 D.5.3.2 ^7 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines and must be checked for plausibility. www.powers.cafn - Powers Fasteners (see websKe for regional contact info). PDA Version: 2.1.5253.14177 I Company name: Armour Unsderfer Engr I Project: SLT Carlsbad Project number: 14353 Date: 9/30/2014 Page: 5/6 DESIGN PROOF SHEAR LOADING: Steel strength (without lever arm): Vs- = 31151b ' sa <t>*Vsa Vua Design proof: <t> * V sa 0.65 * 31151b = 2025 Ib = 161 Ib Vua / (* * Vsa) = 161 lb / 2025 lb = 0.08 ^ 1.00 Concrete breakout strength, direction y-: le do Ca1 Vb AvcO Ave M^ed.V iPecV ifcV 4Jh,V <f *Vcbg Vua Design proof: = 2.00 inch = 0.38 inch = 8.00 inch = 7 * Oe / do)0-2 * doO.5 * f^' 0.5 * Cai1-5 = 7 * 1.398 * 0.612 * 50.000 * 22.63 = 6778 Ib = 288.00 inch^" = 116.00 inch^ = 1.000 = 2.000 = 1.000 = 1.000 1.732 = <i> * (Ave / Avco) * MJed.V * l|Ja,V * if ec,V * if e,V * if h,V * Vfa = 0.70 * (116.00 / 288.00) * 1.000 * 2.000 * 1.000 * 1.000 * 1.732 * 6778 Ib = 6620 Ib = 315 lb Vua / * Vcbg) = 315 Ib / 6620 lb = 0.05 < 1.00 Reference D.6.1 D.6.1.2 D.6.2 D.6.2.6 D.6.2.1C D.6.2.5 D.6.2.7 D.6.2.8 D.6.2.1 Input data and results must be chedted for agreement with the existing circumstances, the standards and guidelines and must be checked for plausibility. www.powers.cofn - Powers Fasteners (see website fbr regional contact info). PDA Version: 2.1.5253.14177 I Company name: Armour Unsderfer Engr ' Project: SLT Carlsbad Project number: 14353 Date: 9/30/2014 Page: 6/6 Pryout strength: hef kc Nb ANC ANCO lfec,N,x ifec.N.y Ca.min Ifed.N fcp.N Ifc.N kcp <J> * Vcpg V ua Design proof: = 2.000 inch = 17.0 = kc * fc' 0-5 * hef1-5 = 17.0 * 50.00 * 2.828 = 2404 lb D.5.2.2 = 176.00 inch^ = 36.00 inch^ = 1.000 D.5.2.4 = 1.000 D.5.2.4 = 8.00 inch = 1.000 D.5.2.5 = 1.000 D.5.2.7 = 1.000 D.5.2.6 = 1.0 D.6.3.1 = <l>* (ANC /ANCO) * MJec,N,x * Vec,N,y * >l'ed,N * U'cp,N * VcN * Nb* kcp = 0.70 * (176.00 / 36.00) * 1.000 * 1.000 * 1.000 * 1.000 * 1.000 * 2404 Ib * 1.0 = 8228 Ib = 967 lb Vua I («" * Vcp) = 967 Ib / 8228 Ib = 0.12 < 1.00 COMBINATION TENSION / SHEAR LOAD: Interaction: Design proof: (Ny / (O * Np) + / (O * Vp)) / 1.2 = (0.26 + 0.12) / 1.2 = 0.32 <, 1.0 Fastening ok! WARNINGS / REMARKS: Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines and must be checked for plausibility. Nww.powers.com - Powers Fasteners (see website for regional contact info). Wind Loads - Rooftop Mechanical Units Sheet] Start RTU ASCE 7-10 Cliapter 29.5.1 - Rooftop Equipment for Buildings with h<60ft Wind Envelope Design Summary Risk Category: II V: 110 mph Exposure Category: B Hurricane Region: No Unit Designation: MAU-01 Length Building Length Building Width Building Height 140.00 126.00 28.00 ft ft ft Longer Dimension Shorter Dimension Unit Exposure Category: B Section 26.7.3 Mechanical Unit & Building Design Criteria Unit Location: On Building RTU Height: 28 ft Unit Dimensions Length (Lm); 9.<7 ft Unit Design Forces Lm t Wm Fx Plan Elevation Width, (Wm)i 3.75 ft Width Htm ! Mean Ht Height, (Htm); 3.75 ft Cnrb Height: 1.15 Long Side Parallel To: Long Building Axis O.lBh: 392 0.1 BL: 1764 Lateral Force F = q,(GQ)Af 18.1 GC,: 1.9 Af: 36.2625 1 Eq. 29.5-2 psf Design Wind, Fy: 1,246 lbs Short Side Parallel To: Short Building Axis O.lBh 0.1 BL 352.8 1764 Lateral Force F = qh(GCr)Af Eq. 29.5-2 qn: 18.1 psf GC,: 1.9 Af: 14.0625 sq ft Design Wind, Fx: 483 lbs Uplift O.IBL: 1764 BL: 17640 Uplift Force F = qh(GC,)A, Eq. 29.5-3 18.1 psf GC,: 1.5 36.2625 sqft Design Uplift: 984 lbs Armour Unsderfer Eng Inc., P.S., 555 116th Ave. NE, Suite 118, BeUevue, WA 98004 (425) 614-0949 IProject: Sur La Table Pg. No: 30 Address: Forum at Carlsbad, Carlsbad, CA Date: 12/1/14 Client: SKB Architects Job No.: 14353 Mechanical Unit Loading and Anchorage Design Sheet 1 Start RTU Roof Geometry and RTU Location I Joist Length; 25.00 ft Distance: 2.33 ft zr Unit Weight: 1380 lbs [W/ Curb Adaptor SSTJST® 2.00 ft O.C. Expected Unit Weight: 0 lbs Per Struct Drawings Old unit Balance: 1380 lbs Existing Joist Analysis - Joist Type and Capacity Known Dead Load: 15.0 psf Analysis of Existing ME Unit to be replaced Roof Live Load: 20.0 psf Total Load: 35.0 psf Unit Weight: 0 Joist End Reaction: 0 lbs lbs Live Load Type: Rain Max. Shear: 0 lbs 1/2 Unit on Support?: Yes Max. Moment: 0 Shear (co): 0.0 Moment (co): 0.0 Ib-ft plf plf Dead Load (co): 30.0 pf DL (a) w/(e) Unit: 30.0 plf Goveming (CB): 0.0 plf DL (a) w/(e) Unit: 30.0 plf Goveming (CB): 0.0 plf Live Load (cn): 40.0 plf Total Load (co): 70.0 plf Known Joist Design Parameters & Analysis (Ex.) Moment: 5,469 Ib-ft Joist Type: 14" SSI32MX (Ex.) Shear: 875 lbs # of Joists Per Unit 2 1/2 Live Load reduced Total Load (co): 106 plf Net Unit Weight: 1.380 lbs (conservative) No Rain or Live Load (co): 0 plf Live Load on Unit Current (co): 70 plf RTU Weight per Joist: 690 lbs Remaining Capacity (co) 36 plf Add. All. Moment/Joist 273 Ib-ft 5 % Increase Add. Shear Capacity: 450 lbs Add. All. Shear/Joist: 44 lbs 5 % Increase Add. Moment Capacity: 2,813 Ib-ft Added Shear from RTU: 626 lbs Added Moment from RTU: 1,458 Ib-ft (S ) unit Add. Shear From Unit: 312.8 lbs Added Moment from RTU: 804 Ib-ft @ Midspan Added Moment From Unit: 401.9 Ib-ft Therefore Joists are OK Armour Unsderfer Eng Inc., P.S., 555 116th Ave. NE, Suite 118, Bellevue, WA 98004 (425) 614-0949 [Project: Sur La Table Pg.No: 31 Address: Forum at Carlsbad, Carlsbad, CA Date: 12/1/14 Client: SKB Architects Job No.: 14353 Mechanical Unit Loading and Anchorage Design Sheet Start RTU Unit Anchorage to Roof Structure Environmental Design Forces Longitudinal Wind Force: 748 lbs (ASD) Transverse Wind Force: 290 lbs (ASD) Longitudinal Reactions Scis. Gov (Forces Parallel to Short Dim) P= 971 lbs @ 2.25 ft Above Top of Curb . ,r . OTM: 1,682.3 Ib-ft At Unit to 1,682.3 Ib-ft Curb Conn 1,552.5 Ib-ft Ratio 0/R: 0.92 Anchorage Required Tension @ Windward Edge: 35 lbs (Due to OTM) 79 lbs (Due to Min Vert Force) Comp. @ Leeward Edge: 449 lbs , ^ , OTM: 2,799.2 Ib-ft At Curb to 2,799.2 Ib-ft Roof Conn 1,552.5 Ib-ft Ratio 0/R: 0.55 Anchorage Required Tension @ Windward Edge: 332 lbs (Due to OTM) 79 lbs (Due lo Min Vert Force) Comp. @ Leeward Edge: 746 lbs Unit to Curb: Try: #12 Screws @ Total No Screws = 8 Total No Screws = 10 Curb Gauge = 43 Mil Vallow = 280 Ib Tallow = 124 lb 12 in. on center Min in Shear Min in Tension > 18 GA > 130 > 12 OK OK Use; #12 Screws 12 in. on center Curb to Roof; Try: #12 Screws @ Total No Screws = 8 Total No Screws = 10 Curb Gauge = 43 Mil Vallow = 280 lb Tallow = 124 lb 12 in. on center Min in Shear Min in Tension > 18 GA > 130 > 43 OK OK Seismic Coefficient: Unit Weight: Seismic Force: 1.0055 *W (LRFD) 1380 lbs 971 lbs (ASD) Transverse Reactions Iseia. Gov (Forces Parallel to Long Dim) P= 971 lbs @ 2.25 ft Above Top of Curb . ,, • OTM At Unit to Curb Conn ^ Ratio O/R Tension @ Windward Edge Comp. @ Leeward Edge 652.4 Ib-ft 4,003.4 Ib-ft 6.14 Positive Anchorage NR -347 lbs (Due to OTM) 79 lbs (Due to Min Vert Fort:e) 67 lbs „ ^ u OTM At Curb to Roof Conn ^ Ratio O/R Tension @ Wmdward Edge Comp. @ Leeward Edge 1.769.3 Ib-ft 4.003.4 Ib-ft 2.26 Positive Anchorage NR -231 lbs (Due to OTM) 79 lbs (Due to Min Vert Force) 183 lbs Unit to Curb: Try: #12 Screws @ 12 in. on center Total No Screws = 19 Min in Shear Total No Screws = 4 Min in Tension Curb Gauge = 43 Mil-> 18 GA Vallow = 280 lb > 50 Tallow = 124 lb > 0 OK OK Use; #12 Screws @ 12 in. on center Curb to Roof: Try: #12 Screws® 12 in. on center Total No Screws = 19 Min in Shear Total No Screws = 4 Min in Tension Curb Gauge = 43 Mil-> 18 GA Vallow = 280 Ib > 50 Tallow = 124 Ib > 0 OK OK Use: #12 Screws ( 12 in. on center Use: #12 Screws % 12 in. on center Armour Unsderfer Eng Inc., P.S., 555 116th Ave. NE, Suite 118, Bellevue, WA 98004 (425) 614-0949 IProject: Sur La Table Pg.No: 32 Address: Forum at Carlsbad, Carlsbad, CA Date: 12/1/14 Client: SKB Architects Job No.: 14353 •.907m .208ao£ao£ao8aoeao8k .9071^/^t Loads: LC 1, Total Load Results for LC 1, Total Load Z-moment Reaction units are k and k-ft Armour Unsderfer Engr KChan 14353 SLT Carlsbad Existing GLB Verification SK-1 Dec 3, 2014 at 9:08 AM 14353 SLT Carlsbad Beam Verlflc... Company Designer Job Number Armour Unsderfer Engr KChan 14353 SLT Carlsbad Dec 3, 2014 9:10 AM Checlced By:_ Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automaticly Iterate Stiffness for Walls? Yes Maximum Iteration Number for Wall Stiffnes Gravity Acceleration (ft/sec'^2) 32.2 Wall Mesh Size (in) 12 Eigensolution Convergence Tol. (1.E-) 4 Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 13th{360-05): ASD Adjust Stiffness? Yes( Iterative) RISAConnection Code None Cold Formed Steel Code AISI SI 00-07: ASD Wood Code AF&PA NDS-05/08: ASD Wood Temperature < 100F Concrete Code ACI 318-08 Masonry Code ACI 530-05: ASD Aluminum Code AA ADM1-05: ASD - Buildinq Number of Shear Regions 4 Region Spacing Increment (in) 4 Concrete Stress Block Rectanqular Use Cracked Sections? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 Wood Material Properties Label Type Database Species Grade Cm Emod Nu Therm (\... Dens[k/ft'^3] 1 DF/SPine Solid Sawn Visually Graded Com S.. No.1 1 .3 .3 .035 2 HF/Spruce Fir Solid Sawn Visually Graded Com S.. No.1 1 .3 .3 .035 3 DF Solid Sawn Visually Graded Dougla.. No.1 .3 .3 .035 4 SP Solid Sawn Visually Graded Souths.. No.1 1 .3 .3 .035 5 HF Solid Sawn Visually Graded Hem-Fir No.1 1 .3 .3 .035 6 SPF Solid Sawn Visually Graded Spruce.. . No.1 .3 .3 .035 7 24F-1.8E DPS... Glulam Table 5A 24F-1.... na -| .3 .3 .035 8 24F-1.8E DFU... Glulam Table 5A 24F-1.... na 1 .3 .3 .035 9 24F-1.8E SPB... Glulam Table 5A 24F-1.... na •\ .3 .3 .035 10 24F-1.8E SPU... Glulam Table 5A 24F-1.... na 1 .3 .3 .035 11 LVL-PRL Com... Custom N/A LVL P.. na 1 .3 .3 .035 12 LVL-PRL Com... Custom N/A LVL P.. na 1 .3 .3 .035 Custom Wood Properties Label Fb [ksi] Ft [ksi] Fv fksil Fc fksi] E [ksi] SCL 1 LVL PRL 1.5E 22.. 2.25 1.5 .22 1.95 1500 Yes 2 LVL PRL 2.0E 29.. 2.9 1.9 .285 2.75 2000 Yes 3 LVL Microllam 1.9.. 2.6 1.555 .285 2.51 1900 Yes 4 PSL Parallam 2.0... 2.9 2.025 .29 2.9 2000 Yes RISA-2D Version 12.0.0 [P:\...\...\Eng\14353 SLT Carlsbad Beam Verification.r2d] Page/I Company Designer Job Number Armour Unsderfer Engr KChan 14353 SLT Carlsbad Dec 3, 2014 9:10 AM Checked By:. Custom Wood Properties (Continued) Label Fb fksi] Ft [ksi] Fv [ksl] Fc [ksi] E [ksl] SCL 5 PSL Parallam 1.8E 2.4 1.755 .18 2.5 1800 Yes 6 LSL_TimberStrand.. 2.325 1.07 .31 2.05 1550 Yes 7 LSL TimberStrand... 1.7 1.075 .4 1.4 1300 Yes Wood Section Sets Label Shaoe Tvoe Desian List Material Desian Rules A [in21 1 (90.270) [i... 1 (0.180) fin41 1 1 W00D1A15.125X28.5FS1 Beam IRectanoular|24F-i.8E DF.. •1 Typical 1 146.063 1 319.702 1 9886.605 1 Joint Coordinates and Temperatures Label X[ftl Y[ft] Temp [F] 1 Nl 0 d 0 2 N2 34.67 0 0 3 N3 41.67 0 0 Joint Boundarv Conditions Joint Label X [k/in] Y fk/in] Rotationfk-ft/rad] Footing 1 Nl Reaction Reaction 2 N2 Reaction Member Primary Data Label 1 Joint J Joint Rotate{deq) Section/Shape Type Design List Material Design Rules 1 Ml Nl N2 W00D1A Beam Rectangular 24F-1.8E D... Typical 2 M2 N2 N3 W00D1A Beam Rectanqular 24F-1.8E D... Typical Wood Desian Parameters Label Shaoe Lenathfftl Le-outrftl Le-inffll le-bend to... le-bend bo... K-out K-in CV Cr Out swav In swav 1 Ml WO0D1A 34.67 2 2 2 M2 WOOD 1A 7 2 2 Member Point Loads (BLC 2: RTU Load) 1 Ml Y -.208 30 2 Ml Y -.208 32 3 M1 Y -.208 34 4 M2 Y -.208 1.33 5 M2 Y -.208 3.33 6 M2 Y -.208 5.33 Member Distributed Loads (BLC 1: Roof Total Load) Member Label Directron Start Maqnitudefk/ft.F] End Magnitudefk/ft.F] Start Locationfft.%] End Locationtft.%] 1 M1 Y -.907 -.907 0 0 2 M2 Y -.907 -.907 0 0 RISA-2D Version 12.0.0 [P:\...\...\Eng\14353 SLT Carlsbad Beam Verification.r2d] Page ^OjC^ Company : Armour Unsderfer Engr Dec 3,2014 Designer : KChan 9:10 AM Job Number : 14353 SLT Carlsbad Checked Bv: Sasf'c Load Cases BLC Description Category X Gravity y Gravity Joint Point Distributed 1 Roof Total Load None 2 2 RTU Load None 6 Joint Reactions LC Joint Label Xfk] Y[k] MZ [k-ft] 1 1 N1 0 15.07 0 2 1 N2 0 23.973 0 3 1 Totals: 0 39.043 4 1 COG (ft): X: 21.288 Y:0 Member Section Forces (Bv Combination) LC Member Label Sec Axial[k] Shear[k] Moment[k-ft] Ml 0 15.07 0 7.209 -96.55 -.653 -124.961 -8.514 -85.233 -17 24.299 M2 6.973 24.299 5.178 13.573 3.382 5.936 1.795 1.405 10 0 0 Member Section Stresses (Bv Combination) LC Member Label Sec Axial[ksi] Shear[ksi] Top Bending[ksi] Bot Bending[ksi] 1 1 Ml 1 0 .155 0 0 2 2 0 .074 1.67 -1.67 3 3 0 -.007 2.161 -2.161 4 4 0 -.087 1.474 -1.474 5 5 0 -.175 -.42 .42 6 1 M2 1 0 .072 -.42 .42 7 2 0 .053 -.235 .235 8 3 0 .035 -.103 .103 9 4 0 .018 -.024 .024 10 5 0 0 0 0 RISA-2D Version 12.0.0 [P:\...\...\Eng\14353 SLT Carlsbad Beam Verification.r2d] "PageJ^ SIW" Rre Barrier Ojct Wap 615+ Rodixt [Ma Shed ard Install^icn diide QjTTTBrad HltctMi0e^aTi\fentitMioni^r[lKls CSFM LISTINGND 2440-0941:1'12 3M 3M™ Rre Barrier Duct W-ap 615+ Roduct Ma S"':et and Installation Qjide RREBWm FLBCLEVW i&/^R RnsRotedicn RreRctecticn 1. Roduct Description SIVT" Fire Barrier Duct Wrap 615+ is a flexible fire-resistant wrap consisting of an inorganic fiber blanket encapsulated with a scrim-reinforced foil. The product is 1-1/2" thick, 6 pcf density.' It is used to fire rate commercial kitchen grease ducts as well as ventilation ducts. SM"* Fire Barrier Duct Wrap 615+ is a proven altemative to 1- or 2-hour fire-resistant rated shaft enclosures for grease ducts (ICC-ES ESR-1255). 'With its excellent insulating capabilities, low weight and thin profile, it is an ideal choice for a duct enclosure system. This non-asbestos^ wrap installs easily due to its high flexibility and strength. ' In accordance with the tolerances in .A.STM C 892 Siandard Specification tor High-Temperature Fiber Blanket Thermal Insulation. - These fibers are not biopersistent and are therefore non-carcinogenic per Note Q of EU Directive 67'548/EEC (guideline 97.'69/EG). ICC Rexible aid ll^tweight with a thin pro le for eaaer application and reduced space requirements R-oduct Features • Two-layer wrap for grease ducts rated as a shaft altemative per ASTM E 2336 • Zero clearance to combustible throughout the entire enclosure system • Butted inner layer in 2-layer grease duct applications • One-layer wrap for fire-resistive ventilation ducts per ISO 6944 • High flexibility for installation ease • Foil encapsulated for blanket protection, less dust, and high wrap sti"ength • Wide range of penetration seal systems • Available in: 24" X 25 fl. (609.6mm x 7.62m) and 48" x 25 ft. (1219.2mm x 7.62m) rolls • Blanket adhered to foil scrim helps prevent wrap fi^om slumping 2./^plications 3M™ Fire Barrier Duct Wrap 615+ is an ideal fire resistive enclosure for ^ commercial kitchen grease ducts and ventilation air ducts. It is a proven altemative to a 1- or 2-hour fire-resistant rated shaft enclosures for grease ducts and provides zero clearance to combustible constiuction throughout " the entire enclosure system (per ICC-ES ESR-1255). 3M™ Fire Barrier Water Tight Sealant 1000 NS, 3M™ Fire Barrier Water Tight Sealant 1003 SL or 3^" Fire Barrier Silicone Sealant 2000f is used in J combination with SM"* Fire Barrier Duct Wrap 615+ to firestop the duct when the duct penetrates fire-rated * floor or wall assemblies. 3M™ Fire Barrier Duct Wrap 615+ also provides a firestop solution where a T-rating ^ is required for penetrations located outside wall cavities or outside fire-resistance rated shaft enclosures. Intertek li] mm m Intertek RFEFSSWMTtlCT FfCFSSlTiNniCr BWTS«CIEL«M€IS FCRLffilNHF6FfflSnVE[XJCr/sSffl«JB 90G9 CSFM USnNGNo. 2440-0941:112 Two-layer grease duct applications: 3M"' Fire Barrier Duct Wrap 615+ meets the criteria of ASTM E 2336 Standard Test Methods for Fire Resistive Grease Duct Enclosure Systems. Single-layer ventilation duct applications: SM*" Fire Barrier Duct Wrap 615+ has passed ISO 6944-1985 Fire Resistance Tests - Ventilation Ducts. T-rating for metallic through-penetrating items: 3M'" Fire Barrier Duct Wrap 615+ is used in conjunction with 3M Fire Barrier sealants to achieve up to 2-hour equal F & T-ratings in ASTM E 814 (UL 1479) tested through-penetrations. 3. SpeciLiations Installation shall be in stiict accordance with manufacture's written insh^ctions, as shown on the approved shop drawings. 3M™ Fire Barrier Duct Wrap 615+ shall be a high-temperature fibrous thermal insulation blanket encapsulated in a fiberglass-reinforced aluminized polyester foil. Duct Wrap density shall be nominal 6 pcf (96 kg/m') and have a nominal 1-1/2" (38.1mm) thickness. The fiber blanket shall have a continuous use limit of 1000°C (1832°F). The blanket thermal resistance (R-value) at ambient temperature shall be minimum 6.3 °F - ft - hr , Btu Smoke Developed Index and Flame Spread Index of the bare blanket, and of the foil encapsulated blanket shall be 0/0. The foil encapsulation shall be bonded to the core blanket material. Typically Specified Division or Section Division 7 - Thermal and Moisture Protection Section 23 07 13 - Duct Insulation Related Sections Section 07 21 00 - Thermal Protection Section 07 21 16 - Blanket Insulation Section 07 84 00 - Firestopping Section 23 00 00 - Heating, Ventilation and Air-Conditioning (HVAC) Section 23 31 13 - Metal Ducts For taiinicd support rdating to 3M"' Rre Rdedicn R-oducts and Systems, cdl: 1-800-328-1687 Rr more informaticn on 3M"'' Rre Rotection Rcducts, visit: vvww.SM.con/ restqj 2 / *% * . , ! : . l'" I i riiiiiiii 4. Fferformance&Typical IRiysical Roperties Scrim Cokir: Blanket Color: Blanket Weight: Stirface Burning: Flame Spread 0, Smoke Development 0 Single layer R-Vaitie of 3Nr Fire Barrier Duct Wrap 615+ at 77°F (25°C): °F-ft'-hr Aluminum with BlackTe,\t White 0.9 lbs/ft.2 (4.38 kg/m') Foil Encapsulated Blanket (ASTM E 84) Thermal Conductivity: 6.38 Btu Single layer R (SI) Value of 3M™ Fire Barrier Duct Wrap 615+ at 77°F (25X): Linear Shrinkage (24 hrs at 2012°F (lOOOT)): 1.2% Noise Reduction Coefficient (ASTM C 423): 0.80 0.89 Btu - in. W Temp. hT-tfi- °F 500°F (260°C) 0.60 0.09 1000°F(537°C) 1.15 0.17 1500°F(815°C) 1.93 0.28 1800°F (982°C) 2.51 0.36 2000°F(1093°C) 2.94 0.43 w 5. Design Listings Grease Duct Listings - ASTM E 2336 / ICC-ES AC 101 Fire Resistive Rating 1- and 2-hour Ventilation Duct Listings Fire Resistive Rating 1-and 2-hour Enclosure System 2 layers of 3M™ Fire Banier Duct Wrap 615+ -ISO 6944-85 Enclosure System Third-Party Testing Services Design Listing ICC-ES ESR-1255 Intertek 3MU/FRD 120-18 Intertek 3MU/FRD 120-19 1 layer of 3M™ Fire Barrier Duct Wrap 615+ Third-Party Testing Services Design Listing Intertek 3MU/DI60-01 Intertek 3MU/DI120-01 Underwriters Laboratories HNLJ.V-27 Underwriters Laboratories HNLJ.V-31 Description Rectangular Rectangular Round Description Rectangular/Round fl hour) Rectangular/Round (2 hour) Rectangular (2 hour) 2- & 3-sided Rectangular (2 hour) This document only contains a partial list of Design Listings. For the latest information go to www.3M.com/'firestop or speak to your authorized 3M distributor or sales representative at (800) 328-1687. 6. Qxles &Test Standards 3M™ Fire Barrier Duct Wrap 615+hasbeen tested in accordance with the following: ASTM E 2336 Standard Test Methods for Fire Resistive Grease Duct Enclosure Systems ICC-ES AClOl Acceptance Criteria for Grease Duct Enclosure Assemblies ASTM E 119 Standard Test Methods for Fire Tests of Building Constmction ASTM E 814 Standard Test Method for Fire Tests of Penetration Firestop Systems ASTM E 136 Standard Test Method for Behavior of Material in a Vertical Tube Furnace at 750°C (1382°F) ASTM C 518 Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus ASTM E 84 Standard Test Method for Surface Burning Characteristics of Building Materials ISO 6944-85 Fire Resistance Tests - Ventilation Ducts 3M™ Fire Barrier Duct Wrap 615+, when installed per ASTM E 2336 tested Grease Duct Design Listings, addresses the following code requirements: New York City OTCR Buildings Bulletin 2010-021 NFPA 96 2008/2011 Intemational Mechanical Cod^ 2003/2006/2009/2012 Uniform Mechanical Code 2003/2006/2009/2012 3M" Fire Barrier Duct Wrap 615+, when installed per ISO 6944 tested Ventilation Duct Design Listings, can help to satisfy the following code requirements: New York City OTCR NFPA 92A NFPA 92B Intemational Mechanical Code* Intemational Building Code* Buildings Bulletin 2012-011 Standard for Smoke-Confrol System Utilizing Barriers and Pressure Differences, 2009 Edition - Section 6.6.2 Standard for Smoke Management Systems in Malls, Atria, and Large Spaces, 2009 Edition - Section 7.5.2 2006/2009/2012 - Section 513.10.2 2006/2009/2012 - Section 909.10.2 7. Packaging, Storage, Shelf Life 3M™ Fire Barrier Duct Wrap 615+ rolls are packaged in cormgated cardboard boxes. Product is stable under normal storage conditions. Normal stock and stock rotation practices are recommended. 3M"' Fire Barrier Duct Wrap 615+ shelf life is indefinite when stored in original unopened packaging in a dry warehouse environment. Pallets should not be stacked. 3M"'Fire Barrier Water Tight Sealant 1000 NS or 1003 SL or 3M'" Fire Barrier Silicone Sealant 2000+ must be also stored in a dry warehouse environment. 3 Iif""' 8. ©ease IDxt installation Techniques 3M™ Fire Barrier Duct Wrap 615 f should be installed per the application design listing in accordance with the following basic installation instmctions Material and Equipment Preparatory Work 2-Layer Grease Duct Method (ASTM E 2336) • 24" or 48" wide* by 1-1/2" (38.1mm) thick" by 25 ft. (762cm) standard length 3M'" Fire Baaier Duct Wrap 615+ blanket (60.96cm or 121.92cm by 38.1mm by 762cin) • 3M" FSK Facing Tape 3320 (aluminum foil, fiberglass scriin, kraft paper backing with aciyiic adhesive or equivalent) • Minimum 3/4" (19mm) wide filament tape (Scotch" Filament Tape 898 recommended) • Stainless steel or carbon steel banding material, minimum 1/2" (12.7mm) wide and minirnum 0.015" (0.38mm) thick with banding clips of the same material • Hand banding tensioner, crimping tool and banding cutter • Minimum 12 gauge copper-coated steel insulation pins used with minimum 2-1/2" (63.5mm) square galvanized steel or stainless speed clips or 1-1/2" (38.1mm) dia. round or equivalent sized insulated cup-head pins • Capacitor discharge stud gun • Access door hardware: four galvanized steel threaded rods, 1/4" diameter by minimum 6" long (6.35mm by 152.4mm) with 1/4" (6.35mm) wing nuts and 1/4" (6.35mm) washers • 4" (102mm) long steel hollow tubing to fit threaded rods • Minimum 4 pcf (64kg/m-') density mineral wool or scrap pieces of 3M'" Fire Barrier Duct Wrap 615+ • 3M™ Fire Barrier Water Tight Sealant (1000 NS or 1003 SL) or 3M"' Fire Barrier Silicone Sealant 2000+ • Note: 48" (121.92cm) wide blanket helps to maximize coverage since the 3" (76.2mm) longitudinal overlaps occur less frequently. " In accordance with the tolerances in ASTM C 892 Standard Specification for High-Temperature Fiber Blanket Thermal Insulation. 3M'" Fire Barrier Duct Wrap 615+ is installed with common insulation tools, such as knives, banders and capacitor discharge guns for applying insulation pins. In order to install the duct firestop system, the surfaces of all the openings and penetrating items need to be clean, dry, frost free and free of dust. Note: This general instruction for applying 3M™ Fire Barrier Duct Wrap 615+ details a two-layer wrap installation of 3M" Fire Barrier Duct Wrap 615+ blanket applied directly to a grease duct. To minimize waste, the 3M"' Fire Barrier Duct Wrap 615+ material should be rolled out tautly before measuring. The first layer of 3M'" Fire Barrier Duct Wrap 615+ blanket is wrapped around the perimeter of the duct and is cut to a length to either butt to itself or overlap itself not less than 3" (76.2mm). The interface between adjacent blankets forms the "longitudinal" joint. Inner layer longitudinal joints can be tightiy butted joints or they should overiap onto adjacent blankets with a min. 3" (76.2mm) overlap. Aluminum foil or FSK tape is used to seal all cut edges of the blanket and any tears in the foil scrim. This first layer is temporarily held in place using filament tape. The first layer does not require steel banding. The second layer of 3^" Fire Barrier Duct Wrap 615+ is wrapped around Ihe perimeter of the previously installed first layer of 3M™ Fire Barrier Duct Wrap 615+. The other layer perimeter (lateral) joints should be offset a minimum 3" (76.2mm) from the inner layer perimeter joints. The perimeter joints should be a minimum 3" (76.2mm) overiap. Offset the outer layer longitudinal joints a minimum 10.5" (26.7cm) from the inner layer longitudinal joints. The outer layer longitudinal joints should be a minimum 3" (76.2mm) overiap. The one exception to this mle is the "Butt Joint with Collar Method" where it is permissible for the longitudinal joints to be tightiy butted and then covered with a minimum 6" wide collar centered over it. These are available pre-made (3M'" Fire Barrier Duct Wrap 615+ Collar). The second layer of wrap can be temporarily held in place using filament tape. The second layer of wrap requires permanent fastening with stainless (or carbon) steel banding, or with rows of weld pins (impaling or cup-head style). 3M™ Fire Barrier Duct Wrap 615+ Commercial Kitchen Grease Duct Systems (Figure 1) 1- or 2-Hour Shaft Alternative Zero Clearance to Combustibles Telescoping Wrap Technique With Banding For Ducts 24" (60.9cm) or Less 1. First layer 3M™ Fire Barrier Duct Wrap 615+ 2. Second layer 3M™ Fire Barrier Duct Wrap 615+ 3. 3/4" (19mm) wide filament tape 4. Steel banding 1/2" (12.7mm) wide min. typical for permanent fastening 5. Longitudinal joint butt or min. 3" (76.2mm) overlap on inner layer, min. 3" (76.2mm) overiap on outer layer 6. Perimeter (lateral) joint butt or min. 3" overlap (76.2mm) on inner layer, min. 3" (76.2mm) overiap on outer layer 7. Metallic commercial cooking exhaust duct Note: System integrity is limited by quahty of installation. Ducts > 24" (60.9cm) wide require pinning on the bottom side of horizontal ducts and on a minimum of one of the wider sides of a vertical duct. Vertical ducts require pinning on all sides > 48" (121.8cm). Consult current independent testing laboratories (e.g. Intertek, UL) for design or system details. See Detail 9 for additional pinning information. 8. Qease Duct Installation Techniques axi. Four approved grease duct installation techniques: 3M™ Fire Barrier Duct Wrap 615+ 2A. Butt Joint Inner Layer with Telescoping Outer Layer With the Butt-Joint Inner Layer and Telescoping Outer Layer technique, the inner layer of blankets abut the adjacent pieces of blanket. The outer layer blankets each overlap one adjacent blanket, and then the exposed edge is covered by the next blanket as shown in Figure 2A. la. First layer of 3M'" Fire Barrier Duct Wrap 615+ lb. Second layer of 3M'" Fire Barrier Duct Wrap 615+ 2. Steel banding 1/2" (12.7mrn) wide min. typical 3. 3" (76.2mm) min. longitudinal overiap 4. Tightiy butted joint Rgure 2A Butt Joint Layer with Telescoping Qjter Layer (Ooss Section Mew) 3" (76.2 mn) H 1 1-1/2' (38.1 mm) 1 ^-^^ 24" (61 cm) ^ 2B. Telescoping 3" (76.2mm) Overlap Wrap Witii the Telescoping Overlap Wrap method, each blanket overlaps one adjacent blanket, and each blanket has one edge exposed and one edge covered by the next blanket as shown in Figure 2B. la. First layer of 3M™ Fire Barrier Duct Wrap 615+ lb. Second layer of 3M™ Fire Barrier Duct Wrap 615+ 2. Steel banding 1/2" (12.7mm) wide min. typical 3. 3" (76.2mm) min. longitudinal overiap R gure 2B Tel escopi ng {Cross Section View) 3" (76.2 mm)- 1-1/2'(38.1 mm)- 2C. Checkerboard 3" (76.2mm) Overlap Wrap With the 3" (76.2mm) Checkerboard Overlap Wrap method, blankets with both edges exposed altemate with blankets with covered edges, as shown in Figure 2C. la. First layer of 3M" Fire Barrier Duct Wrap 615+ Ib. Second layer of 3]vr" Fire Barrier Duct Wrap 615+ 2. Steel banding 1/2" (12.7mm) wide min. typical 3. 3" (76.2mm) min. longitudinal overlap Rgure 2C Checkerboard O/erlap (Ooss Section Mew) 3" (76.2 mm) 1-1/2' (38.1 mm) 2D. Butt Joint with Collar With the Butt Joint and Collar method, adjacent blankets are butted tightly together and 6" (152.4mm) wide collar of duct wrap is centered over the joint, overiapping each blanket by 3" (76.2mm) minimum as shown in Figure 2D. 1 a. First layer of 3M" Fire Bamer Duct Wrap 615+ 1 b. Second layer of 3M™ Fire Barrier Duct Wrap 615+ 2. Steel banding 1/2" (12.7mm) wide min. typical 3. 6" (152.4mm) min. wide 3M™ Fire Barrier Duct Wrap 615+ Collar 4. Tightly butted joint Rgure 2D Butt Joint with ODilar (Ores Section Mew) 6"(1524mn)- 3"(76.2mm)-•3" (76.2 mm) 24" (61 cm) 8. Qease Duct Installation Techniques cont. Access Door Installation Four galvanized .steel threaded rods, 1/4" diameter (6.35mm) by 4-1/2" to 5" long (114.3mm to 127mm) are welded to the duct at the comers ofthe door opening. Four steel tubes, each 3" (76.2miTi) long, are placed over the rods to act as protection for the 3M'" Fire Bairier Duct Wrap 615+, and to transfer the wing nut force to the access door, when fastening the door. Four insulation pins are welded to the door panel for installation ofthe blanket. One layer of JM'" Fire Baixier Duct Wrap 615+ is sized approximately 1/2" to 1" larger than the access door on all sides and impaled over the insulation pins on the panel. It is essential that this layer fit tightly against the wrap surrounding the access door opening with no through openings. A second layer of 3M™ Fire Barrier Duct Wrap 615+ is cut to overlap the first layer by a minimum of 1" (25.4mm). Impale the second layer over the pins. A third layer of 3M'*'Fire Barrier Duct Wrap 615+is cut to overiap the second layer by a minimum of 1" (25.4mm). The third layer is impaled over the pins and all three layers are locked in place with galvanized or stainless steel speed clips. Pins that extend beyond the outer layer of 3M" Fire Barrier Duct Wrap 615+ should be tumed down or cut off to avoid sharp points on the door The insulated door panel is placed over the threaded rods and held in place with washers and wing nuts. The details are shown in Figure 3. The details for installing the 3M'" Fire Barrier Grease Duct Access Door (pre-manufactured) are shown in Figure 3 A. 3M™ Fire Barrier Duct Wrap 615+ Commercial Kitchen Grease Duct Systems (Figure 3) Field-Fabricated 2-Hour Access Door System L Access hole 2. 1/4" (6.35mm) dia. by a minimum 6" (152.4mm) all-threaded rods 3. Access door cover -16 gauge 4. Insulation pins (impaling pins) - welded (optional) 5. First layer 3ivr Fire Barrier Duct Wrap 615+ cut same size as cover 6. Second layer 3M™ Fire Barrier Duct Wrap 615+ with 1" (25.4mm) overlap on all sides 7. Third layer 31Vr Fire Barrier Duct Wrap 615+ with 1" (25.4mm) overiap on all sides 8. Speed clips (optional) 9. Aluminum tape covering all exposed edges 10.4" (102mm) long steel hollow tubing to fit threaded rods 11.1/4" (6.35mm) diameter wings nuts and 1/4" (6.35mm) washers Note: System integrity is limited by qualify of installation. Consult current independent testing laboratories (e.g. Intertek, UL) for Design or System Details. In all four overlap techniques the perimeter overlap can occur at any location on the duct. 3M™ Fire Barrier Duct Wrap 615+ Commercial Kitchen Grease Duct Systems (Figure 3A) Pre-Fabricated 1- or 2-Hour Access Door System I. Access hole 2.1/4" (6.35mm) dia. by a minimum 6" (152.4mm) all-threaded rods 3.31VP' Fire Barrier Grease Duct Access Door or Ducbnate ULtimate Door™ 4. Insulation pins (impaling pins) - welded 5. First layer 3M'" Fire Barrier Duct Wrap 615+ with I" (25.4mm) overlap beyond access door on all sides 6. Second layer 3M" Fire Barrier Duct Wrap 615+ cut to same size as first layer 7. Third Layer 3M'" Fire Barrier Duct Wrap 615+ with 1" (25.4mm) overlap beyond second layer on all sides 8. Speed clips 9. Aluminum tape covering all exposed edges 10.1/4" (6.35mm) diameter wings nuts and 1/4" (6.35mm) washers II. Insulation pins (cup-head pins) - welded 12. Access door cover - 16 gauge cut same size as third layer of duct wrap with clearance holes to match pattem of all-threaded rods Note: System integrity is limited by quality of installation. Consult current independent testing laboratories (e.g. Intertek, UL) for Design or System Etetails. In all four overlap techniques the perimeter overlap can occur at any location on the duct. 8. Qease Duct Installation Techniques cmt 3M'" Fire Barrier Duct Wrap 615+ Commercial Grease Duct Systems (Figure 4) 1 or 2-Hour Shaft Alternative Zero Clearance to Combustibles Suggested Roof Vent 1. Duct 2. Roof Asseinbly 3. Roof Flashing 4. Vent Flashing 5. Two layers SM" Fire Barrier Duct Wrap 615+ 6. Firestopping System for Rated Roof Assemblies Only 7. Extend wrap a min. distance that meets local code requirements for clearance to combustibles Note: System integrity is limited by quality of installation. Consult current independent testing laboratories (e.g. Intertek, UL) tor Design or System Details. 3M™ Fire Barrier Duct Wrap 615+ Commercial Grease Duct Systems (Figure 5) Suggested Free-Standing Hood Installation 1. Hood 2. First layer 3M™ Fire Barrier Duct Wrap 615+ 3. Second layer 3M™ Fire Barrier Duct Wrap 615+ 4.3" (76.2mm) minimum overlap 5. Banding typical Note: System integrity is limited by quality of installation. Consult current independent testing laboratories (e.g. Intertek, UL) for Design or System Details. 3M™ Fire Barrier Duct Wrap 615+ Grease Duct Systems (Figure 6) Suggested Grease Hood Installation 1. Two layers 3M™ Fire Barrier Duct Wrap 615+ 2. Scotch* Filament Tape 898 (or similar) for temporary hold 3. Steel banding 1/2" (12.7mm) wide min. typical for permanent fastening 4.6" (152.4mm) long, 12 Gauge Copper-Coated Insulation Pins with Speed Clips — OR — 5.12 Gauge cupped head pins 6. 3" (76.2mm) min. perimeter overlap 7. 3" (76.2mm) min. seam overiap 8. Cutout Duct Wrap around junction boxes or fan louvres Note: System integrity is limited by quality of installation. Consult current independent testing laboratories (e.g. Intertek, UL) for Design or System Details. 1^ 9.\^tilationAr Duct Installation Techniques 3M™Fire Barrier Duct Wrap 6151- should be installed per the application design listing in accordance with the following basic iii.^tallation instructions. 1-Layer Ventilation Duct Method (ISO 6944) Note: This general instruction for applying 3M"' Fire Barrier Duct Wrap 615+ details a one-layer wrap installation of 3M'" Fire Barrier Duct Wrap 6151 blanket applied directiy to a ventilation duct. To minimize wa.ste, the 3M'" Fire Barrier Duct Wrap 615+ material should be rolled out tautly before measuring. The single layer of 3M'" Fire Barrier Duct Wrap 615+ blanket is wrapped around the perimeter ofthe duct and is cut to a length to overlap itself not less than 3" (76.2inin), this is known as the "circumferential" or "lateral" joint. The interface between adjacent blankets forms the "longitudinal" joint. The minimum overlap required at the longitudinal joints is a minimum 3" (76.2mm) overlap. Aluminum foil tape or FSK tape is used to seal all cut edges of the blanket and any tears in the foil scrim. As an installation aide, the blanket may be temporarily held in place using filament tape. The 3M" Fire Barrier Duct Wrap 615+ requires permanent fastening with stainless (or carbon) steel banding, or with rows of weld, pins (impaling or cup head style). Three approved ventilation duct installation techniques: 3M™ Fire Barrier Duct Wrap 615+ 7A. Telescoping 3" (76.2mm) Overlap Wrap With the Telescoping Overiap Wrap metiiod, each blanket overlaps one adjacent blanket. Each blanket has one edge initially exposed which is then covered by the edge of the next blanket as shown in Figure 2 A. 1. Single layer of 3M™ Fire Barrier Duct Wrap 615+ 2. Steel banding 1/2" (12.7mm) wide min. typical 3. 3" (76.2mm) min. longitudinal overiap R gure 7A Tel escopi ng (Ooss Section Mew) 1-1/2' (38.1 mm) 21" (53.3 cm)- 24" (61 cm) - 7B. Checkerboard 3" (76.2mm) Overlap Wrap With the 3" (76.2mm) Checkerboard Overiap Wrap method, blankets with both edges exposed altemate with blankets with covered edges, as shown in Figure 2B. 1. Single layer of 3M"' Fire Barrier Duct Wrap 615+ 2. Steel banding 1/2" (12.7mm) wide min. typical 3. 3" (76.2mm) min. longitudinal overlap y (76.2 mm) ^-^ Rgure 78 Checkerboard O/erlap (Q-oss Section Mew) 1-1/7' (38.1 mm) 18" (45.7 cm)- 24" (61 cm) - 7C. Butt Joint with Collar With tiie Butt Joint and Collar metiiod, adjacent blankets are butted tightiy together and 6" (152.4mm) wide collar of duct wrap is centered over the joint, overiapping each blanket by 3" (76.2mm) minimum as shown in Figure 2C. 1. Single layer of SM"" Fire Banier Duct Wrap 615+ 2. Steel banding 1/2" (12.7mm) wide min. typical 3. 6" (152.4mm) min. wide 3M™ Fire Barrier Duct Wrap 615+ Collar 4. Tightiy butted joint Rgure ZCButt Joint with Cbllar (OossSsctionVlew) 6"(152.4mm>- 3" (76.2 mm)- 1-1/2' (38.1 mm) -3" (76.2 mm) -12'(304.8 rrni; 24" (61 cm) Iff 9. ^fentilation Ar Duct Installation Techniques coit 3M™ Fire Barrier Duct Wrap 615+Ventilation Duct Systems (Figure 8) 1. 3M'" Fire Barrier Duct Wrap 615+, 1-layer 2. Perimeter (lateral) joint min. 3" (76.2mm) overlap 3. 3/4" (19mm) wide filament tape 4. Steel banding 1/2" (12.7mm) wide min. typical for permanent fastening 5. Longitudinal joint min. 3" (76.2mm) overiap 6. Metallic ventilation duct Note: System integrity is limited by quality of installation. Ducts > 24" (60.9cm) wide require pinning on the bottom side of horizontal ducts and on a minimum of one of the wider sides of a vertical duct. Vertical ducts require pinning on all sides > 48" (121.8cm). Note: System integrity is limited by quality of installation. Consult current independent testing laboratories (e.g. Intertek, UL) for Design or System Details. 10. Qease[lK:t&\^ilationArCXict Installation Techniques Duct Support (Grease & Ventilation) Pinning & Banding Requirements Horizontal duct assemblies with maximum cross-sectional areas of 24" x 24" (610mm x 610mm) must be supported with min. 3/8" diameter (9.5mm), all-thread steel rod and 2" x 2" x 1/8" (51mm x 51mm x 3.2mm) steel angle, spaced a maximum of 60" (1524mm) on center. Amin. clearance of 0" (0mm) and a max. clearance of 6" (I52mm) is required between the vertical edge of the blanket material surrounding the duct and the steel rod. Horizontal duct assemblies with max. dimensions of 24" x 48" (610mm x 1219mm) must be supported with min. 1/2" diameter (12.7mm), all-thread steel rod and 2" x 2" x 1/4" (51mm x 51mm x 6.4mm) steel angle spaced a max. of 60" (1524mm) on center. A min. clearance of 0" (0mm) and a max. clearance of 6" (152mm) is required between tiie vertical edge of the blanket material surrounding the duct and the steel rod. Vertical ducts must be supported at every floor line on the top of the slab. width < 24" • 1- 24" < width < 48" • width > 48" [ • 3M™ Fire Barrier Duct Wrap 615+ Pinning guide (Figure 9) Additional pinning to prevent sagging of the duct wrap. For all ducts greater than 24" (60cm) in width, pinning is required to support the blanket on the bottom horizontal surface and on the outside face of a vertical duct run. Space pins a max. of 10-1/2" (26.7cm) apart in tite direction of the blanket width, and a max. 12" (30cm) apart in the direction ofthe blanket length. Materials and Equipment • Minimum 12 gauge copper-coated steel insulation pins used with minimum 2-l,/2" (63.5mm) square galvanized steel or stainless speed clips or 1-1/2" (38.1mm) dia. round or equivalent sized insulated cup-head pins • Capacitor discharge sttid gun Note: Either apply min. 12 gauge copper-coated impaling pins to the bare duct using a capacitor discharge gun or apply min. 12 gauge cup-head pins after the duct wrap is installed. 1—r 1—I—I—I—I—r Note: System integrity is limited by quality of installation. Consult current independent testing laboratories (e.g. Intertek, UL) for Design or System Details. 10. Qease Duct &Witilation Ar Duct Installation Techniques cont. 3M™ Fire Barrier Duct Wrap 615+ Hanging Support Details for Fire-Rated Ductwork (Figure 10) Note: To facilitate the application of 3M Fire Barrier Duct Wrap 615+ so that the rods & trapeze hangers are outside the wrap envelope, the following dimensions are recommended: 1. Rod-to-bare duct clearance (Y) 2. Added rod length (X) 1-layer 2-layer 4" (102mm) 6" (152mm) 2" (51mm) 4" (102mm) STANDARD + X Note: System integrity is limited by quality of installation. Consult current indqJendent testing laboratories (e.g. Intertek, UL) for Design or System Details. 3M™ Fire Barrier Duct Wrap 615+ Hanger Penetrations of Wrap Envelope for Grease or Ventilation Duct Systems (Figure 11) 1. Min. 1/2" (12.7mm) crown of 3M"' Fire Barrier Sealant CP 25WB+ or 3000WT 2. Tape seams - min. 3" (76.2mm) wide aluminum tape, 3M~ FSK Facing Tape 3320 (or equivalent) 3.1 or 2 layers of 3M™ Fire Barrier Duct Wrap 615+ (application dependent) 4. All Threaded Rod 5. C-channel or angle iron trapeze support 6. Seismic bracing wire Note: The inclusion of metallic items penetrating out ofthe wrap envelope may diminish the T-Rating of the enclosure. Note: System integrity is limited by quality of installation. Consult current independent testing laboratories (e.g. Intertek, UL) for Design or System Details. 3M™ Fire Barrier Duct Wrap 615+ Conduit Penetrations of Wrap Envelope for Grease or Ventilation Duct Systems (Figure 12) l.Duct 2.1 or 2 layers of 3M™ Fire Barrier Duct Wrap 615+ (application dependent) 3. Min. 1/2" (12.7mm) crown of 3M" Fire Barrier Sealant CP 25WB+ or3000WT Note: The inclusion of metallic items penetrating out of the wrap envelope may diminish the T-Rating of the enclosure. Penetrants within the wrap envelope are not protected from the effects of a grease fire. Pipe or Conduit Parallel to Duct Note: System integrity is limited by quality of installation. Consult current independent testing laboratories (e.g. Intertek, UL) for Design or System Details. Pipe or Conduit Perpendicular to Duct 10 10. Qease Duct &\/fentilationAr Duct Installation Techniques cont. 3M™ Fire Barrier Duct Wrap 615+ Suggested Two-Sided Wrap Installation (Figure 13) 1. Concrete slab 2. 1 or 2 layers of 3M'"' Fire Banier Duct Wrap 615+ (application dependent) 3. Concrete fasteners - min. 1/4" (6.35miTi) dia. steel concrete anchors 4. 1/8" (3.18mm) thick x 2" to 3" (50.8mm to 76.2mm) wide bar stock perforated 12" (30.5cm) O.C. 5. Duct 6. Steel banding 1/2" (12.7mm) wide min. typical for permanent fastening 7. Banding clips Note: System integrity is limited by quality of installation. Consult current independent testing laboratories (e.g. Intertek, UL) for Design or System Details. ; 3" {76.2mm) 3M™ Fire Barrier Duct Wrap 615+ Suggested Three-Sided Wrap Installation (Figure 14) 1. Concrete slab assembly 2.1 or 2 layers of 3M'" Fire Banner Duct Wrap 615+ (application dependent) 3. Concrete fasteners - min. 1/4" (6.35mm) dia steel concrete anchors 4.1/8" (3.18mm) tiiick x 2" to 3" (50.8mm to 76.2mm) wide bar stock perforated 12" (30.5cm) O.C. 5. Duct 6. Steel banding 1/2" (12.7mm) wide min. typical for permanent fastening 7. Banding clips Note: System integrity is limited by quality of installation. Consult current independent testing laboratories (e.g. Intertek, UL) for Design or System Details. 5 3" (76.2mm) 11 10. Qease Duct &^fentilation A'r Duct Installation Techniques cont. 3M™ Fire Barrier Duct Wrap 615+ Elbow and Banding Installations (Figure 15) Suggested Elbow Pattern Installation (A) 1. Perimeter 2. 3" (76.2mm) min. overiap 3. Hole cut (otT-center) Note: Place overiap on opposite side of horizontal pattem. Suggested Banding Pattern Installation (B) 1. Grease of ventilation duct 2.1 or 2 layers of 3M'" Fire Barrier Duct Wrap 615+ (application dependent) 3. Steel or stainless steel banding 1/2" (12.7mm) wide min. typical for permanent fastening witii max. 10-1/2" (26.7cm) spacing 4. 3" (76.2mm) overiay (typical throughout application) 5. Min. 3" (76.2mm) perimeter overlap (not shown) Note: 1-layer application depicted. When 2-layer application is required, replicate these steps with outer joints staggered a min. 3" (76.2mm) from inner joints. Banding is required on outermost layer only. Note: System integrity is limited by quality of installation. Consult current independent testing laboratories (e.g. Intertek, UL) for Design or S3^tem Details. Vertical/Horizontal Elbow Pattem Second Piece 3M™ Fire Barrier Duct Wrap 615+ Suggested Installation for 90° Turn (Figure 16) A-F (representative field-cut duct wrap sections) 1. Duct 2. 1 or 2 layers of 3M"' Fire Barrier Duct Wrap 615+ (application dependent) 3. Scotch® Filament Tape 898 (or equivalent) 4. Steel banding 1/2" (12.7mm) wide min. typical for permanent fastening 5. Min. 3" (76.2mm) perimeter overiap 6. Min. 3" (76.2mm) longitudinal overlap Note: 2-layer application depicted. When 1-layer application is used, install banding (item 4) as a permanent hold. Note: System integrity is limited by quality of installation. Consult current independent testing laboratories (e.g. Intertek, UL) for Design or System Details. 12 10. Qease Duct &Vfentilation Ar Duct Installation Techniques cont. 3M"' Fire Barrier Duct Wrap 615+ Suggested Branching Duct Details (Figure 17) 1. Duct 2. Full width pieces of 1 or 2 layers of 3M" Fire Barner Duct Wrap 615+ (application dependent) 3. Steel banding 1/2" (12.7mm) wide inin. typical for permanent fastening 4. 3M'" Fire Barrier Duct Wrap 615+ (field cut) Note: Install first piece onto the inside of the inner duct area and then install the adjacent pieces so they overlap at the edges a minimum of 3" (76.2mm). When an application requires a second layer of duct wrap, install the second piece over the first piece and overlap at the edges a minimum of 3" (76.2mm). Note: System integrity is limited by quality of installation. Consult current independent testing laboratories (e.g. Intertek, UL) for Design or System Details. First Piece Second Piece 3M™ Fire Barrier Duct Wrap 615+ Suggested Duct Wrap / Shaft Transition Installations (Figure 18) 1. Fire barrier gypsum shaft assembly 2.5/8" (15.88mm) depth of 3M" Fire Banier Sealant lOOONS, I003SLor2000+ 3.1 or 2 layers of 3M™ Fire Banier Duct Wrap 615+ (application dependent) 4. 3M™ Fire Barrier Duct Wrap 615+ (use small scrap piece) 5. Fire barrier concrete floor assembly 6. Air gap as required by local mechanical code (grease ducts) 7. Extend duct wrap into shaft a min. distance that meets local code requirements for clearance to combustibles Note: System integrity is limited by quality of installation. Consult current independent testing laboratories (e.g. Intertek, UL) for Design or System Details. 13 10. Qease Duct & Ventilation Ar Duct Installation Techniques cmt Penetrations When the duct penetrates a fire rated wall, ceiling or floor, an approved firestop systein must be employed. Figures 19-21 illustrate typical conditions. To firestop the wrapped duct, follow the installation parameters detailed in a compatible ASTM E 8i4 tested through-penetration firestop design. Note: Through-penetration designs in which the duct is bare where it passes through combustible or limited-combustible constraction (e.g. gypsum wails or wood joist floor-ceiling assemblies) are appropriate for ventilation duct scenaiios only. It is not appropriate for bare, uninsulated grease ducts to pass through combustible assemblies. Intertek 3MU/DI design listings contain through penetration details. See system details of UL Sy.stem fINLJ.V-27, Section 3.C. for applicable UL through penetration systems. 3M™ Fire Barrier Duct Wrap 615+ Typical Through Penetration Firestop System (Figure 19) 1-Hour Through Penetration Systems Fire-Rated Wood/Gypsum Floor,/Ceiling Assembly 1. Floor/ceiling assembly 2. Duct 3. One or two layers 3M'" Fire Barrier Duct Wrap 615+ 4. Banding or pinning 5. SIVT" Fire Barrier Packing Material PM 4,4 pcf mineral wool, or scrap duct wrap (min. 33% compressed) 6. 3M~ Fire Bamer Water Tight Sealant 1000 NS, 3M'" Fire Barrier Water Tight Sealant 1003 SL, or 3M™ Fire Barrier Silicone Sealant 200O+ Note: Sealant to be applied at a minimum 5/8" (15.9mm) depth. Note: Sj'stem integrity is limited by quality of installation. Consult current independent testing laboratories (e.g. Intertek, UL) for Design or System Details. 3M™ Fire Barrier Duct Wrap 615+ Typical Through Penetration Firestop System (Figure 20) 1- or 2-Hour Through Penetration Systems — Gypsum Wall or Gypsum Shaftwall la. Gypsum wall assembly lb. Gypsum shaftwall assembly 2. Duct 3. One or two layers 31^" Fire Barrier Duct Wrap 615+ (layering dependant on application) 4. Banding or pinning 5. 3ivr" Fire Barrier Packing Material PM 4,4 pcf mineral wool, or scrap duct wrap (min. 33% compressed) 6. SM*" Fire Barrier Sealant lOOONS or 200(H- applied at a min. 5/8" (I5.9mm) depth Note: The assembly can be either a symmetrical gypsum wall or an asymmetrical gypsum shaftwall. Note: System integrity is limited by quality of installation. Consult current independent testing laboratories (e.g. Intertek, UL) for Design or System Details. For technical data and properties of 3M™ Fire Banner Water Tight Sealant 1000 NS, 3M™ Fire Barrier Water Tight Sealant 1003 SL or 3M™ Fire Barrier Silicone Sealant 2000+, see separate product data sheets available from your 3M representative or go to www.3M.com/firestop. 14 •Plfl'lffl'ffffll 10. Qease Duct &\^tilation Ar Duct Installation Techniques cmt. 3M"' Fire Duct Wrap 615+Typical Through Penetration Firestop System (Figure 21) 1- or 2-Hour Through Penetration Systems 4-1/2" (11.4cm) Concrete Floor or Wall 1. Floor/ceiling or wall a.sseinbly 2. Duct 3. One or two layers 3M"' Fire Barrier Duct Wrap 615+ (application dependent) 4. Banding or pinning 5. 3M™ Fire Barrier Packing Material PM 4,4 pcf mineral wool or scrap duct wrap (min. 33% compressed) 6. 3M" Fire Bamer Water Tight Sealant 1000 NS, 3M™ Fire Ban-ier Water Tight Sealant 1003 SL, or 3M'^ Fire Bamer Silicone Sealant 200O+ Note: Sealant to be applied at a minimum 5/8" (15.9mm) depth. For wall assembly apply sealant to both sides of wall. (3M™ Fire Barrier Water Tight Sealant 1003 SL not suited for wall applications.) Note: System integrity is limited by quality of installation. Consult current independent testing laboratories (e.g. Intertek, UL) for Design or System Details For technical data and properties of 3M'" Fire Barrier Water Tight Sealant 1000 NS, 3M"' Fire Barrier Water Tight Sealant 1003 SL or 3M" Fire Barrier Silicone Sealant 200O^-, see separate product data sheets available fi'om your 3M representative or go to www.3M.com/firestop. 11. Maintenance No maintenance is expected when installed in accordance with the applicable Intertek, UL or other tiiird-party listed system and in accordance with 3M™ Fire Barrier Duct Wrap 615+ Installation Guidelines. Once installed, if any section of the 3M" Fire Barrier Duct Wrap 615+ is damaged such that the blanket requires repair, the following procedure will apply: 1. If the blanket has not been damaged but the foil has ripped, seal the rips with aluminum foil tape. 2. If the blanket has been damaged: a. The damaged section should be removed by cutting the steel banding or removing the clips holding it in place. b. Anew section ofthe same dimension should be cut from a roll of 3M™ Fire Barrier Duct Wrap 615+, either 24" (60.9cm) or 48" (121cm) wide. c. The new section should be placed and fitted ensuring the same overlap that existed previously (i.e. the original installation method). d. The steel banding should be placed around tiie material and tensioned so as to sufficientiy hold the 3M"' Fire Barrier Duct Wrap 615+ in place. 12. Availability 3M™ Fire Barrier Duct Wrap 615+ is available from 3M Authorized Fire Protection Products Distiibutors and Dealers. 3M'" Fire Barrier Duct Wrap 615+ is available in 24" x 25 ft. Roll (1/case), 48" x 25 ft. Roll (1/case). 3M™ Fire Bamer Duct Wrap Collars 615+ are available in 1.5" x 6" x 25 ft. Rolls (4/case). For additional technical and purchasing information regarding this and other 3M'" Fire Protection Products, please call: 1-800-328-1687 or visit www.3M.com/firestop. 13. Safe hbndling Information Prior to handling or disposal of 3M" Fire Protection Products, consult all relevant Material Safety Data Sheets (MSDS). 15 Important Nbtice to Ufeer: Technical Infonnation: The tednical Infbrmatiai, reoonrnendaticns and other statemats contained in this doamert are based upon tests or esqDerienoe that 3M believes are reliable, but the aaxracy a oonpleteness of stxh inftxmation is not guaranteed, product Ufee: Many fectors beyoxl 3lvrscortP0l and Lriquely within user's knowledge and control can affect the use and performance cf a 3M product in a particular applic^on. Q\«n the variety of fadors that can affect the use and perfbnraToe of a 3Mpnc^^ solely responsitile fa evaluating the 3M product and detemining whether it is fit for a partcJar purpose and suitable fa useTs method of application. V\ferranty and Limited Remedy: 3M vrararts that each 3I\r Rre Ftctectioi Rtxkct will be free from defects in material and manufactLre fer 90 days ft-on the date of purchase ftiom 3lvrs authcri2Ed dstributa. 3M tJWS NO OITO BfFSS CR IMFUED WWNTlEi l^a.L•l<3/s^^«'l^/Furo\Amw^r'CF^aw^ro«L^Y this warranty, the sde arri ejdusive remedy is, at 3Ms opdcn, replacement of the 3M prod^ Limitation of Liatiility: Bcoept where prohibited by lav, 3M will not be liable fiar arry loss a danage arising from tte 3M prtxluct, wtiether dred, indned, spedal, inddental a consequential, negardess of the legal theory asserted. Building and CDmmerdal Services Dvision 3M Center, Btildr^ 223-2N-21 a. F&ul,MN 55144-1000 UB<\ 1-800-328-1687 www.3M.oonVfirestop Hease Ffecyde. Rinted in LBSi © 3^/12013. ;>« Fteserved. Uterature Oda Info: 98-0213-4662-6 3M and Scotch are trademari<s of 3M./i|l oUier tnademarte are the property of their respective cwners. [S.GREENHECK Building Value in Air. Printed Date: 9/26/2014 Job: Sur La Table - Carlsbad CA Mark: Front GHEW Type 1, Baffle Filter Single Wall - Exhaust Only Wall Canopy Model Hood Length (in.) Width (in.) Bottom Width (in.) Height (in.) Exhaust Volume (CFM) Exhaust SP (in. w.g.) Double Island Model Hood Length (in.) Width (in.) Bottom Width (in.) Front Back Exhaust Volume (CFM) Exhaust SP (in. w.g.) Double Island GHEW 156 48 48 24 24 1950 0.382 Front Selected Options & Accessories: Option or Accessory Description Mounting Height 80 in. off Finished Floor. Filter Type Aluminum Baffle Filters Common Exhaust Duct Single Point Duct Connection Material: 430 SS Where Exposed UL Listing: UL 710 w/out Exhaust Fire Damper Features: Performance Enhancing Lip (PEL) Standing Seam Construction for Superior Strength Stainless Steel Finish for Higher Corrosion Resistance Section Data: Section Num. Length (in.) Volume (CFM) SP (in. wg) Filter Qty Filter Ht. (in.) Temp. Rating Light Qty Light Type Foot Candles Drain Location Weight (lbs) Section Num. Length (in.) Volume (CFM) SP (in. wg) 16" W 20" W Filter Ht. (in.) Temp. Rating Light Qty Light Type Foot Candles Drain Location Weight (lbs) 1 156 1950 0.382 1 7 20 600 deg F 4 Incandescent / CFL 43.29 Right 455 b Exhaust Collar Data: Section Num. Collar Num. Collar Size (LxW) in. or Diameter (in.) Pos. Off Left (in.) Pos Off Back (in.) Velocity (fpm) Mounting Option 1 1 19x9 1 78 4.5 1642 Factory Mounted Exhaust Collar(s) CAPS 4.15.1512 \\KOI\Public\Scott\WinCaps\Sur La Table - Carisbad CA.gcj ^1 cn « oi 4.5 J t^lQ.OH o= =0= 9.0 o I 1 I I =0 -156.0- 48.0 7^ o w o o o m T3 H 0) CT (D I O 0) SECTION 1 PLAN VIEW HOOD ROW: FRONT CT Q. O > CD O SECTION 1 ELEVATION VIEW NOTE: All dimensions are in units of in. o cr CO c —I cr Q- CD D 1 M 0) 2. CD Tl a K3 o > W Ol to O c CT O 3 o sa •a w, 5) c O CT D) Q. O > (b .2. 104.0 Hanger Bracket Locations Sec # Brkt # Distance Off Left (in) Distance Off Front (in) 1 3.50 2.50 2 51.95 2.50 3 103.90 2.50 4 152.50 2.50 5 3.50 47.00 6 51.95 47.00 7 103.90 47.00 8 152.50 47.00 Bracket Mounting Position for an 8 Bracket Hood 5 6 7 8 J U BACK LJ L n n FRONT n r 1 2 3 4 80.0 ABOVE FINISHED FLOOR UL LISTED STANDARD BAFFLE FILTERS ' REMOVABLE GREASE CUP W/ CONCEALED GREASE TROUGH' MARK: Front ? IS tSg o ta- co c T3 sa (O CD OJ g_ CO NOTE: All dimensions are in units of in. 03 5- o-Q- D fi) CD I fi) 3. <D •• ED 52 "n Q. N) [S.GREENHECK Buikiing Value in Air. Printed Date: 9/26/2014 Job: Sur La Table - Carlsbad CA Mark: Back GHEW Type 1, Baffle Filter Single Wall - Exhaust Only Wall Canopy Model Hood Length (in.) Width (in.) Bottom Width (in.) Height (in.) Exhaust Volume (CFM) Exhaust SP (in. w.g.) Double Island Model Hood Length (in.) Width (in.) Bottom Width (in.) Front Back Exhaust Volume (CFM) Exhaust SP (in. w.g.) Double Island GHEW 156 48 48 24 24 1950 0.382 Back Selected Options & Accessories: Option or Accessory Description Mounting Height 80 in. off Finished Floor. Filter Type Aluminum Baffle Filters Common Exhaust Duct Single Point Duct Connection Material: 430 SS Where Exposed UL Listing: UL 710 w/out Exhaust Fire Damper Features: Performance Enhancing Lip (PEL) Standing Seam Construction for Superior Strength Stainless Steel Finish for Higher Con-osion Resistance Section Data: Section Num. Length (in.) Volume (CFM) SP (in. wg) Filter Qty Filter Ht. (in.) Temp. Rating Light Qty Light Type Foot Candles Drain Location Weight (lbs) Section Num. Length (in.) Volume (CFM) SP (in. wg) 16" W 20" W Filter Ht. (in.) Temp. Rating Light Qty Light Type Foot Candles Drain Location Weight (lbs) 1 156 1950 0.382 1 7 20 600 deg F 4 Incandescent / CFL 43.29 Right 455 Exhaust Collar Data: Section Num. Collar Num. Collar Size (UW) in. or Diameter (in.) Pos. Off Left (in.) Pos Off Back (in.) Velocity (fpm) Mounting Option 1 1 19x9 1 78 4.5 1642 Factory Mounted Exhaust Collar(s) CAPS 4.15.1512 \\KOI\Public\Scott\WinCaps\Sur La Table - Carlsbad CA.gcj Page 4 of 30 o > w cn O c w o o ft O sa TJ HOOD ROW: BACK PLAN VIEW SECTION 1 48.0 o cu CT IU CL O > 01 ca (D (Jt o SECTION 1 ELEVATION VIEW O JT CO c 0) 5- a> D I u =L CD C5 NOTE: All dimensions are in units of in. fi) •• 03 00 Q. o o2 o > W 4^ c;i 7Z O c CT tfi O o o 05 c 01 CT (D I o 01 CT m O > 104.0 Hanger Bracket Locations Sec # Brkt # Distance Off Left (in) Distance Off Front (in) 1 3.50 2.50 2 51.95 2.50 3 103.90 2.50 4 152.50 2.50 5 3.50 47.00 6 51.95 47.00 7 103.90 47.00 8 152.50 47.00 Bracket Mounting Position for an 8 Bracket Hood 5 6 7 8 _J U BACK U L n n FRONT n r 12 3 4 80.0 ABOVE FINISHED FLOOR UL LISTED STANDARD BAFFLE FILTERS ' REMOVABLE GREASE CUP W/ CONCEALED GREASE TROUGH' MARK: Front (1) o a CO c 0! CQ (D CJ) O NOTE: All dimensions are in units of in. 0) 3 —I ^% 0 D • % —,^ D) 3. CO N3 C35 cr •• Q) _ CD Q. ^ n9 [S.GREENHECK Building Value in Air. Printed Date: 9/26/2014 Job: Sur La Table - Carlsbad CA Mark: Small Hood GHEW Type 1, Baffle Filter Single Wall - Exhaust Only Wall Canopy Model Hood Length (in.) Width (in.) Bottom Width (in.) Height (in.) Exhaust Volume (CFM) Exhaust SP (in. w.g.) Double Island Model Hood Length (in.) Width (in.) Bottom Width (in.) Front Back Exhaust Volume (CFM) Exhaust SP (in. w.g.) Double Island GHEW 48 48 48 24 24 600 0.364 No Selected Options & Accessories: Option or Accessory Description Mounting Height 80 in. off Finished Floor. Integral Air Space Factory Mounted on Back - 3" wide Filter Type Aluminum Baffle Filters Material: 430 SS Where Exposed UL Listing: UL 710 w/out Exhaust Fire Damper Features: Performance Enhancing Lip (PEL) Standing Seam Construction for Superior Strength Stainless Steel Finish for Higher Corrosion Resistance Section Data: Section Num. Length (in.) Volume (CFM) SP (in. wg) Filter Qty Filter Ht. (in.) Temp. Rating Light Qty Light Type Foot Candles Drain Location Weight (lbs) Section Num. Length (in.) Volume (CFM) SP (in. wg) 16" W 20" W Filter Ht. (in.) Temp. Rating Light Qty Light Type Foot Candles Drain Location Weight (lbs) 1 48 600 0.364 3 0 20 600 deg F 2 Incandescent / CFL 39.86 Right 140 Exhaust Collar Data: Section Num. Collar Num. Collar Size (LxW) in. or Diameter (in.) Pos. Off Left (in.) Pos Off Back (in.) Velocity (fpm) Mounting Option 1 1 9x6 1 24 5 1600 Factory Mounted Exhaust Collar(s) CAPS 4.15.1512 \\KOI\Public\Scott\WinCaps\Sur La Table - Carlsbad CA.gcj Page 7 of 30 9 I 2" ED 7^ O C/1 o 01 T3 W, CO sa CT n> I O 01 SECTION 1 PLAN VIEW Q. o > Tl 01 <a (D 00 o o cr c/3 c 0> . 03 SECTION 1 ELEVATION VIEW NOTE: All dimensions are in units of in. •ft) -JO-a. 9i CD o ' Si- Co Q) • • g 3. CD 0) '^.fo = u 2? I Q. Ni O o Q_». Q. > ^ , o > "0 w o c CT O o 01 TJ W m CT [D O 01 Q. O > (b Sec # Brkt # Distance Off Left (in) Distance Off Front (in) 1 1 3.50 2.50 1 2 44.50 2.50 1 3 3.50 44.00 1 4 44.50 44.00 104.0 Hanger Bracket Locations Bracket Mounting Position for a 4 Bracket Hood J BACK L n FRONT r 1 2 80.0 ABOVE FINISHED FLOOR UL LISTED STANDARD BAFFLE FILTERS ' REMOVABLE GREASE CUP W/ CONCEALED GREASE TROUGH* INTEGRAL AIRSPACE • MARK: Small Hood 53 rrn o cr (/) c T3 01 (D (0 ID O NOTE: All dimensions are in units of In. 0) 5- 2 o- Si CD D • o> C/3 03 •' 0) Cfl to = §"52 I CL N3 O [a.G REENHECK Building Value in Air. Printed Date: 9/26/2014 Job: Sur La Table - Carlsbad CA Mark: Large Fan Model: CUBE-180-20 Belt Drive Upblast Centrifugal Roof Exhaust Fan Dimensional Quantity 1 Weight w/o Ace's (Ib) 124 Weight w/ Ace's (Ib) 197 Max T Motor Frame Size 184 Roof Opening (in.) 20.5 X 20.5 Performance Requested Volume (CFM) 3,900 Actual Volume (CFM) 3,900 External SP (in. wg) 1.25 Total SP (in. wg) 1.25 Fan RPM 1361 Operating Power (hp) 1.65 Elevation (ft) 328 Airstream Temp.(F) 70 Air Density (ft3) 0.074 Drive Loss (%) 5.1 Tip Speed (ft/min) 6,593 Static Eff. (%) 49 Motor Motor Mounted Yes Size (hp) 2 V/C/P 208/60/3 Enclosure ODP Motor RPM 1725 Windings 1 NEC FLA* (Amps) 7.5 28.63 Reference assembly view drawings for actual dimensions with mounted accessories "Overall height may be greater depending on motor 2 3 4 Volume (CFM) X 1,000 A Operating Bhp point O Operating point at Total SP • Operating point at External SP Fan curve - - System curve Brake horsepower curve Sound Power by Octave Band Sound Data 62.5 125 250 500 1000 2000 4000 8000 LwA dBA Sones Inlet 79 82 88 78 73 71 67 63 82 71 19.5 Notes: All dimensions shown are in units of in. *FLA - based on tables 150 or 148 of National Electrical Code 2002. Actual motor FLA may vary, for sizing thermal overioad, consult factory. LwA - A weighted sound power level, based on ANSI SI .4 dBA - A weighted sound pressure level, based on 11.5 dB attenuation per Octave band at 5 ft - dBA levels are not licensed by AMCA Intemational Sones - calculated using AMCA 301 at 5 ft CAPS 4.15.1512 \\KOi\Public\Scott\WinCaps\Sur La Table - Caiisbad CA.gcj Page 10 of 30 za GREENHECK Printed Date: 9/26/2014 Job: Sur La Table - Carisbad CA Building Value in Air. Mark: Large Fan Model: CUBE-180-20 Belt Drive Upblast Centrifugal Roof Exhaust Fan Standard Construction Features: - Aluminum housing - Backward Inclined aluminum wheel - Curb cap with prepunched mounting holes - Motor and drives isolated on shock mounts - Drain trough - Ball bearing motors - Adjustable motor pulley - Adjustable motor plate - Fan shaft mounted in ball bearing pillow blocks - Bearings meet or exceed temperature rating of fan - Static resistant belts - Con-osion resistant fasteners - Internal lifting lugs Options & Accessories: NEMA Premium Efficient Motor - meets NEMA Table 12-12 UL/cUL 762 Listed - "Power Ventilators for Rest. Exh. Appliances" Switch, NEMA-1, Toggle, Junction Box Mounted & Wired Roof Curb-Galv., GPI-30-G12, Under Sized 1.5 in. Total Curb Extension-Galv., VCE-30-G11 Hinged Base (Attached) Curtj Seal (Attached) Grease Trap with Absorbent Material Blrdscreen: Galvanized Heat Baffle (Attached) Bearings with Grease Fittings, LIO life of 100,000 hrs (L50 avg. life 500,000 hrs) Clean-out Port Unit Warranty: 1 Yr (Standard) CAPS 4.15.1512 \\KOI\Publlc\Scott\WlnCaps\Sur La Table - Carlsbad CA.gcj Page 11 of 30 [^GREENHECK BuMng Value in Air. Printed Date: 9/26/2014 Job: Sur La Table - Carisbad CA Marie Small Fan Model: CUE-099-VG Direct Drive Upblast Centrifugal Roof Exhaust Fan -24.875- Dia. Dimensional Quantity 1 Weight w/o Ace's (Ib) 37 Weight w/ Ace's (lb) 83 Roof Opening (in.) 14.5x14.5 Performance Requested Volume (CFM) 600 Actual Volume (CFM) 600 Extemal SP (in. wg) 1 Total SP (in. wg) 1 Fan RPM 1633 Operating Power (hp) 0.19 Elevation (ft) 328 Airstream Temp.(F) 70 Air Density (ft3) 0.074 Tip Speed (ft/min) 4,782 Static Eff. (%) 49 Motor Motor Mounted Yes Size (hp) 1/4 V/C/P 115/60/1 Enclosure ODP Motor RPM 1725 Windings 1 FLA (Amps) 3.7 1.2 0.9 5 £ 0.6 to V. Q. o ro iS 0.3 0.0 28.25 17.375 -1.75 -19- Reference assembly view drawings for actuai dimensions with mounted accessories \ Co/ \ \ \ \ {?/ ' ^ M- - {?/ ' ^ M- -- - \ \ \ : \ 1.2 0.9 0.6 I o CL 0.3 0.0 4 6 8 Volume (CFM) X 100 10 12 A Operating Bhp point O Operating point at Total SP • Operating point at External SP Fan curve - System curve Brake horsepower curve Sound Power by Oci ave Band Sound Data 62.5 125 250 500 1000 2000 4000 8000 LwA dBA Sones Inlet 77 72 72 67 62 62 58 50 70 58 9.4 Notes: All dimensions shown are in units of in. *FLA - based on tables 150 or 148 of National Electrical Code 2002. Actual motor FLA may vary, for sizing thermal overioad, consult factory. LwA - A weighted sound power level, based on ANSI 81.4 dBA - A weighted sound pressure level, based on 11.5 dB attenuation per Octave band at 5 ft - dBA levels are not licensed by AMCA International Sones - calculated using AMCA 301 at 5 ft CAPS 4.15.1512 \\KOI\Public\Scott\WinCaps\Sur La Table - Carlsbad CA.gcj Page 12 of 30 [a.G REENHECK Printed Date: 9/26/2014 Job: Sur La Table - Carisbad CA BuMng Value in Air. Mark: Small Fan Model: CUE-099-VG Direct Drive Upblast Centrifugal Roof Exhaust Fan Standard Construction Features: - Aluminum housing - Backward Inclined aluminum wheel - Aluminum curb cap with prepunched mounting holes - Drain trough - Ball bearing motors (sizes 98-160), sleeve bearing motors (sizes 60-95) - Motor isolated on shock mounts • Corrosion resistant fasteners Options & Accessories: Motor - Vari-Green EC motor w/Mounted Potentiometer Dial UL/cUL 762 Listed - "Power Ventilators for Rest. Exh. Appliances" Switch, NEMA-1, Toggle, Junction Box Mounted & Wired Roof Curb-Galv., GPI-19-G12, Undersized 1.5 in. Total Curb Extension-Galv., VCE-19-G15.25 Hinged Base (Attached) Curb Seal (Attached) Grease Trap with Absorbent Material Birdscreen: Galvanized Clean-out Port Unit Warranty: 1 Yr (Standard) CAPS 4.15.1512 \\KOI\Public\Scott\WlnCaps\Sur La Table - Carlsbad CA.gcj Page 13 of 30 [S.GREENHECK Building Value in Air. Printed Date: 9/26/2014 Job: Sur La Table - Carlsbad CA Marie Small Fan Vari-Green Motor & Control Options An EC motor that uses AC input power and Intemally converts it to DC power. Potentiometer (dial) mounted on the motor enclosure adjusts the speed (RPM) down 80%. Motor Type: Dial on Motor Wiring Diagram POWER INPUT SPEED CONTROL (ZD - <R> + o ^^-^ Aknor BLACK 115 VAC WHITE NEUTRAL GREEN GROUND DRAWINGjf 1.3.1 .vl CAPS 4.15.1512 \\KOI\Publlc\Scott\WinCaps\Sur La Table - Cartsbad CA.gcj Page 14 of 30 a GREENHECK Building Value in Air. Printed Date: 10/1/2014 Job: Sur La Table - Carisbad CA Mark: MUA IGX-112-H22 CONSTRUCTION FEATURES AND ACCESSORIES Unit Overview Model Airflow (CFM) Heating Cooling Electrical V/C/P IGX-112-H22 4,500 Indirect Gas Evaporative 208/60/3 Features • Exterior housing constructed of galvanized steel • Removable access panels • Painted or galvanized steel blower and bearing supports • Fon/vard curved steel blower and motor • Fan assembly is mounted on vibration isolators • Motor pulleys are adjustable through 15 hp and fixed for 20 hp and greater • Fan shaft is mounted in permanently lubricated ball bearings (up through size 118) or ball bearing pillow blocks (size 120 and greater) • Static free belts • Corrosion resistant fasteners are standard • Disconnect mounted by factory Options and Accessories • Air Flow Arrangement: Outdoor Air Only • Damper: Inlet • Outdoor Air Intake Position: End • Discharge Position: Downblast • Coating: Permatector-Concrete Gray (RAL 7023) • Insulation: Double Wall - Heat Source On • Isolation: Spring • Access Side: Right-Hand • Control Center • Mounting: GPI-40.5/82.5-G12 • Curb Includes: 1 in. Insulation • Unit Warranty: 1 Yr (Standard) l/sreo NOTES: CAPS 4.15.1679 \\KOI\Public\Scott\WinCaps\Sur La Table - Carlsbad CA.gcj Page 1 of 14 [SGREENHECK Building Value in Air. Printed Date: 10/1/2014 Job: Sur La Table - Carisbad CA Mark: MUA IGX-112-H22 PERFORMANCE AND SPECIFICATIONS Description/Arrangement Model Qty Unit Weight (lb) Discharge Position Air Flow Arrangement Unit Arrangement IGX-112-H22 1 1,422 Downblast Outdoor Air Only Horizontal Design Conditions Elevation (ft) Summer DB (F) Summer WB (F) Winter DB (F) 328 87 68 43 Air Performance Type Volume (CFM) Extemal SP (in. wg) Total SP (in. wg) RPM Operating Power (hp) Motor Size (hp) Supply 4,500 1.25 1.925 1246 3,44 5 Electrical/Motor Specifications V/C/P Unit MCA (amps) Unit MOP (amps) Enclosure Supply Motor RPM Supply Efficiency 208/60/3 24.9 40 ODP 1725 Premium Heating/Cooling Specifications Heating Type Gas Type Input Output LAT(F) Temp. Rise Fumace Size Fumace Control (MBH) (MBH) (F) Indirect Gas Natural 250.0 200.0 84.2 41.2 250 4 to 1 Electronic Cooling Type Evap Cooling Media Evap Filters Evap Cooling Control Evap LDB (F) Evap LWB (F) Required Flow Evaporative CELdek 2 in. Alum. Mesh Recirc Pump 70 68 0.29 Sound Performance in Accordance with AiVICA Fan Sound Power by Octave Band Lwa dBA Sones Fan 62.5 125 250 500 1000 2000 4000 8000 Lwa dBA Sones Supply 84 84 85 81 81 77 74 68 85 74 25 Unit Pressure Drop (in. wg) Air Stream Weatherhood Damper Section Filter Section Cooling Section Heating Section Supply 0 0.049 0 0.506 0.12 CAPS 4.15.1679 \\KOI\Public\Scott\WinCaps\Sur La Table - Carlsbad CA.gcj Page 2 of 14 a cmEsmtx Building Value in Air. Printed Date: 10/1/2014 Job: Sur La Table - Carlsbad CA Mark: MUA IGX-112-H22 FAN CURVES Supply Fan Performance Volume (CFM) Supply SP (in wg) Total SP (in wg) RPM Operating Power (hp) Motor Size (hp) Fan Quantity 4500 1.25 1.925 1246 3.44 5 1 2 3 4 5 Volume (CFM) X 1.000 • Fan curve System curve Brake horsepower cun/e CAPS 4.15.1679 \\KOI\Public\Scott\WinCaps\Sur La Table - Carlsbad CA.gcj Page 3 of 14 [^.GREENHECK Building Value in Air. Printed Date: 10/1/2014 Job: Sur La Table - Carisbad CA Mark: MUA indirect Gas Heating IGX-112-H22 HEATING PERFORMANCE Heating Type Gas Type Input (MBH) Output (MBH) LAT (F) Temp.Rise (F) Fumace Control Indirect Gas Natural 250.0 200.0 84.2 41.2 4 to 1 Electronic Indirect Gas Unit Details This unit will come equipped with the following: • ETL Listed to ANSI Standard Z83.8 and CGA 2.6 • High Thermal Efficiency • Direct Spark Ignition • Power Venting • 24 Volt Control Power • At least 6 in. wg of natural gas pressure (14 In. wg for LP) is required at the units gas connection in order to achieve maximum perfomiance Heating Details Heat Exch. Material Unit Installation Outdoor Venting Furnace Control Stainless Steel Outdoor Standard 4 to 1 Electronic CAPS 4.15.1679 \\KOI\Public\Scott\WinCaps\Sur La Table - Carlsbad CA.gcj Page 4 of 14 GREENHECK Building Value in Air. Printed Date: 10/1/2014 Job: Sur La Table - Carisbad CA Mark: MUA IGX-112-H22 44.924 ELEVATION VIEW ' Standard configuration for unit access is on the right-hand side, when looking into the unit intake in the direction of airflow. 30.244 44.027 52.238 33.196 44.586 PLAN VIEW * Standard configuration for unit access is on the right-hand side, when looking into the unit intake in the direction of airflow. CAPS 4.15.1679 \\K01\Public\Scott\WinCaps\Sur La Table - Carlsbad CA.gcj Page 5 of 14 [3.GREENHECK Building Value in A/r. Printed Date: 10/1/2014 Job: Sur La Table - Carlsbad CA Mark: MUA 00 •44.125- m • • • 45.924 END VIEW -44.125- I 1.049 2.090 37.910 45.973 4.924 INTAKE VIEW CAPS 4.15.1679 \\KOI\Public\Scott\WinCaps\Sur La Table - Carlsbad CA.gcj Page 6 of 14 a. GREENHECK Building Value in Air. Printed Date: 10/1/2014 Job: Sur La Table - Carisbad CA Mark: MUA *N0TE: Roof openings can be as large as the curia size -3.5 in. or as small as the duct size .5 in. Solid lines indicate the actual curia perimeter. Dashed lines represent the unit position relative to curia. All dimensions shown are for ttie curia only. learance Area 20.000 CURB LENGTH ACHiU^5.00G-H Supply Duct -3.00C| 25.000 40.500 CURB WIDTH j^CTUAL 12.500 I Footprint FOOTPRINT VIEW 3.152- SUPPLY CONNECTION FIELD LOCATED 3/4" NPT OVERFLOW 3/4" NPT DRAIN 5.748 T 12.192 7.377 _J Evaporative Cooling Connections CAPS 4.15.1679 \\KOI\Public\Scott\WinCaps\Sur La Table - Carlsbad CA.gcj Page 7 of 14 [S.GREENHECK Building Value in Air. Printed Date: 10/1/2014 Job: Sur La Table - Carisbad CA Mark: MUA 44.924 3/4" NPT GAS CONNECTION 8.375 Gas Connections 15.000 ELECTRICAL CONNECTION Electrical Connections CAPS 4.15.1679 \\KOI\Public\Scott\WinCaps\Sur La Table - Carlsbad CA.gcj Page 8 of 14 GREENHECK Building Value in Air. Printed Date: 10/1/2014 Job: Sur La Table - Carisbad CA Mark: MUA EQUIPMENT SCHEDULE Tempered Make-Up Air Unit Mark: MUA Qty Greenheck Model Volume BdemalSP Total SP PRPM Operating Power Weight Motor Information Size I V/C/P I End: '^°f°{'| Windings MCA IGX-112-H22 4,500 CFM 1.25 in. wg 1.925 in.wg 1246 RPM 3.44 hp 1,422 Ib Shp 208/60/3 ODP 1725 24.9 Heating Type Gas Type Temperature Winter DB Max A Max LAT Energy Input Output Efficiency Connection Gas Building Gas Pressure Control Access Indirect Gas Natural 0 F 41.2 F 84.2 F 250.0 MBH 200.0 MBH 80% 3/4" 1/2PSI Cooling Cooling Type Cooling Media Summer Bulb Dry Wet Filters Cooling Control Required Flow" Evaporative CELdek 87 F 68 F 2in. Aluminum Mesh Recirculating Pump NA "RequirBd flow and inlet piessuie are for suftpiy iirte sizing only. They do not represent water tjsage during norrnal operation. Consult factory for actual water usage. Outlet Sound Power By Octave Band 62.5 125 250 500 1000 2000 4000 8000 LwA dBA Sones 84.4 83.7 84.8 812 81.4 76.5 74.2 67.7 85.4 74.4 25 LwA - A weighted sound power level based on ANSI SI.4 dBA - A weighted sound pressure level base on H.fdB attenuation per octabe band at 5.0 ft Noise Criteria (NC) based on an average attenuation of 11.5 dB per octabe band at 5.0 ft. OPTIONS AND ACCESSORIES Air Flow Arrangement: Outdoor Air Only Damper: Inlet Outdoor Air Intake Position: End Discharge Position: Downblast Coating: Permatector-Concrete Gray (RAL 7023) Insulation: Double Wall - Heat Source On Isolation: Spring Access Side: Right-Hand Control Center Indirect Gas Options/Accessories Outdoor Install.-Standard Vent. Heat Exchanger: Stainless Steel Furnace Control: 4 to 1 Electronic Evap Cooling Options/Accessories Evap Media: CELdek Evap Control: Recirculating Pump Evap Equip. Support: Qty(1) - H(12 in.) x L(38 in.), GESS Mounting: GPI-40.5/82.5-G12 Curb Includes: 1 in. Insulation Unit Warranty: 1 Yr (Standard) CAPS 4.15.1679 \\KOI\Publlc\Scott\WinCaps\Sur La Table - Carlsbad CA.gcj Page 9 of 14 [^GREENHECK Building Value in Air. Printed Date: 10/1/2014 Job: Sur La Table - Carisbad CA Mark: MUA ^DSI MAIN POWER , , ^' TO UNIT GROUND S2 FSC , , Hl--*f- -{G}--(4}-«--(RF) . '—' A2^->'A1 -H—^ -ED- REI INLET DAMPER SUPPLY FAN RELAY TO IG FURNACE HEAT ENABU CONTROL GREENHECK Building Value in Air. Wiring Diagram Code: GI14N402A011A00NU03 CAUTION UNIT SHALL BE GROUNDED IN ACCORDANCE WITH N E C. POWER MUST BE OFF WHILE SERVICING. USE COPPER CONDUCTORS ONLY 60- C FOR TERMINALS RATED LESS THAN 100 AMPS. 75* C FOR TERMINALS RATED 100 AMPS OR MORE. BK BLACK GY GRAY PK PINK W WHITE WIRE COLOR CODE BL BLUE LTBL LIGHT BLUE PR PURPLE Y YELLOW BR BROWN O ORANGE R mo LEGEND Dl INLET DAMPER DSI MAIN DISCONNECT SWITCH FSC FIRE SYSTEM CONTACT FU# FUSE m MOTOR ou MOTOR OVERLOAD P# EVAP PUMP RC COOL RELAY REI EVAP LOCKOUT RELAY RF SUPPLY FAN RELAY RH HEAT RELAY S2 FAN SWITCH S4 HEAT AND COOL SWITCH ST# MOTOR STARTER TR# TRANSFORMER Temptale Drawing: U03 Manufacturer reserves right to change, alter, or improve this product at any time. CAPS 4.15.1679 \\KOI\Public\Scott\WinCaps\Sur La Table - Carlsbad CA.gcj Page 10 of 14 [S.GREENHECK Building Value in Air. Printed Date: 10/1/2014 Job: Sur La Table - Carisbad CA Mark: MUA INDIRECT GAS WIRING DIAGRAM FURNACE 1 - MASTER - 4:1 MODULATING FACTORY WIRED TO TERMINALS •102-, •22', MorAND 'IW IN MAIN CONTROL CENTER 021 22 h01 h13^ HLC II- 14 11 a-O120/240V (LINE) GNDO- (BURNER) BLWRo (N.O.) GND 9(VLV/24V) VALVE o SENSE o -^SENSORI SPARK o 1 SPARK h 0D02 24V COM o 024VAG D03t> OC2-6 oAOl OAOC ODII ODI4 Alio ODIC AICo AI2o IG FURNACE WIRING BOARD WIFtING HEAT ENABLE ^ MAIN CONTROL CENTER j GREENHECK Building Value in Air. Wiring Diagram Code: G4KX1E1MX00000S02 CAUTION UNIT SHW.L BE GROUNDED IN ACCORDANCE WITH N.E.C. POWER MUST BE O^ WHILE SERVICING. USE COPPER CONDUTORS ONLY 60- C FOR TERMINALS RATED LESS THAN 100 AMPS. 75- C FOR TERMINALS RATED 100 AMPS OR MORE. BK BLACK GY GRAY PK PINK W WHITE WIRE COLOR CODE BL BLUE LTBL UGHT BLUE PR PURPLE Y YELLOW BR BROWN O ORANGE R RED LEGEND COMBUSTION BLOWER MOTOR FUSE(S) HIGH TEMPERATURE LIMIT CONTROL IGNITION CONTROL INDUCTION RELAY MODULATING VALVE MAJN GAS VALVE COMBUSTION AIR PROVING SWITCH HIGH SPEED PRESSURE SWITCH STAGE CONTROLLER TRANSFORMER(S) OUTDOOR AIR TEMP SENSOR DISCHARGE AIR TEMP SENSOR Wiring Template: S02 Manufacturer reserves right to change, alter, or improve this product at any time. CAPS 4.15.1679 \\KOI\Public\Scott\WinCaps\Sur La Table - Carlsbad CA.gcj Page 11 of 14 [S.GREENHECK Building Value in Air. IGX-112-H22 Printed Date: 10/1/2014 Job: Sur La Table - Carisbad CA Mark: MUA Roof Curb CONSTRUCTION FEATURES • Welded aluminum (0.064 in.) or galvanized steel (18 ga.) • Straight sided • 2 in. mounting flange • 1 in., 3 Ib. density insulation • Wood nailer Dimension Description Value (in.) A Length B Width C Height All dimensions are actual 82.5 40.5 12 Support Type Height Length Width Quantity (in.) (in.) (in.) 1 Evaporative 12 38 Widtii ADDITIONAL NOTES • The Roof Opening Dimension may NOT match the Structural Roof Support Dimension. ' Curbs with length > 143.5 will ship knocked-down Curbs with length > 119.5 may ship knocked-down, dependent on manufacturing location Height CAPS 4.15.1679 \\KOI\Public\Scott\WinCaps\Sur La Table - Carlsbad CA.gcj Page 12 of 14 za GREENHECK Building Value in Air. Printed Date: 10/1/2014 Job: Sur La Table - Carisbad CA Mark: MUA 87 Ib IGX-112-H22 Dry Corner Weights 61 Ib 271 Ib Evap Module 87 lb 121 lb Evap Module 121 lb 279 Ib 61 lb 283 lb Wet Corner Weigiits 1091b 2711b 292 lb 279 Ib 109 ib 283 1b 292 Ib Note: Estimated corner weights are shown looking down on unit and airflow from left to right. Weights are applied at the base of the unit. Evaporative cooling section shown seaprately due to calculation of dry and wet corner weights. Images not drawn to scale. CAPS 4.15.1679 \\K01\Public\Scott\WlnCaps\Sur La Table - Carlsbad CA.gcj Page 13 of 14 [^GREENHECK Printed Date: 10/1/2014 Job: Sur La Table - Carisbad CA BuMng Value in Air. Mark: M UA Warranty Information Limited Warranty - Unit Greenheck warrants this equipment to be free from defects in material and workmanship for a period of 1 year(s) from the purchase date. Any component which proves defective during the warranty period will be repaired, or replaced, at Greenheck's sole option when returned to our factory, transportation prepaid. The warranty does not include labor costs associated with troubleshooting, removal, or installation. Greenheck will not be liable for any consequential, punitive, or incidental damages resulting from use, repair, or operation of any Greenheck product. This warranty is exclusive, and is in lieu of ail other warranties, whether written, oral or implied, including the warranty of merchantability and the warranty of fitness for a particular purpose. CAPS 4.15.1679 \\KOI\Public\Scott\WinCaps\Sur La Table - Carlsbad CA.gcj Page 14 of 14 CASH WRAP CUT SHEET PART 3:LEFT SHROUD 137- 12.81" 30 •ij I i llir= 14.59" !!LU LU UU L_LJ 21.59" 54.45" BOX 3 PART 1:L0NC SECTION PART 2:SHORT SECTION BOX 2 PART 4:RIGHT SHROUD rn!i I ISI! L-L J Sll —^— BOX 3 PART 5: DIVIDER BIN BOX 4 23.52" J-t_-J_-J 11.07" 19.56" 19.56" 129" 135" 39.36" 40. 27" 39. 36" 19.68" 11.99' 11. 31' 17. 85" 20.97" 89.64" 45.36" A-A H NOTE; l.D TO 6 PARTS AND PACK 5 BOX TO SHIP 2. AU THE MELAMINE IS PLUM PACE 1 cs S00.S47.700S Grand & Benedicts TITLE: 971-CW-2CPU REV. 7. 0 DWG. QCL DATE 2013.10.25 SCALE 1:20 C - HOBART DISH MACHINE LXER C.S.I. Section 11400 VHOBART? 701 S Ridge Avenue, Troy, OH 45374 1-888-4HOBART • www.hobartcorp.com LXeR and LXePR advansijs HOT AND COLD STANDARD FEATURES • Racks per hour Light Normal Heavy LXeR 30 24 13 LXePR 38 29 14 • .62 gallons of water per rack - LXeR 1.14 gallons of water per rack - LXePR • Hot water or chemical sanitation units available • Steam Elimination and Energy Recovery (LXeR model only) • PuriRinse cycle (Potable water rinse to remove chemical residue) (LXePR model only) • NSF Certified pot and pan cycle on heavy cycle (LXeR model only) • Low chemical alert indicators • Sense-A-Temp™ booster heater capable of 70 rise, provided on LXeR models • Chemical pump "auto-prime" • Advanced Service diagnostics • Clogged wash arm sensing • Custom cycle selection - light, normal, heavy • Automated delime cycle - includes booster deliming • Deep drawn stainless steel tank • Microcomputer, top mounted controls with advanced digital cycle/temperature display • Revolving upper and lower anti-clogging wash arms • Snap in revolving upper and lower rinse arms • Removable stainless steel scrap screen • Corrosion resistant pump • Energy Saver mode • Automatic pumped drain • 17" door opening • Dirty water indicator • Automatic fill • Detergent, rinse aid and delime pumps standard (plus sanitizer pump on chemical machine) • Electric tank heat • Two dishracks - one peg and one combination type • Customizable "advansys" button to select favorites function • Auto clean cycle washes down inside of machine at shutdown F40336 - LXeR and LXePR advansjs Hot and Cold MODELS • LXeR - Energy Recovery • LXePR - PuriRinse STANDARD VOLTAGES • 120/208-240(3W)/60/1 (LXeR model only) • 120/60/1 (LXePR model only) OPTIONS AT EXTRA COST • 208-240(2W)/60/1 (LXeR model only) • 208-240/60/3 (LXeR model only) ACCESSORIES • Power cord kits • Stainless steel base with 6" legs • 17" stainless steel stand with storage • External caster kit • DWT-LXe drain water tempering kit Specifications, Details and Dimensions on Back. c(y^us LISTED I o 09 > H 1 3D Q) a (D S D o > z D O O LXeR advansys HOT VHOBART7 701 S Ridge Avenue, Troy, OH 45374 1-888-4HOSART • www.hobartcorp.com NOTICE Required flo«*ing water pressure to the (HshmacMne is 15.^ PSIG. If pressures higher than 55 PSIG are present, a pressure regulating valve must be Installed In the water line to the dshmacMne (by others). Pressure gauge not required on pumped rtisa mwhlnes. If chemical containers are to be placed in cabinet adjacent to machine, a 1/2" dia. hole Is required in the caUnet to run chemical supply line. Notes: t. Ail vertical machine dimensions talcen from floor may be increased byl". Moist air escapes from the door. Use only moisture resistant materials adjacent tn dishmachine sides and top. A vent hood is not recommended above the imdercounter dishmachine since it does not produce excessive vapns. Plumbing notes: 1. Water hammer arrestor (meeting ASSE-1010 Standard or equivalent) to be supplied (by others) in common water supply line at service connection. 2. Recommended water hardness to be 3 grains or iess for best results. /3?\lf drain hose is looped above a sink, the loop must not exceed 38" AFF. 2. 3. CONNECTION INFORMATION (AFF = ABOVE FINISHED FLOOR) LEGEND El ELECTRICAL CONNECTiON: 1-3/8" DIA. HOLE FOR 1' TRADE SIZE CONOUrT; 4-5/8- AFF. P1 SINGLE FILL AND RINSE CONNECTION: 3/4" FEMALE GARDEN HOSE FrmNG ON 6' LONG HOSE SUPPUED Wrm MACHINE.; 55-80"F (COLD) RECOMMENDED FOR LXeR. P2 DRAIN CONNECTION: 5/8" BARB FrmNGIMTH 6' LONG HOSE SUPPUED WTTH MACHINE. HEATOUTPtrr.BTWHR MODEL LATENT SENSIBLE LXeR 1100 2000 SHIPPING WEIGHTS LXeR NETWEI6HT OF MACHINE 165 LBS DOMESTIC SHIPPING WEIGHT 185 LBS ml - CHEMICAL BOrOES MAV BE LOCATED ON EITHER SIDE OF MACHINE 1-1/2" TRADE SIZE PIPE MIN. REDUCED DOWN TO 3/4" FPT CONNECTION (BY CUSTOMER) RECOMMENDED 17" OR LESS RECOMMENDED WATER SERVICE ROUGH-IN 1/2" TRADE SIZE PIPE MIN. W/SHUTOFF VALVE, UNE STRAINER & 3/4" MALE GARDEN HOSE FITTING (BY CUSTOMER). (COLD WATER) ADOmONAL CLEARANCE REQUIRED TO SLIDE UNIT FORWARD FOR SERVICE ONLY MODEL VOLTSfflERIZ/PNASE RATED AMPS MIN SUPPiy CKT CONDUCTOR AMPACtTY MAX PROTECTIVE DEVICE LXeR m-zmwi 32.5 50 50 LXeR 120/20S-240(3W)/SO/1* 32.5 SO SO LXeR 208-240/60/3 23.9 30 30 LXeR 220-240/50/1 32.5 50 SO NOTE: FOR SUPPLY CONNECTIONS. USE COPPHI WIRE ONUT RATB) AT M"C MINIMUM. • THIS SYSTEM REQUIRES THRS POWER WIRES WHICH INCLUDES A CURRENT CARRYING NEUTRAL, AN ADDITIONAL FOURHIWKE MIST BE PROVIDED FOR MACHINE GROUND. ACCESSORY CORD NT AVAILABLE FOR Aa MACHINES IA WARNING I Electrical and grounding connections must comply witli the applicable porUofls of the National Electrical Code and/or Other local electrical codes. Plumbing connections must comply wHh applicable sanitary, safety and plumbing codes. Drain and fill lins configurations vary, some methods are shown on this drawing. MODELS: LXeR 00-947872 REVB Page 2 of 4 F40336 - LXeR and LXePR adwansgs Hot and Cold VHOBART7 701 S Ridge Avenue, Troy, OH 45374 1-888-4HOBART • www.hobartcorp.com LXePR advansys COLD IA WARNING I 9 7/16" Oo not premix other chemicals and sodium hypochlorite Oiquid bleach). Mixing may cause hazanlous gas to form. I NOTICE I Required flowing water pressure to the dishmachine is 15-65 PSIG. If pressures higher than 65 PSIG are present, a pressure regulating valve must be instaiied in the water line to the dishmachine (by others). Pressm gauge not required on pumped rinse machines, important The chemical cimtainers should be placed no higher than 10" above floor. if chemical containers are to be placed in cabinet adjacent to machine, a 1/2" dia. hole is required in the cabinet to run chemical supply line. Use only 6% or 8.4% sodium hypochlorite (liquid bleach) as sanitizing chemical to insure proper operation of dishmachine. Certain materials including siher plate, aluminum and pewter are attadnd bf sodium hypochlorite (liquid bleach). See instrocUonal manuai. Notes: 1. /Ui vertical machine dimensions taken from floor may be increased byl". 2. Moist air escapes from the door. Use oniy moisture resistant matenals adjacent to dishmachine sides and top. 3. A vent hood is not recommended above the undercounter dishmachine since it does not produce excessive vapors. Plumbing notes: 1. IWater hammer arrestor (meeting ASSE-1010 Standard or equivalent) to be supplied Or/ others) In common water supply line at service connection. 2. Recommended water hardness to be 3 grains or less for best results. /3)\if drain hose Is looped above a sink, die loop must not exceed 38" AFF. CONNECTION INFORMATION (AFF = ABOVE FINISHED FLOOR) LEGEND El aECTRICAL CONNECTION: 1-3/8" OIA. HOLE FOR 1" TRADE SIZE CONDUrf; 4-5/8" AFF. PI SINGLE i%L AND RINSE CONNECTION: 3/4" FEMALE GARDEN HOSE FnTING ON 6' LONG HOSE SUPPUED WTTH MACHINE.; 120°FWATER MIN. FOR LXePR, 140"F RECOMMENDED. P2 DRAIN CONNECTION: 5/8" BARB FITTING WrTH 6' LONG HOSE SUPPUED WITH MACHINE. 1-1/2" TRADE SIZE PIPE MIN. REDUCED DOWN TO 3/4" FPT CONNECTION (BY CUSTOMER) RECOMMENDED 17" OR LESS - CHEMICAL BOTTLES MAY BE LOCATED ON OTHER SIDE OF MACHINE RECOMMENDED WATER SERVICE ROUGH-IN 1/2" TRADE SIZE PIPE MIN. W/SHUTOFF VAUfE, UNE STRAINER 8.3/4" MALE GARDEN HOSE FrmNG (BY CUSTOMER). ADOmONAL CLEARANCE REQUIRED TO SLIDE UNrr FORWARD FOR SERVICE ONLY HEAT OUTPUT, BTU/HR Mooa LATBTT SENSIBLE LXePR 1900 800 SHIPPING WEIGHTS LXePR NET WEIGHT OF MACHINE 150 UB DOMESTIC SHIPPING WEIGHT 170 LBS Mooa VOLTSMERTZ/PHASE RATED AMPS MIN SUPPIY CICT CONDUCTOR AMPAcrrv MAX PROIECnVE DEVICE LXePR 120/60/1 13.4 20 20 NOTE: FOR SUPPLY CONNECnONS, USE COPPER WIRE ONLY RATED AT 90*C MINIMUM. ACCESSORY CORO lOT AVAIUBLE FOR AU. MACHINES IA WARNING! Electrical and grounding connections must comply with the applicable portions of the National Electrical Code and/or other local electrical codes. Plumbing connections must comply with applicable sanitary, safety and plumbing codes. Drain and fill line configurations vary, some methods are shown on this drawing. MODELS: LXePR 00-947872 REVB F40336 - LXeR and LXePR advansi^ Hot and Cold Page 3 of 4 LXeR and LXePR VHOBART/ advansys HOT AND COLD 701 S Ridge Avenue, Troy, OH 45374 1-888-4HOBART • www.hobartcorp.com SPECIFICATIONS DESIGN: Front opening, equipped for installation in either free- standing or undercounter-type operations. CONSTRUCTION: 300 series stainless steel tank, door and top panel. PUMP: Centrifugal-type, integral with motor, horizontally mounted. Pump capacity 38 gpm. MOTOR: Single phase, furnished for all electrical specifications. Factory sealed lubrication. Inherent overload protection with auto reset. WASH AND RINSE CYCLE: Complete automatic type, controlled by solid-state electronics. Cycle may be interrupted any time by opening door. Cycle continues when door is closed. • Initial cycle fills wash tank, to be recirculated each wash cycle. Some wash water is drained off before rinse cycle. Rinse cycle refreshes wash water and tank heat. RINSE PUMP: Powered by a single phase motor, the rinse pump Is made of high strength engineered composite material. BLOWER: The blower is a 60mm x 300mm tangential wheel powered by a 2-pole single phase motor for quiet and reliable operation, LXeR only. CONDENSER COIL: The condensing system uses a tube and fin coil constructed of copper and corrosion resistant aluminum. The condenser coil allows for energy recovery from waste heat in the moisture laden air that would normally escape into the environment after a dishwashing cycle, LXeR only. RINSE AND SANITATION: • LXeR: Sanitation is accomplished by means of a built-in booster heater designed to raise temperature of water to a minimum of 180°F from an incoming water temperature of 55°F. • LXePR: Sanitation is accomplished by injection of proper amount of sodium hypochlorite solution (liquid bleach) into final rinse water to achieve a minimum of 50PPM sanitizing solution. Injection of sodium hypochlorite is accomplished by a built-in sanitizing chemical pump. Minimum required hot water temperature is 120°F. - Potable water rinse to remove chemical residue. - To be used with sanitizer approved for use with post sanitizing rinse • CHECK SANITIZER CONCENTRATION: PuriRinse must be off (hold Wash button for 5 seconds). Verify that there is suffi- cient chemical supply. Run cycle and use test trips on wetted surface of glasses after cycle is complete. If concentration Is below minimum required, contact your local Hobart Service office. ENERGY RECOVERY: Heat energy is recovered from the con- densation of vapors in the chamber at the end of each cycle. This pre-heats the water for the next rinse cycle from 55°F up to 140°F. PUMPED DRAIN: Machine automatically drains water through a built-in pump. Maximum 38" drain height permitted. ELECTRIC BOOSTER HEATER: 4.9 KW electric booster with Sense-A-Temp™ technology adequately sized to raise 55°F inlet water to 180°F, with the aid of the energy recovery system. RACKING: Machines accommodate racks from 10" x 20" to 20" x 20". Also accepts 16" x 18" cafeteria trays. NOTE: Certain materials, including silver, aluminum and pewter are attacked by Sodium Hypochlorite solution in the chemical sanitizing mode of operation. SPECIFICATIONS: Listed by Underwriters Laboratories Inc. and NSF International. MACHINE RATINGS LXePR LXeR MACHINE RATINGS Light Normal Heavy Light Normal Heavy Racks per Hour Rate 38 29 14 30 24 13 Dishes per Hour (25 per Rack Avg.) 950 725 350 750 600 325 Glasses per Hour (36 per Rack Avg.) 1368 1044 504 1080 864 468 Controls Microc omputer Tank Capacity - Gallons ; .9 Overall Dimensions - H x W x D 3272" X 23<y«" X 25yi6" 32'/2" X 23^Vi6" X 26"/i6" Cycle Time - Seconds 94 124 254 120 146 275 Tank Heat I.E KW Electric Booster Heater N/A 4.9 KW Water Usage Per Rack - Gallons 1.14 .62 Drain Design Pur iped Door Opening Height • 7" Detergent Pump Sta idard Rinse-Aid Pump Sta idard Delime Pump Sta idard Sanitizer Pump Standard N/A Chemical Prime (auto prime) Sta idard Peak Drain Flow - GPM .0 Advanced Service Diagnostics Sta idard Advanced Cleaning Cycle Sta idard 70°Rise Sense-A-Temp™ Booster Heater N/A Standard Incoming Water Temperature Required (minimum) 120° 55° /te continued product improvement is a policy of Hobart, specifications are subject to change without notice. Page 4 of 4 F40336 (REV. 01/13) F40336 - LXeR and LXePR advansijs Hot and Cold LITHO IN U.S.A. (H-OI) iQf PtuiBdOnRreycWPHW D - RANGE - U48-6G12RS U.S. Range U Series 48" Gas Restaurant Range item: _ Quantity: . Project: Approval:. Date: Models: • U48-8RS • U48-8SS • U48-8LL E U48-6G12RS • U48-6G12SS • U48-6G12LL • U48-4G24RS • U48-4G24SS • U48-4G24LL • U48-2G36RS • U48-2G36SS • U48-2G36LL • U48-G48RS • U48-G48SS • U48-G48LL Mmi Model U48-8LL NOTE: Ranges supplied with casters must be installed with an approved restraining device. Standard Features: Large 27" (686mm) work top surface Stainless steel front and sides Stainless steel 5" (127mm) plate rail Stainless steel backguard, with removable stainless steel shelf 12" (305mm) section stamped drip trays w/ dimpled bottom 6" (152mm) adj. stainless steel legs Large easy-to-use control knobs Gas regulator Standard on Applicable Models: Open base storage base in lieu of oven Ergonomic split cast iron top ring grates Powerful 32,000 Btuh/ 9.37 kW 2 piece cast iron geometric open top burner 5/8" (15mm) thick steel griddle plate w/manual hi/lo valve control, 23" (584mm) working depth surface. Standard on right, optional on left 4-1/4" (108mm) wide grease trough 18,000 Btuh/5.27 kW cast iron "H" style griddle burner per 12"(305mm) width of griddle 32,000 Btuh/ 9.37 kW (space saver) or 38,000 Btuh/ 11.13 kW cast iron "H" style oven burner Snap action modulating oven thermostat low to 500° F Large oven w/porcelain ribbed bottom & door, aluminized steel top, sides and back; std. oven fits sheet pans 18x26 in both directions • Nickel plated oven rack and 3- position removable oven rack guide • Strong, keep-cool oven door handle • Convection oven w/3 nickel plated oven racks and removable rack guides in lieu of standard oven w/ 1/3HP 120v 60 Hz single phase fan motor; change Suffix RS to CS Optional Features: • Convection oven motor 240v 50/60HZ single phase • Snap action modulating griddle control 175° to 425° F • Hot top 12" (305mm) plate in lieu of two open burners, manual valve controlled w/18,000 Btuh/5.27 kW cast iron "H" burner standard on left side • Low profile 9-3/8" (238mm) backguard stainless steel front and sides Additional oven racks B 6" (152mm) levelling swivel casters (4), w/front locking • Flanged deck mount legs • Celsius temperature dials • Piezo spark ignition for pilots on griddles Specifications: Gas restaurant series range with 2 space saver ovens, 20" (508mm) wide or large capacity oven 26-1/4" (667mm) wide. 47-1/4" wide, 27" (686mm) deep worktop surfaces. Stainless steel front, sides and 5" wide front rail. 6" (152mm) legs with adjustable feet. Eight powerful 2 piece 32,000 Btuh/9.37 kW (Natural Gas), cast open burners set In split cast Iron ergonomic grates. Griddle or optional hot top with cast iron "H" style burners, 18,000 Btuh/5.27 kW (natural gas), in lieu ofopen burners. Porcelain oven bottom and door liner. Durable heavy duty oven door w/ "keep cool" handle. Heavy cast iron "H" oven burner rated 32,000 Btuh/ 9.37 kW (natural gas) for space saver oven, and 38,000 Btuh/11.13 kW (natural gas) for standard oven Oven controlled by even bake, fast recovery snap action modulating oven thermostat. Available with convection oven in lieu of standard oven or storage base in lieu of oven(s). LO CD cS' 00 cn JO a> r+ QJ QJ D QJ D CQ fD Garland Commercial Ranges Ltd. 1177KamatoRoad, Mississauga, Ontario L4ViriX4 CANADA General Inquires 1-905-624-0260 USA Sales, Parts and Service 1-800-424-2411 Canadian Sales 1-888-442-7526 Canada or USA Parts/Service 1-800-427-6668 ^amtowoc Us. Range OB=Open Burners G=Griddle 0=Oven(s) Shipping volume, all models= 65 Cu Ft Model Number OB G 0 Total BTU/Hr Natural Ship Wt. Model Number OB G 0 Total BTU/Hr Natural Lbs. Kg U48-8LL 8 — (2)20" 320,000 572 259 U48-8RS' 8 — (1) 26" 294,000 539 264 U48-8SS 8 — — 256,000 402 182 U48-6G12LL 6 12" (2)20" 274,000 602 273 U48-6G12RS' 6 12" (1) 26" 248,000 569 258 U48-6G12SS 6 12" — 210,000 432 196 U48-4G24LL 4 24" (2) 20" 228,000 667 303 U48-4G24RS' 4 24" (1) 26" 202,000 604 274 IVIodel Number 08 G 0 Total BTU/Hr Natural ShipWt. IVIodel Number 08 G 0 Total BTU/Hr Natural Lbs. Kg U48-4G24SS 4 24" — 164,000 497 255 U48-2G36LL 2 36" (2) 20" 182,000 672 305 U48-2G36RS' 2 36" (1) 26" 156,000 639 290 U48-2G36SS 2 36" —• 118,000 502 228 U48-G48LL — 48" (2)20" 136,000 692 314 U48-G48RS' — 48" (1) 26" 110,000 659 299 U48-48GSS — 48" 72,000 522 237 ' Available with convection oven change RS to CS Width In (mm) Depth' In (mm) Height w/shelf In (mm) Oven interior-in (mm) Combustible Wall Clearance-ln (mm) Entry Clearances In (mm) Man Operatinc ifold 1 Pressure Width In (mm) Depth' In (mm) Height w/shelf In (mm) Height Depth^ Width* Sides Rear Crated Uncrated Natural Propane 47-1/4 (1200) 34-1/2 (876) 57 (1448) 13 (330) 26 (660) 26-1/4 (667) 14 (356) 6 (152) 37 (940) 36-1/2 (927) 4.5" WC 11 mbar 10" WC 25 mbar ^ Convection oven base models add 3 7/8" (98mm) to the depth of the unit. ^ Convection oven depth 22" (559mm) •* Space-saver oven is 20" (508mm) wide Note: Installation clearance reductions are applicable oniy where local codes permit. SPACE SAVER OVEN MODEL 6' POWER CORD (FOR OPTIONAL — CONVECTION MOTOR) 34-1/2" [876mm] 3-1/2" [89mm] 2-1/4" £[57mm] Burner Ratings (BTU/Hr/kW) Gas Type Open Top Griddle/ Hot Top Standard Oven or Convection Space Saver Oven Natural 32,000/9.37 18,000/5.27 38,000/11.13 32,000/9.37 Propane 26,000/7.61 18,000/5.27 32,000/9.38 28,000/8.20 27-1/4" [692mm] [127mm] Gas input ratings shown for installations up to 2000 ft.,(610m) above sea level. Please specify altitudes over 2000 ft. This product Is not approved for residential use. Convection ovens with 120V, 60 Hz, 1 phase, 3.4 amps motors are supplied with 671829mm cord and plug (NEMA 5-15P); 240V ,50/60 Hz, 1 phase motors are not supplied with cord and plug and must have direct connect. FULL SIZE OVEN SHOWN ON LEFT STANDARD ON RIGHT .47-1/4' 1-1/2" [39mm^ 1"N.RT. REARGAS-A, INLET ^ 23-1/4" [590mm] 21" [534mm] Lz7-3/4'L [704mm] STORAGE SHOWN g W/OPTIONALDOOR 18^/4" 2 [464mm] 14-3/8* 8-3/4" [222mml OPTIONAL STD OVEN [365mml JHELF 30" [763mm] 6" [152mm] 12-1/81_ [307mm] 13-7/8" [352mm] ADD WHEN DOOR OPEN • _31-l/8"_ [791mm] 51" [1296mm] STDBACKGUARD W/HIGHSHElf 39-3/8" [1000mm] LOW PROFILE BACKGUARD 3-7/8" [98mm] _ ADD FOR CONVEaiONOVEN Form# U48 Series (10/23/14) rD —^ tn 4^ 00 O QJ cn :JD CD cn r+ QJ QJ D QJ fD Garland Commercial Ranges Ltd. 1177 Kamato Road, Mississauga, Ontario L4W1X4 CANADA General Inquires 1-905-624-0260 USA Sales, Parts and Service 1 -800-424-2411 Canadian Sales 1-888-442-7526 Canada or USA Parts/Service 1-800-427-6668 ^anitowoc E - FRIDGE/FREEZER T-49-TD TRUE FOOD SERVICE , EQUIPMENT, INC. 2001 East Terra Lane • P.O. Box 970«O'Failon, Missouri 63366 ^^».A......t>>--gaaiMi»J Project Name: Location: i536)240-2400 • Fax (636)272-2408 • (800)325-6152 • inti Fax# (001)636-272-7546 1 Item #; Qty: Parts Dept. (8C0)424-TRUE • Parts Dept Fax# (636)272-9471 • www.truemfg.com Model #: .AiA 4 S/5# T^49DT DTSertes: Reach-In,. Solid Dogr, Dual Temperature Refrigerator/Freezer ] [ RGUGH-tN DATA T-49DT y Designed using the highest quality materials and components to provide the user with colder product temperatures, lower utility costs, exceptional food safety and the best value in today's food service marketplace. • Refrigerator located in left section; freezer in the right • Equipped with two, self-contained, independent refrigeration systems. Oversized and factory balanced; refrigerator section holds 33°f to i&'f iS'C to 3.3°C); freezer holds -10'F(-23.3''Q. ^ 300 series stainless steel solid doors and front. The very finest stainless with higher tensile strength for fewer dents and scratches. ^ Adjustable, heavy duty PVC coated shelves. • Positive seal self-closing doors. Lifetime guaranteed door hinges and torsion type closure system. Bottom mounted units feature: • "No stoop" lower shelf. f Storage on top of cabinet. • Compressors perform in coolest most grease free area of kitchen. • Easily accessible condenser coil for cleaning. Capacity (Cu. Ft.) Chart dimensions foundert up ro the nearest 'M' Cabinet Dimensions (inches) HP specifications subject to change without notice Model ! Doors Ref. Frz. ' Shelves L TV49DT""^" i 2"'"23 23 5 H' Ref. Frz. Voltage 54V8 ; 29V2 783/S '/3 i '/2 115/208-230/60/1 ! j Cord I Crated i i Length , Weight Total , NEMA , (total ft.)! (ibs.) Amps I Config.': - < • 16 0 14-20P 495 ' Height does not include 5" • for tastors or 5" for optionai iegs. Hole: Requires II5/208-230/60H2, single phase, 3 oole, 4 wire circuit. APPROVALS: AVAILABLBAT: 6/08 Printed in U.S..4. APPROVALS: AVAILABLBAT: OF.S.GJJ • True'S solid dcor rs3cn-irc; are dewqned v.-ith ?nduring quality that proleas your ioisg term investment. • "n,e's commitfTient to using tiia highest quality materials and oversized refrigeration systems provicfes the gssr with lotder Ofoduct temperatures, lower utility costs, excaptional food safety ana ttie best i;alue m today s food service marttetpiace. REFRIGERATION SYSTEiW • Equipped with two. independent, factory engineered, self-contained, capillary tuije refrigeration systems using environmetitally friendly (CFC free) refrigerant. Refrigerator uses 134A and freezer uses R404A. • f?efrigeratof located in left section; freezer m tne rigfit. • extra large evaporator coils balanced xviih higher horsepower compressors and large coniiemers; maintain colder standard tamperatijres for the best in food preservation. Refrigerator holds 33"F to 38°F (.5X to 3.3"Q; freezers holds -!0-F {-23.3'C). • Sealed, cast iron, self-lubricating evaporator fan motors and larger fan blades give True reaefi- in's a more efficient low veiodty. high volume airflow design. This unique design ensures faster temperature recovery and shorter run times in ihe busiest of food service environments. • 3ottom mounted condensing units positioned for easy deaning. Compressors run in coolest and most grease free area of the kitchen. Ailows for storage area on top of unit. • Automatic freezer defrost system time-initiated, temperaturs-terminated. Saves energy consumption and provides sliortest possible defrost cycle. • Exterior 300 series stainless stsel front, Ancdized quality aluminum ends, back snd top. -• 'nterior • a rti active, NSF approved, white aluminum liner 300 series stainless steel floor «it>i tovea corners, < insuisiioii - entire cabinet structure and solia doors are foamed-m-place using high density, CFC free, polyurethane insulation. • Welded, heavy duty galvanized frame rail dipped in rust inhibiting enamel paint for corrosion protection inside and out • Frame rail fitted with 4" (102 mm) diameter stem castors - locks provided on front set. DC ORS • 300 series stainless steel e.«erior with white aluminum liner to match cabinet interior. Doors extend full width of cabinet shell. Door locks standard. • Lifetime guaranteed recessed door handles. Each door fitted with 12" (305 mm) long recessed handle that is foamed-in-place with a sheet metal interlock to ensure permanent attachment. • Positive ssa! self-dosing doors. Lifetime guaranteed door hinges and torsion type closure system. • Magnetic door gaskets of one piece construaion, removable without tools for ease of deaning. SHELVlWC • Six (6) adjustable, heavy duty PVC coated wire shelves22'/3'L x 23i/4"D (582 mm « 591 mm). Four (4) chrome plated shelf dips included per shelf- • Shelf support pilasters made of same material as cabinet interior; shelves are adjustable on Vj" (13 mmj increments. • Compartmentalized incandescent interior lighting - safety shielded. Lights activated by rocker switch mounted above doors. • Two (IS estcoof digital Temperature displays, one for refrigerator section and one For freezer. • Evaporator is epoxy coated to eliminate the potential of corrosior,. • Freezer rear airflow guards prevent produa from blocking optimai airfSow. • Minimum wattage heater in cabinet frame and freezer door. • NSF-7 compliant for open food product. ELECTRICAL • Unit completely pre-wired at factory and ready for final connection to a 115/208-2M/60H2, single phase, 3 pole, 4 wire, 20 amp dedicated outlet. Cord and plug set irKluded © 115/20a-230/6Cyi NEMA-14-20R C ? '•iCM AL 'EArUR ES/ ACCESSORIES Upcharge and lead times may apply 3 230 - 240V/SO Hz. T 6" (153 mm) standard legs. 1 S' (153 mm) seismic/flanged legs. 1 Additional she'ves. ~\ Mowelty baskets, "I Half door bun tray racks. Each holds up to eleven i8'L x 26'D (458 mm x 661 mm) sheet pans (sold separately! (airflow guard needs to he removed from freezer). "1 Full door bun tray racKs. Each holds up to twenty-two 18'L x 26"D (458 mm x 661 mm) sheet pans (sold separately) (airffcsw guard needs to be removed from freezer). ~l Remote cabinets (condensing unit supplied by others; system comes staridard witti 404A expansion valve and requires R404A refrigerant). Consult factory technical service department for BTU information. PLAN VIEW n5S^ mini 1 -'/a" ^ 78-/K.- (19*1 ram; 4" J 83Vi6" (211 / mm) WARRANTY One year warranty on all parts and labor and an additional 4 year warran^y on compressor, (U,S,A, only) METRIC DIMENSIONS RCiUMOEO UP TO THE NEARfSr WHOIE MILLIMETER ^PECiFICAnCMS SUaif CT TO CHAOiCE WiTHCUT NOTiCE ir^-ff, KCL Mode T-490 Elevation siicht Piar. rFEVSSE TTEVOJS • TffY02P i'FEY5c3 TRUE FOOD S£R¥KE €QUlPfl^1STTT SPECIFICATIONS J - SINK " WCLW019230SD Wall Mounted Models wcLi9230snn, WHI iq?3nsn. WCLW019230SDC anji WCLW019230SD GENERAL #18 gauge, type 304 (18-8), stainless steel w/heeichair lavatory with 5/32" (4mm) raised rim. Compartment has 1 -3/4" (44mm) radius vertical and horizontal coved corners, 2-1/2" {64mm) apron front and both sides. Exposed surfaces are hand blended to a uniform lustrous satin finish. Unexposed under- side is fully undercoated to prevent condensation and dampen sound. Furnished with separate wall hanger, integral stainless steel support bracl<ets and grid strainer with elbow and offset tailpiece. Meets ADA requirements. (CHECK MODEL SPECIFIED) • WCL19230SDC • WCLW019230SDC (WITH CONNECTED OVERFLOW) FURNISHED COMPLETE WITH: SUPPLY: LK232SBH5 chrome plated restricted swing goose- neck spout faucet with aerator and 5" wrist blade handles. DRAIN: LKAD174 Chrome plated perforated strainer grid with cast brass elbow and 1-1/4" offset tailpiece, FOLLOWING MODELS DO NOT INCLUDE FAUCET (IN- CLUDES DRAIN): (CHECK MODEL SPECIFIED) See other side for standard faucet hole drilling configurations. • WCL19230SD • WCLW019230SD (WITH CONNECTED OVERFLOW) DIMENSIONS ADA Compliant Model WCL19230SDC MDIM Number A B C D E F G H 1 MDIM Number in. mm in. mm in. mm In. mm in. flYTI in. mm in. mm in. mm in. mm WCL19230SD 19 483 23 584 13V2 343 16 406 23/4 70 4 102 2V2 64 2V8 67 415/16 125 WCLW019230SD 19 483 23 584 13V2 343 16 406 23/4 70 4 102 2V2 64 25/8 67 415/16 125 TOP Sf f OTHER S/D£ 4 SLOTS 1/4" (6mm)xr' (25mm). I H Kl I-HHl , ' —] FOR FAUCET HOLE (25mm)I DRiiUNG CONFIGURATIONS 4-1/2"- (114mm) 2-1/2"-I (64mm) r-3-1/2" (89mm) -9-1/2"-H (241mm) 1-3/4" Rv (44mm) y 1 15/16" (24mm) 5"-— (127mm) -1-5/8" (41mm) DIA, FINISHED HOLE '^RAISED RIM FRONTS ENDS FRONT ^WALL HANGER •1-1/4" I— I- i/<t 1 (32mm) 27mm) 3/8" (10mm) DIA, 2 HOLES EACH BRACKET 31-1/2" (800mm) (RECOMMENDED) i FINISH FLOOR E — SIDE STAINLESS STEEL HOUSING WITH RUBBER WASHER FURNISHED LOOSE WITH NON-OVERFLOW MODELS OVERFLOW (only for Series WCLWO) 5-1/8" (130mm) In tteeping wHh our poScy of continuing product improvement, Eltcay reserves the rigtit to ctiange product specifications wtttxiut notice. Ttiis specification descritjes an Ettiay product wltti design, quality and functional benefits to the user. When making a comparison of other producers' offerings, tx certain these features are not overloolted. Eikay vwvw.elkayusa.com 2222 Camden Court Oak Brook, IL 60523 Printed in U.S.A. ©2003 Elkay (Rev. 6/03) 3-21L Wheelchair Lavatory Wall Mounted Models WCL19230SDC, WCL19230SD, WCLW019230SDC and WCLW019230SD SPECIFICATIONS HOLE DRILLING CONFIGURATIONS 1-1/4" (32mm) DIA. 1 HOLE 1-1/2" (38mm) Models WCL19230SD1 WCLW019230SD1 (102mm) (102mm) I (38mm) ^ 1-1/2" (38mm) DIA. 3 HOLES Models WCL19230SD3 WCLW019230SD3 Elkay 3-21L (Rev. 6/03) 2222 Camden Court Oak Brook, IL 60523 Printed in U.S.A. ©2003 Elkay Deck-Mounted Sensor Faucet AC/Battery Powered LKB721C and LKB721CNC SPECIFICATIONS GENERAL LKB721C Sensor-operated, non-mixing deck-mounted gooseneck faucet with adjustable sensor eyes. A continuous beam is emitted from sensor and faucet is activated by user placing hands under the spout. Water will flow as long as hands remain within sensor range. When hands are removed, the water stops automatically based on the shut-off delay setting. The sensor then resets and is ready for the next user. Chrome-plated solid brass construction with 2,0gpm laminar flow control on spout end. Includes water-resistant sensor control module and power cables. Features dual power options: AC plug-in and battery holder with four AA batteries. Slow-dosing piston operated solenoid valve, in-line filter with clean out trap and flexible supply hose. Control circuit is solid state, has adjustable sensor range of 7/8"(22mm) to 6.75"(171mm), LKB721CNC Same as LKB721C except in a color match copper-nickel finish. This faucet is ADA compliant. Model LKB721C ELKAY FAUCET/WATER DISPENSERS LIMITED WARRANTY Elkay warrants its faucet and water dispensers to be free of defects in work- manship and material for a period of one year from the date of purchase. Replacement parts are available from Elkay for a nominal charge. Upon return of a defective part to Elkay during the wan'anty period with written notice of the claimed defect, Elkay will refund the replacement charge. WASTE FrrriNGS AND ACCESSORIES ARE NOT WARRANTED; OTHER WARRANTY CONDITIONS: Our warranty does note over product failure caused by abusive treatment, misuse, or damage due to handling or faulty installations. This warranty is extended only to the original consumer purchaser of the product.This war- ranty does not cover shipping costs, labor costs, or any other charges for such items as installation or replacement of the sink, diagnos is or replace- ment of any faucet or component part, or any other expense or loss. ALL INCIDENTAL OR CONSEQUENTIAL DAMAGES ARE SPECIFICALLY EXCLUDED. NO ADDITIONAL WARRANTIES, EXPRESS OR IMPLIED, ARE GIVEN. ANY IMPLIED WARRANTY, INCLUDING ONE OF MERCHANT- ABILOT OR FITNESS FOR A PARTICULAR PURPOSE, IS LIMITED TO THE DURATION OF THIS WRITTEN WARRANTY. Some states do not allow the exclusion or limitation of incidental or consequential damages or limitations on how long an implied warranty lasts, so the above limitations or exclusions may not apply to you. This warranty gives you specific legal rights, and you may also have other rights which vary from state to state. TO OBTAIN SERVICE UNDER WARRANTY 1. Write to: Elkay Manufacturing Company Attention: Consumer Service 2222 Camden Court Oak Brook, Illinois 60523 2. Include a letter containing the following infonnation: a. Date of purchase and installation b. Description of nature of defect c. Model number or description of model and/or component part if possible. Elkay Manufacturing Company vinivw.elkay.com 2222 Camden Court Oak Brook, IL 60523 ©2013 Elkay Mfg. Co. (6/13) 7-83B Deck-Mounted Sensor Faucet AC/Battery Powered LKB721C and LKB721CNC PARTS LIST .563 : 14nnm ) I CD 23.50 ±.25 (597mm ±6 ) 7.32 ±.13 (186mm ±3) 11.61 ±.13 (295mm ±3) 1 1.00 (25mm) PART NUMBER NUMBER REQUIRED PART DESCRIPTION 98539C 1 SOLENOID ASSEMBLY 98540C 1 PCB BOARD & SENSOR PLUG ASSEMBLY 98541C 1 SENSOR ASSEMBLY 98542C 1 AERATOR ASSEMBLY Elkay Manufacturing Company 17-83B (6/13) 2222 Camden Court Oak Brook, IL 60523 ©2013 Elkay Mfg. Co. Garland/US Range M2R iten K - OVEN - MR2 Garland Master Series Heavy Duty Double and Single Oven Item: Quantity:. Project: Approval:. Date: Models: • MIR • M2R Range Match Double or Single ovens Model M2R Standard Features: • Stainless steel front, black powder coat epoxy sides. • 6" (152mnn) chrome steel adjustable legs • Piezo Spark ignition for oven . 40,000 BTU (11.72kW) natural gas, 35,000 BTU (10.25kW) pro- pane gas cast iron oven burner • Fully porcelainized oven interior Optional Features: • Gas regulator 3/4" or 1-1/4" • Gas shut off valve; 3/4", 1" or M/4" NPT • Gas flex hose & quick discon- nect (3/4", 1" or 1-1/4" NPTx 5') w/restraining device, please specify n End caps and cover (NC, specify) • Stainless steel left, right or both sides or main back • Stainless steel oven interior Q Additional oven rack Q Rear gas connection, 3/4" or 1-1/4" NPT • Convection oven base, add C to model #, e.g. M1RC, M2RC (Note: Lower oven only con- vection, top oven standard on model M2RC) Z\ Swivel casters (4 )w/front brakes ^ Polyurethane non-marking swivel casters w/front brakes • 6" (152mm) stainless steel adjustable legs n Dais base (not for use with RC oven) • 230 volt, 50 cycle components, RC motor (export) Q Celsius dial for oven thermo- stat (no charge) Specification: Heavy duty gas range match general purpose oven. Model #M1R, single deck with stainless steel work top and Model #M2R double deck. Ovens manifold and battery with Master Series cooking units. 34" (864mm) wide x 38" (965mm) deep. Porcelain enamel oven interior measuring 26-1/4" (667mm) wide x 13- 1/2" (343mm) high x 29" (737mm) deep. 40,000 BTU (11.72kW) cast iron oven burner. Stainless steel front with black powder coat epoxy sides. 40,000 BTU (11.72kW) total single deck, and 80,000 BTU (23.44kW) total double deck. Natural or propane gas. NOTE: Ovens suppled with casters must be installed with an approved restraining device. Garland 1333 East 179th Street Cleveland, Ohio 44110 Phone: 800-424-2411 Fax: 800-624-0218 Garland Commercial Ranges Ltd 1177 Kamato Road, Mississauga, Ontario L4W 1X4 CANADA Phone: 905-«24-0260 Fax: 905-624-5669 ^anitowoc cu LO (—I- —s on r5* rD cu < c o o c a; CD CD CL LT) Z5* CQ_ O < rD SUR LA TABLE 2012 Smith & Greene Company Page: 9 Garland/US Range M2R ltem#:G2 Garland cu Ln r—I- rD —^ oo rD —s rD* Ln rD CU < c r—h o c o: rD cu CL LT) rD o < rD Product Width: In(mm) Depth: In(mm) Height: In(mm) (w/NSF Legs) Height: In(mm) (w/o NSF Legs) Oven Interior: In(mm) Product Width: In(mm) Depth: In(mm) Height: In(mm) (w/NSF Legs) Height: In(mm) (w/o NSF Legs) Width Depth Height MIR 34(864) 38(965) 36-3/8(924) 30-3/8(772) 26-1/4(667) 29(737)* 13-1/2(343) M2R 34(864) 38(965) 60-3/8(1534) 54-3/8(1381) 26-1/4(667) 29(737) 13-1/2(343) *RC oven is 25"(635mm) deep, INPUT-BTU/hr M1R&M1RC M2R&M2RC INPUT-BTU/hr Natural Propane Natural Propane Oven TOTAL 40,000 (11.72kW) 40,000 (11.72kW) 35,000 (10.25KW) 35,000 (10.25KW 80,000 (23.44kW) 80,000 (23.44kW) 70.000 (20.50kW) 70,000 (20.50kW) RC=Range w/Convection Oven R=Range w/Oven INSTALLATION NOTES Shipping Wt: (Lb/Kg) - Cu Ft Combustible Wall Clearances ^ Entry Clearances Operating Pressure MIR 480/218-50 M2R 730/331-100 Sides: 6" (152mm) Back: 6" (152mm) Crated: 39-l/4"(997mm) Uncrated: 34-1/4" (870mm) Natural: 6 WC(15mbar) Propane: 10 WC (25mbar) MIR 480/218-50 M2R 730/331-100 'NOTE: Installation clearance reductions are applicable only where local codes permit. Data applies only to North America Gas input ratings shown here are for installations up to 2,000 ft. (610m) above sea level. Specify altitudes over 2,000 ft. 34" '[864mm] Electrical characteristics each RC oven: 1/3 HP motor, 120 VAC, single phase, 3.4 amps, 6 ft. (1.8m) power cord with NEMA 5-15P plug provided. 230 VAC export is direct con- nect, single phase, 50 Hz. Please specify gas type when ordering. 33-1/4" [845mm] 54-1/4" [1378mm] M2R 30-1/4" [768mm] MIR 33-7/8" / [86qmm] / f6" [152mm] 1-1/4" NPT • GAS INLET 14-1/4" [362mm] 34" [864mm] 1-3/4" •*~[44mm] Form# MIR, M2R (01/28/11) Garland 1333 East 179th street Cleveland, Ohio 44110 Phone: 800-424-2411 Fax: 800-624-0218 Garland Commercial Ranges Ltd 1177 Kamato Road, Mississauga, Ontario L4W 1X4 CANADA Phone: 905-624-0260 Fax: 905-624-5669 ^anitowoc SUR LA TABLE 2012 Smith & Greene Company Page: 10 City of Carlsbad Permit No: Address Valuation Worksheet Assessor Parcel No. Date Building Division By Type of Work Area of Work Multiplier VALUE SFD and Duplexes $132.05 $0.00 Residential Additions $157.88 $0.00 Remodels / Lofts* $68.98 $0.00 Apartments & Multi-family $117.70 $0.00 Garages/Sunrooms/Solariums $34.45 $0.00 Patio/Porch/Carport $11.48 $0.00 Enclosed Patio* $18.66 $0.00 Decks/Balconies/Stairs $18.66 $0.00 Retaining Walls, concrete,masonry $22.96 $0.00 Pools/Spas-Gunite $48.80 $0.00 Tl/Stores, Offices 5,259 $43.32 $227,819.88 Tl/Medical, restaurant, H occupancies $60.29 $0.00 Photovoltaic Systems/ # of panels $400.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fire Sprinkler System $3.73 $0.00 Air Conditioning - commercial $6.03 $0.00 Air Conditioning - residential $5.02 $0.00 Fireplace/ concrete, masonry $4,621.70 $0.00 Fireplace/ prefabricated Metal $3,141.89 $0.00 $0.00 $0.00 TOTAL Valuation: $227,820 Comm/Res (C/R): C Building Fee $1,077.90 Plan Check Fee $754.53 Strong Motion Fee $48.00 Green Bldg. Stand. Fee $8.00 Green Bldg PC Fee $150.00 License Tax/PFF $7,973.70 License Tax/PFF (in CFD) $4,146.32 CFD 1st hour of Plan checkFire Expedite Plumbing TBD Mechanical TBD Electrical TBD $227,819.88 CFD 0 Yes (PFF= 1.82%) 0 No (PFF = 3.5%) Land Use: Density: Improve. Area: Fiscal Year: Annex. Year: Factor: CREDITS PFF and/orCFD Explanation: SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE / / Business NatTv»~ . / / Business Contact Telephone # Proiect Address ^ . ' ^ >City3^'<JO^ Zip Code _^ APN# Majling Address City state Zip Code Plan File# Project Contact Telephone # < ) The folfowfng questions represent the faoilKy's activities, NOT the speoifie prpjeot description. PART I: FIRE DEPARTMENT - IjAZARDOt^S iWATERIALS DIViSION: OCCUPANCY CLASSifiCATiON: Indicate by circling the item. Whether your business will use, process, or store any of the fbllowing hazardous matenals. If any of the items are circled, appli jurisdiction prior to plan submittal. Facility's Square Footage (including proposed project): 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 4. Flammable Solids 8. Unstable Reactives 12. Radioactives applicant must contad the Fire Protection Agency with Occupancy Rating: 13. Corrosives 14. Other IHealth Hazards ^^T^one of These. PART il: SAN DIEQO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DMSiONS (HMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Divlston, 5500 Overland Ave., Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: 1. 2. 3. 4. 5. 6. 7. YES • • • • • • • Expected Date of Occupancy: Date Initials • CalARP Required I Date Initials • CalARP Complete L Date Initials NO (for new construction or renfKxieling projects) your business listed on the reverse side of this fomn? (check all that apply). Q'-'l/Vill your business dispose of Hazardous Substances or Medical Waste in any amount? Q'''Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins in any quantity? Q^'^ll your business use an existing or install an underground storage tank? •"^ill your business store or handle Regulated Substances (CalARP)? 0^*^11 your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Q^'will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). PART ill: SAN DIEQO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below Is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a buikling or demolition pemnit Note: if the answer to questions 4 or 5 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 woridng days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more informatton. YES 1. • 2. • • CalARP Exempt / 3. 4. 5. • • • NO^ Q^^ll the subject fecility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the AF»CD factsheet at httD://www.sdapcd.ora/info/facts/Dermits.pdf, and the list of typical equipment requiring an APCD pemiit on the reverse side of this fi-om. Contact APCD if you have any questions). • (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? ^J^garch the California School Directory at httD://www.cde.ca.aov/re/sd/ for public and private schools or contact the appropriate school district). B'^^e a sun/ey been perfomied to determine the presence of Asbestos Containing Materials? B^JAfill there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 0^"^Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities: Di^aJtN Briefly describe proposed project: I declareunder pOTaltypf perjury that to the best of my knowledge and belief the responses made herein are true and correct. Name of Owner or Authorized Agent Signature rer or Authorized Agent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. BY: FOR OFFICIAL USE ONLY: DATE: EXEMPT OR NO FURTHER INFORMA-HON REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD *A Stamp in this box i^niv exempts businesses from completing or updating a Hazardous Materials Business Plan. Other pemnitting requirements may still apply. HM-9171 (02/11) County of San Diego - DEH - Hazardous Materials Division PLUMBING, Develooment Services ELECTRICAL, Building Division lUIFPHANIPAl 1635 Faraday Avenue ^ C'TY OF IlfrtDTreuc^^ 760-602-2719 r*ARI ^RAPi WORKSHtbT www.carlsbadca.gov V^/AI\L,ODrAL/ B-18 Building@carlsbadca.gov Project Address: [C^l^Coil-e. fiOT Permit NOJCS 1Q, g^^2!^ Information provided below refers to worl? being done on the above mentk>ned permit only. This form must be completed and returwetl to the Building Division before the permit can be issued. Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains ^ New building sewer line? .... ...... Ves No ^ Number of new roof drains? _ T^T^ Install/alter water line? Y Number of new water heaters?......™ —........™.... . Number of new, rekx:ated or replaced gas outlets? _y Number of new fiose bibs? ........ Residential Permits: New/expanded service: Number of new amps: Minor Remodel on^ Vei No Commerdal/Induttriah Tenant Improvement: Number of existing amps involved in tliis proiecb ^ c^XJ Number of new amps involved in tliis project- / o O New Construction: Amps per Panel: Single Phase .„ Number of new amperes Three Phase.... ~ - Number of new amperes Three Phase 480 Number of new amperes Number of new furnaces, A/C. or heat pumps?..—. New or relocated duct work? . Ves NO Number of new fireplaces? . . . .. Number of new exhaust fans? „ ^ Relocate/install vent? —...—.................. ..„ Numb^- of new exhaust hoods?. ^ Number of new boilers or compressors? ™ Number of HP '^-^ B-18 Page 1 of 1 Rev. 03/09 BLE COUNTV OF SAN WEGO PLAN REVIEW miG STAMP IS NQASS E PLANS OR 3PECI- T rlCATIONSARECORRt DESIGN OR CONSTR bCT ERRORS^ ORRECTED. COUNTY OF SAN C DEPARTMENT( ^NVlRONMErJTAL H ^LAN CHECK MOUCE: CAI L «.')«-605-6660 TO PRHLhVllN/vRy, MID AND FINAL il IF THERE Ai'r ^^' 'MCrcCTIONQ COMPIETE "RiNQCorimiCTioN. FROM THE DATc THE PLANS WERE APPF APPROVED PLANS WUl BE VOIDED AN» SE RESUBMriTED FOR APPROX KEY PLAN VICINI MIONS: ^^^^ AREA OF WORK . Carlsbad Sur La Table Parapet Photos CB142882 1915 CALLE BARCELONA 130 Final Inspection required by: • Pian • CIM&l SW GlSSUED •cv. Approved Date Bv BUILOING TU PLANNING ENGINEERING FIRE Expedite? NJ ni tr/i^ DIGfTAL FILES Required? Y N HazMat APCD / / Health Forms/Fees Sent Rec'd Due? By Encina Y N Fire Y N HazHealthAPCD Y N PE&M Y N School y t '—**-'—J— Y N Sewer Y N Stormwater Y N Special Inspection Y N CFD: Y N LandUse: Density: ImpArea: FY: Annex: Factor: PFF: Comments Date Building Planning Engineering Flre Date Date Date Need? one • Done • Done • Done